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13545 SW PACIFIC HIGHWAY-3 OFFICE COPY • • Schedule of Drawings: DRAWING SETS SENT TO: OWNER XXV A X I CITY OF FIGARD CONTRACTORS X Jl OREGON DEPT. OF TRANS. (O.D.O.T.) 13565 SOUTHWEST PACIFIC HIGHWAY AT SOUTHWEST WATKINS AVE . w TIGARD , OREGONW M a iLn Q V7 ; 6 j d In (n WLn W I m a w Special Inspection: ; W W W X a o • • • 1/1 w W W W n m w t- Consultants: w s 3 3 � W ... (� 5 0 a o c) p Owner: - W o 0 0 Contractor: •�FCIAL INSPECTION PROGRAMLn a a V_ �' w . m W C Description of Sets: Ln a < a N o Q M z > i CODF REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM NOTES: i` n � � vt o- o m o o_ a (I t i. DURATION REFERS TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS Oi WORK INDICATED ABOVE, DDHK Ventures FOUNDATIONS AND SOILS: COMMENTS DURATION INSPECTION AGENCY C - CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE N1 I ©L WORK REQUIRING SPECIAL INSPECTION. o o G \ o , o a a _4 Grady, Harper & Carlson, Inc. Grading and Subgrade Compaction Ref. Project Specifications P Geotechnical P - PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TiME NTERVALS NECESSARY o o \ \ o 9790 Southwest Nimbus Avenue TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE HATH APPROVED PERMIT M a n w n r`1 '! rt n ?_945 Northeast Argyle o __ — p - -- -- -_- _ -__ _ - ----___ 9 q ,I7_rT TITLE o �, �, o Footing Excavation and Compaction P Geotechnical DRAWINGS AND SPECIFICATIONS. c l a �, Beaverton, Oregon 97008 Footin Form work and Reinforcement 2. THE INSPECTION AGENCIES ARE AS FOLLOWS r r- 00 m c0 Portland, Ore • on 97211 q P Testing Lob/Engineer Inver ENGINEER: VLMK ENGINEERS Oregon COVER SHEET Phone: (503) 495-4962GEOTECHNICAL ENGINEER: CARLSON GEOTECHNICAL Phone: 503) 284-9151 CONCRETE TESTING LAB: CARLSON TESTING Fax: 503 626 -3994 I' 7 ''locemsnl of Reinforcing Seel for Slab-on-Grads P Testing Lob/Engineer TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE ABOVE PROGRAM. ( ) Fax: (.-03) 284-6057 -- -- -- ------ g - THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, AIPROVED SPECIAL INSF'ECnCN AGEVCY EMPLOYED BY G-1 SITE PLAN • - Cell: 503) 310-47/6 }. Placement of ReInforc;nq Steel for Reinforced Wall Panels P Testing Lob/Engineer THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUBCONTRACTOR, PER U.B.C. SECTION 106.3.5 - - ( Contac., Mike Magee - - - - - -- THE SPECIAL INSPECTORS DUTIES REGARDING ME PORTIONS OF WORK ARE DESCRIBED IN U.B.C. SECTIONS 1701.3 AND 1701.5, G-2 SITE GRADING PLAN0-0 Placemsnt of Reinforcing Steel for Elevated Floor Slabs P T•ating Lob/Engineer THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE CCAPETENCE, TO THE - -- -- Contact: Tim Horst -- -'- -----'— - -- - - SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION G-3 SITE UTILITY PLAN Placing of Concrete for Reinforced Slab-on-Grade See Nots 8, Item A C Testin 1 Lob OR OPERATION REQUIRING SPECIAL INSPECTION. Jurisdiction: Jobsite• Placing of Concrete for Reinforced Wall Panels See Note 6, Item A C Testing Lab 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, 'THE ARCHITECT (OR ENGINEER) SHALL CALL A P'E-CONSTRUCTION G-4 SITE EROSION CONTROL PLAN AND DETAILS 111111111 0 0 0. -- - ------ - --- MEETING WITH ARCHITECT, ENGINEER, BUILD;NG OFFICIAL, CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE • Placing of Cone.rets fin, Elevated Floor Slnbs See Note F. nem A C 'resting Lab SI'E^.IAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSE^ G, VATION rtEQUIREMEN(5 SHAL,_ ALSO B" DISCUSSED -5 SITE DFiAILS City O{l rlr 1$ard Oregon -- -------------- .. .- -- - - -- -- ---- --- DURING THIS MEEiINc -- --- - -_- _ _- - - - - -- - - Prior to ona Uurinp Concrete Placement for G-6 UTILITY DETAILS Grad Harper III Inc. Cast Anchor Bolts and embedment Plates C Testing Lab 4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUf ARE NOT LIMITED To: --- --r--- --- - 13125 Southwest Hall Blvd. y, p , -- --- - -- - A ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, -- - -1 -,i .Drilled-In Adhesive Anchors, Pods and Dowels Shall ) 4 Tigard, Oregon 97223 13565 Southwest Pacific Highway be continuously Inspected Burin Installation per ICBO Evaluation Report C Testing Lab PROVIDED BY THE LOCAL JURISDICTION. 01- g g 9 y -- Y D 9 p C Tsetin Lab B THE SPECIAL INSPECTOR SHAM OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS SITE SURVEY • '� Phone: T Drilled-In Expansion/Wedge Anchors In Concrete per ICUO Evaluation Rs ort ) - - hc,ne: (50.,) 639--4171 Tigard, OrEgon 97223 9 AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ( U.O.N. Noted on Drawings 9 ) CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, rO THE ENGINEER AND TO THE BUILDING OFFICIAL- Fax: (503) 684--7297 Phone: (503) STRUCTURAL WELOINO IND HIGH-STRENGTH BOLTIN(x C) THE SPECIAL INSPECTOR SHALL FLIRNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING I_-1 SITE LANDSCAPE PLAId _-- - "--"- --- -- OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), iN A TIMELY MANNER. AS - - --- -- -- S • •I -- i I Contact: Matt Scheldegger (ext. 2437) Fax: 503 Single Pass Fillet Melds 5/15" and smaller P Testing L•J ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. Bldg. Official: Gary Lampella (718-2448) Cell: (503) Metal Deck Wel&ig and Welded Stud Installation P Fisting Lob D) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETfiER THE WORK REQUIRING SPECIAL . INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN CENERAL CONFORMANCE PITH THE APPROVED PERMIT A-1 FLOOR PLAN - ALL FLOORS Weldim of Structural Light Gage Metol Stud Framing DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. -- - - - Contact: Gary Lundervold ' q 9 g C Testing Lab • J '-- -"-------"---'-'---- -- 5. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO A-2 EXTERIOR ELEVATIONS Engineer: Su Superintendent WIdInI of Reln"nr;ing Steel per U.B.C. 1701.5.5.3 C Testing Lob A) NOTIFY THE SPECIAL INSPECTOR THAT THE WORM, IS READ' FOR INSPECTION AS LEAST 24 HOURS BEFORE SUCH - ' P - — — --- A-3 BUILDING SECTIONS Welding A706 Relmorcing Steel for Embed Plates INSPECTION. C O N S V I T I N G VLMK Consulting Engineers Bar y5 and Smaller P Testing Lob B) ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN (OBSERVED A-4 SCHEDULES AND ENLARGED PLANS _ r N c I N a a a• --" -------'"--�" ---- --_-------_----- -- ----- - AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. 3933 Southwest Kelly Avenue High Strength A32!IN and A490N Bolt Inelallatlon Verity all Balis Installed to P Testing Lab A-5 REFLECTED CEILING PLANS - OFFICE _ "Snug Tight" Condition 9 C) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWANGS AND SPECIFICATIONS AT THE JOB SITE �_-i - - Portland, Oregon 97201 D) MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR, A-6 ROOF PLAN AND DETAILS •• g STRUCTURAL MASONRY: Phone: (503) 222-4453 Prism Preparation and Test Specimens OTHER INSPECTION REQUIREMENTS: A-7 STAIR PLANS, SECTIONS AND DETAILS Fax: (503) 248- `0'263 _Placement of MasonryUnits C Testing I.ab < 8 FOLLOWING FOLLOG INSPECTIONS AND TESTING REQUIRFf.1EN1,, SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY - _Placement of Reinforcing Steel C Testing Lab U.B.C. SECTIONS 1701.5.1 AND 1701.5.5: A-8 ARCHITECTURAL DETAILS A. CONCRETE INSPECTION AND TESTING REQUIREMENTS: Contacts: Havlin Kemp, Bill G. Lambert — - -- -- -- — A-9 ARCHITECTURAL SECTIONS AND DETAILS Grouting Process and Grout Space prior t3/ond during 1 CONTINUOUS CBSERVA110N OF SLAB ON GRADE AND TILT WALL PANEL CONCRETE PLACEMENT IS REQUIRED. - - Grouting Operations C Testing Lob ) Landscape Architect' Installation- - -" - - - - ---- 2) OBTAIN 4 TESL CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS THAN 28 CUBIC A-10 SPECIFICATIONS ? and Grout Placement for Cost YARDS ARE PLACED). BREAK 1 CYLINDER AT 7 DAYS AND 2 CYLINDERS AT 28 DAYS. (IF THE FIRST 28 DAY Anchor Bolts and Embedment Plates C Testing Lab CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH, HOLD 2 CYLINDERS FOR 58 DAY BREAK) HOLD 4TH CYLINDER FCR A-11 SPECIFICATIONS �1 - 56 DAY BREAK. BREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS NOT MET WITH 2 CYLINDERS AT 2B DAY., -- -- Otten and Associates Drilled-in Adhesive Anchors, Rode and Dowels Shall per ICBO Evaluation loport C Testing Lab 3) VERIFY THAT THE APPRUVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TICKETS SHOULD BE CHECKED ---- -- - -- - - -- - -- - - - - be continuously Inspected during Installotlon q ---- - 11855 Southwest Rid ecrest Drive ---- ----- -- __-__--_ __ FOR ALL TRUCKS ENTERING THE SITE. S-1 FOUNDATION PLAN 9 Drilled-In Exponslon/'Hedge Anchors In Masonry per ICBG Etalua'lon Report 1 C Testing Lab # Beaverton, Oregon 97075 B. DRILLED EXPANSION ANCHORS INSPECTION REQUIREMENTS ARE AS F01_LOWS: S-2 FOUNDATION DETAILS APPROVED FABRICATORS: i) VERIFY EXPANSION .ANCHORS TO BE INSTALLED ARE PER THE DRAWINGS AND SPECIFICATIONS. - Phone: (503) 644-5066Certificate of Compliance must be Submitted to the - -- 2) JOIST SEATS - C)NTTNUOUS INSPECTION OF INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE S-3 FLOOR AND ROOF FRAMING PLAN Fax: ( 503 641 -3g 092 Architect or Engineer of Record, for all Off site Fabrication P Testing Lcb ON THE DRAWINGS su^h as Structural Steel, Open Web Steel Joists and Girders 3) LEDGERS - PERIODIC INSPECTION REQUIRED, VERIFY INSTALLATION PROCEDURES ARE FOLLOWED AT BEGINNING S-4 FRAMING DETAILS Contact: Janet Ot ten, Jennifer Tanner Glu-tome, and Pre-cost Concrete, Etceteras OF INSTALLATION. UPON COMPLETION OF ALL DRILLED ANCHOR BOLTS, THE SPECIAL INSPECTOR SHALL TORQUE I _ TEST 25% OF BOLTS. - --- Site Surveyor. OTHER INSPECTION REQUIi' TENTS C. BUILT-UP ROOFING INSTALLATION CIVIL CALCULATIONS C C - STRUCTURAL CALCULATIONS i C WR71CAL AND HORIZONTAL SHEAR DIAPHRAGMS- Hickman D. STOREFRONT GLASS - & AssociatesPlacement of Sheathing and Nail Spacing for— -- — E. MOISTURE TESTS PRIOR TO INSULATION Vertical Wood and Metal Stud Shear Walls r Testing Lob/Engineer F. ELASTOMERIC PAINT 1705 Le� Street -- ---- - -- - - Placement of Roof Sheathing and Nall Spacing P Testing Lab/Engineer Lake Oswego, Oregon 97034 - STRUCTURAL OBSERVATION NOTES: p STRUCTURAL OBSERVATION i Phone: (503) 697-6869 - --- - 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 48 HOURS IN - FOOTING REINFORCEMENT p Engineer ADVANCE OF REQUIRED OBSERVATION(S) APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE Fax: (503) 697-6960 - - - --- OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL 8Y THE ENGINEER OF RECORD DOES NOT PRECLUDE SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL ERECTION P _Engineer THE INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. Contact: Gar HickAT COMPLETION OF ROOF DIAPHRAGM NAILING (INCLUDING Gary man P Engineer 2. UPON COMPLETION OF WORK THE STRUCIUI�AL OBSERVER SHALL S,JBMIT A REPORT TO OWNER AND BUILDING OFFICIAL rlrALl ANCHORAGE CONNECTIONS) - - -- - ) _ WITH WET STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSE 1VATIONS MADE. THE REPORT SHALL IDENTIFY Geotechnical Engineer: AT COMPLETION OF THE LATERAL FORCE RESISTING SYSTEM P Englneer ANY REPORTED DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED. -- - - Carlson Geotechnical r- -- -- --- - - P.O. Box 23814 -- - - - - Tigard, Ore on 97005 Phone: (501-:)) 684-3460 TOTAL NUMBER OF ORIGINALS IN SET 2 4 s 1 5 1 11 1 11 1 9 1 24 10 2 Fax: (503) 670-9147 Notes: REMOVE AND REPLACE ALL PREVIOUS PRINTS UPON RECEIPT OF REVISED DRAWINGS. REPLACED Contact: Brian R;.nney DRAWINGS WITH REDLINES OP COMMENTS SHALL BE SAVED FOR RECORD. S FIRST ISSUE/REVISED Q RE-ISSUED WITH NO CHANGES Q PRELIMINARY/PROGRESS DRAWING Schematic Site Plan (See G-1): Vicinity Map: 0 DELETED DRAWING ® FOR REFERENCE ONLY © 8 1 j 2" X 11" SHEETS - SEPARATE FROM DRAWINGS (CALCULATIONS) � SITE ,�, — Def erred Su tbmittals (Bidder Design): O NO. SYSTEM DESCRIPTION SUB-CONTRACTOR _ SUBMITTAL Q 1 LANDSCAPE IRRIGATION TO BE DETERMINED BY SUB-C'ON i RACTOR 2 ELECTRICAL CURRENT ELECTRICAL BY SUB--CONTRACTOR Stip 3 MECHA14ICAL _ _ ARROW MECHANICAL BY SUB-CONTRACTOR _ P"} / 4 PLUMBING - WESTERN PLUMBING BY SUB-CONTRACTOR \\� MOTE;. SUBWTTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, r„K.. WHO SHELL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDiU TING THAT THE DEFERRED ti SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THEY HAVE BEEN FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF C-c ZONE �"� I THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHAL4,NOT BE INSTALLED UNTIL THE �ESIGi� TAL DOCUMENTS HAVE BEEN r,?"h RCVED BY THE BUILDING OFFICIAL. PLAN (' FlE A i For C PLI V�p APPLICABLE Quicklube r 1 ard 9 181 \ .�� ` dA,t 1958 r tr.lrtur post Code(O oe�oo 4 tMIFI.un uPT1.A,TTAC9Ir.0k Ago ••. C - j: 4txX, yon�%i ng SSfoec altY,C C (OPS0 SPECIFICATION I)0(w. 2 0 Electncal Specialty Codd(OE r r I $TRI Y iVRAE CAI CS 9R atn Un,form F ro Cdde(U PLAPJ REQ".._LV APPROVAL RG!/AL CFO R1;C- lr R L CAL 1 tlBc era 9,(fire re C FORCCMPLIANCE WIT(APPLICABLE PORTIONS OF >eMiSC UMENTS G 7 UPC Sid 10.2 tMe�ms) i -------- - ---------- 700 19911.Omyon Structural Sr�x•�u,,e�,l Cade(OSSCi - 9 C-G ZONE iaK)o�PMlurnt).nq Sr M tIC��(OPSC) ) h /iLAr� fV/Z•,✓.1( l PIAN REVIEW APP AL DOES AUTHORIZE i" C-G TONE L pOGV ric'"j;J / CONSTR'JCT10 O PROCEED I IOLATION OF 9 Y FEDERAL$T ,OR LOCAL RE TIONS,NOR DOES 2txX1 Oreaon Electrical Specialty Cafe(OE SC) 1 : 1998 Oregon Undam Fire Cato(OUFC) cc 1 - IT PELT DESIGNER FROM LIABILITY OR 1497 UBC Std 9 1(fire sarmkten) ) T Nn RESPONSIBILITY. / - -- -- m ✓ PLAN REVIEW APPROVAL DOES NOT AI.TTHOF ' J • DATE. 1997 UFC Sid 10.2(fire alarms) O 9 CONSTRUCTION TO PROCEED IN VIOLATION OFIFEO v BY N' ' tHEIiEVET DEbNERAF FROM ANY LI YOOR GLAIR C (`s Tr / `� • % RESPON5181LITY. jj. a,Q/N.-01 ......... . -� uCi .! " 2003 1 0 0 6 CITY OF T IGARp Ina Approved.. ..... Conditionally Approved................... pp.�. DATE L G D3 For only the w��jj��;;��a scribe in -1Ji1PC01]l dJl JLAC' CLAIR COMPANY, INC. PERMIT NOTjy- �_ _�� -�� . YI / / -- Soh L,lter`To Follow. -•-•.( )- �\ sy e ® \ j •" Y# DATE JkNUARY 2003 -- / TIITTIITTI , i- 1 _ ,-F-T T-1 ZTi ST( I T T - - pro- _ — -- HIRE LANE PROGRESS SET \St��"�iaJ ref/ SCALE �PROJ. N0. _' --- � 4, E. �35?. � �>. NOTED 1 203007 PROPOSAL SET ❑ •` ,� . PACIFIC I�I�H�A� -- � DRAWN - CHECKED ----- - "� J -�r I SITE DESIGN REVIEW SET ❑ --- —__ -- - tJ. S. HIGHWAY 99W - -- _ OR' L HK - ` crT N.T.S. VLMK PLOT DATES: BUILDING PERMIT SET ❑ �.�tQ►,�=3o-os O �_ — -- — __ - — — -- --- - e±ce wic -- --- -- ---- - 1/9/2003 7:24..2 billl _ 1/9/2003 11:49.21 bill) "OVER ' / 3' D CONSTRUCTIONS v 1 1 1 20 2003 1 .38.3 ball 1/29/2003 8:37.13 bull CTIIZL=)✓�,TSZTSZLI=IIIIIJ��TTT-i ( T FI:LLj-r77:1�, r- .___.._. -- I 1 x 2/18 2003 8:55.4U bill) /..0/200.3 9:2[.26 bill) 3/3/2003 10:47.48 billl Pacific Hwy 13545 v BUP2003-00435 SITE PLAN 4/21 2003 12:49.34 ill 1of 24 S/8�2003 13:19.26 Will C O N S i_i L T 1 N G 503.22.4453 (�UICKLUL�E TIGARD I i 5/27/2003 7:38.2 bilil 503.248.9263 t-t IJ.T.S. 5/30/2003 10:4?.23 kurtn ENG I N E E R 5 8/6/2003 11 4,49 bill) vlrnk@vlmk.com VLNAK PROJECT NO. 203007 203007 23007CVR.dwg 1011312003 10:21.14 bill) Www.vImk.COro 1J W - 3 � e Portland 2 Il n 0 3 Avenue Po d re on 7 3 439 t 9 9 If VAI oMCE ,r� _�____.__._..r_��. .,.,. .. .A.RR1C!•n.,,W!�. ...... . �� 'Art..:.. ,,.'1M,-.... 'i ..- ,.. .., :'.,:'n1: "'.:.. .li..; .. .. ... „rT.., „ w"w�.t :,�:aidl::`.il4FIYRiei�MOi,L:. ,. :M-,•.i.�gC11Mi1N.r1YRBaImMr!.,p�'.".MgRtl1T.l► # " NOTICE: IF THE PRINT OR TYPE ON ANY IIT Ill Ill III Illr!II^I I Ili 111 Wil I 11 r797err r�r illrr i fif 11► fli IIF TJf r11 11r 1 tfl111IIf171 IF Tl il f 11f Ii 11 i ( f ! I1 11111 III IIIill Ili �f � l ISI 141 � leliIMAGE IS NOT AS CLEAR AS THISTOOL ICE, �._ I-1, —_ _ _ 1 _S� !1 oL_ �L— -.I 11—' l l �-�1�4� IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ __ N. f+"=' W,'- J xMe. ORIGINAL DOCUMENT ti t- I I F II �I�IIIIII (III 111 11 1111 I1III (IIIIIIIII ILII IIIIIIIII ILII IIIIIIIII!IIIIIIIII (IIIIIIIII( III IIIIIIIIIIIIII Ilii ILII ILII ILII IIIIIIIII IIIIIIIII IIIIIIIII Illl�lllllllllllllllllllllllllllllllLllllllllllJgllllll 9 I �lllU1 sll!llllllllLlll!I IIIIINII w z r' i i rte- w UI 2 z o / / v d w S U W oA p� o•/ / = w ``' Q w � � to z (r a s�� i \ O�c^�� I a z cr X I Lj f \ - � NEW 6.0' HIGH WOOD FENCE I %% u° � „� � o o p 0 o w m m r a - \\ ~vim• / EXISTING RESIDENTIAL - ✓ 0 O v�o G5 \ BUILDINGS TYPI L t�0 Fc0 P"^ f �� I EXISTING BUILDINGS �\St� II I I �' S I TYPICAL 17,352 ��F� > I I o� r C-G ZONE ti �o1zEcc � .Q \ ALTERNATE #2: - s I ,�• / 1) 6.0' HIGH CMU WALL INSTEAD II �S s• / 1 10~ l `7', r OF WOOD FENCE l �r• p - / 2) 10.0' LANDSCAPE SETBACK INSTEAD I UNDEVELOPED AREA III �ZG�O 1 2 F �-xP• 4'�A OS JF THE 15.0' SHGWN 3) SEE DETAIL 12/G5 I �� (ROUGH SEED PER L-1) t"J�C"9� 0). 17^�, m M E \ v ,N C J Oc^92 �n s 4 2p`Sp-,21 E S� ioc� 20 J' R s. ry oo moiE %p 4 I .� p o °p ,0 5 / � o > '1012 Il EXISTING EDGE OF A.C. PAVING TO REMAIN �' 40.0' t, \ - _ S 33 15'1 7" W 233.99 v TYP. vm. \ / -- ----- ------ - -- - - -- -- - -- 11 / z C; / 20 y 7 0 -- - 715 --�__-�, 11 Cr E� Z N% -- w C-G ZONE 1s --- 3 's J C I w 15 �`� II � 9 O. � it Z _ a -- - - QI - -- I r�1 - � I Z C 1 / toa 1.67 I C Qj 21 Q # - - ' SAWCUT AREA Y v � _90 I 90 3 1.6 � 49 \ ,� ---. _-_- � 2 STORY WOOD FR opo V1 / O ------ I u r ' AllIII 14Cn ` 000 0 ', I I cp 6% D LS -- - - - u 19 - -- - - -- -- --- -- - - _� ti - I, I I I I a TT-I -- = - -- _ - - -- - 1ZZ -I� f=�7 y CURB CUT BIKE LANE ` � 8 11 7 B -- - - - - Ln �� 5' WIDE SLOPE EASEMENc r - -- - - - -` - --- - - -- -- �, r5 PER BOOK 342, PAGE 258 t EXISTING S W RFMOVE EXISTING SIDEWALK - INSTALL NEW SIDEWALK EXISTING ♦' C) �� TO REMAIN SIDEWALK -IGHWA - -__-.--__ -- - -- - 1� �. 1 , I 'L`/ - �T TO REMAIN ------- -----=- to _ A � RAISED ISLAND L/ LEFT TURN LANE. j - -`_ `rM1JVA-Y _ -- - IK LAN . SITE PLAN 1" - 20.0' ATE PLAN KEYNOTES -----=- Ot EXTRUDED CONCRETE CURB. LO(ATE ,ROUND ALL LANDSCAPE AREAS AS SHOWN U.N.O. . 5'-0" TYPICAL 11111 CURB RADIUS AT CORNERS (U.N.O.). SEE DETAIL 2/G-5. PLAN NORTH `p 0 20 40 60 O 3" WIDE PAINT STRIPE. 0 LINE OF APPROXIMATE LOCATION OF SAWCUT. SAWCUT EXISTING PAVEMENT SECTIONS ,GENERAL NOTES: ASPHALT AS REQUIRED TO INSTALL NEW UTILITIES OR MAKE. CLEAN JOINT. PAVE UP TO NEW BUILDING AS SHOWN. PROVIDE. SMOOTH CLEAN � MAIN AISLE AND PARKING - 2 1/2" A.C. PAVING OVER 8" CRUSHED p _ 1. PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREA TRANSITION FROM EXISTING ASPHALT PAVING TO NEW ASPHALT PAVING, ROCK OVER COMPACTED SUBGRHDE. A Q B R E VI A CI 0 N S: FROM U R VE Y CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. - ) LEGE IBJ U: (FROM SURVEY) REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE ILO EXISTING TRANSFORMER TO REMAIN - COORDINATE WIM ELECTRICAL. SITE PLAN SYMBOLS: ANGLE POINT TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. PAINT STRIPING (3" WIDE AT 2'-0" O.C,) DENOTING PEDESTRIAN ASPHALT PAVING AS NOTED THIS SHEET Q AP -�----.-�- PROPERTY LINES05 AC ASLPHALT PAVEN ENT 2. CONTRACTOR TO REVIEW SOILS REPORT BY ACCESS WALKWAY OR NO PARK;NG. BSW BACK OF SIDEWALK �`--- ADJOINING PROPERTY OR INTERIOR PROPERTY LINES AND EXISTING SITE CONDITIONS PRIOR TO EXCAVATIING BASEMENT. 6 BICYCLE PARKING FOR 3 BIKES) - SEE DETAIL 3 G 5 , LANDSCAPED AREA - SEE SHEET L-1 �1+ _ BLDG BUILDING RIGHT-OF-WAY CENTERLINE WATER TABLE IS AT OR NEAR BASEMENT FINISH FLOOR. 0 ( / CB CATCH BASIN • FOUND MONUMENT AS DESCRIBED O NEW CONCRETE SIDEWALK (TO MATCH EXISTING WIDTH) PER O.D.O.T. 00.0 CON TROL DIMENSION COR CORNER O CALCULATED CORNER POSITION STANDARDS. REMOVE EXISTING SIDEWALK AS REQUIRED (SEE G-2). _ CL CENTEFLINE CONTROL POINT PLANNING AND ZONING REVIEWS - X 4(- 6.0' HIGH WOOD FENCE WITH STEEL POSTS AS SHOWN © NEW STREET TREES PER LANDSCAPE PLAN (SHEET L-1). (SEE SPECIFICATIONS) CC CI1R8 CUT -- CURB LINE JURISDICTION CITY OF TIGARD, OREGON ) EXISTING TREES TO BE REMOVED. USE CAUTION TO PROTECT EXISTING GARB. GARBAGE ENCLOSURE - SEE SITE DETAIL SHEET CI_FL CHAIN LINK FENCE LINE CONCRETE WALL LAND USE ZONE C-G (GENERAL COMMERCIAL) MINI-STORAGE BUILDINGS (NEIGHBOR). CMP CORREGATED METAL PIPE - ---- EDGE OF PAVEMENT CO CLEArJ pU7 .• STREET ADDRESS 13565 SW PACIFIC HIGHWAY 10 EXISTING BUILDING TU BE PARTIALLY DEMOLISHED AND REMOVED PRIOR � DISABLED VAN PARKING STALL. 8.5' STALL W/ 8.U' STRIPED C_) CATCH BASIN TO CONSTRUCTION. CONTRACTOR TO DEMOLISH REMAINDER (SHELL WALLS, �•AN SIDE ACCESS. PROVIDE CODE APPROVED SIGN AT EACH STALL Q DEC DECIDOUS TREE WATER VALVE FLOOR, FOUNDATION, ETC) DURING START OF CONSTRUCTION. USE CAUTION SEE STANDARD DETAIL AT SITE DETAIL SHEET. [L DL DITCH TO PROTECT E ISTINC MINI-STORAGE BUILDINGS NEIGHBOR © NUMBER OF- STANDARD PARKING STALLS 8.5' X 18.5' �_ FIRE HYDRANT ( ). DBYL DOUBLE YELLOW LINE SANITARY SEWER AREA SUM MARY: 11 EXISTING ASPHALT PAVING (PARKING LOT) TO HE REMOVED. (n DMH DRAINAGE MANHOLE (STORM) TELEPHONE MANHOLE SITE AREA: 26,167 SOFT. 0.60 ACRES (+/-) 12 EXISTING CONCRETE DRIVEWAY TO R,:MAIN. USE CAU11ON TU �(1SP. AT 8.5' = 2 Nl1MBER AND WIDTH OF PARKING SPACES. LLI --� EG EDGE OF GRAVEL TELEPHONE PEDESTAL PROTECT DURING CONSTRUCTION. TIE NEW SIDEWALK INTO EDGE OF EP EDGE OF PAVEN,ENT DEVELOPED SITE AREA: 17,924 SOFT. 0.41 ACRES (+/-) _= WHEELSTOP PER SITE DETAi E POWER POLE EXISTING DRIVEWAY (REPAIR EDGE OF DRIVEWAY AS REQUIRED) AS �+ 3 �-rye -�-� �n�>j..��►R1 Z 7 GB GRADE GREAK r GUY ANCHOR @��-�� REQUIRED TO ALIGN WI,H EXISTING SIDEWALK TO THE EAST AND WEST. F- O IE INVERT ELEVATION BASEMENT: 1,340 SQEL NEW FOR COMPLIANCE WITH APPL.ICABLEPOHTIONSOF C� FC6 -v- SIGN 13 NEW 5.0' WIDE CONCRETE SIDEWALK (4" THICK, UNREINF.) FROM NEW 1998 Orequn Structural Specialty Cudo(OSS(,) W FACE OF CURB (SHOT AT BOTTOM FACE OF CURB) 0 CATCH BASIN (C.B.) FC LIGHT POLE MAIN FLOOR: 2,452 SOFT. 14% COVERAGE CONCRETE PATIO TO NEW SIDEWALK ALONG STREET (SEE 1/G-5). 1999OregwMechanicalSprcialtyCode(OMSC) O 1Z FACE OF CURB WITH 6" EXPOSURE (SHOT AT BOTTOM FACE OF CURB) -- --- A MANHOLE (M,H,) 2000OmgonPlumbngSpecialty Code(OPSC) h� (n O FH FIRE HYDRANT ��-�-�J SMALL. TREE & BRUSH LINE TOTAL BUILDING AREA: 3,792 SOFT 14 NEW 14.0' X 22,0' CONCRETE PATIO (4" THICK, UNREINF.). 2000CrewnElectncalSpecialtyCoale(OESCI l I �- U TII,I TY PO)_L 1998 Onion Uniform Fire Code(OUFC) FND FOUND GAS LINE 15 CURB AROUND L 4PROVID E ISLAND T SHOWN (.4PPROX. 2.67' WDE) 1997 UPC Std 9 1(fee sprnkler�) � � 6 IP OVERL EAD POWER LINE CANOPY AREA: 917 SOFT. ROUND END AND PROVIDE CURB CUT (SEE G-2 . MATCH WIDTH OF � FIRE HYDRANT (F.H.) 1997 UFC Std 10-2 011ie alarms) � ch IRON PIPC CMU PLANTER. PLAN REVIEW APPROVAL DOES NOT AUTHORI7E U7 Q !- IR IRON ROD UNDERGROUND POWER LINE LANDSCAPE: 8,334 SOFT. 46% COVERAGE ❑M METER CONSTRUCTION TO PROCEED IN VIOLATION OF a� LS LANDSCAPED AREA UNDERGROUND TELEPHONE LINE 16 EXISTING ASPHALT PAVED PARKING LOT/DRIVE AISLE TO REMAIN. V UTILTY VAULT A.C.PAVING: 7,138 SOFT. 40% COVERAGE USE CAUTION TO PROTECT DURING CONSTRUCTION. r FEDERAL.STATE.OR LOCAL REGULATIONS.NOR DOES LP LIGHT POLE WATER LINE v �. 1 LLJ TRANSFORMER AND PAD 1T BELIEVE DESIGNER FROM ANY LIABI'_ITY OR DAIT NG NATURAL GROUND SANITARY SEWER LINE PARKING (8 SPACES 2.1 PER 1,000 SOFT 17 NEW ,ONCREIE CURB/RETAINING WALL PER G--2. RESPONSIBIUTY. // ® VALVE BOX COVER JANUARY 2003 pp OVERHEAD POWER --_---- - -- DOUBLE YELLOW TRAFFIC LANE LINE ^^- ^ ^�� ^-�_. 18 EXISTING TRAFFIC SIGNAL POLE, JUNCTION BOXES AND LOOP BV: - c� j -DATE:j0 j SCALE Pf20J. N0. M POWER POLE SINGLE WHITE TRAFFIC LANE LINE CONNECTIGENERAL UBG REVIEW CONSTRU OTION. CONTRACTOR ISCAUTION RESPONS'IBLEPROTECT REPA.IRDURING AND/OR `.': LIGHT POLE SMH SANITARY SEWER MANHOLE d MAIL BOX -- I CMR CC NOTED 203007 SW CONCRETE SIDEWALK �► TRAFFIC DIRFt;TION UNIFORM BUILDING CODE REVIEW, 1997 ED1T10N, 05SC AMMEND!dENTS 10 1 98 REPLACE IF DAMAGED. ;�� WALL. MOUNTED LIGHT SWL SINGLE WHITE LINE / / O ( /9 2003 11:50.47 1,illl DRAWN CHECKED POWER, TRANSFORMER UNIFORM FIRE CODE, 1997 EDITION, OSSC AMMENDMETITS 4 30 98 19 FIELD VERIFY EXTENT Or NEW SIDEWALK AND CURB TO PROVIDE FIRE DEPARTMENT CONNECTION F.D.C.) /2003 10:41.59 bill) TOP TOE OF SLOPE / / SMOOTH CLEAN TRANSITION FROM EXISTING SIDEWALK TO 1/15/2003 8:35.31 billl TOE TOP OF SLOPE GAS VALVE OCCUPANCY B (OFFICE) AND S-3 (SHOP) NEW SIDEWALK, ��-�_� hd GATE: VALVE 1/16/2003 11:54.8 bill) E1GL HK GAS METER 1/23/2003 15:45.2.7 bill) UP UNDERGROUND POWER 0.0. CLEAN OUT (C.O.) CONSTRUCTION 1YPE V-N (CMU WITH W000 ROOF) 20 POLE MOUNTED SIGN BY OTHERS. PROVIDE((1) 4 DIA. CONDUIT 1/28j2CO3 15:51.15 billl SHEET No UT WATER METER O UNDERGROUND TELEPHOIJE TO THIS LOCATION FOR POWERED SIGN. `�.��-- ti:�-"- 1/30 2003 9:20.54 oilll FULLY SPRINKLEb NO WL WATER LINE BUILDING LINE , . 3/3003 9:11.19 billl 21 EX STING PROPERTY LINE TO BE REMOVED. � 4 2? 2003 12:50.21 bill) WV WATER VAL"[ EVERGREEN TREE ALLOWABLE AREA 8,000 BASIC ALLOWABLE / ACTUAL AREA: 3,792 SOFT. GARBAGE ENCLOSURE, SEt DET#IL 8/G-5. 5/8 2003 13:2.7 bill) I 1TC YELLOW PLASTIC CAP DECIDUOUS TREE © 5/25/2003 8:9.5 bill) G 1 5/30/2003 10:4:'.51 lil Pacific Hwv.13545 7/152003 13.28.26 bill) BUP2003-00435 2 007 23007G--1 dwg 104'1,,/003 10:58.55 billl 2 of 24 t NOTICE.: IF THE PRINT OR TYPE ON ANY 1 1 1 III III III III III III I It l l l I III I I I I I I III III 11 III III III I�I I L I I III III I l t III III III I I I I I I III III I I III III III I I I I I I I I I I I I I I I III III V I I I h! I I I III III I I " IMAGE IS NOT AS CLEAR AS THIS NOTICE, l I - l I-._.L II I I I -I,'1 I I �L_I • I I�L._ I I I I �I I I1� I io �) IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT J fr IIII IIIIIIIII ►Ililllllll►li ILII Illl�llrl�lllllllll Illi ILII IIIIIIIII Ilillllll IIIIIIIII illl ill IIIIIIIII Illi illllll I illi Lit17111111191 illi Illi iullllli iIIIIIIIIIiuI�IUI iIIIIIIIIiillllullillllllill W�lllllllllll 9 1 ' lllllls�illll1ll11lluu illiNl GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION', LOCATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY / THE CONTRACTOR. WHEN ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. / ,,'FSO 2. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND UNUSED CONSTRUCTION MATERIAL. / (� zp nL O / 3. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, SURVEYING, TESTING, \ �Z �� o / Z PERSONNEL, TRAFFIC SAFETY CONTROL AND AS-GUILTS FOR ALL PHASES OF CONSTRUCTION. un 4. PROPERTY LINA BEARINGS AND DISTANCES AS WELL AS SITE AREA CALCULATIONS ARE PROVIDED ZONING AND PERMIT REWLIN ONLY. REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. \ 5. CONTRACTOR SHALL COORDINATE PUBLIC IMPRJVEMENTS AND INSPECTIONS WITH ODOT. GRADING IN THIS AREA (15.0') AS 6. PROPERTY CORNER SURVEY MONUMENTS, WHICH ARE IN DANGER OF BEING DISTURBED OR REQUIRED TO INSTALL NEW\ J - DESTROYED BY THE WORK Or THIS PROJECT, SHALL BE TIED-00T BY A REGISTERED / �ti20 FENCE AND LANDSCAPING , s PROFESSIONAL SURVEYOR PRIOR TO THE BEGINNING OF ANY '^()NSTRUCTION, AND SHALL BE RE-SET IN ACCORDANCE WITH STATE LAW, IMMEDIATELY FOLLOWING THE COMPLETION OF ALL �� CONSTRUCTION. �� e t I Il GRADING NOTES EXISTING RESIDENTIAL J � °� �' BUILDINGS TYPIC L � 1. ALL NEW CONTOURS SHOWN ARE FINISH GRADES, UNLESS OTHERWISE. NOTED. O�y s �� o •ti 24 � • �s z °0�� li8 4Ke 248.63 AC 3 IV , EXISTING BUILDINGS / / PR i TYPICAL FO OF . ORGANIC AND UNDESIRABLEMATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREA �, Z, s� ri � T AS DIRECTED BY THE ENGINEER. ° !� �� V�_,o FO� ck 2 s3. ALL DISTURBED AREAS NOT LANDSCAPED ARE TO BE HYDROSEEDED OR BEDDED IN STRAW P • / 11a, yTO PREVENT EROSION. SEE EROSION CONTROL PLAN, SHEET G4. 2.4880'TCs. ov 4630 AC 8 p y� �)4. SE:E ARCHITECTURAL AND LANDSCAPE DRAWINGS WHERE GRADES IN PLANTER AREAS ARE �' °fiw;, ,a-q, ,� �� T 7f � ��D2ocs,�% NOT FULLY SHOWN. s7. a �p to t^'� a �J,ti 4N M. 0 5. ALL FILL AREAS SHALL BE STRIPPED OF ORGANIC MATERIAL. FILL WILL BE PLACED IN 6 - tie.a O� �\ �s9� \ `�<^C� TO B-INCH LIFTS AND COMPACTED TO 95 PERCENT RELATIVE MAXIMUM DENSITY ACCORDING / T /' 4` ' � _ \ 9JI �U� 9 �y �( y <` O 2 F�b F_7XPIRES: 12/31'20 TO ASTM D-1557 STANDARDS. BASE ROCK IN THE PAVED AP,EAS WILL BE COMPACTED TO <°�� - 4 �O 45.59 95% ASTM D-1557. LANDSCAPED ARE,I.S WILL BE COMPACTED TO 90 PERCENT. s ? - ,✓-to �_ _ o AC -p ,A ADDITIONAL. COMPACTION TESTS MAY 8E REQUIRED BY THE CITY OR THE ENGINEER OF �/ % ,t 8� ti� Il e - - e \�\ L <.rpp ♦ p J' e / rn m g E RECORD, IF POOR COMPACTION EFFORTS ARE OBSERVED DURING CONSTRUCTION, COMPACTION U ° O / In N E REPORTS FROM A REPUTABLE TESTING LAB WILL 8E SUPPLIED TO THE ENGINEER. / p�'r� �'' �4 ,� �, �, y.� °o' zs1 �Sp__ ---249-- Ac ` -- -245• -P ' / N oo > E 6. TOPSOIL STRIPPINGS SHALL BE REPLACED IN LANDSCAPING AREAS AFTEP. SITE GRADING N _: a \ -__` \ @1- N HAS BEEN COMPLETED. ---- - o 'j' -_ - --- _ - -J --- i .n 'n r v rig GRADING KEYNOTES ,4 ° L `�� 9 I / rr u / 4 --7 -_ �S` _ 45.44 TC rn /�� e ..` - _� 3 �- 13 _ 9C� r ! yC' / l Q' I 244.94 AC V Vl cn e S 2. - � a 1 I 7 245.31 TIC V �1 ASPHALT SL-)T THROUGH LANDSCAPE MEDIAN AND CURB w/ EXTRUDED CURB t y; `'° II ! j �/ / j ' l 244. 1 A • Z 0-' m EACH SIDE (10" FACE TO FACE CURBS) - SEE SLOT DRAIN PLAN DETAIL, THIS SHEET. �' 1D °� e r , y�eepp__ SF CS 03 a �t __._-*4 1 1 24 RI c� LU (� EXISTING TREE TO BE REMOVED. '�+ � ---- :, �� - -¢r ; � I �' rn U a 1 ? b l I C 1 �X t► J W c Q STORMWATER MANAGEMENT STORMFILTER CATCHBASIN UNIT - SEE UTILITY PLAN / LD 1 I I rlrr+�b 41 - -- Z o SHEET G3, AND DETAIL SHEET G6. •o I `' ► I I TC 1 245. 5 TC ° a _ CY) ad (� NO CURES AT EDGE OF A.C. THIS LOCATION (EXISTING CONDITION). i cy l +g4e �`a ,a 4 AC �1 45. 2,µ•7S AC I I j / N - 0 4 0 2 Z r`) CURB AND WALK - SEE SECTION B-B, THIS SHEET. �, - ; _ _ � t �� © RETAINING WALL - SEE SECTION A-A, THIS SHEET. V � � a e l r 7 45.08 I ry 45 4 .12 __ � O 11J ro O7 SAWCUT LINE (SEE G1), s i ------ - 1 e I - 2 C e o ---- SITE INFORMATION o -- SURVEY INFORMATION FROM BOUNDARY & TOPOGRAPHIC SURVEY FROM TOPOGRAPHIC SURVEY 7 „ , 1 y I v 245ge F� +�` c9 �' OF LOTS LOCATED IN THE SW 1/4 SEG 2, T.2S., RAW., W.M, CITY OF TIGARD, WASHIt'.GTON / / 245.1 1 e �, COUNTY, OREGON. PROVIDED BY: HICKMAN & ASSOCIATES. INC. (1705 LEE STREET, L�.KE / I ,O $�s < / _ OSWEGO, OREGON 97034. PHONE: 503-697-6869) % / n •� _ - 245.18 °i 1 \ AC T j 4 N Y BENCHMARK: � I�r o245.12 °�"' 245.04V--__ 45.04 244.82 A 2 .12 , tail ALL ELEVATION. ARE BASED UPON THE CITY OF TIGARD DATUM USING CITY OF TIGARD BENCH y fix 13� \ \ \ 7a �I •► p 2 cn MARK NO. 223, WHICH IS A BRASS DISK IN THE NORTH RAMP OF THE ISLAND AT Tt,E o 1 �, ` '` 1 � AC 24x.28 'i�;ti o a ,��H 3 °OO Cn INTERSECTION OF PARK ST. AND HWY 99W. PUBLISHED ELEVATION OF BENCH MARK NO. '223 �_- �� O �� 2 5.50 T I CB a g' s a 9,; /� S BEGIN NEW CURB • M 214.00. c� ( L 243.58 RI I v r d4i •O AND 8.0' SIDEWALK rte G,L s ti 244.78 M� (SEE NOTE 19 ON BASIS OF BEARINGS: " --< ---. EXISTING L4.AC C C j \ o O� 45.38 W 1 245.38 ti ti a�� !p SHEET G-•1) DRIVE 70 \ ALL BEARINGS FOR THIS SURVEY ARE BASED UPON S 33'15'1 7 W ALONG THE NORTHWESTERLY H LS `.• E IN - #R N A 45.A4C RIGHT-OF-WAY LINE OF PACIFIC HIGHWAY AS PER SURVEY N0. 27,437. __ _ __• _ __T77 � R� �•' - .. �1 ±TI T_T11 �� ` �--� 7 - -- -- - - --- 62.0' SP �`I T�� - ,u_ e 'i> CUT Apr111i� CU ♦ U (;U B e c t 1 _ %IKE ANN. V14 4 ♦ _ - 10 . '_ 244.87 . 4 �F5.2 _TFl e >_--,Z4.3.55 4y \ a �` o a o t 4 eta . _ EXIS . A - T7 ACT \ _. ` 43.55 TG 5' WIflE, SLOPE EASENI,�N7 242.9 -��• so \� \ •♦'� RAMP `\ \ D TRANSITION LENGTH AS NEEDED -.MATCH EXIST. PER BOuK 342, PAGE \258 FROM EXIST. CURB HEIGHT TO �-- �+ GRADES 1:12 �_ NEW 7! CURB AND 5.S' WALK. ' CURB \ 1 -_- \ � MAX. SLOPE `t \, SEE SECTIOIN B-'B, P.+IS SHEET - ca '6,;7� MAX. LONGITUDINAL EXISTING MINI STORAGE NEW 7 s iii--- Iv-- BUILDING (USC CAUTION\ +`: \ D TO PROTECT) 1 rn - \ 1 (SEE NOTE 1Q ON �( C SHEET G VARIES --- RAISED ISLAND ,I 1 TAcjf--1 , ' LEFT N NEW AG- 1' - T 2.5'1 - - __ -- - PAVING \ �� "% w "- .. - _ _'!/ . - / /'/ ,/ WAY � CJ/ �V1 / A, I /-EXISTING GRADE '�� 10 �` -- -- - -. VARIES i� iu REMAIN , D` O` r °J 2.9' MAX. ��I -- --- - --- 2/ z-10� L Aw-F-LANE -,2 2 Z P All P-'JI�LV A PRS-i r F CO PLIANCE WITH APPLI BLE PGRTI NS OF RETAINING WALL TO-/ - - s -"---- - L_ _- /� / ,/ i� / l' / hP%0 a1StnxwralSvac.eityC e.OS`,CI - -- g - !� , r / i' // II 99 Ur gen Mechanical�.nityt oda PSC) BE BIDDER DESIGN = - - - --- -- --- -- - ---- -- ---- � / / O Electrical lamb. S -'- - 199''U qon Un.f orm Fne Coda(O C) _ Specslty (OESC1 T-L ''. y a + t�� I l99tU Std 9.1 ;bra spnkkral _---_ 1997 U Sid 10.2(fire alarms) / 4 / --' , --�% CC NSTr C ON TO PAO IN OLA ON OF / FEDERA 1iTATE,ORLOC'ALRE TONS. DOES II/ IT REL.IE E DESIGNER FROM Y LIABI ITV OR RESPO 18)LITY. BY {ix' DATE LAIR COMPA Y, INC. RETAINING WALL SECTION A-A AA.dwg N.T.S. SITE GRADING PLAN 1" = 20.0' zo 0 20 ao so ABBREVIATIONS: (FROM SURVEY) LEGEND: (FROM SURVEY) PLAN NORTH r 04 Q 04 z AP ANGLE POINT ��- PROPERTY LINES CC AC ASLPHALT PAVEMENT ---- -- ADJOINING PROPERTY OR INTERIOR PROPERTY LINES GENERAL NOTES: r� BSN' BACK OF SIDEWALK RIGHT-OF-WAY CENTERLINE 1. PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREA 69 - 0 �� S NEW 6.0' WALK (VERIFY), BLDG MATCH EXISTING WIDTH � CB BUILDING • FOUND MONUMENT AS DESCRIBED CALCULMIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. _ WITH SIDEWALK TO EAST & WEST CATCH BASIN REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE l COR CORNER 0 CALCULATED CORNER POSMON TO BE �'ROVIUED BY A REGISTERED PROFESSIONAL SURVEYOR. Iwo C, i 0.5' 5.5' LANDSCAPE AREA NEW TOPSOIL -- - CL CENTERLINE LD CONTROL POINT = LANDSCAPE, cc CURB CUT - - CURB LINE - ' SEE L1. CLF L CONCRETE WALE_ i CMP CORRELATED)METALPIPE -- - EDGE: OF PAVEMENT J � � CO CLEAN OUT CATCH BASIN JUL U Q , 003 100 C� EXISTING AC I I I`-II I- I-�I= DEC DECIDOUS TREE WATER VALVE .�� O '� < AND BASE ^ ^ -I III --II=1 i� �� [ DL DOUBLE YELLOW LINE FIRE HYDRANT CUIIIPany,jnC. B yQm ASPHALT 5AIJ11'ARY SEWER SITE GRADING LEGEND - ITE Se TYPE "C" CURB AND SIDEWALK PAVING DMH EDGE GE MANHOLE (STORM) TELEPHONE MANHOLE � Er, EDGE OF GRAVEL TELEPHONE PEDESTAL Ll1 ° PER ODOT STANDARD DRAWING EP EDGE OF PAVEMENT POWER POLE a EXISTING CONTOUR LINE g� NO. 80700. SEE SHEET G6. GB GRADE GREAK i 144 ■ CATCH BASIN = Z IE INVERT Ei_EVATION ��, NEW CONTOUR LINE �4 GUY ANCHOR a- SIGN MANHOLE � 0 FACE_ OF GiIRB (SHOT AT BOTTOM FACE OF CURB) " FC6 LIGHT POLE SAWCUT71NG OF EXISTING AC PAVING ON PACIFIC HIGHWAY 6 CURB TYP. FC FACE OF CURB WITH 6" EXPOSURE (SHOT AT BOTTOM FACE OF CURB) �J -�- UTILITY POLE a: SMALL TREE & BRUSH LINE EXISTING SPOT ELEVATION LJ7 O I I SEE DETAIL 2 G5. FH FIRE HYDRANT GAS LINE T FIRE HYDRANT � I I 1 RE BE A5 MINIMAL AS POSSIBLE (NONE PREFERRED). FN0 FOUND 143.40 METER AND/OR REPLACE TO MATCH EXISTING. OVERHEAD POWER LINE NEW SPOT ELEVATION Q METER IP IRON PIPE PROVIDE STAKE. SEE SPECS. Vn UTILITY VAULT - -- - UNDERGROUND POWER LINE SIDEWALK SECTION B-B - -- -- IR IRON ROD UNDERGROUND TELEPHONE LINE EL ELEVATION TRANSFORMER AtrO PAI �(� < ( n - lJ J N.T.S. - - 1 , / LS La AF:(� AREA WATER LINE I/ LP LIGH1 POLE B. M. BENCH MARK ® /ALVE BOX COVER ~ LANDSCAPE, NG NATURAL GROUND - SANITARY SEWER LINE TC TCP OF ;URB LIGHT POLE_ DATE SEE S OP OVERHEAD POWER DOUBLE YELLOW TRAFFIC LANE LINE �t• 1 SLOT DRAIN PLAN MPIZSANITARY POLE SINGLE WHITE TRAFFIC LAP;c. LINE BG BOTTOM OF CURB �� WALL MOUNTED LIGHT JANUARY 2003 MH MANHOLE SCALE_ PRO' NC SANITARY SEWER MANHOLE d MAIL. BOX CB CATCH BASIN "� FIRE DEPARTMENT CONNECTION H �► rRAFFIC DIRECTION AC ASPHALT CONCRETE NOTED 03 u1 --- SW CONCRETE SIDEWALK G2 N.T.S. SWL SINGLE WHITE LINE POWER TRANSFORMER AD AREA DZAIN DRAWN CHECKED TOP TOE OF SLOPE GAS VALVE H.P. HIGH POINT 'TUE. TOP OF SLOPE GAS METER HL HINGE LINE BGL WK UP UNDERGROUND POWER UT UNDERGROUND TELEPHONE --- _ WATER METER VLMK PLOT DATES: SHEET NO - BUILDING LINE WL WATER LINE EVERGREEN TREE 2/25%20 3 15:32.27 b1111 yyV WATER VALVE 3'3/2003 10:56.47 robertl YPC YELLOW PLASTIC CAP DECIDUOUS TREE 5'8/2003 13:22.2 bill) 5/27/2003 7:'9.22 Will G Z_ 5/30/2003 :1.5942 kurtn PBok UP20 3- 435 203007 23007G-2.dw 4 5 6/12. 2200) 134�41938billcrpi BUP2003-00435 3 of 24 _ NOT. ,E IF THE PRINT OR TYPE ON ANY ! �� I 1 1 i 1 I I I i 1 1 I I 1 1 1�1 i�I i TfT1Ttr�llr�T r�r r�r�i�1 't i(I 1�1 1�1 I�It1l1 1�1 1�1 I,�rr�1�l)I!I ISI 1lI i�r Ill.i�1 1 I rel ISI 111 I 1 1�1 1�1 1�1�1�1 1�1 1�1 I�1�1 II �` IMt\GE .0 NOT AS CLEAR AS THIS NOTICE, L --�L -I_ 1 -I i_ `� ..... � I II- I,I__.._�!1I _I. ._l_S�_I I I I - I 11� I --1J I �J 'yL �- Il IS DUI TO THE QUALITY OF THE N.3e •• -- ORIGINAL DOCUMENT 1 r t-J iiiia iiu il . 1' r 4, UTILITY NOTES 1. BEDDING AND PIPE ZONE BACKFILL SHALL BE PER DETAIL SHEE i G5. 2. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN GAR952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM "THE CENTER BY CALLING /1-800- z 332-2344. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER A7 !.EAST 2 BUSINESS DAYS, B, T NOT MORE THAN 10 BUSINESS DAYS, '� � / � � v � BEFORE COMMENCING AN EXCAVATION, CALL 1-800-332-2344. I _ S I W 3. ALL SANITARY' DRAINAGE, RAIN DRAIN AND STORM SEWER PIPING INSTALLED WITHIN 5-FT OF THE (3 OUTSIDE OF THE BUILDING SHALL BE CAST IRON, DUCTILE IRON, SCHEDULE 40 ABS-D.W.V. OR SCHEDULE 40 PVC-D.W.V. CP 4. PRIVATE SANITARY SEWER SHALL BE PVC 3034 OR APPROVED EQUAL. (USE SCHED. 40 PVC WHERE COVER IS LESS THAN 15"). O i/ / I a 'el 5. PRIVATE STORM SEWER LINES SHALL BE PVC 3034, PVC C900, HDPE, UIP OR APPROVED EQUIVALENT, 01.\ I UNLESS OTHERWISE NOTED. 0,P20�� o \� 0rl1� / 6. ALL DOMESTIC WATER LINES OUTSIDE OF THE BUILDING SHALL BE SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED. 8" IE\ 239.45 37 7. CONCRETE THRUST BLOCKING AND/OR "MEGA-LUG" RE` TRAINTS SHALL BE PROVIDED AT ALL 8" IE 23' / / n WATERLINE FITTINGS AS REQUIRED BY THE CITY OF TIGARD, BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH AND CLEAR OF JOINT ACCESSORIES. BEARING AREA OF THRUST BLOCK SHALL BE 0 z COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. d. CONTRACTORS SHALL CONTACT CITY OF TIGARD PUBLIC WORKS AT LEAST 2 BUSINESS DAYS, BUT NOi S MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-639-4171. �y b \ o5- O �. 5 9. MINIMUM COVER OVER WATERLINES IS TO BE 36 INCHES AS MEASURED FROM FINISH GRADE TO TOP c�- C-) / \ i OF PIPE. MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY SEWER AT A CROSSING IS <�, Q / 'J'� \a'. �� ' /` y ,L 18 INCHES. SANITARY SEWER AT WATERLINE CROSSINGS WITH LESS THAN THE MINIMUM VERTICAL OREGON \ U SEPARATION SHALL BE CONSTRUCTED Cr DUCTILE IRON PIPE WITH WATERTIGHT JOINTS. IN SUCH CASES \ ° 2 s<� Ilk. G<1 g 2o) THE 16-FOO1 LENGTH OF SANITARY SEWER SHALL BE CENTERED AT THE CROSSING. EXISTING RESIDENTIALC�yL / rM BUILDINGS TYPI L S• 2iM. 10. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL 13E FLUSHED, STERILIZED). Ov�9J,� � � � e� �'p� y� �� `s � EXPIRES: t2/3y2o AND RE-FLUSHED, ALL IN ACCORDANCE WITH THE CITY OF TIGARD "PUBLIC WORKS CONSTRUCTION CODE." �' c^y2 /�, /EXI,TING BUILDINGS CITY CREWS WILL TAKE BACTERIOLOGICAL TESTS WHEN SG REQUESTED BY THE CONTRACTOR INSTALLING \ TYPICAL / vrATCR MAINS. THE REQUEST FOR THESE TESTS SHALL BE MADE THROUGH THE CITY INSPECTOR. E 11. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WI FH A CLEANOUT AT ITSLn 0 UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100' IN TOTAL DEVELOPED LENGTH, . E SHALL BE PROVIDED WITH A CLEANOUT FOR E,,CH 100', OR FRACTION THEREOF, 1N LENGTH OF SUCH j s. /�?q A t j C11 E 3 PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL CHANGE OF P _P n DIRECTION EXCEEDING 135 DEGREES, THE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES IS 300'. ° �<9�, ,` 12. THE MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER LINES & PUBLIC WATER LINES SHALL BECf 10-FT. \ � 5' a4•,g�' tr'° \A X250 a \ \O OC'` / o� \ \ 2 o V r� o ` ,, / \ y LJ I N UTILITY KEYNOTES \ - -� °°'��' �� ° �� \ -PO '` / / �/ °\ P 1 3" WAT. OCA ��P / \ \ / J W rn \ U°� \ --- - \ \ 251 - P 12" CMP 0"•1 237.02 I \ \ Q) 01 CAP END OF 3" PIPE FOR FUTURE CONNECTION. MARK LOCATION WITH BLUE 4" x 4" POST. � � 5•• --___ � _ Pe 85 � _ � j 2 WA CER METER 'VAULT WITH TRAFF'C RATED LID. METER NOT TO BE INSTALLED AT THIS TIME. / / -� ,, - - - - I e• I CAP END OF 3" PIPE IN VAULT FOR FUTURE CONNECTION. n - - I lag / 0 37 7 \ \ Q Z T' 03 DOUBLE CHECK ASSEMBL (DCA) VAULT WITH TRAFFIC RATED LID. DCA DEVICE NOT TO BE o// �I c - 90 VO .0.4 / - •0 D \ \ U LLT INSTALLED AT THIS TIME. / �/ ASSUMED HLOCATION LATERALEXISTING CONNECTIOCN. 1 \� 10 1w ,% \ \ o 0�l S / CONNECTIDN ALIGNMENT UNKNOWN. I W^ / �'' m \�+S\ 4 DOMESTIC WATER SERVICE. SIZE AND CONNECTION LOCATION PEP, PLUMBING PLANS (BIDDER / / s y i I , DESIGN . P OUT 41, O R M \ 45' UTILITY O • P c 05 EXISTING WATER METER FOR DOMESTIC WATER SERVICE TO REMAIN. / / � 2? � �� D � EASEMENT .`S� .•-/ ' �j1 �� 40\ OREMOVE AND SALVAGE EXISTING TRAPPED CATCH BASIN. \sayLh o v r / \ 07 DEEP STORM WATER MANAGEMENT STOf1MFILTER CATCH BASIN - SEE DETAIL SHEETGE. P X04 /�o v' '" v� i3• IE S-0.020 9 '� \ O CATCH BASIN - SEE DETAIL SHEET G5. SALVAGED CATCH BASIN ACCEPTABLE IF INVERT 242.80 �� <, - i \ ELEVATION LESS THAN OR EQUAL TO 1.30 FROM RIM AND WATERSEAL IS 6" MINIMUM. ,� ---- - _ _._ �-- ----- --� ' nT� .i ___-__ ___ _ APPROXIMATE S-0.0060 \ STANDARD CLEAN-OUT - SEE DETAIL SHEET C5, AND NOTE 11, THIS SHEET. -8DIP - \\\ A SAWCUT LINE 10 12 LF OF 36" DIAMETER ALUMINIZED STEEL PIPE WATER QUANTITY (DETENTION) STRUCTURE. SEE 9 \ z�) �. FF 245.18 \ \ DETAILS, SHEET G6. , \ \ \ \ 11 SITE UTILITY CONTRACTOR TO VERIFY INVER"I ELEVATION PP.I R TO INSTALLING STORM �p'oN !:".711 WATER PIPING AND REPORT ANY DISCREPANCY TO ENGINEER, INSTALL VAULTS TRAF1ryC/ �'?• RATED LIDS FOR FUTURE USK, DO NOT INSTALL METER Ofd C•O. 7� 60" IE 230.4O-,,,,,,,,\ C7`� nom' __-J DOUBLE CHECK ASSEMBLY. CAP'S 9Q 8` IE 4 2. 3 ` \ BOTH ENDS OF 3" PIPE. 242,OJ \ 241 58 1 SITE INFORMATION - IE 242.30 / SURVEY INFORMATION FROM BOUNDARY & TOPOGRAPHIC SURVEY FROM TOPOGRAPHIC SURVEY � OF LGTS LOCATED IN THE SW I/4 SEC. 2, T.2S., R.1W., W.M, CITY OF TIGARD, WASHINGTON _ __ T' -- - - _.. - -- _ a ^ - _ _ - 6 .� SP _ COUNTY, OREGON. PROVIDED BY: HICKMAN �c ASSOCIATES. INC (1705 LEE STREET, LAKE 1 � �- _.T= I r-�- G _ " - -- -- T - f { $ ClIT G - W G d T 1 SWEGO, OREGON 97034, PHONE: 503-697-6869) -- - - _ - '- -- BENCHMARK: - - r - alar t r,(If__ - - -- _ --- _ --_- ALL ELEVATIONS ARE BASED UPON THE CITY OF TIGARD DATUM USING CITY OF TIGARD BENCH J 5' WIDE SLOPE EASEMENT -� r' x MARK NO. 223, WHICH IS 4 BRASS DISK IN THE NORTH RAMP OF THE ISLAND AT THE x0 O ry PER BOOK 342, FAGS 258 ,. INTERSECTION PARK ST. AND HWY 99W. PUBLISHED ELEVATION OF BENCH MARK N0. 223 y + cep = 214,00. cn w Ami OF BEARINGS: ~ T + ALL BEARINGS FOR THIS SURVEY ARE BASED UPON S 33'15'17" W ALONG THE NORTHWESTERL', - - I r I G_ H WAAC RIGHT-OF-WAY LINE OF PAOIFIC HIGHWAY AS PER SURVEY NO. 27,437. -_ -_--- _ --- --- ----- - -- - - AI / __ --- -- -5LLAN -- _ -_-__- LEFT TURiq 'O. _.. BIKE LANE I=1_ L1., NS _ABBREVIATIO : (FROM SURVEY) LEGEND: (FROM SURVEY) AP ANGLE POINT ---. T -` - _. z -�+- PROPERTY LINES � ><- AC AC ASLPHALT PAVEMENT - -- -- ADJOINING PROPERTY OR INTERIOR PROPERTY LINES �t z BSW BACK ('F SIDEWALK BLDG BUILDING -- RIGHT-OF-WAY CENTERLINE „f3 IL • FOUND MONUME!JT AS DESCRIBED CA 711 BASIN _ ^ CORNER OR O CALCULATED CORNER POSITION SITE UTILITY PLAN 1" = L0.0' SITE UTILITIES LEGEND SITEIIA- E ( - CENTERLIN �. CONTROL POINT " CURB CUT = _ - CURB LINE -' N"SAN EXISTING SANITARY CC'LFL CHAIN LINK FENCE LINE CONCRET: WALL --- rM'�SAN -- NEW SANITARY N.LW, - -- -# 0 CATCH BASIN (CB) STS -- NEW STORM SEWER CMP CORRELATED METAL PIPE -- - EDGE OF PAVEMENT .'0 G 20 40 SO � _ ':0 CLEAN OUT ® CATCH BASIN PLAN NORTH -- - -- N"STS - EXISTING STORM SEWER 0MANHOLE (MH) U DEC DECIDOUS TREE pa WATER VALVE DI DITCH FIRE HYDRANT E-- NEW ELECTRICAL_ FIREHYDRANT (f:.H.) -E- EXISTING ELECTRICAL % � DBYL DOUBLE YELLOW LINE (5) SANITARY SEWER W-- NEW WATER GENERAL NOTES: IJ W- EXISTING WATER ME1ER � DMH DRAINAGE MANHOLE (STORM) O TELEPHONE MANHOLE 1. PROPERTY LINE BEARINGS AND 111STANCES AS WELL AS SITE AREA OW- DOMESTIC WATER r UTILITY VAULT w FG EDGE OF GRAVEL cT° TELEPHONE PEDESTAL CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. �- EP EDGE OF PAVEMENT POWER POLE REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE FW- FIRE WATER 4 TRANSFORMER AND PAD 'S B GRADE GREAK IE INVERT ELEVATION `�' Z FG BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. -+� LIGHT POLE _ V. '). CLEAN OUT 'r �� GUY ANCHOR MH MANHOLE �: WALL MOUNTED LIGHT Lil ID IE INVERT ELEVATION 4 SIGN CB CATCH BASIN •� FIRE DEPARTMENT CONNECTION (FDC) 7 Ld L"C6 FACE OF CORP (SHO1 AT BOTTOM FACE OF CURB) LIGHT POLE 0 O id FACE OF CURB WITH 6" EXPOSURE (SHO1 AT BOTTOM FACE OF CURB) ��_� J�J SMA,L TREE & BRUSH LINE AD AREA DRAIN D4 VALVE W FI! FI?E HYDRANT _ FND I OL'ND -y-G OP---.- GAS LINE ■ AREA QRALN (AD) Lf) C: OVERHEAD POWER LINE (v`(c; IP IRON F E `��P .- � �...,,.... t_ (" � LD � UNDERGROUND POWER UNE PLS) - )rl3OF _ �if)n 0 IR IRON ROD r _T __ --- UNDERGROUND TELEPHONE LINT FORCOPJPLI�T' -` LS LANDSCAPED AREA - LP LIGHT POLF - W- WATER LINE 19980''~'y' Ni'l•nlNi ,7UPfa.!r ,x1e l 10 6 1' NG NATURAL GROUND S - SANITARY SEWER LINE 2010(",L�,nr1 f(aV'30", IJI DATE /)p OVERHEAD POWER DOUBLE YELLOW TRAFFIC LA14E LINE 20 0 ! (Q1-,CD JANUARY 2003 pp POWER POLE - SINGLE WHITE TRAr FIC LANE LINE to ll,.• SMH SANITARY SEWER MANHOLE a MAIL BOX 1 y.,T 1l f)-2(F, C•crtle IOUFt.D 5W CONCRETE SIDEWALK ♦ TRAFFIC DIRECTION o+),I,.C'Sid 9 1(1 re aPrmklr"+D GALE PROD. N0. 1Lr1711`t,$fA 1(}2llt/c AI81R)3) T AUTHORIZE �IiC'>,",I�� '�'C_,� #' SWI CONCE TE SI LINE pt AN REVIEW APPROVAL DOES NO NOTED 203007 POWER TRANSFORMER C(nJS1F1UC11UN TO PROC`ED IN VIOI.4TIUN OF TOF TOE U( SLOPE GAS VALVE FED RAL.STATt.ORLQ(ALREOA1fATlOf1S•N� S JUL ', ,} ZC�3 1 O O Z DRAWN CHECKED TOE TOP OF SLOPE 0° IT RELIEVE DES41NER FROM ANY LWBILIT/OR i J RJL HK GAS METER REgpoN5lBiLITY '1�IAr(.'aanpatty Inc, I3vp 14rFT NO JP UNDERGROUND POWER Ov WATER METER , n r DATC UT UNDERGROUND TELEPHONE ----- ------ BY: �_ VLMK PLOT DATES: BIJiLDING LINE VLMK LOT 1 TES: 6 robertl WL. WATER LIN[ EVERGREEN TREE wv WATER VALVE � CI.AIR COMPANY, INC. / YPC YELLOW PLASTIC CAP DECIDUOUS TREE 3/3/2003 10.58.40 robertl G 3 5/8/2003 1.3:22.45 bill) 5/27/2003 7:45.59 Will 'acdic Hwv. 13545 5/30/2003 10:44.7 kurtn f3UP2003-00435 ��.. 203007 23007G-3.dw 7415/2003 14:51.37 craia 481 24 tu.ehtiFl6!!s7YM1Tw-..fir..i�•.-1* e�ir![aar.•._sa�u..:w_s.r_..vx_.:..__..: '__.r: :.. _Me•e+r._wMTp4+�vr,.NpAA4r!MN+TI�Rwr�alrltiwTa..wlw.r.mw�A�ww. '-' NOTICE. IF I HE PRINT OR TYPE ON ANY t l 1. III 11 I III III III I I I L I I III III III I I 'I 1111 111 III III III III I I III III III III III Ill III I I I I I III III 111 I 1, 111 III I I III III 111 I I III I'I I I I I 1111 III III III I I _ _ _ I 11 IMAGE IS N01 AS CLEAR,AS THIS NOTICE. __I __I ��OL IT IS DUE TO THF OUAL11Y OF THE _ _ No 3e �•:-.fir ORIGINAL DOCUMENT -- -- -- -- - ---- - --r - -lll-L-- -- (IU111 - - - -- �Ill�lllliill�llll ILII IIII�IIII ILII IIIIIIIII III IIII�IIII Ilfl�llll llll�llll II!illlllllll�llll IIIIIIIIIIIIII�llllllill�ll 1 lill�l�ll Illlillll IIII�IIII�IIII�III!!I!II�IIII Illl�llll llll� ll�lll Illl�ltil111�1� g ' l 71w, EROSION CONTROL NOTES 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE OR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC ILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL \ / N JURISDICTION FAC AND VEGETATION 'LANDSCAPING IS ESTABLISHED. THF DEVELOPER \ ,�p o SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER 1HE PROJECT IS APPROVED UNTIL \ / THE LOTS ARE SOLD. -_ / ��p d'< Y y' 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY \o i �Gi9`PyZ/ 1 MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE MA BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. -� ` �� i EXISTING TYPICAL BUILDINGSIL 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION _ WITH ALL CLEARING AND GRADING ACOVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, --- N ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. ' A \ ` 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR - I \ ANTICIPATED SITE CONDITIONS, DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE Cr z 9l THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. / / \ \ \ Z 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTION'"!C, � �� I / PApF I 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED IOP VI E VV�p� - \ 1� _ \ ��8 __ DO NOT INSTA STORMFILTER PRIOR TO PAVIN•.,. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN BIOFILTRATION BAGS 251- \\ c'SO_ 249-'-- _ _ CARTRIDGE UNTIL CONSTR TION -� WATER INTO THE DOWNSTREAM SYSTEM. - - �� _-\ _ ., _- - IS COWLETE. RECON RUNOFF WATER WITH SEDIMENT - ' J - "r --�C�""-----"-�-_ -�'1�-_-__, -_-- ---_ -----_- B G11,9,2a�� 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF \ / T `i r �i 9/qN M. 0\)vy- CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN I I / / j' _ __ EXPIRES: 12/31/20 FOR THE DURATION OF THE PROJECT. - _, 74 �� :�I % - -� _2 i 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL 2 I I / c� M M E PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. _ i un ro 4 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS L. :-rr i^mow, p, • 1 I I 1 Ili _j _Jr �, � E POSSIBLE. `p02?�\ I 1 I ,, i - , - �, > @J- SEDIMEt;i WIRE MESH WITH FILTER G��J �, I� - I -`- I ® i o r E 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF FABRIC ON TOP / �.si 1 I 1 I , n .r• -: CONSTRUCTION. �FILTERED 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER WATER 1ST THROUGHT APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL c BE IN EFFECT, SEE THE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND SIDE VIEW 'I �, \ 1 '�` ---------Lj_J: f z Iz m DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. ��T�� N ®_ 4 I \ - - W174 1. O E. I '------ ` �� --- - -1- ,• - H f1_ 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY / ' ' FOLLOWIN: INSTALLATION OF FIRST LIFT OF ASPHALT, REMOVE BIOFILTER � �I \ �� t J W � CSTABLISHED. - I ! t FF o BAGS AND INSTALL INLET BAGS BELOW GRAZE AT ALL CATCH BASINS. r I I - I Z - SEE DETAIL __ THIS SHEET. / I I I ;; `9 N _ v 000 n Ile OQ0 \ Z 2 BIOS ILTER BAG INLET BARRIER , �, I -�--� CUD STANDARD NOTES FOR SEDIMENT FENCES BBIB N.T.S. / Z 1. THE FILTER FABRIC_HALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE �� 1 � � � � U uj -T LENGTH Or THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, 1 \� \� .i - FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POET, WITH A MINIMUM J � o 1 a POET, � � II 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" X 2" POSTS AND ATTACH AS SHOWN ON DETAIL % a 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE _ FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND I �, DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 18 INCHES. -- - - - -- -- - � CATCH &t5/N ORAI£ -- - - - -- -- - -- --- - - -- - --.. - - - - 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL _ �� - - - - - _ - EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED _ ` \ 3 AND COMPACTED ALONG THE ENTIRE DISTURBED AREA. - `\ \ \ \ \ \ cn 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED ` \ \ rn � to STITCHED LOOPS FOR 2" X 2" POST INSTALLATION. STITCHED LOOPS SHALL BE CATCH B45/N - SUSPENSION CORDS/RODS \` \ \` \ \ \ `, INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA. `� \ OVERFLOW - 5. FILTER FABRIC FENCES SHA'.I BE REMOVED WHEN THEY HAVE SERVED HEIR USEFUL "PAC) Cl/ v \�\`PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED `' _- - - - - ------ - `-''�__ - -' � ��i �11C � WA JL- �LAND STABILIZED. f7LTEF SICK / d ,I 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. + ' '�> - - i -- /,U , ,l E -W ,' 9 9, / /NY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ABT SACK FRONT VIEW WET WEATHER EROSION CONTROL LEGEND 1. ANY SLOPE 2% OR GREATER, MUST HAVE GROUND COVER PROTECTION MEASURES ' ' Ri34 FOR SITE EROSION CONTROL PLAN ,• _ 2I.o' IN PLACE BY OCTOBER Ist. GRASS SEED APPLICATION EITHER BY HAND OR �' - MECHANICAL HYDRO-SEEDING WILL NOT PROVIDE ADEQUATE GROUND COVER PROTECTION UNLESS MAXIMUM GERMINATION IS REACHED BY OCTOBER 1. IF SEEDING BIOFILTER BAG INLET BARRIER '�, IS UNSUCCESSFUL, ADDITIONAL GROUND COVER MEASURES LIKE STRAW, YARD DEBRIS . COMPOST, OR EROSION CONTROL BLANKETS MUST BE INSTALLED. x2'x3/4" RUBBER BLOCKS PLAN NORTH 20 0 20 40 60 ExPANSroN REST/P4/rVT CATCH BASIN WITH INSERT BAG 2. ALL EROSION CONTROL FACILITIES AND TECHNIQUES CONTAINED IN THE o,PPROVED STORM f EROSION CONTROL PLAN FOR THE SITE NEED TO BE CHECKED AND MAINTAINED PIPE FffrER SACK GENERAL NOTES: REGULARLY. IF THE FACILITIES AND TECHNIQUES IN THE PLAN ARE NOT EFFECTIVE, ': :;. 1. PROPERTY UNE BEARINGS AND DISTANCES AS WELL AS SITE AREA ADDITIONAL MEASURES MUST BE IMPLEMENTED. INFORMATION REGARDING ;y" �. .,,:>: SEDIMENT FENCE CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. MAINTENANCE CAN BE FOUND IN THE UNIFIED SEWERAGE AGENCY'S CONSTRUCTION REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULAI:ONS ARE STANDARDS, CHAPTER 5, SECTION 8.02.5. TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYON, 3. INFORMATION REGARDING APPROVED MEASURES AND INSTALLATION PROCEDURES IS INSERT SACK CONTAINED IN THE EROSION PREVENTION AND SEDIMENT CONTROL PLANS TECHNICAL SIDE VIEW GUIDANCE HANDBOOK. IF YOU DO NOT HAVE A COPY OF THIS DOCUMENT, YOU MAY Q OBTAIN ONE BY CONTACTING CLEAN WATER SERVICES AT (503) 648-8621. Nore.. RECESSED CURB INLET MUST BE BLOCKED WHEN US/NC RILTEN FABRIC INLET SACKS. S/IE OF FILTER FABRIC /NUE'r SACK lo BE DETERMINED RY MANUFACTURER. _.---__--_- -_-� .DRAV,ING_NOT TO SCALE ---� -�-- -� ANGLE BOTH ENDS IL FENCE TO ASSURE SOIL FILTER C FO IS EDT / FOLLOWING INSTALLATION OF FIRST LIFT OF ASPHALT, REMOVE BIOPIC ER SITE GRADING LEGEND ✓ BAGS AND INSTALL INLET BAGS BELOW GRATE AT ALL CATCH BASINS. - SEE DETAII. __, THIS SHEET. O f - -----14n- EXISTING CONTOUR UNE �� rT�'� CATCH BASIN INSERT BAG ONSITE EROSION CONTROL INSPECTION: --144--- CATCH BASIN INTERLOCKED 2" x 2" POSTS NEW CONTOUR LINE AND ATTACH (� q CBIS N.T.S. CONSTRUCTION CONTACTS FOR: -�- UT1LITf POLE TOP VIEW /I EIA, v"t I + 142.04 EXISTING SPOT ELEVATION FIRE HYDRANT z LII V FILTER FA�.,I� MATERIAL ------------------------------------•---- r 143,40 . '.' METER FIL WI D' ROLLS , NEW SPOT ELEVATION T (COMPANY) / PROVIDE STAKE. SEE SPECS. � UTILITY VAULT c( 1 EL ELEVATION E TRANSFORMER AND PAD 0014u _-_-_-, GENERAL SUPERINTENDENT --------------------- H. M BENCH MARK ® VALVE BOX COVER R, TOP OF CURB LIGHT POLE &104LD .-_- T ---------- BC BOTTOM OF CURB z I1 WORK: __._---______---___. CELL: ______ mi, MANHOLE WALL MOUNTED LIGHT r I I 0 CB CATCH BASIN I Ai ASPHALT CONCRETE ! FIRE Dt.PAR rMENT CONNECTION L_� U AD AREA DRAIN 'o ____-----___-- .-_--_____-_- PROJECT MANAGER _- H.P, HIGH POINT 1Cn I 1 1 I I 6' MAXIMUM SPACING _' ; WORK: _ ' ---------------- C,ELL: ------------------ U) FRONT VIEW r' /2" BY 2" FIR OR PINE POSTS, zz STANDARD OR BETTER OR 0 EQUAL ALTERFENCE POSTSNA fE: STEEL SITE INFORMATION u o Of CC � �� l/1 O Lj S11TCHED LOOPS TO BE SURVEY INFORMATION FROM BOUNDARY & TOPOGRAPHIC SURVEY FROM TOPOGRAPHIC SURVEY COMPLIANCE APPROVAL V�i � a INSTALLED ON UPHILL OF LOTS LOCATED IN THE SW 1/4 SEC. 2, T.2S., R.1W., W.M, CITY OF TIGARD, WASHiNrTON 19%�smo..Isp,�,M, I PORiosoF cp ( - SIDE OF SLOPE - FILTER FABRIC COUNTY, OREGON. PROVIDED BY: HICKMAN & ASSOCIATES. INC. (1705 LEE STREET, LAKE x000 "�" HCl 1 Q b 0 1 9 Lf) Q USE STITCHED LOOPS _ o MATERIAL- ?0000 gonE tel Coft Cod (Opp r /^1 OSWEGO, OREGON 97034. PHONE: 503-697-6869 1 � 0 \JJ so 1997 IJBC Std 9.1(lire I BURY BOTTOM OF '•�•6�C Std t0-? � (� i DATE OVER 2' X 2" POSTS N I FILTER MATERIAL IN 8" BY 6' TRENCH BENCHMARK* t 'pf" ( (Tug ayrrty ALL ELEVATIONS ARE BASED UPON THE CITY OF TIGARD DATUM USING CITY OF TIGARD BENCH PLAN REVIEW gppgOVqL 1 JANUARY 2003 CONSTRUCTION TO PR GOES NOT AUTHORIZE OERAL.gTATE.OR ELATION Q¢ CiY�i) ` > SCALE PRO.. No, MARK NO. 223, WHICH IS A BRASS DISK IN THE NORTH RAMP OF THE ISLAND AT THE Fc OCEED IN `D �� INTERSECTION OF PARK ST. AND HWY 99W. PUBLISHED ELEVATION OF BENCH MARK NO. 223 It HFl IFVE DESIf,►Vq pLq� BNORDOFR NOTED 203007 COMPACT ALL AREAS of = 214.00. BESPoNSIBILIITY `�L .1 ( [.r�� O DRAv7N CHECKED L FILTER FABRIC TRENCH -� • 1 B":g SIDE VIEW - BASIS OF BEARINGS C --`_-__pgnr 2 RJL I e^ ALL BEARINGS FOR THIS SURVEY ARE BASED UPON S 33'15'17" W ALONG THE NOR fHWESTERLY CLAIR COMPANY, INC. � ,��r�omnanv.Inc. ny � MIN. RIGHT-OF-WAY LINE OF PACIFIC HIGHWAY AS PER SURVEY NO. 27,437. SHEET NO 1 SEDIMENT FENCE � SEDF N-T.S. VLMK PLOT DATES: V 2/2 3/32003 10:59.25 2003 15:30.32 l G 4 r�berti bertl 5/8/2003 13:23.16 bill) 5/27/2003 7:41.39 bill) Pacific Hwv. 13545 5/30/2003 10:44.31 kurtn BUP2003.00435 203007 2300-,G-4.dwa 7 15 2003 14:52.12 cro' 5o1 24 NOTICE IF THE PRINT OR TYPE ON ANY IIIIII! I1I1IIIIIIIIIIIIIIIIIIIIIIIIIIIII1T ( IIIIIIIIIII 11I11I111IIIIII��IIIII�IIIIIIIIIIIIIIIIII !Ii�IllilIlIlI11liiulp1qIIIIIIIII�4 g II1I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1II�'I IiI�I l t' IT IS DUE TO THE QUALITY OF THE _ _ No J° �r ORIGINAL DOCUMENT ( S S 8�L LS 9L Z 1111191-111 �S L tL i 8T 8T i9II (III 11II IIlliill1llll (III IIII�IIII IIIT IIIIIIiiIIIIIIIIIIIIII IIIIIIIII !Ililllll IIIT (III IIIIIIIII IiIIIIIIL1111H11111IIIIIIIII IITfIIIIII IIIIIIIIIIIIIIIIII! ►I IIILIIIIIII��II�IIII��i��►I►I�I�►WW1llllll. ! I IIIIIIIII(IIIIIWIIIIII�IIIIlIIIILIIIIIIINIII FOR CONUTRUCTION IN EXTG. A.C.: I. EXISTING A.C. SHALL BE SAW'CUT. THE EDGES 4� SHALL BE PAINTED WITH HOT LIQUID A,iPHALT & ' SAND SEALED. 2. REPLACE A.C. TO EQUAL THICKNESS OF THAT REMOVED - NOT LESS THAN 2" COMPACTED THICKNESS � v 2" THICK, 30000 P.S.I. GRAY IRON, PAVED _ LANDSCAPED g BIKE (NA.C.) E HEAVY DUTY CAST IRON GRATE. AREAS AREAS fi LANDSCAPE AREA rr'HEELSTUF (SEE SITE PLAN \ NEW TOPSOIL AND CURB SECTION) � � SEE SITE PLAN _ AND/OR FLOOR PLAN 6'-0" _ ' RIM ELEVATION TOOLED - 6" EXTRUDED CONCRETE WHEELSTUP T - SEE PLAN SLOPE 2X MAX. 1 i 2 � �-' SET iN EPDXY SEE SITE PLAN FOR � � °�- -NOTE: SOME JURISDICTION ° ° o LOCATION • S II:� r-1-T,-2 Iii! r . -- II oONTRAMAY OCTORLOTO CONFIRM W WEEP LES. - I - I-I o :iz, tc, I 1 SITE DIMENSION ' — o SEE SITE PLAN - IPE INVERT .` - • \`�` i1A o a aG O e aG 00 O D� .� 1'-D" l0 T(> „�„N / oOa ,� o - 1 SEE PIAN 3/4” 0 GRANULAR MATERIAL. SEE SPEC.'S ° n8 r uo FOR COMPACTION ° ° r 0 /•� 4„ OF COMPACTED �� .1 1 i v=i SITE MATERIAL OR CRUSHED ROCK BASE �� ,; `- -�3 2 \ OIL TRAP WITH 4" 0 GRANULAP MATERIAL. h� / — ---- CLEANOUT PLUG - fJ ° SEE SPEC'S FOR - z COMPACTED SUBGRADE 6" pao o o u�ao o�Q KEYNOTES THIS DE� 24" ZPIPEONE 6 PIPE 0 • 0• o;0a COMPACTION Ep PROII - �P FF ASPHALT PAVING AND BASE ROCK - / NOTES: -- C\r�t GING- SS 1 1 2" DIAMETER STANDARD PIPE. SHOP PRIME WITH ZINC SEE SITE PLAN FOR DEPTH OXIDE PRIMER PAINT AFTER INSTALLATION WITH OIL BASED A.) CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL D/2 0. . NOTES_ ENAMEL. COLOR PER OWNER. WITH ALL JOINTS WELDED. CATCH BASIN CAN BE ROUND OR SQUARE D/2' - 51 ASPHALTIC PAVING AND BASE ROCK B. CAULK PIPE TO CAULKING HUB / i 1.) PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5'-0" ON CENTER, SEE SITE PLAN 2 STANDARD 4" CONCRETE SIDEWALK. C. SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED BEDDING II 6" 6" ROCK OR SAND BASE. 4'MIN. 3 6" x 6" x 1/4' STEEL BASE PLATE WELDED TO PIPE ENDS. � GO - 6" HIGH EXTRUDED CONCRETE CURB D ) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. • y9 2pOrL SET IN EPDXY. PROVIDE JOINTS AT 4 SET PIPE ENDS IN 24" x 12" x 12" DEEP CONCRETE FOOTING. E. DRILL (3) 1" DIA. HOLES IN TOP OF BASIN EACH SIDE. 9 p 20'-0" ON CENTER MAXIMUM. �qN M 0V0 1 TYPICAL SIDEWALK SECTION —ONSITE _ 2 TYPICAL CURB SECTION 3 BIKE RACK 4 TYPICAL CATCH BASIN 5 PIPE TRENCH EMBEDMENT SECTION EXPIRES: 12/31/20 SITE-SID N.T.S. SITE-CRB N T.S. f BKRACK-3 N.T.S. G 5 J G S S: Site-cb.dw9 N.T.S. G 5 - N TS. E m m 0 U o x u rn E Y N oo 5 E �;� --- - 8-D c (14 iq E ,.LJ N x'-0 MIN, � 10 n n > 1�, 1 INSTALL 24'x 84' ❑NCRETE G5 ' PAD IN UNPAVED AREAS r, NOTE: FOR " PAVED SURFACE L ;rrt;Y r'.ir yjt;r y;l;r , :y;l;r (/1 rn Ch Z e'/ irt' :C.l' a'r:v :ci;l a:r;l :Y < RAM' TYPE Z � d SEE 517E ,..,.. ",s..'•. �/ _ W w PLAN ,a�•• -- ': �:i;..•w / ' w END-OF-LINE WATERTIGHT PLUG 9 �y'' (2) M -I c (FLANGED PLUG WITH WING-NUT) G5 CONNECTION ANGLES ;; N _ - - - --- - - 4 CONTINUOUS AT TOP W C` ° 4 • < 10 SEE DETAlL ° _, �i � L Z 5e000000 o e e \ GS [i �.- Cn a USE PJB RISER PIPET SMALLER DIAMETER PIPE � G MUST BE-*P�P�R❑VED BY THE DISTRICT `HINGES BOLTED i0 CONCRE,E \� 'e• , aLAI o (MATCH LATSR$ L PIPE SIZE) WALL PER GATE MFR. ', 6" z 4" x 1/4" x 0'-8" GALV. ANGLE Z �' i' 4 e (PIPE MUST F LOi�- INSIDE FRAM _ •;:� _ WITH 3/4" DIA. PARA60LTS O z ,o • (i 3/4'- 0 CRUSHED ROCK U W 1. • • " e -- X15 AT 48" ON CENTER VERTICAL � • p w CHAINUNK GATES WITH - -(2) k4'S AT 48" ON CEN-ER HORIL > „ ` • G REDWOOD SI ATS o —_ c V) y d� e A. e' e ' CHAINLINK GATE WITH REDWOOD ,;L;; a ,' TI 8" PARTIALLY GROUTED CMU WALL • 8 U (- e _ SLATS. CANE BOLT AT EACH GATE Y r- - - I SET IN CONCRETE. HINGES TOP AND v 5" CONCRETE SLAB WITH U1 ,. ° a • e• e d � I BOTTOM PROVIDED BY GATE MFR. M4 AT 24" ON CENTER cACH WAY 3 M 5 3 � c� 3 5 STANLEY 1010 - 24" CANE BOLT rn - - AT EACH GATE WITH STRIKE TUBE PACIFIC WATER WORKS SLOPE 1 a' IN 1'-0° N aT DOWEL —� �,p� SIGN REMOVABLE MODEL N❑. 910, OR EQUA!_ / AT SLAB 4 CONT. 4 0'_q° KEYNOTES: "' R2 2 68 PLUG •';( '� f FINISH GRADE SLAB f { '- (SEE G-2)\ 8 3" WIDE PAINT STRIPES - TYPICAL. B.O, SIGN SIGN 0 (1 °O ; 1 SIGNAGE DENOTING RESTRICTED PARKING PER OR20-6B AND OR20-6D. ��•-aassat I 5" CONC. SLAB U.N.O. `� k(' I o° OR20 6G l ° (2) M4 BARS v I i_ -I �:I 1�1� PROVIDE SIGN W/ INTERNATIONAL SYMBOL OF ACCESS AND THE —' — PHRASE "STATE DISABLED PARKING PEP'd1T REQUIRED" o y NOTE: SEE PLAN FOR SIZE I #5 DOWEL AT 24" O.C. ALTERNATE BEND 3 IWERN4TIONAL SYMBOL OF ACCrSSIBILITY REQUIRED AT EACH SPACE. I ELEVATION - - - �,; 1' 0" AND LOCATION t 44 FIRST REQUIRED SPACE TO BE VAN ACCESSIBLE. \ SEE G2 O5 HA'vING SLOPE NOT TO FXCEEG 1:50 IN ANY DIRECTION AT a (3) X14 x CONT. NDICAPPED PARKING SPACES do LOADING AREA INSTALL 24'x 24'x 4' CONCRETE :;:a 'r l:` :Tri 'r e:; :;':" "' .:t': ('t' "' :y,tc !-___ • NOTE: SEE PLAN FOR SIZE FAD IN UNPAVED AREAS AND LOCATION _ 2-0" Y 6 ACCESSIBLE PARKING 7 CLEAN OUT 8 GARBAGE ENCLOSURE PLAN 9 GARB. ENCL. GATE SECTION 10 GARB. ENOL. WALL SECTION G� S HC-PARK N.T.S. G5 - N.T.S. G5 GARBI.dwg 112" Z-1 -0 GAR82.dwq 3/40 - 1 -0.1J� GARB3.dwg 3/4" = 1'-0 1 Y W Z J I•- d' W Ia 14'-0" OF LANDSCAPING PER SHEET L_1 ROUGH SEED ' (UNDEV.) V-0" 9'-0" OF LANDSCAPING r WITH THIS ALTERNATTE - -'(2) N4 CONTINUOUS AT TOP k 2 X 4 CEDAR RAILS (TOP, BOTTOM AND MID-HEIGHT) WTH SIMPSON PGT2 CONNECTORS .' w #5 AT 48" ON CENTER VERTICAL w ' p► < PLAN REVIEW o F001 STEEL TYPP(ATSB N OCOON�C)TE a F COMPLIAN�yy� APPROVAL w (2) #4'S AT 48" ON CENTER HORIZ. � I 1 O'epai Stndurol SP°eyl<Y Cade(OSSC�rONS Of 1 o on-gon ov,M°dwmitml SOWA, Coe° "on Electr1ml SPede¢y Cade[OE go"000 O �Soec»Ity (OPSO = M B" PARTIALLY GROUTED CMU WALL "0rego„997 UBC d9,!'��(OUF`) 8q CEDAR FENCING TYPICAL l 1997 UFC Std 10-2(fire eiar,,) LL �J J CONSTRUCTION TO PROCEOEp IN�T AUTHORIZE U PLAN REVIEW APPROVAL FINISH GRADE PER SHEET G-2 FEDERAL.STATE.OR I.00ALRE( ,UI,gTIQ NpS 2 RESPONSIBILITY. OR IT RELIEVE DESIGNER FROM ANY. L.IABI RD /FINISH GRADE PER SHEET G-< �►` DATE (O•F--�_�d W J rI.AN13 ^fir,. r.1NY, IMC. a I I .I III I ( I__I I I III - II , II — - , - _ �_ r �4 oII -_ _ _ V ail :{ o i i ILh -- 3'-0" DEEP X 1'-4" DIA. � 0 FOOTING BELOW AT POST 1YP. Tg �� (/7 O i� IY5 DOWEL AT 24" O.C. ALTERNATE BEND Lij In 0 L r . 1ou9� - n s UD CL _ _ Ln < (3) 1y4 x CON T. L J _ tV � CY- I NOTE: SEE PLAN FOR SIZE DArE AND LOCATION JANUARY ''OGS _ - li L1 C-�,j # SCALE FROJ, N0. T-i F-- 2'-0 ,Ji�l LC� NOTED 20300 3 1003 DRnwN CHECKED talr Company,Inc. �l' RJL HK 11 FENCE DETAIL NOTE: 12 %—If WALL SECTION SHEET NO GS FN(F1 dwg �'�" ' 'SEE ALTERNATE #2 FOR 10,0' LANDSCAPE AND WALL G5 ALTERNATE #2 CMIJWALI .dwg 3/4" 1 --0 VI_MK PLOT DATES: 2/25/2003 15:33.28 robertl 3/3 2003 11:0.'26 robertl 5/1/2003 9:10.25 billl 5/8[2003 13:23.45 billl / // Pacific Hwy.13545 5 2 2003 7.40.54 billl 5/30/2003 10:44.54 kurtn BUP2003-00435 —� 203007 230016-5.dw 7/15/2003 13:29.3 bill) 6 of 24 s. ---- +E L P� - ��c--VAT ►�do r • s�r 7 r s��3 NOTICE: IF f ISI ISI I I I�III�I ISI I I ISI I�lil�l 1�1 ISI III ISI I I ISI ISI ISI ISI ISI I�iII�I I II �I�I�I I�IfI�I I�III�I I�! I I Ill I�III�I I I ISI ISI ISI ISI ISI ISI ISI I I - MI`,GE IS NOT AS CLIP R AS THIS NOTICE, L I I I I I I I I I I I I I I 1 4 I I I I I I fj I ! I I I I I I I ! I I I I 4111 L 1 I I�I I-I-I IIl�_... L._ --_ iT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENTll E Z9L8�Z �Z �LWilmi,"T iZ Z 8t Bt Lt i 4T �6t ST Zt [1 T 8 L 9- 9 it �E �L � tru°1 y �3 REINFORCINu BARS WITH 12" ONTl.t:7 MINIMUM 8" OVERLAP RADIAL FLOW PIPE STUB STEEL CATCH BASIN STORMFILTER VOR PERIMETER SLAB CARTRIDGE STANDARD ON GENERAL NOTES: (BY CONTRACTOR) / DEEP VERSION CB $ ; B t.) STORMFlLTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (600/548-4667). SPECIFICATIONS ' 2.) CATCH BASIN MUST BE SEF LEVEL. r- -- --� -- v 3.) EXTERNAL PIPING, AND COUPLINGS TO BE PROVIDED BY OTHERS. DATA BLOCK I r `r--- C d n q 4.) FLEXIBLE COUPLING TO BE USED AT INLET OUTLET. FERNCO OR ENGINEER APPR(No. 3 i ,-- 2.2 STEEL CATCH BASIN COMPONENTS I Z p' ONE -- CARTRIDGE STEEL I P.1 SECT" > - -- p 5.) PC'+IMk�i SLAB TO BE PROVIDED 8Y CONTRACTOR. � a A. Steel Catch Bastin: Catch Dain mall oa aft welded stat construction, W Q tl.) MANUAL FOR DETAILS. REGULAR MAINTENANCE. REFER TO OPrJ?ATiUN AND MAINTENANCE O 1.1 SECTX)rl INCWDES a A fabricated from 1/4-Inch steel. coated Inside and out with asphaltic pokrt, n c 7.) CATCH BASIN STORMFILTER STRUCTURAL SPECIFICATIONS: L� L� I CATCH C BASIN S T 0 R Pel F I LT E R Catch P-min StormFiUr and rated for 20,000 Ib loading. LOAD RATING• 20,000 EE 1.2 RELATED SECTIONS B. Catch Bash Grate: Grating shall be ductile Iron construction and rated - a CONSTRUCTION: 1/4 STEEL PLATE _ _ _ _ __ I for 20,x00 Ib loading COATING: CORROSION RESISTANT, ALL SURFACES STRUCTURE CALLOUT 1D SF CB Section t )' C. catch 13o.in klla Ltd: sand la Moll be clamored-platy construction UNIT WEIGHT: 775 LB. c INLET GRATE: REQUIRE DUCTILE IRON - 1.3 SUBMiTTAIS with 2-Inch angle support, all sides coated with asphaltic point, and rated i PERIMETER SLAB: REQUIRED WATER QUALITY FLO_ W (CFS) 0.003 -_ for 20,000 ID boding CONVEYANCE FLOW (CFS) A Stormvater Manugernent to submit shop drawing to contractor la LIFTING EYE (rYP)-- ) 0.31 approval. 2.3 CONiRACTOR-PROYIDEO COMPONENTS ° q RETURN PERIOD OF PEAK FLOW 25--YR. B. stormwater Monagernent to submit operation and Maintenance Manual to A. Concrete: Shall be 3000 u, 2e p day strength, 3/4-Inch round rock, - contractor N requested. 4-Inch Nurnp maxirnum, placed within 90 minutes of ;n"bl mixing, or as MEDIA. TYPE otherwise specified in the enrol technical 27-3/4" ■ Z7-3/4` B INLEI PIPE .. PERLITE »P»C 9 specifications. INLET GRA-E- - PART 2 PROOIk T u B. Rebar. Shall meet ASTM A-615M Grade 420 (60 ksf) or as atherwlee Q S(UD UD STUB (OPTIONAL) PIM ELEVATION - 244.55 2.1 INTERNAL COMPONENTS -- specified In the general teahnba: speoMoations. 0 I.E. DIAMETER A All Internal components Including PVC piping, filter caritidge(s) and fitter C. Sub-Bose: Shall w 6-Inch minknum of 3/4-Inch minus rock or as CATCH 6ASIN STORMFILTER PUN VIEW 1 - --- „ -- m,,dia (as specified in the StormFTltsr data block) shall be provided by otherwise specified In the general technical specifications. 1 I N Lk T S f U B 2-4 1.60 6 Stcrmwater Management Inc., 2035 NE Columbia Blvd., Portland, OR 97211 I O OUTLET STUB 241 .25 8" (600/5413-48e7). D. Beall Snow be 3/4-Inch minus rock or as otherwise specified In the Z genal technical specifications. 8. PVC Piping: Ail Internal PJC piping and fittings Malt mut ASTM 01785. CIRCLE CONE IGURATION; PART 3 EXECUTION PERIOVERFLOW //''�' C. Filter Cart'u�.: 3. H BASIN 3,000 PSI CO CONTRACTOR) - _ETER SLAB WEIR CREST Tn uuTSIDE OF RIM (7U�l_ET OUTLET linear 1. law-denaltyge ^Poyethylene. Cartridge screeinner ring, and hood n shallhall of gal galvanized A.'Ca�LbasinCfloor shall be set level and plumb. `v y�ff��••''�'"'iH�'E.'i''�i (BY CONTRACTOR INS" n INSIDE RM py 2`° � --- �'-a" 2--♦ t/7 2-I4 REINFORCING BARS 1 x ./2' aided win fabric 113 4 352 1 - � ( gauge minimvm) with a banded PVC r A" (BY CONTRACTOR) ? I ousting. Internal Parts shall consist at PVC or ABS pipe and thiinge. 6. Contractor shall prevent eer]im•rd and debris from entering the filter �`� I G - -_ Slphon-priming float Mall be constructed from linear low-density unit during construction. _ 15 \ Poyethylsne Outer fitter fabric stall be 10 x 8.5 clear fiberglass mseh. Il r C d I �- \ u:ner fitter fabric shall be 10 + 8.5 clear fiberglass mesh over Enkamot C. Contractor shall compoct sub-bass to 95% of maximum a•relty, or as v ��N g J1 7::t0 or woven poythylere with a US Standard Steve /ZO oper,nq el:s. All otherwise specified by engineer. Unsuitable material twiow sub-grade Mall Gly 1A t �4 a mleoelloneow screws, nuts, and faNenen shall as aluminum or stainless be replaced as directed by englneor. "y[, -_ / �"' D. If necessary, the Inlet chamber may be filled with dean water to aselet v-to* _ _ - 2. An orifice plate @hall be supplied with each cartridge to restrict flow In preventing flotation during con»tructlon until the structure Is baoldllleo /_�30.03 Y-0 3/P i' rate to 15 qpm maximum. and the concrete cellar Is poured. AY J nLT171 1(J.3 FEET) ,,, T E. Cond•actor shall Orin 1. CHAMBER INLET INLET LE 0, Filter Media: Filter media shall w by Starmwatr Management a I backfill to 95% of maximum density or a INLET z at�proved alternate. Filter media shall consist of one or more of the of er else specifled by engineer. ♦ 7 1/4 A I I fogowlnq, as specified in the Starner r data block: E - I F. Catch basin outlet shall be connected to downstream Land upstream, 0 0 o scum 1. Perllte Media: Perilte media shall be mods of natural •Ilieeous volcanic applicable) piping wing a fiexlble-ty(m coupling. a � ► - - --_ rock free of on debris or foreign matter. The expanded q ry Y OPTIONS (AVAILABLE AT EXTRA COST): yiAa perlze snail have � rn E E 12` OUTLET PIPE � / a bulk density ranging from 13.9 W 6.5 Ib/ff3 and particle sizes ranging C. Concrete perimeter slob shall be canttruu4ed I foot wlae and 6 Inches f'V oo > _F 'A p from 0.05 to 0.50 inch". thick. Slab scall Include two 4 rebar hoc with minimum a-inch overtop N 00 > STANDARD ON--�� / rt I W DEEP VEkSION VARIES OVERFLOW at closure. Allow 2-Inch vertlool spacing between hoops and minimum �c �' FILTER OUTLET STUB - OTHER THAN 12' DIAMETER 2. CSF leaf Media: CSF' Leaf media shall be made exclusively of fallen 2-Inch clearance from concrete surfaces. FILTER CHAMBER INLET/OUTLET CHAMBER WEIR WITH CHAMBER-- 1'-3 a/c deciduous [*nese with less than 5% by dry weight of woody or green yard CLEANOUT OPENING__--- CLEANOUT OUTLET debris materials. Fllter media stall lax 1 0.5% foreign material such as glass orplasticcontaminants. Media shallbe 3.2 F.�TTJt CARTRIDGE. IN OVERFLOW WEIR �•-�'-1' 1'-2 1/Y -_� - -� ,n � t ® INLET STUB I dry at the time of Installation. Catch Basin StormFllter shall be provided complete with cartridge(») and cortrld�e media Irstolled. io i � The CSF Leaf medlo shall have o Sulk density ranging from 40 to 50 (n � Ib ft3 and particle sizes ranging from 0.05 to 6.50 Inches. Maximum 1•wl 3.3 CLEANUP dust for fiftw media shall tie defined on: media pasefny through a US CATCH BASIN STORMFILTER - SECTION VIEW A-A CATCH BASIN STORMFILTER - SECTION VIEW - ❑ OTHER: Standard Slew /4 shall huve ria more than 10% (by mass of dry media) A. T1s project site shall tie clean and free of dirt and debris before runoff Z '-' poalnq a US StorxloN Slays i45. If allowed to enter the filter. Site work @half be In a complete condition as � U j NO c approved b;' the .nginesr. The project she Includes any surface that 3. Zsd"e Mediu: Zoolito media shall be mode of naturuly occurring contributes storm drainage to the system. ollno tllolfte, which has a Tbr CrC;RAIWATER M NUGei.ENT D geological structure of potaeslum-calcium-sodium � oluminoslllcate. B. The Inlet/outlet chomwr and filter chamber(s) shall be fres of C. Storn2RIter 6 construction debris and sediment Defore the 0 i system is placed In operotlon. Z No PATENT No. 6,922,828 The zeolitw media shall have a bulk density ranging from !4 to 50 Ib/fLi. No. 5,707,527. No, OTHER U.S. particle sizes ranging from 0.125 to 0.25 Inches, and a cation exchange C. Contractor stork remove the 4-Inch temporary construction piug(s) (A � W Ni,. b,e24,878, AND OT'hff.Tt U. --- -- capacity ranging from 1.0 to 2.2 meq/g, between the Inlet chamber and filter chamber(e) to piece the system In Z O `+ AND FOREIGN PATENTS PENDING operator. ' 4. Iron-Infused Media: Iron-Infused media thou be mode from phenolic - T R/�`/A' I/�iI/ I-F with the 1 rticlll (Ars D. proper the overflow weir wall shall remain i place '0 Z ! 01 ` I , r 1 - non stock and non- of debris • pa q operation of ro X resin mixed with iron particles arxl polymerized to form open cellular foam D. The 4 I•hPh ofeonout plug in ov n la The stock materials mum be fres non In r the system _-,�.- ---- --- -- --`---- qr"sed U W � z_ T The Iron-Infused media shall have a bulk density ranging frau 20 to 30 END OF SECTION p M A N A G E M E N I 1 N C. IbIff3 and porUcl" sites ranging from, 0.0 to 0.5 Inches. a 12021-B N.E. AIRPORT WAY PORTLAND, OR 97220 5. Plated Fabric Insert Pleated fabric Insert shall be oondmcted with a minimum of 75 eq-ft of fabric placed between two aluminum end caps (503) 240-3393 TAX: (503) 240`9553 with neoprene gaskets. The overall dimensions of the insert leak be 16.d' O.D. x 11.T I.D. x 1e.2tr tall. The fabric stall most the fc1lowinq y specifications: 140 pleats measuring 2.12'3' x 16.211; 100% 3D PE/PET > bloomponent fiber, thickness of i9 mils; Mullen Buret of 96 psi; and Q Coulter Porometer of 70 m1cron. T I I N Y (A SHEET txewm er: BOW CHMM W: cKc Ivm �-- - -� --- rxwaro m: accrue sr: aeex Put: --.�' -..---- -- - - M wax er :_AFFxa.ED m':__ Asx.DAM: CATCH BASIN STMVFILTER SHEET - 2/� Cn DATE @r x �H Cita A". ONE-CART OGE STEEL UNIT I 313 axxw an n�x er:_ ensu.are c�- ONE CHMIRTRIONQE�S'TREEL UNIT °% MnL TER _ DATA BLOCK ILE_ STORM NA TER 3 SPECIMTIONS STORMWATER nn I - SAN r.S. _ PR20)a ^-��Cyi FI S.ONGE - I __ SCALE: PROJECT NO. DRA FI S AME. MANAGEMENTIt MANAGEMENT INC I^ N,rs. 2000 _ - LAST MI ,.UO --- FLAT DAIL 121112600 -_ -' _-'- -- LAST EDIT:.ea PLOT GAT@ 12/-172000 ---'---- J W.RIC DRAINAGE CURBS CURBS m 150 Varioile 150 h�- V `- ° 610 mm norm Slope 8% normal. o'+-,- Ileo 5% slope fur gutter CD ° Batter It /-width gr4ater than q " v 'U too mm face Sof ulder guard roll or • J y P 75 mm R. aYPE "D" t++ Q�'. 50 mm F. 610 mm. Von slope as O Si.SI5% 12'-C m 1 - '.� required for drolnage, S TO R M WA TE R DETENTION 8c ti° - - MOUNTABLE CURB TAMPERPtR00F M.H. COVER AND o ca 150 150 FRAME. SEE USA DETAIL NO, 120 (TYP.) Z '^ o �' P. mm R. 75-»� T60 OUTFLOW C 0 N TR 0 L STRUCTURE RIM 244.58 Finish surfocing-. U C, cant,ate curb errr,A TYPE A Normal rock slope N.T.S. STORMFIL,TERFCOB. -- SEE ALSO DETAIL "C", HEREON- v - N • 50 mm min1lf 200 �� N S-0.155ri IE 240.00 / _ B B Subgrade-1 SECTION 0 25 mm R. - Surf. of 175 pavemant :5" CLR. (TYP.) / '� i o .: z _1 _ 75 f 21" DIA. RISER 8" PVC P.C. CONCRETE The so mm min, curb depth below I - S, g•; TYPE "E" finish grade is required only when 0 35 mm N, N 1- ANNULAR /- - --S-0.0350 the curb is placed in open-gradod I 200 mm No•.•m.. Vary I u, MOUNTABLE CURB REINFORCING BAR A.C. Pavement Icgt "F'Tdixl Imo-300-.� as shown an plans { o;'.;�,;•� .;`• , •� " j _ or as dire:ted. L.-._ - - - 36 DIA. ALUMINIZED STEEL 3 ° ',00 mm Shoulder widening or 755 `D 1" CLR. ,� DETENTION PIPE I l I y L to face of guard roll post TYPE '+Bur m \` 0 MOUNTABLE CURB G o G, G SEAL END OF s E o 150 GENERAL. NOTES! y (`• �, ?� PIPE (TYP.) - --- --- 38 DIA. SUMP g 4- r O T / ° _ 1. Curb exposure "F" = 115 mm normal. Vary as 21" DIA. TJ (� e � \ - 'iish surfacingo .. \ �-�__ / Asphalt contrera curb 150 175 5 shown on plans or as directed. CMP RISER ' ''L G' ' fO I Normal rock slope 20 mm R. T5 J 1' CONCRETE RISER-� -_ 1` 2. Joint spacing should be 4.5 m maximum for 1' CONCRETE RISER REINFORCING BAR » 50 mm m 000 ler-O" FOR M.H. LID ins � -' Z�l canrractlon and 60 m maximum or at all FOR M.H. LID tic�° w Surf, of pavement -�to points of tangency for expansion. TOP 36" PIPE--/ "' SEE DETAIL "C", HEREON VIEW / ��/ SEE DETAIL "C" `T 81' f 035 mm Tr PLAN V I E VV A Subgrade u E v 3. Troneltlons ahol; be used In Connecting > e I• r� !.' •. curbs of different exposures "E". WE" DETAIL_ "C" SECTION g is the total vertical dimension of those 1 c e' • curb surfaces having a slope of til or ASPHALT CONCRETE striIon Gaper.) Minimum desirable transition p�5 X10 dlffeIn sholI be nce In E m for each 25 mm ' rTAMPERPROOF M.H. COVER AND FRAME. SEE USA DETAIL N0. 120 TYP. ,r err 4. Tops of all curbs shall slope toward the RIM ASPHALT AND (TYP.) r, " TYPE F roadway 2% normolunleals otherwise I'a A--- A RIM ASPHALT AND 1' MIN. CONCRETE-� B- B I RIM 244.64 TYPE C ,r shown or as directed, 244,64 BASE PER SITE 244.58 BASE PER SITE RISER FOR M.H. LID " " MOUNTABLE CURB PLAN, TYP. PLAN, TYP. SEE DETAIL "C" SEE ALSO DETAIL C , HEREON 5. Dimensions nominal. Vary to conform with Q 1 curb machine Tiwrov4d y the 9 g eer rye b n in �y L ;h -- _ 13 mm Expansion joint filler CD ��f�o,• '�� l• G � This portion to be emoved - L� { L upon extension of curb. Tap of curb Variable T y oro " �1. c� fir: , � Tr~ .;ail r - • All dlmenslons e I fir• L. t 11,5 m Nin.) are n mm 2RISER rl f'c ri 21 DIA. 4 �a /, C o cl,� 21" DIA. ° {, C' ° ' ° RISER 1 � b� t . a�7 3 y Gutter line Unless Othervii noted. ?r}(��5; r( _ r7, 0 O 0 ��O O 0 RISER > Dummy Joint- al materia area vorwn,•nshb Mrxi ca In accordance WHIN f ] G � �t` !I T�^ (J)y� �� J �`� C F`y.`{y t�ry�`,' 5 mit Deep „Y"groove NOTE: (d ` O .OC C1 ( O C)L O��'" 150 ?0 mm R. +ns current Stare cf Oregon Sto Ord SOeolnoofrone U Surface of for Highway Cmelr,lotbn Q �Ll .�._: (. G O O vt ,, Pavement CL TOP OF RISER rel "`t iJ?. (� (� TLli�" �L J O O (` O(`j [ O O C i L L O I G DREGON OVERFLOW " ( n tL1 C O O h '�' era "I h - G �7 O 'L 600--�{ o I " q. W E UEPARTMENi OF TRANSPORTATION IE 240.91 _ 11` F'yl - b�C, Bot tom of curb o 300 STANDARD (/) 'e �1 I ° r _ 25-YP. PEAK EL. 24U.90 _ - I I TOP ORIFICE 8" pyo 4''. IE 241.11 _ �' 8" DIA. PVC STANDPIPE CURB ENDING DETAIL zzg CURBS TOP ORIFICE Z Z 0.61" DIAMETER Saco.155 --- - -- 10 YR PEAK EL. 240.29 w/ REMOVEABLE TEE FOR C.L. IE 239.90 _-- " "C, 0.61 DIAMETER- ''� CLEANING PURPOSES AND 37 JANUARY 1496 F- 0 + G _ 5-•YR_PEAK_ EL. 239.97 C.L. IE 239.90__ ,) 1 MONOLITHIC APPROVED W SECURED TO v CURB & SIDEWALK ' " MPT- o r• . r 1• .- �� MIDDLE ORIFICE G .)C w/ REMOVEABI_ER SS TURE ,� Li' MIDDLE ORIFICE: 4-99 IFIEVISEID TYPE L1J 1.39" DIAMEIE4 - 8" IE " �� 2-YR PEAK EL. 239.41 -u_ 1.39" DIAMETER °r� BANDS AND HARDWARE _ _ A STANDARDS ENGIWEF- �� U7 O C.L. IE 239.60 0 240.00 - - - � jb^T I ---- DRG.NO. RL:700 lel C.L. IE 239.60 G Ln G] �G ,i ° FLAT GRADE !E 2%8.11 BOTTOM ORIFICE I J�o10 _- n r2 Lf� Q _ Cyr-r- "BOTTOM ORIFICE r.' 2.15" DIAMETER FORCOMPLWNCEVIlITN l.. �ie PVC PLAN pEViE1N APPRQVAL "" I.- 2.15" 2.15" DIAMETER l - %J a r-_ 4 _ ° a n Q �0 77 70 - �* o o C.L. IE 238.11 S=0.035( 1 tR OMPLIAtructarwt A�ICABLEPORT1pNg� DATE ,,)' r] (11rr /Ytr�4' C '� O^1 i (� C- <- r ?t700 Urygm SlccPecislty Code(UM^ O 6 '° V lggg Oregon A ny C°de toSSC) JANUARY 2003 C.L. IE 238.1: } '' ( ( ( p -T 3 Plumb ty,code roPSC) G ` PROJ. No. (CENTER ORIFICE AT TOP OF rY[` rYd' r tC (k n °C -- �_ " 2000Ore�E�t�l oa-aat 1997 UBNOTED 203007 8 PVC OUTLET ire Cod Y Cadf,(UESo OUTFLOW LEVEL OF 2-YR. �(..' r r' IE 238.00 1997 Ug iUniformI ttwoSpr,�eali EVENT = 0.11' DEEP) _ _ �, � �- +"� „�`•c,' I�l 1897 UFC Slry 10.2 floe alarmg PLAN AF1nFVV APPR�rAL DOES NOT AUTi-IOR17E CHECKED SCREW-IN REMOVABLE u ON TO VF Or � F aL CCn�ISTH, Ill •t IVEI) CCI 7T _ EER IN v101_tTrC1N OF �� jiu HK iiAA'E rent_ r � Q� IT qi O.At;-REGUTA,IONS.PJOiT bOEg SHEET NO I tt SUMP EL 236.00 END CAP FEUF-fanl nF. LINER FROM ANY LIABILITY pq SUMP ELEV. 236.00 ?( SEAL END OF r- J0. PIPE (TYP.) ° °JCJ. F f (� ZCO3 1 r RE Spot4SIBll_ITY. O O By o�X( r DATE �Y 2X y 1 r;�/1n`.XTn`1Sn�-i1r�� Y4n� +� ^,nC CL�'tlj (.''�,r- �Ar,/ /� D�'•!��'�UtX; J;ITI?� ?lC� }lY-�.L.' , 0 6 rigc. VLMK PLOT DATES: Pacific Hwv.13545 5/1/2003 13:25.0 billl BUP2003.00435 203007 Z3007G--6.dw 512 2003 7:39.8 bill) 7 a( 2a cz7 7 (rSj03 �b0T S err VA i ? -c. 5/ L1/o3 I"w..•w,eMwrsMe",nelwwrWew,xwwe."Mw" .�I,� _... ':::'.'y! ,f:.. ,. rrrryrN.Aq•.•,.:'y.'MF..• .:,.Y!�Nv,r.:. .....,. ,.,,,h,",...ww..A�h.w..v.,.w�VaMMv. ,.._... '. iIIIIIIIIIIiT 111NOTICE' IF THE PRINT OR TYPE ON ANY 11 I II II I iT IyIfJIAGE IS t:JT AS CLEAR AS THIS NOTICE, �_ 1 �yjljijijli.i,�i I ( v�I `�� I - �� I--_��_i�-- b1- -111 I 1� I �(�,y1✓ IT IS DUE TO THE QUALITY OF THE - J ORIGINAL_ DOCUMENT F,Oisim e�L �8c IL9 �L �irL S II �S IlG �L IH111-11111911 8I + LI T II s��sI �11111111131 fI iT��II�� II �e ++IliIIIII111111If1111111111111111t1i11111111, 11111111-111 IIh111 llll�ll illlllll�lllllllll�llll 111 111 IIIIIIIII IIII�III�111!lillllllll�illllllllll IlJllllll 1111111JllIll i� s S�s llllllll�i�ll! .'IAS f:1r r':I'1H / FND. 5/8" IRON o i ROD, QN 6' T.B.M. #1 TIP OF CAP 243.52 SELF STORAGE BUILDING Ir FND. 3" BRASS DISK (WOOD FRAME) � �- " MARKING D.L.C. CORNER �[ / LEGEND:� !r n / / / / /� PROPERTY LINES HAMMON „�...a. N 89.50'56„ E 219.40 — \ .�,,,_w .,, g W >< / / / / / — - — — ADJOINING PROPERTY OR INTERIOR PROPERTY LINES AC / ? / Tq , n / / / / / / — ---- RIGHT-OF--WAY CENTERLINE .Ilan \�/ \ / cY� - �' ~_� 9X / / / / / • FOUND MONUMENT AS DESCRIBED ,LDS I POSSIBLE SANIT w \ / ,o / / / 6Q /" / / O CALCULATED CORNER POSITION I 1 STORM SEWER \ "„ 4,a M SEWER STUB � \� �J / / / /`� /'• /.� CONTROL POINT EASEMENT PER DOC. \ 4�1 ,� w / — -- CURB LINE • W 85-005074 \ °' r °/ / / / / CONCRETE WALL i ,• 2 \ A \ \\ ,R..o.o\ 4 - r - /�• / ' / — — — EDGE OF PAVEMENT Y I \ \ / >x ,pa�„��, 7,/ / /• /• �i"� / ;,. 0 CATCH BASIN Y I WEEDS \ \\ ... Q`�� --' ,IZI>S/ / % � / / / i0 ea WATr_R VALVE .` I +�`/ ° .r S S ` •�\ r / / FIRE "YDRANT �, I 45' W EASEMENT FOR O10 AC /� v / / / r ® SANITARY SEWER I I RESS AND EGRESS" Aga* / TELEPHONE MANHOLE I ER DOC. 94-030602 F \ \ y / q 11TELEPHONE PEDESTAL. 45.0' 1 ( �, \`/• / - `0? .� POWER POLE GUY ANCHOR Sl GN Q Al / r / �Q'QQ / /• / / tit LIGHT POLE N • I ` / °R s ' / / �� / SMALL TREE & BRUSH LINE GAS I NE \ � �. y OVERHEAD POWER LINE �'�. 5.0' / w / / /�� / / / P _� ` UNDERGROUND POWER LINT= IV I iifi�,ro. p ��•/ �� s \ / /•.`// \ - ,•D -- T - UNDERGROUND TELEPHONE LINE I ►'� I / / AC w -- WATER LINE i ~/�43 1 ` m ' / _ _ S SANITARY SEWER LINE �' / / DOUBLE' YELLOW TRAFFIC LANE LINE FND. FAL IRON ROD I + � r / „ ¢ � /' SINGLE WHITE TRAFFIC LANE LINE y WHICH FALLS 0.32' E. ,�^/ � / �1"-��- '� � \ � /' —i• i OF P L �ru _. / AC �Mr /�/ / t MAIL BOX „' \\\ \ i / / /� / / / �'► TRAFFIC DIRECTION �. POWER TRANSFORMER I WEEDS r / � '75 *:-am GAS VALVE UP n / / �/r / ' Y/"� GAS METER .91 •n+� / xr / Vie''►' /s / / /'��!./ O� WATER METER bs' BUILDING v/ / EVERGREENNE TREE r /fw r / a'` Jx • / N 15' SAN. SEWER al ��' / / i ?�qC 7 / / / ��/ / DECIDUOUS TREE , EASEMENT PER I / ► / , / /' DOC. 83000975 n ! / n AC /a `°ec 5.0' fFoLuffil 45 ' AC OFFICE- T1T�' i _ 1wBREVIATIONS: ` / / / /. / SIGN >a a 4 / / 'o AP ANGLE POINT b P p Var / N j / / ,:;.r� /'/ / / /'/ / GRAPHIC SCALE BCW BACK AC AFT PAVEMENT I / r 0 SIDEWALK I P �S / /' /. /' o _ 11 1 41 BLDG BUILDING V, / AC T.B.M. #3 A,% / �M M CB CATCH BASIN I DO m rur � Do "" / ' �� _< • � TOP OF CAP = 248.9 •„ / / COR IN FEET ) CL CENTERLINE k j •" Fq "'o�� 10' ofd ` /' / / / •w / 1 inch = 20 ft. CC CURB CUT } CLFL CHAIN LINK FENCE LINE CMP CORREGATED METAL PIPE ' r;n �i ' / / CO , CLEAN OUT f / ► � �" / N 9 NIS �' • / O / / DEC DECIDOUS TREE REGISTERED DL DITCH FND. 5/8" IRON ; J�� / / / PROFESSIONAL DBYL DOUBLE YELLOW LINE i ROD ; fu46 DMH DRAINAGE MANHOLE (STORM) _ B.M. #2 r, UR R EG • EDGE OF GRAVEL TOP OF CAP = 251.95 / 40.0'\ r / EP EDGE OF PAVEMENT / EGON G8 GRADE GREAK s JULY 14,1978 IE INVERT ELEVATION i A. GARY W. HICKMAN SMH RIM - 251.98 1878 FC6 FACE OF CURB (SHOT AT BOTTOM FACE OF CURB) IE ti" IN s - 244.88 RENEWAL DATE: 06/30/03 FC FACE OF CURB WITH 6" EXPOSURE (SHOT AT BOTTOM FACE OF CURB) ~ o I� I 1 8" ouTw�N) 2 244.48 / / 48 0' DATE OF SIGNATURE: 01 23 03 r / —� FH FIRE HYDRANT l FND FOUND N I IP IRON PIPE I / IR IRON ROD I I LS LANDSCAPED AREA I / / LP LIGHT POLE t / / NATURAL GROUND PLAN REVIEW APPROVAL I / BASIS OF BEARINGS: NG FOR COMPLIANCE NTH gppLlGpg� OP OVERHEAD POWER 19R+Or Ixc I ALL BEARINGS FOR THIS SURVEY ARE BASED UPON S 33'15'17" W ALONG THE POWER POLE 1999Oie9or,MechnicaS W 'YCode(OSSC�T SOf PP , M«n.r,cat special Code IoM / NORTHWESTERLY RIGHT-OF-WAY LINE OF PACIFIC HIGHWAY AS PER SURVEY SMH SANITARY SEWER MANHOLE 2000otbWn 'me"gso«,al,yZ d.(OPS,_ 19g8 O E eclrKaI Specialty Cade(OES(7 NO. 27,437. SW CONCRETE SIDEWALK 19"0"e9UBC S Uniform retie ode(GUFG) SWL SINGLE WHITE LINE 1997"VC Std 10.2(flvp earmg) / BASIS OF ELEVATIONS: PLAN REVIEW APPROVAL DOES NOT AUTHORIZE j TOP TOE OF SLOPE C< MS7Htg1ATE TU Pt!(x,EED IN VIOLATION OF O -- -- -- TOE TOP OF SLOPE ".l��l c1ATE l)H+ U P �FLIF,/ LX:AL 4GLILATIONS.NOR DOES I ALL ELEVATIONS ARE BASED UPON THE CITY OF TIGARD DATUM USING CITY UNDERGROUND POWER �oNONSLiiIITV'GNER FHOM XNY LIABILITY( UT UNDERGROUND TELEPHONE OF TIGARD BENCH MARK NO. 223, WHICH IS A BRASS DISK IN THE NORTH WL WATER UNE (3Y (lj� RAMP OF THE ISLAND AT THE INTERSECTION OF PARK ST. AND HWY 99W. r ES _ nl ��IR r,r ---DATEL ''q Q 7j ! PUBLISHED ELEVATION OF BENCH MARK N0. 223 = 214.00. WV WATER VALVE IN � YPC YELLOW PLASMIC CAP / SURVEYOR'S NOTES: 1, 1' CONTOUR INTERVALS >.r .>Kv no rrevr,wo or GG I / / f2EVISI❑NS SURVEYED BY, WL DATE, 1/23/03 0 SHEET co I C / N❑, BY PPVL--.---- - --- ------ TOPOGRAPHIC SITE j\ HICKMAN & ASSOCIATE3, INC. - -- - --- SURVEY DRAWN BY, GWH 1 SCALE, "=20' LOCATED IN THE SW 1/4 OF SECTION 2, T2S, R1W, W.M., LAND SURVEYORS "T 30 M131 0 0 3 - --------- - CITY OF TIGARD. WASHINGTON COUNTY, OREGON / CHECKED BY, GWH -------- — - - --- -- - ----- 1 OF 1 ,I$.�CCo ��- i ---- — -- .-- ---- ____ _ ---- ----- 170b f.F,'F SfIiEE7; LAKE OSWE'GO, OR 97034 1<Ilpiiij]y,inc. VY� / DRAWING NO. 30103 VIEW NO, 1 SURVEY FOR' TIM HORST PHONE (503) 697-6869, 697-6960 FAX Pacific Hwv. 13545 V BUP2003-00435 B of 24 >Ld� C'I� (,AA 0P T s vii 14AL-t--T?rt,- s/27r� I-Qr , JJ k ,1 NOTICE: IF THE PRINT OR TYPE ON ANY r l r III III I!I l ill III III III III !l !III I,I ill IIT TIT III III III I I I I I I Ili III III III III III I I III III III III III III III I III III III II III l i l I I I I I I I III III I I I Y IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I I Z I 1 3 I I 1 4 I I I �I I 16 i I I I I $ I I I I I � I I—1� IT IS DUE TO THE DUALITY OF THE _ _., ORIGINAL_ DOCUMENT £ Z 182 LZ eZ iiZ 6Z £Z Z IZ OZ 8l 8I '11,1,1111111 II '11,1,111,11119111,11111111,11 i SI 6l Ei[ 7.T i�[ l I8 fA �L b T11,112LI I �Z � rna�I111��III��III�I�II IIIA ILII II�IIIIII�IIIIIIIII111I1IIII��II� ILII 111 -1!1111111I1 I1�1��1��1111��IIIIIII VIIIVIII I1II1II�1I1IIIIIII1IIIIIIIII IIIIIIIII 1IIIIIII 111111►�Ii�l►� VIII I�I�II�II�1�111��►�►UlWllllllllillllllllll-lliflii��fllll ; / J / / EXSTING 3-10" DECIDUOUS TREE TO REMAIN / EXSTING 6" DECIDUOUS PLANT LIST: TREE 10 REM N OUTLINE PECIFICATION - P�TING_ AND SEEDINS� M SYM__LATIN NAME/ Common Nome ,— SIZE SPACING _ 15.0' L.S. SETBACK I I hall conform to all o licoble standards of the latest edition of the "A+Ylericon Standard for GROUNDCUvER ABUTTING R-3 5 ZONE Zn W GENERAL- All plants s PP � EXSTING 10 AWTHORN / / / / Cr Nursery Stock", A.N.S.I. Z60.1 - 1973 208 AUU ARCTOSTAPHYL.OS UVA-URSI "MASS." 1 gal. 3' a.c. NEW 6.0' CMU WALL 1 T Massachusetts Kinnikinnick \ / REE TO REM N / r r stock shall be healthy. well branched and rooted, formed true to variety and species, full foliaged, tree of 12 HS HELICTOTRICHON SLMPERVIRENS t got. 2' O.C. EXSTING 12.5 WTHORN Nosey Y disease, in'ur , defects, insects, weeds, and weed roots. Trees shall hove straight trunks, symmetrical tips, and Blue oat Gross TREE'TO REMAIN U��" have on intact single leader. \ 32 BMW BUXUS MICROPHYLLA "WINTER GEM" 2 gal. 3' a.c. the apparent silence of the Specifications, Plans and Special Provisions as to uny detail or the apparent omission Winter Gem Littleleof Boxwood from them of o detailed descripton concerning any point shall be regarded as meaning that only the ¢est general 3a CAE CORNUS ALBA "ARGENTEO--MARGINATA" 5 gal. 5 o.c. r i P is to prevail and that only mole+ and workmonshipof first�uol'�ty are to be used. All interpretations NANDIElegantA DO Dogwood - 27 NDN NANDINA DOMESTICA "NANA pURPUREA" 1 dol. 2' o.c. of these Specifications shall be mode upon the basis above stated. Dwarf Purple Nandino \ V� •� ` " , - CIE / ExiSTING BUILDIN 5 PL PRUNUS LUSITANICA 5 gal. 5 o.c. in SUBSTITUTIONS: Only as approved by the Landscape Architect. Portugal Laurel J 9 PLO PRUNUS LAUR. "0.10 LUYKEN" 18" 4' o.c. 22-CLE - GUARANTEE AND REPLACEMENT: All plant material shall be guaranteed from final acceptance for one full growing Otto Lu en Laurel 70-AUU •` '.� / J / //' season or one year, whichever is longer During This period the Contractor shall replace any plant material that 8 RU RHODODENDRON "UNIQUE" 21" 4' o.c. i.- G ZONE Unique Rhododendron 22-CAE is not in good condition and producing new growth (except that material damaged by severe weather conditions, due to Owner's negligence, or lost due to vandalism) TREES 1 APS ACER PALMATUM "SANGO KAKU" 6-7' As shown W W w • \- 12 CAE shall keep on site for Owner's Representative's inspection, all receipts for soil omenciment Red Sunset Maple 4-FOE / �Landscape Contractor 25 CLE CUPRESSOCYPARIS LEYLANDII "EMERALD ISLE" 6-7' As shown f �+ Emerald Isle Leyland Cypress EXSTING 3-6" DECIDUOUS W _ 1+^ and topsoil deliveries. 4 FDF FRAXINUS OXYCARPA "FLAME" 2" cal As shown TREE TO REMAIN \ � W w " �`12 BMW Contractor iS 10 verify that the topsoil not Conducive- t0 Dfgpef Flame Ash • y W W ` " �ROUGIfi • -SEeD TOPSOIL AND FINAL GRADES: Landscapey P W „ � , I n �r�-w�h. 2 l.S LtOUIDAMBER STYRACIFLUA 2" col As Shown �• W W " � � " W 4 105-AUU / American Sweetgum EXSTING 12.5" PINE S PCC PYRUS CALLER'lANA "CHANTICLEER" 2" cal As shown TO REMAIN Landscape Contractor is to supply and place 12" of topsoil in planting beds and 6" in lawn areas if topsoil on Chanticleer Flowering Pear site is not conducive to proper plant growth, UnJM otherwise notified by General Contractor. Landscape - y ' W • „ Q / ! ! / / G i mit samples of the imported soil and /or soil amendments to the Landscape Architect. OTHER • W Contractor s to sub /p p 4 FR FIELD ROCK - Min 18 x 18" x 12" As Shown � W / / / ! / / ! //• N ROUGH SEED AREA �a'." .ane�'4 � .r�v'�•�r"�"'�'��s'-��s Landscaping shol' include finished grades and even distribution of topsoil to meet planting requirements. Grades _ _ - ond slopes shall be as indicated. Planting bed grades shall be approximately 3 inches below od(acant walks, As per specs paving, finished gradelines, etc., to allow for bark gpplicotion. Finish grading shall remove all depressions or low FINE SEEDED LAWN ��r� C-G ZON h S ! / / i / T u ,` / / ! E Y areas to provide positive drainage throughout the area. As per specs �7 - / / N � @) ; Prior to soil re oration, all areas showing any undesirable weed or grass growth shall be treated C-G ZONE _ / 53 92. `' En E HERBICIDES. P P 9 with Round-up in strict accardarce with the manufacturer's instructions. 2-AUU I � 3-PL / / w "I� o o > y 2-NDN _ 2-RU V) w a SOIL PREPARATION: Work all areas by rototilling to a minimum depth of 8 inches. Remove all stones over 3-BMW t r d 16-AUU / Z 0 � 1/2" size), sticks, mortar, large clumps of vegetation, roots, debris, or extraneous matter turned up in working. GENERAL NOTES _ ___ / / / ! ! / ! / Jr \ // Soil shot! be of a homogeneous fine texture. Level, smooth and lightly compact area to plus or minus .10 of 1. Contractor is to verify all plant quantities. / / / /! / ! / / _ - 1-FR i V12-HS / L required grades. 2. Adjust plantings in the field as necessary. 6-NDN EXISTING WALNU TREES `O 8 UJ ry 3. Project is to be irrigated with a bidder designed, TO BE REMOVED z M S F- 7 �\ �- AND 32- �i a W NOTIFICATION- The Contractor, shall notify the Landscape Architect 48 hours in odvnnce of installation of the automatic, underground irrigation system, ~ plants. Final location shall be approved by the Landscr,pe Architect. 3 RU J o 0 � Z a H Lo out all ont locations and excavate all soils from planting holes to 2 1/2 times the root PLANTING , OLE: y P / - 4-AIJU% / W °" o ball or root system wialn Loosen soil inside bottom of plant hole. Dispose of any "subsoil" or debris frorn _ , 2 PL- � % O f If 1R •�� / m Z e covaiion. Check drainage of planting hole with water, and adjust any area showing droinoce problems. TREE CALCULATIONS: 3 MW- a r 1• B / / / m m 0 z c TREES OVER 12" CALIPER _ Pre are soil mix in each planting hole b mixing: 1-12.5" PINF TO REMAIN / ! ! / W SOIL MIX: P p P 9 Y 1 part native topsoil (no subsoil) 1-12.5" HAWTHORN TO REMAIN ! / ! i. ! / CL o 1 ort Mushroom compost, Garden Compost, or as approved 2-22" WALNUT TO BE REMOVED (r • , / O i 3-BMW r Ei p / r Ei 1-32" WALNUT TO BE REMOVED // !/// c Thoroughly mix in -ranting hole and odd fertilizers at the following rates: s c.; } 1 RU /! / / / / i ! ! / I J �_ L - i FINS i j % Smolt shrubs - 1/8 Ib / plant Shrubs - 1/3 to 1/2 Ib./ plant Trees - 1/3 to 1 Ib./ TOTAL CALIPER INCHES REMOVED=76 PS SEEDED plant // ! �/ / /! / / //� / ! ! / __� = I - / I �yAa T 1 LAWN TOTAL CALIPER INCHES REQUIRED=51 F f0 / - 7 TOTAL CALIPER INCHES PROVIDED=52 FERTILIZER: For trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) with micro-nutrients and 50� / /! ,/ / I'I 13-NDN 0 .7 FE l�_-_ �P��, 3..FR- _ ma & sc 14 slow releasing nitrogen. For lawn areas use Commercial Fertilizer "E" (fS-16- 8) with micro-nutrients and 50 (RETENTION OF 25-507L OF EXISTING TREES f ! / / / / / / / J G' I 11-BMV! ! 10-HS % / 4 slow THE nitrogen. For lawn maintenance use Commercial Fertilizer "C" (25-5-10-2). OVER 12 IN CALIPER REQUIRES THAT 2/3 OF / / 2 �r --- in 3 THE TREES TO BE REMOVED BE MITIGATED �- 6-NDN 9-PLO %% �; t^ PLANTING: Place the plant on a layer of compacted planting mix at the center of the planting hole. Plan! trees ACCORDING TO CITY OF TIGARD CODE SECTION _ m 10.790.060D) o m CN and shrubs upright and face for best appearance. Remove containers or ties and burlap from the t•Jp of B&B p!onts. Check roots and cut clean any frayed or broken roots. Stagger pants in rows, backfill planting hole withsoil mix while working each layer to eliminate voids. When approximately 2/3 full, water thoroughly, then allow water to soak away. Place ,emoining backfill and dish surface around plant .a hold water. Final grade should keep root ball slightly obOve surrounding grade, not to -� exceed 1 inch. Water oggin until no more water is absorbed. Initial watering by irrigation system is not allowed. 2-LS - - _.__.. _ STAKING OF TREES: Stake or guy all trees. Stakes shall be 2" X 2" (nom.) quality tree stakes with point. They shall beof Douglas Fir, clear and sturdy. Tree ties for deciduous trees shall be "Choinlock" (or as approved). For Evergreen trees use "Gro-Strait" Tree Ties (or as app oved) with guy wires of o minimum 2 strand twisted 12 ga. wire. ' HWA MULCHING OF PLANTINGS: Mulch planting areas with dark fir or hemlock bark (medium grind), or as approved, to ---= Ir / o depth of 2 1/2 inches in ground cover areas and 3 inches in shrub beds. FINISH GRADE e '' I G t , = `� �� p I�� FINE SEEDED LAWN AND WATER QUALITY SEED AREAS: In fine lawn area apply Commercial Fertilize- Mix "B" at 2 1/2" BARK MULCH 4.5 lbs. Per 1,000 sq.ft. and rake into soil surface. DQ NOT oonly fertilizer. to water quality swale. Establish on even, fine textured seedbed meeting grades, surfaces and texture. Sow seed with a mechanical spreader at the - � •„ uniform rotes as noted below. Rnke seed lightly to provide cover, P BACKFILL SOIL MIXTURE II=11 \ -- - 11' WITH FER fIUZER gu L.AhJf ROUGH SEED AREAS: Establish and evenly graded seedbed. Apply seed with o mechanical spreader at the --- uniform rates noted below. 2 X ROOTBALL EXISTING SUBGRADE _ - noxious weed seeds. Submit Guaranteed - ---__._�.�-__-�---- --`•�"" Z _ SEED: Bluetag gross seed conforming to applicable State lows. No - ?�r analysis -- Floe Lown Seed Mix: "Champion" seed mix (Os supplied by Seed Research of Oregon SHRUB PLANTING DETAIL - or as approved). Sow at 5 lbs. Per 1,000 sq.ft. 0— NOT TO SCALE Rough Seed Mix: To Contain: 60% Perennial Ryegrass, 15%b Eureka Hard Fescue and 20% Herbaceous plants and Clover. (Hobbs and Hopkins Pro-Time 705 PDX, or epr-oved equal). Sow at 2 lbs. per 1,000 sq.ft. Water Quolity Seed Mix: To contain 70% Perennial Ryegrass, 20% Creeping Red Fescue, and 10% Highiond COloniol Bentgross. (Hobbs and Hopkins Pro--Tir•ie 825 Dwarf Bio-filter Mix or opproved equal). Sow at 5 lbs. per 1,000 SITE LANDSCAPE FLAN 1" 20.0' r; sq ft. MAINTENANCE SEEDED AREAS: All seeded areas shall be mointoineu by watering, mowing, reseeding, and weeding for a minimum of 60 days after seeding. In fine lawn area, after 30 days opply Commercial Fertilizer Mix "C" of 7.0 0 20 a0 60 : 4 lbs. per 1,000 sq. ft. Mow and keep at 1 136:" to 2" in height. Remove clippings and dispose of off site. � +v NORTH Water quohy swale is to be kept free of debris an ' maintained to insure water flow. CLEAN UP: At completion of work all extra material, supplies, equipment, etc., shall be removed from the site. All walks, paving, or other surfaces shall be swept clean, mulch areas shall have debris removed and any soil cleared from surface. All areas of the project shall be clean, clderly and complete. EXSTING 3-•10" DECIDUOUS � �- /� TREE TO REMAIN EXSTING 6" DECIDUOUS TREE TO REMAIN 1 LLJ ALT. 10.0' L.S S`-TDACK- < ABUTTING R-3.5 ZONE \j EXSTING 10" HAWTHORN 0NEW 6.0' HIGH WHH�-FEtr W TREE TO REMAIN = c M v EXSTING 12.5" HAWTHORN PLAN REW E APPAOVAL TREE TO REMAIN Q 0aw saudww Sociatity.Ztnycoode(01350 � LL Y — SilCoe.�(r TOP OF BARt, TO BE AT iu"" KInifor Q CoeetOE6G TOOK 0-9-EIec1Acal Soo i —CHAINLOCK TREE TIES Ipgluerate410- ' p k CROWN OF RGOTBALL HOSE: REINFORCED 1997 UFC lid 10.2(fire alarms) Ap // 04 —HOSE: OR GRO- w (UR AS APPROVED) �/ \ - ptpN REVIEW APPROVAL DOER hl�T At1T ~ STRAIGHT TREE TIESCif W U� S PLANTS REDUCED FOR ALTCRNATE- CONSTRUCTION TO PROCEED IN VtOLAT10N a 2" x 2" D.F. STAKES / + FFDEiRAL.SIAIE.oRl.0CALPEa1lAT �F W 2" MOUND FOR u- 7 i , LESS COGN000 SHRUBS o '` 54 LESS K,NNIKINNICK GROUNDCOVER IT REL!F.VE DESIGNER FROM ANY LIAflI�iIV WATER BASIN GUY WIRE. #10 GA / Z r: o CROWN OF ROOTBALL TO BE %%' IIF \✓ W HESPONSIBIUTY 0 2'x 2" DOUG FIR , DBI.. STRAND, TWISTED, = I W STAKES 3 STAKES GALVANIZED. M 2" ABOVE FINISHED GRADE v �_�= n 0 FOR WATER BASIN �C• _- - _ V) o Lij EQUALLY SPACED 2" MOUND O n ^nn>;p'•NY, INC- �+ AROUND TREE 2 1/2" BARK MULCH N _ 2 1/2" BARK MULCH _.� -'--FINISH 16-AUU -� J FINISH GRADE I�. II / - GRADE / REMOVE BURLAP BACKFILL SOIL MIXTURE - I \ + BACKFILL 501E MIXTURE 3-6" _ W W -1 I' WITH FERTILIZER 1-6"MIN.-- ITiLU�lii--+i+— R / TRSTIN? REMAIN - y �� ~ I --- WITH FERTILIZE EL 0 �f V 1 LA TF -- --- EXISTING SUBGRADE -"- W ,7 JANUARY 2003 2 to 2 1/2 ROOTBALL 2 to 2 1/2 X ROOTHALL - EXISTING SUBGRADE o Q EXSTING 12.5" PINE -� . ./ Q ;GALE PROJ NO TO REMAIN ' 9C�l t�� i NOTED 203007 ALTERNATE #2 — 10 LANDSCAPE BUFFER 1. 1. c! EVERGREEN TREE STAKING DETAIL DECIDUOUS TREE PLANTING DETAIL , ' �' — — --- I DRAWN CHECKED � SCALE 1" - 2J'-0" JUL 3 0 2003 10 0 3 JMT JLO NO i TO SCALE NOT TO SCALL �+ • PLAN NOSHEET NO \00001— , '1a[r Company,Inc w 7/14/03 JMT 3/14/03 .IM T Pacific Hwv. 13545 2/28/03 JMT BUP2003.00435 203007 QuickLubeL 1.dwo OTTEN PLOT DATE Sof 24 # NOTICE IF THE PRINT OR TYPE ON ANY I rI n I I r III i i III III I I i 1 r i I l III I I 1 1 1 111 III I I l t I I r III I I I I I I I I III III I I I I I I I l l l I l 1 1 1 I 1 III 1 I I !I I I I I 1{1 I 14 1 I I ! I I I I A{I I l l I I l I I l I I I I t I 1 1 i l I t III I I! I I , IRAAGE IS NOT AS CLEAR AS THIS NOTICE, h-, £ i Pi f7� 9 Liu-,E, oeIT IS DUF TU THE QUALITY OF THEORIGINAL DOCUMENT ! tzI 9Z Al7i, 6 �IIlllli llllllullull Illllllll Illul lll IIIIIIIII IIIIIIIII uIIIlI1I 1111111, 11111111111111111111111111111111111 Illl�llll�li!IIIIII illllllll IIIIIIII Illllllll fill 1111 lll 111 llllllll W IIIIINU 12'-4" 22'-0" 5 4' % u Lr, >'-- - ---- ---- --- - -•-1 - - ---- ---- --- - - CENTERLINE OF TS. COLUMNS-_ 2--8' 1 �-- -OA L 6" (CON C. FII LED) D S. uj 5; STEEL BOLLARD 5; w L, Z ui Ui W M T 0 V) SEE FLOOR PLAN ON Ln 0 r_ TUL`_' STEEL COL'S. SHEET A-4 4 V) PER STRUCT. LINE OF CANOPY OVERHANG I I Uj Lr, w ABOV-L SEE SECTIONS AND CL L� CL uj Ln 5'-9" T-9" 8'-6" 0 0 CENTERLINE OF ELEVATIONS (A Z Ln (A z • COLUMNS TYPICAL/ I -JANITOR 0 TYP. —----------- 5 D.S.I . .1 1�.� I FACE OF CMU� _ C) uj W 0 JNDRY SINK 77 Z 7 -z- z PER MECH. 700_ In S-4" HIGH CMU PLANTER (201) �_o 24 00 00 00 ,I . A TOIL 4 TOILET cc F (to 100 DO z1b DO <200 ^- O�07 _13NO D1 -�p 6 3f) 0 0 5 L z A 301 9 _j 352 7 011 FINISH SCHEDULE a: %.— A7 ---------------------- FLOOR EXPOciED CONCRETE, NO FINISH OREalN HALLWAY 03 7�OO C) r/ ), 11) 1 (r SERVICE BAYS WALLS CMU, PAINTED : SEMI-GLOSS FINISH CL 301 CEILING EXPOSED STRUCTURE, PAINTED : SEMI-GLOFS FINISH a3 TYP. �lpj . - H.B. I, __-1 . 1 1 - ROOMS FLOOR SLATE TILE WITH 6" COVE. BASE wu-o-q 1 �) TOILEI WALLS GYP. BD., TEXTURED, FAINTED ABOVC P.LAM. AT 48 A.F.F. /71 y FACE OF MU Al' LUBE SHOP CEILING GYP. 80., TEXTURED, PAINTED SEMI-GLOSS FINISH 0 1 FLOOR CERAMIC TILE WITH 6--COVE BASE fE \-D-S HALLWAY 2 In E CUSTOMER LOUNGE WALLS GYP. BID, TEXTURED, PAINTED SEMI-GLOSS FINISH Ln %0 301 Al CEILING GYP. BID., TEXTURED, PAINTED SEMI-GLOSS FINISH 3 17-� a� E oo 7s E FLOOR CERAMIC TILE WITH 6" COVE BASE SHIPS I-ADDER (BY OTHERS) 1-HOUR OCCUPANC 00 WALLS GYP, BID, TEXTURED, PAINTED : SEMI-GLOSS FINISH HALLWAY DN. SEPARATION OFFICE iCE 1-HOUR FIRE WALL CEILING WALL TYP. LUNCHROOM (LESS THAN 20'-0" SUSPENDED ACOUSTIC TILE 0 IS f- t DIM. I� INSIDE FACE 1 FROM PROPER Ln Ln > ON. TY LINE) FLOOR OPENINGS TO SERVICE PIT BELOW STEEL STAIRS OF CMJ WALL A8 FLOOR 12".12" VINYL COMP. TILE WITH 4" VINYL COVE BASE �Xlllll SEE G-1 FOR DIMS. TYP. OF (3) SEE STRUCT. PER SECTION 8'-7" (SEE ROOF PLAN) LUNCHROOM WALLS GYP. BD., TEXTURED, PAINTED : SATIN FINISH fn 6 CEILING SUSPENDED ACOUSTIC TILE a% Lr) A7 I)k , v) In -------- -- -------------- - FLOOR 12"02" VINYL COMP. TILE WITH 4" VINYL COVE BASE OFFICE WALLS GYP 8D., TEXTURED. PAINTED : SAI',N FINISH z 0: CEILING SUSPENDED ACOUSTIC TILE '0 L FLOOR 12*02' VINYL COMP. TILE WITH 4' VINYL COVE BASE Lu Cy\ JANITOR WALLS GYP. BID, TEXTURED, PAINTED SEMI-GLOSS FINISH C - - - -- - --- ---- CEILING GYP. BID, TEXTURED, PAINTED SEMI-GLOSS FINISH Z C FLOOR CONCRETE : SEALED, UNPAINTED LINE OF SOFFIT STORAGE (LOWER) WALLS GYP. BD., TEXTURED, PAINTED : SEMI-GLOSS FINISH CONCRETE 0 ABOVE 301 -T CEILING EXPOSED STRUCTURE : UNPAINTED Z 301,-I-t �3O 1 0 Z ALL CONCRETE : EPDXY COATING, WHITE U uj flj CASHIER 10 SERVICE PIT SEE FLOOR PLAN .0 ON SHEET A-4 .1 SERVICE BAYS QD 0 0 (LUBE SHOP) (:iB_u DO • ALL WOOD TRIM TO HAVE MITERED CORNERS AND FINISHED TO MATCH CL ALL METAL RAILINGS, STEPS, COORS, & FRAMES TO BE PAINTED/FACTORY FINISHED (BLACK GLOSS) it I I I STAIRS, TREADS AND RISERS TO BE "GRIP-STRUT" WITH METAL RISERS r-----( -)j C ------------ I 100 a) > ' ' I I + SLATE TILE, 12"02" SQUARE, RAJA BRAND OWNLr, TO SELECT COLOR OF TILE AND GROUT FURN. (N.I.C.) IL FIBE;7GLASS REINF. PANEL-TF-RP-.T-CL—AS�-C--!�T-RU—CT OGLAS, #1600 SERIES (Z�0�0 4'x�:l SHEET W/FACTORY TRIM, #1130 "WHITE" A - ------------ IV SHERWIN WILLIAMS, SATIN FINISH ENAMEL , OWNER SELECT V) 10 LA SHERWIN WILLIAMS, SEMI-GLOSS FINISH ENAMEL, OWNER SELECT rn SEE SHEET A-4 FURNITURE (N.I.C.) TYP. PLA TIC LAMINATE, NEVAMAR, OWNER SELECT 1-HOUR FIRE WALL COE] n (:50D -NEER CABINET, WILSONART, OWNER SELECT CUSTOMER LOUNGE d (::5E) FINISH TRIM, 1"x 2" AND 1"x 4" MAPLE FINISH TO MATCH CABINET Q2 LINES INDICATE AREA OF Lu >QD TOWER ABOVE (22'-0' SQUARE) P� - 50 1/� " C,§�O SEE ELEVATIONS VINYL COMP. TILE, ARMSTRONG, 12"02" SELF-STICK SO., #5910 "CLASSIC BLACK- 0 VINYL WALL BASE, 4", JOHNSONITE #63 "BURNT UMBER" I / f800 VINYL H 301 FACE OF CMU AT-TCU- NOTE: 04 3 (D 7 r_r FACE OF STUD 1. ALL "TEXTURE" ON GYPSUM BOARD TO BE ORAI"GF PEEL. 2. ALL GYPSUM BOARD CORNERS TO BE "BULL-N(j.,ED". FLOOR. PLAN MAIN FLOOR 1/4- V-O" 2 NOTE. (D - B USE CAUTION DURING INSTALLATION OF TILE TO COORDINATE WITH SLAB CONTROL A3 JOINTS AND TOP OF 10- WALL (TILE TO PROJECT NORTI-1 4 0 4 8 12 .3'-0" (2) EQ. SR. 6'-5- ALL PLANS THIS SHEET '1 6 (2) EQ. SP. 6'-6- S-0" BE THIN SET) NOTE: 22'-0" SEE SHEET A-0 FOR PLAN/ELEVATION] NOTING DETAILS AND DIMENSIONS. 6 7 6 --OUTSIDE FACE OF CMU OUTSIDE FACE OF CMU ABOVE-- WALL. SYM.BCLS: GENERAL NOTES: I --MOUND CONCRETE AND CONC. WALL 44'-8- AND INSIDE FACE OF CONC. WALL 3 1/2- METAL STUDS AT 16" ON CENTER WITH 5/8- GYPSUM ON TOP OF PIPE BOARD EACH SIDE. 1. SEE FOUNDATION PLANS FOR ADDITIONAL DIMENSIONS OF ALL OPENINGS -OUTSIDE FACE OF CMU (DOORS, ETC.) THAT ARE NOT SHOWN. L 6'-4- 6--4- L 6'-4- 6'-4" 1'*-2" AND CONC. WALL C.M.U. (CONCRETE MASONRY UNIT OR BLOCK) WALL WITH SELF 2. VERIFY ALL UTILITY LOCATIONS AT EXIT FROM BUILDING FURRING LATH AND STUCCO (EXTERIOR) - SEE DETAILS WITH MECHANICAL CONTRACTOR. COORDINATE ALL INTERIOR AND EXTERIOR UTILITY LOCATIONS PRIOR TO CONSTRUCTION. —6" DIAMETER STANDARD PIPE C.M.U. (CONCRETE MASONRY UNIT OR BLOCK) WALL, SIZE AS 3. DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE r)RAWINGS FILLED WTI, CONCRETE NOTED ON PLANS OR DETAILS WITH V2" AIR SPACE, 3 1/2" NOTE: METAL STUDS AT 16" O/C. AND 5/8 GYP. BD, (INT,) TO DETERMINE ANY LOCATIONS. THE ENGINEER SHALL BE NOTIFIED IF STORAGE SHELVING!(N.I.C.) ,-AIR COMPRESSOR ANY DISCREPANCY OCCURS, PRIOR TO CONTINUING WITH WORK. TREAT P,PF WITH ZINC OXIDE AIR BY OTHERS PRIMER BEFORE PLACEMENT. 6" METAL STUD WALL WITH 5/8" GYP. SP, (INTERIOR) AND 1/2' 4. ALL DIMENSIONS 014 PLANS ARE FROM THE OUTSIDE FACE 01: EXTERIOR 9" 9 PAINT EXPOSED PORTION OF PIPE GYP. SHEATHING, !3:_0G. PAPER, SELF-FURRING LATH AND WALLS AND CENTERLINE OF INTERIOR WALLS UNLESS OTHERWISE NOTED. WITH "SAFETY YELLOW" ENAMEL PAINT. IC-1 STUCCO (EXTERIOR) - SEE DETAILS STORAGE .1 S. PROVIDE FIRE FXTINGLI(SHERS PER FIRE MARSHAL REQUIREMENTS. - w CONCRETE WALLS PER STRL:CTURAL FIRE EXTINGUISHERS ARE INDICATED AS A MINIMUM. 301 4" WIDE SLOT IN Fl-I OR A3 (SLOPE FROM 1 TO 4-, SEE S-1) 6 SEE SHEET A-4 FOR DOOR AND RELITE SCHEDULES. H Wl� of NOTES: z Yl, in 1. R-11 INSULATION AT RESTROOM WALLS OR AS NOTED. KEY NOTES: ALIGN EDGE FILL AROUND PIPE WITH CONCRETE. (SEE SPECIFICATIONS) (R-19 INSUL. AT 2 X 6 WALLS). TYP. 01 DOWNSPOUTS (D,S.) 6* DIA. TYP. (U.N.O,) - SEE ROOF PLAN DETAILS. MOUND CONCRETE AT GRADE TO DRAIN --PRE-FAB WORK , 4H.B. 2. ALL GYPSUM BOARD MUST BE nPE "X" AT RATED WALLS. WATER AWAY FROM BASE OF PIPE. PLATFOPMS BY H. ALSO SEE UTILITY PLAN (G-_3) FOR STORM TIE IN. OPENING IN FLOOR 6-`!_0--- ----PROVIDE HOSE BIBB 3. CONTRA(;TOR TO VERIFY LOCATIONS OF WOOD OR METAL OIHERS TYf . ABOVE TYP, OF (3) FOR HOT AND COLD STUDS AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR ALUMINUM STOREFRONT WINDOWS PER DETAILS AND SPECIFICATIONS. IN WATER IF ADDITIONAL DETAILS ARE REQUIRED. HOSE BIBB (H.B.) WITH INTERIOR SHUT-OFF VALVE TYPICAL. -OIL/WATER SEPARAT(R two LM FtmLWAppft0VAt INTERIOR CABINETS PER INTERIOR ELEVATIONS. BASE CABINETS MUST BE 2'-10" MTHAFNXeUP0RnM0F (2'-0- X 2--0' X 2- -0") MINLRU�l _5jzEll v COMPL Igoe so"*lw 151-01my coft(0ma UP UP UP UP (34-) MAXIMIJV. ABOVE FINISH FLOOR PER ADAAG CODE REQUIREMENTS. PROVIDE I - - - 1. WEB STIFFNERS NOT REQUIRED TOP AND BOTTOM. SHEATHING SHOP DRAWINGS FOR REVIEW. NOTIFY ENGINEER OF ANY DISCREPANCIES. 1999 Cd.(OMM 2'-0" X 2'-0" X 2'-0' REQUIRED ON BOTH FACES OF WALL, WEB PUNCH-OUTS MIN FACE OF STUD WALL 2000 0mqw pkm*,g-Spftk*y Goft(OPS6 OF 1.5 TIMES WEB Hl`lGHT FROM EDGE OF BEARING. FIRE SHUTTER ABOVE PER DOOR SCHEDULE WITH FUSIBLE LINK - SEE SPEC. MOmwnFIvCtr"&'SPft _Codv(OtSC) 9" PIT FOR MANUAL SUMP *ftY FIRE EXTINGUISHER TO COMPLY WITH FIRE CODE AND FIRE MARSHAL Un"fon"rww C"(OUFC) kSUMP BY OmEp).0 997 US Std 9 1(I�q wkl,,) 2. SEE STRUCTURAL FOR BEARING WALLS. THIS TABLE IS FOR L I REQUIREMENTS. LOCATE PER FIRE MARSHAL. 997 UFC Sim 10.2 1 l,a SIMIT1111) U NON-BEARING WALLS ONLY. BOLLARD DETAIL -71' PLAN REVIEW APPROVAL DOES NOT AUTHORIZE <SHIPS PROVIDE ACCESS HATCH IN CEILING ABOVE TO ROOF H1,TCH AT ROOF. 1/2" -0 CONSTRUCTION TO PROCEED IN VIOLATION OF LADDER STUD SIZE TABLE SEE DETAIL 7/A-6. FELARAL,STATE.OM LOCAI FIEGULATIONS,NORD(AS \TS. COL'S PER A�� (I STEEL STAIR 350I025 AT 16" O/C. MAX. HEIGHT - 12'--B"' FIFt'EVE DESIGNER FROM ANY LIABILITY On BY OTHER I I I S TR U C T. TYP. 350CC20 AT 24" O/C. �D TO MAIN FLR. MAX. HEIGHT - 14'-0" PROVIDE SOUND INSULATION IN WALLS AROUND COMPRESS$)R� 5/8" GYP BD, TYP. HIESPONSIBILITY. SEE SECTION 60OCC20 AT 24" O/C. MAX. HEIGHT = 21'-5" D.-I n L 60OCC18 AT 24" O/C. MAX. HEIGHT = 23'-8" EACH SIDE' ay 60OCC18 AT 16- O/C. MAX. HEIGHT - 27'-1" S -DATE,L4�-,4,p Ld u THF HOT WATER HEATER IS TO C-E 50 CALLON.) STUD WALL PER PLAN CLAIR 3: SER\A-,E PIT UPI 80OCC18 AT 24" 0/C. MAX. HEIGHT - 29'-11 Z�3\1(\@g COMPANY. INC. Z BOOCC18 AT 16- O/C. MAX. HEIGHT = 34'-3" CD (1/ Ca Q) —H.M. FRAME TYP. Ld V 0 0 Ln 0 Ln 6 0 < 5 3/4- AT 3 1/2" STUD n g /B 1/4" AT 6" STUD Cy LL_ DATE STORAGE TANKS (N..C.) JANUARY 2003 TYP. SCALE PROJ. NO. ---DOOR PER SCHEDULE NOTED 203007 VLMK PLOT DATES: CIRAWM CHECKED OUTSIDE FACE OF CMU 2" 1/20/2003 13:31.5 b!;il SGIL HK FLOOR PLAN LOWER FLOOR 1/28/2003 15:5030 billl AND CONC. WALL 1/30/2003 9:23.?5 blIll SHEET 110 1/4� 1- 0" 3/3/2003 8:57.5 billl DOOR JAMB 4/8/2003 16:51.3 bilil 4/21/2003 12:50.58 b f,'OOR1.dwq 7_1 4/28/2003 13:41.25 bill) A 51812003 13:26 1 billl 5/30/2003 10:45.48 kurt Pacific Hwv. 13545 7/15/2003 13 4319 BUP200.3-00435 203001 2,300 IA-l.dwq 10/13/2003 11 10 of 24 (AA I ---CT- NOTICE. IF THE PRINT OR TYPE ON ANY I 1 11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I_II_11 I _i! i�_i�J 11.E-Y'L. 11 I e IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT _T T 4� el it I I T__ 9 Tt--Is g--- T - IJIIljl 1� IF,t9l, 1 !1111,1,111 T�4 �. X301k 10 0 6 3�01 77 SHIPS I Y FIRE �AUL. 6 PIP 1,- H , / f RIDGE VENT PER MFR. METAL ROOFING PER SPEC. 1 6 6 12 12 6 7 8 —I r, CUNT. GUTTER AROUND TOWER 24'-8" O PROVIDE EXPANSION JOINTS (E.J.) TO EAVE OPEN AREA 0,/ER WAITING AREA---�- � 5 BE HIDDEN WERE POSSIBLE. ALIGN E3 SEE 3UILDING SECTIONS �\ Ej � (T.O.PLATE) � Lj E.J.'S OF BOTH CMU AND STUCCO. USE r� � E.J. MATERIAL PER MFR. RECOM. A U STUCCO OVER SMOOTH ❑ STUCCO BANG I METAL FLASHING AT FACE CMU TYP. AT El D Q PER DETAILS VERIFY WITH STRUCT. CAP TYPICAL SIGN PER OWNER (N.LC.) LUBE SHOP 1:1O"flkSPLIT FACE CM'J LINE OF ROOF BEYOND -- SEE ROOF FRMG, SHEET S-3 SILL h 18�-8 STUCCO OVER = `, T.O.W. . STUD WAL" -I -1- 7 -I- �(:: T .. f-EIJ; ❑E.J.'"► SEE SECT ON T- ,6 0 D - -1 -..r i in T.O.W. o L . a o Q I L I I _._._ I. .�.1...I ,._.I_ .1. , -T�1 L_. _ _- ' Z 'I n l n 1n, --- � 12'- El D L_ J I --_.J L E ]�_� IL_ L�_1�l�J��J�� ', 4� �a J 3-52 (--( I ❑ I .1 11 D ' ❑ ;. BLDG. PROJECTION ❑ ��J��1�� F-1�� _ F-1 FI��EIE- dEYnND - SEE PLANG- . . —lr-- ;, - - - - ---_---- _-:-J ------ 7FIT-1E�El FIE-1- Fl . �E ��I ��-J STUCCO ACCENTS _ PER DETAILS L I��_J FIDEF1 �� 1 EILJEILII� EIEIL ren ri E _ _ - -- __ _____- _ _ _ _ _ - _ - __._._ _ .._.___ _ ______ ' -_-_---_ j i ------- PIT SERVICE AREA UNDER LUBE SHOP - SEE FLOOR PLAN - i L------------- a r- - ' ' OVERHEAD DOORS ' ' PER SCHEDULE TYP. ; ; ALUM. STORREFRONT FOOTINGS BELOW PER I AT OFFICE ENTRY STRUCTURAL Z cn SOUTH ELEVATION W 1/4' 1 -0 W NOTE: SEE SHEET A-8 FOR J c k " ADDITIONAL INFORMATION Z yr � _ W 1 PROVIDE CONTROL JOINT (C.J.) O e A9 PER MFR. RECOMMENDATIONS Z l7 TOWER ABOVE LOBBY 0 Z C c BEYOND - SEE PLAN U W 1O .� o A3 5 4 3 2 1 8 DOWNSPOUT TO LOWER Q ROOF BEYOND DOWNSPOUT TO LOWER ROOF BEYOND SPLIT FACE BLOCK ROOF DRAIN BEYOND AT BUILDING BEYOND E.J. Y SEE SECTION 3 -LINE OF ROOF BEYO J - — _ _-_ _ _ _-- -_ --. BUILDING EXTERIOR (CMU A STUCCO) T m -- D X C U NDS CCO 0 BE SEE SHEET S-3 PAINTED WITH ELASTOMERIC PAINT (PER SPEC.) I r_ - - _ -- - ��- r--- - _ -- -. _ �� _ r_ .__ - �- WITH (3) COLORS TO BE USED (OWNER TO m rMF T �-7 i I T 1 E.J. _T _J__ -L-,_1- -1_ .l_ _� _ _l._ _1 --�'""� - - . -�-- -•- - • - - -�--� �•- --- - -- - -- - - SELECT COLOR AND LOCATION) PLAN REVIEW APPROVAL NG SEAM TAL - - L 1._. _Z L_ 1 J_ -� ---- ---- ---- ---- - - - - —- - ---- ---- ---- ---- ----- ----------- ---- ---- - -i �SDINGIPER SPEC. TYP. F_� t Of (OPEC) TT 1 -( T ,-� yCode r., l_ 1:.� 1 _l . ...i. L ._I__-1__T.; ---- AT CANOPY 2<100 Orspon fPbetnce�SvessCod•(OESq t - ' -�-•-____ (3C Srd 9+lam f1ro Cods o (oufca „ t9$7 U ( e epnklers) " 1997 UFG Std 10-c^(Lre alarms I � � -[v �I r I 1 I � I I ' I I I•--1--3-- I T.S. COLUMNS PLAN FtfVIEW APPROVAL DOES NOT AUTHORIZE 7 CONSTRUCTION TO PROCEED IN VIOLATION OF ' -�_L �- L_ 1 i T- I _L_ PER STRUCT. I 7-L7--* �. i FFDEgALSTATE,ORLOCAL REGULATIONS,Nos DOES I _ - IIIIIr� a�J� l ❑��CI I L�uL�DL IT RELIEVE DESIGNER FROM ANY LIABILITY OR ' T ❑ I RESPONSIBILITY 1 --- J r .. - - - _ ..�.__� .�.. : �� I ❑�❑� 0' z qva� ES DATE. 2. 03 ; L. l_ �. J CSL-�C�U❑ _ (- -�-� -�-+- t- CLAIR COMPANY, INC. r LL ,. , I I I ;- L--J❑�❑ 7-- ----- cc r �T1T1 �I-1 _ �i T c`Ir_1_ _r_T._r_- F117HF ❑ ��❑Fj �L�� I i-7 �o s s - u 1 I .I .1� T .._�,_ I D.S. FOR ROOF r ' SPLIT FACE BLOCK SCUPPER AND D.S. �� + CCI �} TYP. AROUND OFFICE PER SHEET A-8 DRAIN BEYOND RE CCI ## PIT SERVICE AREA UNDER LUBE SHOP - SEE FLOOR PLAID / --�--- - ---- --- -- OVERHEAD DOORS BEYOND BOLLARDS PER 1/AE1 PIPE/ TYP JUL '� �� LC031003 �---••---------'-----/-/ -- ---------- i PER SCHEDULE TY?, FOOTINGS BELOW PER ,laic Company,Inc. Bye STRUCTURAL NORTH ELEVATION A A • 114" _-Tt A 3 A 3 \, 1'2 12 _ ilb D E F G s E D C B 4 CONT. GUTTER TYP. DOWNS"oUT TO LOWER - - - - — - AROUND TOWER ROOF BEYOND '"-- - _ TOWER ABOVE LOBBY El � I L I BEYOND - SEE PLAN I �J L1 IlI —JI El D,S. TO LOWER ROOF EIE > _----- E J -- S LUBE SHOP BU LDING u T.O.W. - --- --_—rte_ - - - BEYOND - SEEI PLANFA4 - > �--- -'-.,_... 1..... ....-_. _._T_i...-•i-- -L_ --i.. 1. _i I, � LINE OF ROOF BEYOND T T t" SEE SH ET S-3 -T. _L. _ T ------ ._ -_ - L Li ._1.,..�_ �._.�_.�T _ I L _ 7- r T - 4 __.._L_...- _ . �.- ___ _ I -_ _ T 0 CAN __._-_ � _ - _ � - 1 I - - ----- - 1-1 r L - - - - , LTA-i::`T.- �.-.1__L .�L- -I - r- . 1 ' �.. T I- _L__. 1_._ .�1 _ � T� I�7 I .• � . . ' ' :� � L. ,L._I _I- � -- TT tt 1 _ _ STUCCO ACCENTS ] L `•� B.O.CAN• I � L_T_I ' -� _1_ -1 �._ 1 �I __1 1 .I... ❑ 1. PER DETAILS � I �- f T. - _.r - L_ -_J.._ Z _l_ _ r__l_T - - - o ❑ a ; I r�z = Z I T T-- t1 _ � � 4 . u o � Mt004 cn o L� _l_ .L_-, T . I I [_ _r��-�� -�:-�. T _� L 7 I- _L�_I �yLn � X T:1_ r' �= LJ ------- rT=— - __ - _-- ---- - - - - DATE r T- �-T --� T1-- - --L_ - �._ JANUARY 2003 1 I r =rte = L - L _' .. �. T�_C=1 I I �_ _. - ,-- j SCALE PROD, N0. 1 I I L--_ - - r L 1 _t_ 1... _.I __. T -A--- I -I T- -- - [ 1... T -L _I. �. -.-- _ �__ .. - - — _ T.. .-T T T NOTED 203007 EXPANSION JOINT (E.J.) TYP. E.J. I ' ' I I DRAWN CHECKED I„ --'--- -------- ----------------- ---------- --- --- I ` ----J-� r-1 - ----- ----- ----- _ - -- - - ---------��..� ----- ----- ------------------------ ---u-'-- -------------- I�-'' -, /28/2003 DATES:VLMK PLOT 59.29 bill) BGL HK i I 1 20 2003 13:32.8 billl - -- --------------- --- ---� r WINDOW IN FRONT OFFICE AREA TO BE T1/30/2003 �----- PIT SERVICE AREA UNDER LUBE SHOP - SEE FLOOR PLAN- 9:24.5 bllll SHEET NO CMU PLANTER - SFE PLAN DOWN TO 8" AFF. (UNLESS SHOWN -----____. _ 2/10/2003 11:22.10 bllll OTHERWISE) SEE SECTION 5/A8. 4/18 %2003 '12-37.175blllbi0I A 2 VERIFY FOOTING STEPS ON THIS SIDE 4/21/2003 '.2:51.49 bin EAST ELEVATION WEST ELEVATION OF THE BUILDING WITH THE FOUNDATION 4/28 2003 14:3.50 bila 1 4 = 1'-0 AND GRADING PLAN 5/8 2003 13:26.27 Will Pacific Hwy.13545 5/3 /2003 10:48.9 kuru 13UP2000.00435 0 .d 3' 11 of 24 NOTICE IF THE PRINT OR TYPE ON ANY III III' 'IIIIII II;IIII VIII�I�IIIIIII VIII I IIIIIII IITIIIIIIII lilt! IIIIIIIII IIIIIIQI�IIIIIII VIII�jI12�IIIIIII IIIIIIIIIIIIIIIIIIIII I IIIIIIIII�I 10I1(Illhll�l li'IiI�IIIIYIIIII I I `j� IMAGE IS NOT AS CLEAR AS THIS NOTICE, t---I�l "1_--- _ _ r I --�L- - _I_ 1_ I I —!L__ I _._S.L - - ----��_- I �_l �L J -'�'L IT IS DUE TO THE QUALITY OF THE _ _ "°'e ORIGINAL DOCUMENT £ L BiZ LlZ 9Z S�Z 6Z £Z Z liZ O1Z R1 8i Li t >?I 6t S�[ Zt it _ 1 l6 L 9 (IIIIIIIII Illi illllllllllllllllllllllllllll IIIIIIIII ILII IIII�IIII 111111III IIIIIIIII IIIIIIIII IIIIIIIIIIIIIl IIIIIIIII II1I IIII IIII IIII IIII IIIIIIIIIIII{IIIIII IIIIIIIIi�llll IIII IIII IIIIIIIII!IIII!IIIIIiIIIIW l�lill llll�lll ilWlllUlllllllllllllllllWll Lit 11 rl y" 3. A,1•y �I t. RIDGE VENT PER MFR.\ A9 ti s 12 `/ 12 I z 6 7 0 in \ / UjW 2�T' - - - \ FT B � EAVE v, A3 NON--RATED STOREFRONT-.- I I R-30 INSULATION / U WINDOWS IYP, AT HIGH WDWS. �. 5/8" GYP. II CEILING 9 z 1 ? 3 - I I � � I z /PARAPET BEYOND 1 I OPEN AREA (GYP. BD. IYP.) n 10 L A8 T.O.W. - - - -- -- -- — - ° BUILI-UP ROOFING OVER I I tvb �NQI362�9Y/a PLYWOOD SHEATHING I ? I 4 s w I ner cvON 8" CMU WALL TYP. '''" 1 I "T!� PER STRUCT, _ ��AV G, ca IN ��\\ LIGHT SCONCE BEYOND _ 4 INN PER ELECTRICAL\�� A8 JOISTS PER STRUCT I ' (TYP. OF 4) I I ' I O.H. DOORS BEYOND I . I E 1-i'0UR OCCUPANCY T.S. HEADER PER rn M o F SEP RATION WALL N Y o i 1 STRUCTURAL N oo E ,`• - - -- --- — - Lj I I ' Z OC o� LINE OF SOFFIT BEYOND _ I' II I `J` 1 I W (74 rn M LF L� ---- - --- -- -]L--- U I I J W �_y_ALUM. STOREFRONT Z 0 -RVICE B ' I I I WINDOWS PER SPEC. � _ a UBE SHO — _ ---— Z O WAITING O W T f O CASHIER DESK BEYOND- Ll -- cl- CONC SLAB PER / A8 CC; ,.„ I FOUNDATION PLAN - # -= _------ —� — — 10 G 9 1 9 a �_ ;. Q'-0" FIN. FLR. > J — -SHIPS LADDER (BY \--CONCRETE SLAB OVER BEAMS AND JOISTS BITUMINOUS DAMPROOFING AND PANEL , ! �3 m WATERPROOFING PER SPEC. TYP. rn a, OTHERS) BEYOND METAL DECK PER PER STRUCTURAL A .fairCompaoy;j�,t, i3 �;1, M + ALL SIDES OF SERVICE PIT STRUCTURAL 2 A 3 A9 SERVICE PIT COLUMNS BEYOND o / PER STRUCTURAL CONCRETE SLAB PERS WATER STOP TYP. PLAN REVI APPROVAL FOR COMPLIANCE WITH ICABLE PORTI OF 1998 Oregon Struoturel 4lty Cod•(OSSr.) ^ FOUNDATION PLAN 1999 0-a1)on Me+,iteniW Is yCade(OM$C� 2000 G.twin Pkrnbetg Ity Code 019S --- _ — MO(',moron E1et:tt•Icel salty Cade(OESC) I 1997 UBC 1997 u Si 01 O Heys mlere) ^ . - 19%Orewon UndomtFne (OUFC) v n e 1 I PLAN REVIEW APPROV L DOES NOT AUT HO IZE n r CONSTR'JCTION TON 'EEO IN VIOLATIO OF u FEDI W11..STATE (1Q LO REGULATIONS NbR C !i _ IT RELIEVE DESIGNER FOM ANY LIABILIT 00 A C� C D PARAPET BEYOND HESNON'�'3:LtIY. L7 I Y C=S DATE-l� A BUILDING SECTION A Z OBLSEC1A.dwg 3 8 1 -0 J ROOF DRAIN (R.D.) BEYOND CI-tAn r F;,%.NY, IPIC EXTEND DOWN AND THROUGH —=- TOP OF CANOPY BEYOND CMU WALL UNDER CANOPY I BUILT-UP ROOFING OVER T O.W. --_ __ — i. - _._—___,_- { PLYWOOD SHEATHING OFFICE TOWER BEYOND --- 8 S4 OVERFLOW DRAIN (O.D.) BEYOND `e•: 9 JOISTS PER 1 EXTEND DOWN AND THROUGH CMU JOISTS PER STRUCT,. . $4 WALL AND TERMINATE UNDER CANOPY ` 16'-0" SS STRUCT i• 4MTH BRASS FITTING (TURNED DOIIN) �' — - -- _-- ON EXTERIOR _ / ,cl' 1 METAL SIDING TYP. DOUR TRACK PER MFR. r. TERMINATE OVERFLOW - - - DRAIN (O.D.) AT 6" ABOVE BOTTOM OF OPEN UNDERSIDE -- FASCIA PAINTED CMU WALL BEYOND OF CANOPY A8 /SEE VALL SECTION l T FIRE-SHUTTER BEYOND T.S. COLUMN 1- _I-- -._L.__.__I_-_f__ _ r PER STRUCT. � � 11---T- 418 � v � 18 -L D.S. BEYOND `- -_ - 1 _ _ -- r•� -- BUILDING BEYOND - _"� � BUILDING BEYOND _ OVERHEAD DOOR PER SCHEDULE SERVICE BAY \\ U I STAIR AND GUARDRAIL W BEYOND - SEE SHEET A-7 I_UFE SHOP � r U 6" DIA. 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C — \ 1/28/2003 15:49.29 bill) L lI l � 1/20/2003 9:252003 8: 37 bill! `-HEFT NO CONCRETE SLAB PER 3-' I B BUILDING SECTION , FOUNDATION PLAN 2/10 2003 11:21 47 Will T„ t_I 4,4 3/3003 8:3,.26 billl A 3 7 OF31 SFC 12.dwg 3/8' =-7-'O-0 ► -' '-- -_ 1 \ 3h' 4/21/[003 12'46.32 Will 4/28 2003 14:4.30 bil'I 1 , 4 5/8/003 13:26.58 bill) Oacific H W 13541, 5/30/2003 10:46..32 kur,n BUF2003-00435 203007 23007A-3.dw 7/15/2003 13:46.19 billl 12 of 24 pill INOTICE. IF THE PRINT OR TYPE ON ANY (�I tIII III III III III III I I III III III I I III III III l l I'I I I III III I I III III III L IMAGE IS NOT AS CLEAR ASTHIS NOTICE, IT IS DUE TO T HE QUALITY OF THE "°'e `� ORIGINAL DOCUMENT �s Z 8jS �LZ 91Z �Z til, s v iL S eT�i tat LrI t 9t it st t.t ti t e l L 9 9 r s LL I �truel T illlllll IIII !III�IIIIIII!I�IIiI!IIII illl�llll�lllllllll IIII III�II IIII IIII VIII IIII IIII IIIIIIIIII►III III►.I�illllll II�hIIIIII�IIII �III�IIIII��II VIII►III�IIII IIII!I►III►�►fill,►III�IIIII►7777777► III►►Il►1 Ul�llll 1►Ill►l lllilllllllllllllllillllllllllil�l�llll►IN�II ' '' ` Y� G DOOR HARDWARE _ _ DOOR SCHEDULE --- LAUNDRY SINK F. , < PER MECH. MIRROR PER SPEC. ART MARK C' ,,IPI ION MODEL_ NUMBER MANUFACTURER NO SIZE DOOR FRAME HARDWARE (HDWE.) LABEL REMARKS ( O / -GRAB BARS TYP. SOAP DISP. BUTTS/HINGE B1 BAL,. dFARING TYPE, 1 1/2 PAIR PER DOOR LEAF _ - FBB179 4 1/2" X 4 1/2" - STANLEY - / TYPE MAIL TYPE MATL. GROUP 01 -0" X 7'-0" B AL. 1 AL. C2 L4 P1 S3 W1 SIGN1 - ALUM. STOREFRONT CLOSER C1 STANDARD DOOR ADJUSTABLE HYDRAULIC _ LCN 4010 LCN O Y-0" X 7'-0" D H.C.M. 1 H.M. Bt Cl L6 S2 SG1 1-HOUR RATED INTERIOR MANDOOR 0 AC. AC. CLOSER C2 STOREFRONT ADJUSTABLE HYDRAULIC v LCN 1461 LCN 10'-0" X 12'-0" C STL. 2 STL. DEADBOLT EACH JAMB - (PM.) OVERHEAD D'juR WITH TEMP. GLASS PEM. NAPKIN ----- --- - --- - — -- -- N WC. WC. LOCK L,, STOREFRONT SINGLE. HEAVY DUTY DEADLATCH. CYLINDER DEAD LATCH 4710, 4711, 4712 ADAMS RITE Z AC. LAV - AC. LAV. - DISPOSAL OUTSIDE W/ BOLT HOLDBACK. PADDLE HANDLE INSIDE _ _ ® 10'-0" X 12'-0" C STL. 2 STL. DEADBOLT EACH JAMB - (PM.) OVERHEAD DOOR WITH TEMP. GLASS V) LOCK 1-5 STOREFRONT PAIR. TWO-POINT DEADLATCH? CYLINDER DEAD LATCH 4780/4ib1 ADAMS RITE OS 10'-0" X 12'-0" C STL. 2 STL. DEADBOLT EACH JAMB (PM.) OVERHEAD DOOR WITH TEMP. GLA�;S 5 FL P.T' DISP. �Q �Q r.P. DISP. OU:,IDE W/ BOLT HOLDBAC.(. PADDLE HANDLE INSIDE ON ACTIVE W uj 4c� pQ Q LEAF. TWO-POINT DEADLATCH PADDLE HANDLE WITH © 10'_-0" X 12'-0" C_ STL. 2 STL. DEADBOLT EACH JAMB - (PM.) OVERHEAD DOOR WITH TEMP. GLASS ��' P DOGGING ON INACTIVE_ LEAF WITH DUST PROOF STRIKE 10'-O" X 12'-0" C STL. 2 STL. DEADBOLT EACH JAMB - (PM.) OVERHEAD DOOR WITH TEMP. GLASS LA LOCK L6 OFFICE KEY OUTwCE, TURN/PUSHBUTTON INSIDE AL53PD - (SATURN) CORR. LOCK SCHLAGE ) -- LOCK L8 TOILET SINGLE, PUSH BUTTON INSIDE AL40S =(SATURN) PRIVACY LOCK SCHLAGE _ - -` --- — -- - /8 10'-0" X 12'-0" C STL. 2 SrL. DEADBOLT EACH JAMB - (PM.) OVERHEAD DOOR WITH TEMP. GLASS - J E E PUSH/PULL P1— STOREFRONT, 3/4" DIAMETER ROUND BAR EACH SIDE TICE 1143 AND #22 TICE 09 PR. S-0" X 7'-0" B AL. 3 AL. C2 L5 P1 53 Wt SIGN1 - °AIR ALUM. STOREFRONT - H. - STOP S2 WALL TYPE HOLLOW CENTER FOR LOCK BUTTON 407-1/2, B-10 IVES OOR O. —� - - — --- _-�— - -- - - -- 10 2'-8" X 7'-0" A S.C.B. 1 K.D. B1 L6 S2 = INTERIOR MAND0 STOP S3 FLUOR STOP (WITH RISERSAS_ REOL;IRED) 436 IVES O WEATHER STRIP W1 EXTER()R DOOR PERIMETER WEATHER STRIPPING PF114PS PEMKO '•1 3'-0" X T-0" A S.C.B. 1 K.D. 81 1_8 52 TOILET SINGLE FIXTURE _ SIGN SIGN1 DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS 12 3'-0" X 7'-0" A S.C.B. 1 K.D. Bt L8 S2 - TOILET SINGLE FIXTURE TOILET ROOM PLANS SMOKE GASKET SG1 GASKETING FOR FIRE RATED DOORS S98 IPEMKO Ia S-0" X 7'-0" E S.C.B. 1 K.D. B1 L6 S2 - INTERIOR MANDOOR 4 o 1/74 1=OA NOTES: 14 3'-0" X 7'-0" E S.C.B. 1 K.D. B1 L6 S2 - INTERIOR MANDOOR AL = STANDARD DUTY LOCKS, COMMERCIAL (SATURN - LEVER HANDLES) D = EXTRA HEAVY DUTY LOCKS, COMMERCIAL (RHODES - LEVER HANDLES) 15 8'-0" X 4'-0" F STL. 4 STL. PER MANUFACTURER 1-HOUR FIRE SHUTTER WITH FUSIBLE LINK SEE INTERIOR ELEVATIONS S = LIGHT/MEDIUM DUTY LOCKS, COMMERCIAL (SATURN - LEVER HANDLES) A = MEDIUM DUTY LOCKS, COMMERCIAL (LEVON -- SMALLER THAN OTHERS LEVER HANDLES) - -- - -- - -- - -- ------- - - -- -- ---- --- - --------- - -- - ,� sXv `\% CSf ©0 S-0" X 7'-0" A S C.B. 1 K D 81 L6 S2 - INTERIOR MANDOOR �� !�('1 :e '0 �A•A4 WINDOW SCHEDULE �� _ ?. ALL DOORKNOBS TO BE LEVER HANDLES AS PER ADAAG 4.13.9. NO. SIZE WINDOW FRAME LABEL REMARKS 2. TIMELY FRAMES ALLOWED AT INTERIOR DOORS ONLY. 'S7 �E Q _- TYPE MATT. TYPE MATL 3. ALL DOORS BETWEEN OFFICE AND WAREHOUSE AREA TO BE HOLLOW METAL (H.M.) IN HOLLOW METAL FRAMES 8'-0" X 4'-0" A TE1.1P 1 H.M. - FIRE SHUTTER ABOVE - SEE DOOR SCHEDULE -- - ---- - ------...---------------- 4. ALL GLAZING IN DOORS AND WITHIN 2'-0" OF DOOR OPENINGS SHALL BE TEMPERED PER U B.C. 2406.4. r t _ Lam. 5. DOOR OCLOSERS: DEGR ES INERE NOT LESSDTHANDOOR SECONDS, O ASHALL POINT 3" FROMADJUSTED THE LACLOSE TCH,FROM WHENAMEAOPEN SUREDOTOnON T E L� (\l� `E^ OS NOTES:_ LEADING EDGE OF THE DOOR (PER 1109.9.7). 1 1 � - 1. ALL GLASS WITHIN 18" OF THE 6 THE OPENING FORCE OF DOORS ALONG AN ACCESSIBLE ROUTE SHALL BE 8 1/2 POUNDS FOR EXTERIOR PLAN REVIEW APPROVAL - - � FLOOR IS TO BE TEMPERED. ( ) FOR COM E --- - DOORS AND 5 POUNDS FOR INTERIOR DOORS (PER 1109.9.9). COMPLIANCE WITH _ - I _--_- --- - _.__._________ -_..._�._ � �, r998 Oregon Slruclur�l �'11C1lBLE PORTICWS ,mr1 � � a - - 2. ALL 1-HOUR RATED RELITE� SWIllyCode(OS,C) N Y v 7. EXIT DOORS SHALL SWING IN THE DIRECTION OF THE PATH OF EXIT TRAVEL WHERE THE AREA SERVED 1999 Oregon/ ICE MAKER BELOW / _ TO BE WIRE CLASS IN STEEL ?U00Of8gon�r ^0S Swc+I Cone(OPASC) Q E �c PER OWNER (N.I.C.) STOPS AND FRAMES. HAS AN OCCUPANT LOAD OF 50 OR MORE (PER 1003.3.1.5). M Oregon gun Plumbu. SPec's ty .(Opsr-) (V a0 j E PROVIDE (1) 4" DIA, Elecir"l SW,eny Cc,,(Of r,4 @) CONDUIT TO OFFICE A 1 8. ALL DOOR HARDWARE 15 TO BE MOU14TED AT 48" ABOVE FIP41SH FLOOR MAXIMUM PER 1109.9.8 FOR FRONT 19%OrsyonUniform Fire Cab(OUF 2 3. ALL GLASS WITHIN 24" OF ANY APPROACH AND 54" MAXIMUM FOR SIDE APPROACH. Igg7 UBC SPI 9 1(fire S0rnwlwW lei +i E AND (1) TO STAIRWELL p E WINDOW TYPES FRAME TYPES DOOR IS TO BE TEMPERED. PLAN EVIEWC S11 IAPPROVM.DOES NOT AUTF+ORI r FOR OWNER USE � � A4 4. TIMELY FRAMES ALLOWED AT CONSTRUCTION TO PROCEED IN VIOLATION OF N NON-RATED ASSEMBLIES. fF.lrF z 4" 6" 24" 6" RAL.STArE.ORLO(ALRENOR to 0 SWINGING GATE WINDOW TRAME TYPES: WINDOW TYPES: 11 N�NVE OESIGNER FROM qN ly j,48 q of M i0 is FIRE SHUTTER HE SIBILITV H.M. HOLLOW METAL, NEW CONSTRUCTION TYPE TEMP TEMPERED, 1/4" THICK WITH FUSIBLE ` � J B K.D. KNOCK DOWN, TIMELY OR EQUAL, NEW WINDOW AT EXISTING WALL (U.N.O.) W.G WIRE GLASS FOR 20 MINUTE FIRE RATING n ❑ o LINK PER SPEC. BV �� t� _Z M OATS: � m 0 D A4 N M CLAIR COMPANY. INC. H W � -- --- - -- - A4 � MAX. OFJ W - -- - L - 100 so. 'I C w SINKS PER MECH. A B C D INCHES E F ? v N REF. BELOW WITH POOR TYPES: _ U �' Z — COFFEE ABOVE (N.I.C.) A4 ABBREVIATIONS: �,/t r Q Z D C FLOOR HM. = HOLLOW METAL J Q w r, f u o I �L [J J 1 1/2" DIA OPENING IN STL. - STEEL \ \ " ------ ___ - 19" MAX. x GRAB BARS CMU WALL Ell AL = ALUMINUM y 0 iD¢ PM. = PER MANUFACTURER _ 3 N SHIELD WG. = ORE GLASS 01 1 1 MIN BEYOND N FRONT L F 11 I z TEMP. = TEMPERED K.D. KNOCK GOWN arL �v ' ____J_____:_ I ° CLR. PLR.' a z z Or URINAL 48" MIN 1 2 3 4 1 1 SPACE M . 0.H. = OVERHEAD 1 FRAME TYPES: a ----J -------o- , ------------ ~ 48 c to z - DOOR MATERIAL TYPES: DOOR FRAME TYPES: Lal 1003 O i 1 I --- o o C Cpm Y �USH LEVER MIN CLEAR SIDE _ " ---------- S.C.B. SOLID CORE, PAINT GRADE, PAINTED FINISH H.M. HOLLOW METAL, NEW CONSTRUCTION pally G GLASS DISPLAY CASE AT 56" WALL HUNG lL ° S.C.O. SOLID CORE, WHITE OAK, STAINED AND VARNISHED K.D. KNOCK DOWN, TIMELY OR EQUAL CORNER, SEE ELEVATIONS A4 5' 9" (FLR 0 L O N.C.M. HOLLOW CORE METAL, PAINTED FINISH STL. STEEL PER MANUFACTURER PLAN PLAN _PLAN - PLAN STL. STEEL PER MANUFACTURER M CASHIER DESK PLAN 17"-19" 1/2' = 1'-0 12" 42" MIN — STUD WALL PER PLAN MIRROR MAX'MAX TOILET" 32" MAX EQUIPMENT PERMITTED IN SHADED AREA PAPER 19" MIN i 4" BACKSPLASH - SIZE TANK HGT. ABOVE FLOOR NO. OF STRAPS LOCATION INSULATE HOT & -- - -- ,� x SINK - \ 1 WASTE WATER x Z a 66 GAL. OR LESS 12' OR LESS 1 BETWEEN TOP 1/3 AND L `0 a ° z w x \ 1.12 OF TANK LINES N �* x v 11 N 5 M 2 P.LAM. TOP — M ID f` Q 1\�, 1 �dOTT.)N3T�ABOVE OF TANK OR BELOW M M s ROUNDED CORNER \ 2'-0" 66 GAL. OR LESS MORE ALAN 12' 1 ACCESS PANEL 9" MIN 36" MAX 17 MIN 112 77 TO CLR. 19' MAX 8° 6" \ TOP) IN TOP 1/3 OF TANK TOE CLR. MIN MIN MAX 66 GAL. TO 100 12" OR LESS 2 QT-T.) 3" ABOVE OR BELOW 17" MIN KNEE CLR. ACCESS PANEL DEPTH Q �MICDLE) TOP) IN TOP 1/3 OF TANKCLEARANCE W.0 CLEARANCE URINAL CLE�CE D.F. CLEARANCE66 GAL. TO 100 MORE THAN 12" 3 BOTT.) 3• BELOW' ACCESS PANEL P.I.AM. ALL EXPOSED LINE OF SOFFIT BEYOND � 2 2 CLEA CENTER OF TANK ADA FIXTURE CLEARANCES ANIS ACCESSORY HEIGHTS: SURFACES TYP. � Li NOTE: � LINE OF WALL BEYOND 45 DEG. SUPPORT BRACKET � MAINTAIN CLEARANCES TO COMBUSTIBLES AS REQUIRED BY MANUFAr WRER. COUNTER TOPS 34" MAXIMUM A.F.F. (ABOVE FINISH FLOOR) TO TOP P.LAM. FINISH Q UTILIZE NON COMBUSTIBLE MATERIAL AS SPACER. 3/4" X 3" WIDE CLEATS /WALL FEMININE NAPKIN DISPOSAL. 30" A,F.F. TO TOP Y o PAPER TOWEL DISPENSER (P.T.) 40" MAXIMUM TO BOTTOM A.F.F. -- ¢ N 1'-4" NOTE: w N Q TOILET SEAT COVER DISPENSER 40" MAXIMUM TO BOTTOM A.F.F. PROVIDE: PROTECTION ON HOT � a MTPJ. MFR. SHOWER SEAT 19" MAXIMUM A.F.F. TO TOP OF SEAT WATER PIPES AND 1ZQ SHARP �\ CLEARANCE 400 OBJECTS ALLOWED UNDER SINK N a 1 MIRROR 40" MAX. TO BOTTOM - ABOVE FINISH FLOOR (A.F F.) P,LAM. TOP TYP. v WATER CLOSET (WC) 19" MAX. TO TOP OF TOILET SEAT - A.F.F. AT WATER HEATER AND STORAGE _-.� �. TANKS PROVIDE "SPACE MAKER" TOILE I PAPER DISPENSER (T.P. DISP.) 32" TO TOP - A.F.F. 04 SECURE CHANNEL BRAND SEISMIC RESTRAINT GRAB BARS 36" TO CENTERLINE - A.F.F. (INSTALL SIDE BAR AT 12" COUNTER BEYOND A WALL_REQUISTRUCRED SYSTEM (OR APPROVED EQUAL). FROM BACK WALL AND 42" LONG - INSTALL BACK 500 r n AS REQUIRED (TYP.) SYSTEM TO MEET REQUIREMENTS BAR AT 6" FROM SIDE WALL AND 36" LONG TYP.) �/ J T FOR ZONE 4 SEISMIC INSTALLATIONS PAPER TOWEL DISPENSER (P.T. DISP.) 40" MAX, TO BOTTOM - A.F.F. G CABINET SECTION LAVATORY (LAV) 29" CLEAR AT FRONT AND 34" MAX TO TOP - A.F F %� GLASS SHELF A 4 CAB-SC5.dwg 1 =1r0 INSIDE 1, ILL DRINKING FOUNTAIN (D.F.) 27" CLEAR AT LIP AND 36" MAX. AT SPOUT - A.F.F. (PROVIDE TWO PER MECH. SPEC.) - FLOOR NOTES: // n { 1. SEE SPECIFICATIONS FOR ALL. TYPES AND SIZES OF FIXTURES AND ACCESSORIES. 1 -GYP. BD. ABOVE 2. PROVIDE INSULATION FOR PIPES UNDER SINK (HOT AND COLD) _ AND ALLOW NO SHARP OBJECTS UNDER SINK. GLASS DISPLAY ('ASE Q WINDOWS IN FRONT ONLY 1 HOT WATER HEATER DETAIL z A.4 S:ARCH-HWH 1 1/2' _= V--0" I 1 CASHIER DESK ELEVATION 400 —SINK PER MECH. CD A 4 HELLV dwg 1/2 = 1 --0 4" P.LAM. n — BACKSPLASH AW � Q 0l 500 I I WIRE PULLS _ 7�LINE - OF SOFFIT BEYOND -4" BASE _ 2'--0 -OPEN ABOVE PER SECTIONS U �------ LINE OF WALL BEYOND 8'_0- -�� F COFFEE BAR ELEVATION /VERIFY WITH ICE Q Cn MAKER MFR. A 4 CAB-COF.dwg 3;E" = i'-0" 2' f_,,. W - - — -- WINDOW 5,_0,,, 4,-F --- _2'-O -- ' S F-- RECES.ED AREA + (+;- ' FOR COMPUTER ( /-) ) P.LAM. 8 CKSPLASH COFFEE (N.LC.) MONITOR GYP. BD. ABOVE- Cn AND COUNTE TOP TYP. 2'-0' / 1'-0" 2 -0 --- LLJ 400 ANGLED 3'-0" 3'-0"' " P.LAM, TO TYP. o P.LAM. TOP TYP. I - - -. 3 J Z Q / 1 -- - ---- -- �` ---- - I MIRROR PER SPEC. _ 1'-0" (2) E0. SP. __-- _____- 2'-4" —� /P.LAM. TOP TYP. �\\� - - 1 F- O - 400 400 1 L BLANK u, u W I ' I 400 4" P.LAM. Q T -- --- ----- r --- FACE _ - ------------------- _ -- _OU BACKSPL.ASFI ui - T�� — - --- - _ -- _ - - - - 500 P.T. DISP.�\ G p 0 - A4 z OPEN E D P.LAIA. ALL CO U All D 500 ADJUSTABLE - r -,- - - M ' = `REF.' EXPOSED SURFACES\ - ----- - o � o SHELVES (N.LC.) o d D ------ - a nPEN - �._ - _ - c. �- � V / ------ - -� - N '1 \` \ I 0 i IIELVE`' r - T_ o u DATE . ' L 1: r� I I Z Y 2003 JANUARY t - SC4lF r'ROJ. N0. -- -- -- 'O �• tL. 3 \ -- - 1/2" DOOR--J NOTED 203007 / TRIPLE KITCHEN \FLOOR SINK `� BLANK FACE 1/2 DOOR (SWINGING GATE) —CUBE ICE MAKER SINK PER MECH. PER ME SH SINK ---- UNDER REF. REFRIGERATOR -- DRAWN CHECKED S-O" BGL HK (OWNER TO FURNISH) PEk MECH. AND COFFEE UNIT (OWNER TO FURNISH) 6" BASE - ---- ANGLE SUPPORT SHEET NO AS REQUIRED (:A)I CASHIER DESK ELEVATIC`'4 CASHIER DESK ELEVATION CASHIER DESK ELEVATION [� CASHIER <1 _SK ELEVATION _ t. RESTROOM ELEVATION T S; A 4 A 4 E r ✓S.�. ., 1 2" it 0 !, ELEVS.dwg 1 2' 1 n' A ELEVS.dwq 1 2 = 1 -0 [� �- ELEVS.dwg 1 2 = 1 -GA A 4 RRFLE� dwg 1 5.30 bllll 5/ 003 13:27.32 billl Pacific Hw, 13545 5/.30/2003 10:46.56 kurtn BUP2003.00435 203007 23007A-4.dw 7/15/2003 13:46.49 16,11, 13 of 24 j� L G� �'r z IM 1 fr�a 0 i> . �T (� d NOTICE: IF THE PRINT OR TYPE ON 4NY ( I l r III Ill III III Ili III III III III V I I I ill I lT TrT 1 1 1 III 111 I�I I I I I I I I III III III III III I II I L I I I I I I I I I I I I I I I III Ill I I�I ITIV L,IMAGE IS NOT AS CLEAR AS THIS NO i ICE, L ` L L � � I I LI bL I 1�_L_—_ �l �Q'yL �� ) IT IS DUE TO THE QUALITY OF THE v __ _ "°"_ a'=' ORIGINAL DOCUMENT — fr G til LS TLIZS �9L L Sri 19i Li� 9i Oi 1161 Si ZT ti q�? I 88 �e lL 911rIIII►II��I�►I III►�I�►II'►�I��►�I��i11��I►�IIII��II►Illlll�lll�lli��II �I�I�I�I�IIII�,.��) IIII��IIllilll-ILII II��III►II-III ILII Iil��l��l�►�l I�III�I��IIIIIII��.IIIIIII�IIIIIIIIIII��IIIIIi��Wllllllli�►Il�ll��Wllllllll �lLl��l u I I 2 3 4 n --- ----- ------ - j ( o N r- ;- W W N ae N --GYP. PD CEILING AT 9'-0" A.F.F. w Ln c� O z x 0 _ Z E<POSED ROOF STRUCTURE I no \\J ® 1111111(IIIIIIIIIIIIIIf PROVIDE 30" X 36" ACCESS HATCH IN CEILING z �v�`0 �N(aJfl��s�G1 -M. OC 17,352 y r < _ -- c (PWO-) o` E in GYPSUM BOARD r, `G' E i o CEILING AT c Y 9'-0" A.F.F. ni co > E TYPICAL my A @J ? o o E s ` � m LA tr Z w M Q 0 — w J w o, c EAZ Q,DOWNLIGHTS AT - _ C HIGH CEILING EXPOSED ROOF STRUCTURE Z w PAINT TO MATCH WALLS Q Z -o 1! �o 0 u w i \ 0 CL } i— GYP. BD. CEILINGS ' I (SEE SECTIONS) 7 C FIXTURE (UP & DOWN A I � LIGHT)SCONCEALL TYPtCALQ LIGHT (4). r I t 1 A3 _ a 3 m to rn M O 0 17-1 OG B A3 REFLECTED CEILING PLAN 1/4" = 1'-0" PROJECT NORTH 4 0 4 8 12 TABLE I. _ 12 GAGE HANGER WIRE- --___I VERTICAL POST MAX. LENGTH IN VERTICAL POST. HANG FROM 3 GAGE 1" DIA, EMT LEGEND (ELECT. AND MECH. ARE BIDDER DESIGN): WOOD SCREW WITH EYE i STEEL CONDUIT 10'-�" BUILT-UP POST, VERIICAL POST PER — SEE SECTION 20'-0" U.B.C. TABLE NO. 25-A BELOW 1997, SEE NOTE 1. POST �- GYPSUM BOARD CEILING (U.N.O.) CONTINUOUS TO 44D TIGHT AGAINST ROOF STRUCTURE. - (PER UBC STANDARD 25.212.3 THE 3 1/2" x 20 GA. STUD MAXIMUM SPACING 15 TO BE 12'-0") ?, I :#8 TEK SCREWS AT Mgfi 12" D.C. (STAGGER) 12 GAGE HANGER WIRE �. 4'-0" O.C. TYPICAL \ \ BUILT-UP POST SECTION 2'-0" X 4'-0" FL.''ORESCENT LIGHT FIXTURE i qa (RECESSED INTO TH" GYPSUM BOARD CEILING) - 12 GAGE BRACE WIRES. --- CROSS TEE SEE NOTE 2. PLAN REWEyy APPROVAL In FOR 2'-0" O.C. MAX. �� MAIN RUNNER AT Ig��,�S�E t��JCAeLEppgT►p�y�c� ✓ 4'-0" O.C. MAXIMUM. 19990 hYCode CodeIOM ) n reBa+114acha V el S 18111Y J VERIFY EXACT SPACING O gon Plumb,ng Swaany CoCda fOT )4 ]'-•0" X 4'-0" FLUORESCENT LIGHT FIXTURE WITH CEILING MANUFACTURER. 2'9onEkctncaf erist 1997 Orepon Unrtdm Fire Codeyl��) (RECESSED INTO THE GYPSUM BOARD CEILING) 0r, Sid9-1(, aoo,mw I BRACING NOTES: 1997 UFC Ski +0.2(lire aiarm3) PLAN REVIEW APPROVAL f 1.) POSTS SPECIFIED ARE ADEQUATE UP TO LENGTHS SHOWN IN TABLE I. CONSTRUCTION TO PHO DOES NVI LArf�/1� S' 1 FFDERAL STATE.OR CFAA IN VIOLATION of ~� S 2.) BRACING WIRES TO BE ATTACHED AT A MAXIMUM OF 45 DEGREES TO THE PLh�;G OF LO(,,+LgE THE CEILING AND PARALLEL TO COMPONENTS INTERSECTING AT THE BRACE LOCATI'J,:. IT RFLIFVE OF.SIGNER FROM AN�AB�Ty� BRACE WIRES TO BE TAUT AND TIED AT BOTH ENDS WITH A MINIMUM THREE TIGHT WRAPS. HESPONSIISILITY. a W CEILING FAN PER ELECTRICAL 3.) FOR COMBUSTIBLE CONSTRUCTION, DRAFTSTOP SUSPENSION CEILING EVERY By ( 1 1,000 SQUARE FEET. — �o'r-� DATE (t7 2 0 3 U v C Ll.; 4.) 12 GAGE VERTICAL HANGING WIRES ARE TO BE INSTALLED AT A MAXIMUM OF 4-0" O.C. ALONG �' ilv t! I��(� V-_ MAIN RUNNERS AND NOT MORE THAN ONE IN SIX OUT OF PLUMB AND CANNOT BEND AROUND OTHER ITEMS IN THE PLENUM. IF THE WIRE EXCEEDS ONE IN SIX, A COUNTER Q WIRE MUST BE INSTALLED. ��11 ,ti 11 0 INCANDESCENT DOWNLIGHT 5.) 11 IS VERY IMPORTANT THAT HANGER WIRE BE BENT DIRECTLY ACROSS THE BULB OF L/� W THE MAIN RUNNER AND TIGHT AGAINST THE CONNECTION DEVICE AT THE SUPPORTING I- CONSTRUCTION, THEN THREE TIGHT WRAPS AT EACH CONNECTION. u� EXHAUST FAN 6.) ALL TERMINAL. ENDS OF MAIN RUNNERS AND CROSS TEES MUST HAVE A 0 Q _ L d VERTICAL HANGER WIFE WITHIN 8" OF EACH WALL OR CEILING DISCONTINUITY. Z 7.) LAG SCREWS OR FASTENERS FOR DIAGONAL BRACE WIRES SHOULD BE EMBEDDED INTO T— O THE STRUCTURE AT LEAST 1 1/2". --� O Lij Ld NOTES: 8.) WIRES INSTALLED AT RECES°ED LIGHT FIXTURES WEIGHING BETWEEN 20 AND 52 LBS.: U 0Y 1, THE LIGHTING LAYOUT IS SCHEMATIC AND IS TO BE A.) IF THE GRID SYSTEM IS 'HEAVY-DUTY', ONLY TWO VERTICAL 12 GAGE HANGERLi�f�`1) C"hl # lid O COORDINATED WITH THE ELECTRICAL DESIGN BY BIDDER. WIRES, WHICH CAN BE SLACK, TO THE FIXTURE HOUSING AT DIAGONAL CORNERS 2. CEILING GRID LAYOUT IS TO BE COt.'9DINATED BETWEEN ALL ARE REQUIRED. Ln + z ' 1 SUB•-CON TRACTORS INVOLVED WIT4 L, ILING CONSTRUCTION B.) IF THE GRID SYSTEM IS 'INTERMEDIATE--DUTY' VERTICAL HANGER WIRES MUST .II!L c��3 ` O O ..J Ln Q w (FIRE SPRINKLERS, MECHANICAL, ELECTRICAL AND LIGHTING). BE ATTACHED TO THE MAIN RUNNER WITHIN 3" OF EACH CORNER OF THE LIGHT rq CD FIXTURE, PLUS THE 2 SLACK WIRES MENTIONED IN A.) ABOVE. 'lair Company,Inc. By_b�� a-- ~ 9.) WIRES TO PENDANT HOUNTEO FIXTURES MUST BE 9 GAGE AND THF FIXTURES MUST BE DATE INDEPENDENTLY SUPPORTED TO STRUCTURE ABOVE CEILING. JANUARY 2003 'r SCALE PROJ. NO. NOTED 203007 ' PRAWN CHECKED 7 SEISMIC CEILING GRID DETAIL F A 5 C !`,CAD\STAN7RD\l1-PLG-2.d vy 1" 771 0 HK ;HEFT NO p VLMK PLOT OF TES: 4/21 4/21/2003 1250.58 billl 4/28 2003 14:7.17 billl A 5/8%003 13:28.0 bill) Pacific Hwv.13545 5/30/2003 10:47.16 kurtn BOP2003-00435 03007 23007A-5,dwQ 711512003 2003 13:48.54 bill) 14 of 24 5Cr -7[rslT3 NOTICE: IF THE PRINT OR Tivri 01N ANY ' I-I-illl1�I CIMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 1 IT IS DUE TO THE QUALITY OF THE N.36 111111•7�w ORIGINAL DOCUMENT T� IcI li►�iiiilliti'li�iuilii1111-1 i iiii(ilii il��lii�ii ilui iiia Ilii iiiiliiii Milli iiiluii►►►►Illl li lli�lluu i�il�iiiil�lill�ul` l,�u iuillil ill ; s u�i uliiiiii�i� s. 24 GA. GALV. PAINTED COP:NG CUP AT FRONT EDGE WIT ,L,.ADING SEAMS AND CONCEAL-ED FASTENER. CONT, FULL WIDTH CEDAR BEVEL STRIP ON P.T. PLATE 1X P.T. Nk:LER AND PLASTER STOP, INSTALL PRIOR TO CEMENT 6 7 GASKETED S�'REV PLASTER INSTALLATION 3' 8 2 X 8 P.T. TOP FATE T.O.W. SEE STRUCT, ROOF DRAIN (R.D.) TO DOWNSPOUT f5 ---WATER RESISTANI BARRIER, RUN w Uj in I BELOW AND OVERFLOW DRAIN (O.D.) UP OVER THE TOP AND DOWN TO 6" ABOVE BOTTOM OF CANOPY v 1; Li U.1 io I LLI THE BACKSIDE L"j LJ to Ln 0 V) V) V) SELF-FURRING LATH R.D. V) A Lj , 1� 1 a- V, CEMENT PLASTER z z 0 z 26 GA. GALV. PREPAINTED-Z, z < BACKWALL FL9SHING WITH FLAT 1 L4 ' 18'-0" U U 2(A L) LOCK SEAMS. 3" MIN, UNDER COPING, NAIL TO TOP PLATE. 0 0 BOTTOM OF BAND TYPICAL ae AROUND BUILDING U 0 0 -----8" CMU WALL 00 ROOF SIDE w 00 00 SPLIT FACE CMU AT ALL AREAS WITH EXaOEFD CMU '4 (SMOAREASOTH WITH STUCCO)CMU ki ALL SCUPPER AND 6" DOWNSPOUT' (D S TYPICAL. SEE SHEET G3 �1�6 FOR W EA6) INTO STORM SEWER. SEE ALSO 3 Poe PARAPET DETAIL 17,3 7 r2 A6 ROOF HATCH PARAl.dwg 3" A BUILT-UP ROOF WITH CAP SHEET TYP. PER \ _.__ 7��`��e. 5 SPECIFICAT1ONS L6�1 --- 24 GA. GA;.V. PAINTED COPING PROJECT ROOF DRAIN (R.D.) CLIP AT FRONT EDGE WITH STANDING DOWN BELOW CANOPY ROOF PROPERTY LINE SEAMS AND CONCEALED FASTENER. ELEVATION AND THRU WALL-- SEE SHEETC-11 CONT. FULL WIDTH CEDAR m - 9, E BEVEL STRIP ON P.T. PLATE Ln I'D 0 r�4 U GASKETED SCREW 1714 ao E 1714 C-1 NOTE-\ Lj C3 '3 PROVIIX CRICKET ON HIGH SIDE 2 X 8 P.T. TOP PLATE a) 6n > R.D. OF ALL'ROOF TOP EQUIPMENT A6 d flop 11 AS REQUIRED TO PROVIDE Uj A66 O.D. DRAINAGE )kROUND EQUIP. V) v 1) Lj TERMINATE OVERFLOW DRAIN (O.D.) AT UNDERSIDE OF CANOPY z w (41 4T-UP ROOF WITH w CA SHEET TYP. PER \6 h- T SPE (CATIONS LU 26 GA. GALV. PREPAINTED Z BACKWALL FLASHING WITH FLAT DOWNSPOUT FROM G�TTER LOCK SEAMS. I" MIN. UNDER z LA 0) Up TO LOWER ROOF THIS LOCA TUN COPING. NAIL fO 7()P PLATE. Z 0 0 z 8" CMU WALL U LL' DOWNSPOUT FROM GUTTER/' ROOF SIDE TO LOWER ROOF THIS LOCATION SPLIT FACE CMU AT ALL AREAS WITH EXPOSED CMU (SMOOTH FACE CMU AT ALL AREAS WITH STUCCO) > < _�-BUILT-UP ROOF WITH CAP SHEET TYP, PER SPECIFICATIONS,,. r5's"'lli, PARAPET DETAIL / \ 1,�6 PARA2.dwg 3 Ln Cn 24 GA. GALV. PAINTED COPING NOTE: CLIP AT FRONT EDGE WITH STANDING I-HOUR FIRE WALL SEE ROOF FRAMING PLANS FOR CONT. FULL WIDTH CEDAR SEAMS AND CONCEALED FASTENER. WITH 30" MIN, PARAPET ALL ROOF AND TOP OF WALL BEVEL STRIP ON P.T. PLATE ELEVATIONS. GASKETED SCREW 1X P.T. NAILER STANDING SEAM METAL ROOFING PER SPECIFICATIONS (HIP ROOF) 2 X 8 P.T. TOP PLATE T.O.W. CCNT. GUTTER TYDICAL _-WATER RESISTANT BARRIER, RIU. ALL SIDES UP OVER THE TOP AND DOWN THE BACKSIDE 4" HIGH CMU BLOCK T6 o 26 GA. GALV. PREPAINTED------Z BACKWAL.L. FLASHING WITH FLAT LOCK SEAMS. 3" MIN. UNDER 3/4" THICK FOAM SQUARE COVERED ROOF PLAN COPING. NAIL TO TOP PLATE. WITH STUCCO FINISH COAT V-011 (APPLY OVER STUCCO PER MFR. RECOM.) 1/4" PLAN REVIEW APPRIDVAI APPIXABLE POFR iNS OF low On,P^ ROOF WHERE vCCURS BOTTOM OF BAND TYPICAL 1m 011`111910, 01so AROUND PUILDING "Nomew coftwIll SEE ROOF FRAMING PLAN (S-3) I=ompn E CoditOUll go SELF-FURRING LATH 'Ir Ou;rsld 9-t ------ 1997 UFC Sid t0-2 ALr Hnq'7E PLAN REVIEW AL DOES '�-�-CEMENT PLASTER CONSTRUCTION T pp=FD IN VIOLA CONS IJREGILILATIONS.rp ROOF' SIDE FEC*PALSTATE-OR ")A 11 AFI-IEVL DESIGt It FROM ANY LIAB, 8" CMU WALL pEZjp0NS481U(y- SMOOTH FACE CMU AT ALL AREAS WITH STUCCO (',()k",PANY. INC TOP OF WALL r6 )i, PARAPET DETAIL cf) FLASHING WITH HEMMED EDGE PARA3.dwg 3" AND SEALANT TO CONC7'-TE A6) TOP AND SIDES SPECIFIC TION: 18" WIDE - 1�)" HIGH x 12" G. ROOF HATCH DEEP 20 GA, ,ALV. LEACIER"'� -RED (no substitutions) 3' - 0" x 2' - 6" ladder access 1, BILCO or DUR HEAD WITH 1/4- MESH 16" x 12" ( CLEAR FLASF,ED roof scuttle. Integral insulated curb. Flash for weather tight STRAINER SCREEN ------SCUPPER OPENING installation. PREFABRICATED ROOF HATCH CANTED WOOD TOP PLATE AND ROOF ELEV. ROOFING AND FLASHING, UNIT WITH INTEGRAL CURB COPING PER STANDARD DETAIL SEE STRUCTURAL R-6 iiii� 2" MINIMUM 0 GASKETED SCREWS AT 2'-0" O.C. LOCK SEAM SCUPPER SEE ROOF FRAMING PLAN FOR 4 X 4 CANT STRIP FLASHING TO ROOF STRUCTURE THIS AREA < LEADER HEAD NAIL TO 10P PLATE CANTED WOOD TOP PLATE AND BEND TRAILING 0 Z 26 GAUGE GALVANIZED PRE-PAINTED COPING PER STANDARD DETAIL 10 ' ,-h TOP P 7 < BACKWALL FLASHING WITH FLAT LOCK E6CE DOWN INTO TAPERED PRESSURE TREATED OF LEADER BOX PLATE ROOFFRAMINGSEAMS. LAP 4" MINIMUM OVER ROOFING. LL NAIL AT 6" O.C. GASKETED SCREWS AT 2'- 0' O.C. MATCH CANT EXTEND CAP SHEET UP 12" MIN EXTEND CAP SHEET UP 12" MIN. STRIP p Z < 2" WIDE BANDS WITH HEMMED TOP RUNG WITHIN 4" OF TOP C.- < ALTERNATE CAP SHEET FOR ALTERNATE CAP SHEET FOR EDGES 2'-0" MAX FROM TDP OF FDAMIAO HEIGHT DELAYED APPLICATIONS AND BOTTOM, 8'-0" D.C. 'AAX, DELAYED APPLICATIONS /SHOWN BETWEEN 2" X 10" (BENT 1/4" X 1 1/2-) V) SHOWN OM4 CAP SHEET FLAT BAR CLIP - WELDED TO �4 In CAP SHEET X 3" LAG PROVIDE SOLID BLOCKING, EACH RAIL WITH 1/2' AS REQUIRED OR ANCHOR BOLT. PROVIDE Z OR DRAIN INLET 12" MAX. AT TOP RUNG AND 4'-0" D.C. 0 ABOVE FIN GRADE. SEE PLAN MAXIMUM FOR SIZE Uj WALL PER 0 PLAN 3/4- STEEL. RUNGS DRILLED Cf) 0 CLEANOUT TYP. ALL AND WELDED TO RAILS. -STAINLESS STEEL SCUPPER LINER DOWNSPOUTS PROVIDE AT EVEN SPACING -LAP AND SOLDER JOINTS TO FORMn ONE CONTINUOUS PIECE. 13" O.C.oCO v-SET IN MASTIC AND COVER WITH _e In < 2 ADDITIONAL PLY SHEETS SET ROOFING AND CAP SHEET. Ir-PROVIDE ACCESS HATCH IN 2 ADDITIONAL PLY SHEETS SET dl:2 CEILING WITH LOCK IN FLASHING COMPOUND "Z/-/�'=7777777�\�'X IN FLASHING COMPOUND PROVIDE SOLID BLOCKING- DATE JANUARY 2003 A PLY SHEETS PER SPECIFICATIONS AS REQUIRED PLY SHEETS PER SPECIFICATIONS SCALE PROJ. NO, ��2 X CANT STRIP "',2 X CANT STRIP BUILDING STRUCTURE AND PLYWOOD NOTED 203007 BUILDING STRUCTURE AND PLYWOOD ROOF DECK DRAWN CHECKED ROOF DECK A5 EIGL HK LSEE PLAN -Z FOR ACCESS Lj SHEET NO PARAPET DETAIL ABOVE 12 V = 11-01, P A R A P E T LESS THAN 12 ( 3')1, SCUPPER AND DOWNSPOUT ROOF HATCH DETAIL CMUPAR2,dwg CMUPAR1.dwg 1'-0" 6 S:ROOF-0 S 3/4 1'77" ARCH-LDR,dwg 1 112" = 1'-0" VI-MA rLOT DATES: NL 4/2x82003 14:8.0 billl 5/8 A 003 'i 28,50 blIll 5/30/2003 10:47.37 ku-t 7/15/2003 1149.14 bills Pacific Hwv 1354,r 203007 7A : 1 BLIP2003-00435 2300 -6.dwq 1 /13/2003 11:4,30 bill 15 of 24 Fr- (7 U4 I T I of NOTICE: IF THE PRINT-OR TYPE ON ANY ;MAGE IS NOT AS CLEAR AS THIS NOTICE, I—II. a,kt' IT IS DUE TO THE QUALITY OF THE No 36 t - i t - 11611111 Il'1111ULU ,IT ORIGINAL DOCUMENT 7, 61 1 (III (III (III;III (III Illl�llll�lill jjjj� jj� HATCH.-- Ar, XZ- zx him- 1 SEE 8/A-7 FOR STAIR 1/4" CLOSURE n / HANDRAIL PLATE --�1/4" PLATE 1/4" x 3" x 5" PLATE 3 116 TO C6 \ ; T.S. 2" X 2" X 1/4" LOCATED ry BEYOND ON SERVICE PIT SIDE STRINGER t 1-^ ONLY. FLUSH TO TREADn - - 3/16 I RAI'_ING Alz OCCURS n SIDE. 4 PER STRINGER 3/16 AT EQUAL SPACING =na -� - __ — GRIP-STRUT TREAD 1 1 t MIN ,1 1/2" DIA STEEL HANDRAIL x • �• PER MANUF. 1 1 C CHANNEL PER ---C CHANNEL PER I (PAINTED) m 11° Ir ry� BOLT TO STRINGER i I PLAN PLAN V, Fr a TREADS J CONC. SLAB AND MTL - - - . -- , 3/16 O L� 1" DECK PER PLAN c r , 3 16 2-12 3 16 2-12 L w v fTNOSING 3/16" 2-12 „ - \ Q r ------ ---- W w � < � _ RISERS 1/4" CLOSURE PLATE c J1- � 1" NOSING W _ � SUPPORT BRACKET AT 4'-0' O.C. MAX. _ I x 11" TREAD \\\, ' ' -7747` W GRIP STRUT TREADS AND SOLID STEEL RISERS - - -- -" BEAM AS OCCURS Lyx4x1/4x9 W/ (2) L I CONNECTION TO WALL z PER BRACKET MANUFACTURER 3 c/? W P . C12 STRINGER TYP ; 1/2" DIA. DRILLED ANCHOR A7 S \ `�r3� EACH SIDE r , DECK PERPINDICULAR DECK PARALI_� ' a ;4 BOLTS W/ 3" EMBED. RI'A. ;a 0 NOTE — �'� Z ALL HANDRAILS TO RETURN TO WALL. SOLID STEEL BEAM AS OCCURS 1/4" CL USURE SEE 5/A7 FOR' RISERS TYP. PLATE LATE —GONG. SLAB PER PLAN CONNECTION417, � a p n 1 HANDRAIL CONNECTION 2 STRINGER DETAIL WITH RAILING 3 STRINGER AT LANDING 4 DECK AND SLAB SUPPORT 5 STRINGER AT SLAB DETAIL A S.\Arch-hnd.dwg 3 = 1 -0 ^ J 3/4" 1'0 A 7 STR2.dwg 1 1. 2 = 1 -0 A 7 STR7 dwg 1 1/2" 1 0 A 7 STR10.dwg 112-7 1 -0 z� F1 / 3wU 9 - -- --- - ---- — - — _ -- - - ----- ��-- ti v r OREGON a :a O m � 0E y o E rN -8 CMU WALL — - -- _- _ 8" CMU WALL— u PER STRUCTURAL CD E PER STRUCTURAL r---- u, x UPPER GUARDRAIL HORIZ_'S.� POST FOR TOP in RELITE BEYOND --�► \ `T_�_ GUARDRAIL '*-POST FOR LOWER N \ LOWER GUARDRAIL HORIZ'S. - N GUARDRAIL Z v< HANDRAIL EDGE OF FLOOR OPENING PLAN W N r` RETURN TO WALL\ \ ` `�� /— RETURN TO J W C - - ` _--� ^— GUARDRAIL = Z rn .��— 2" SO. IUBE AT TOP 0 -DOUBLE POST Z O a 12" AT TOP 1 2" SO. TUBE VERT. 12" T TOPA7 CORNER Z A7 AT EA. CORNER DOOR TO OFFICE _ O z _ c o i" DIA. HORIZ. AT 4 1/2" O/C. MAX. BEYOND CONCPETE SLAB CONCRETE SLAB '`' 4" STEEL KICKPLATEn 4 - - PER SIPUCT, PER STRUCT, I 4 / MAIN FLOOR SLAB MAIN FLOOR SLAB a a uj 1 15 3 a a ATTACH GUARDRAIL PER / Y S2 A7 DETAIL 2/A-7 5'-0" 13'-0" OPENING CONCRETE WALL CONCRETE WALL I / / ° a, PER STRUCTURAL PER STRUCTURAL / � t'n GUARDRAIL BEYONDco \` m 1 1/2" DIA. STEEL 1 1/2" DIA. STEEL --\ g n m HANDRAIL HANDRAIL \` a Z a oRETURN 70 WALL \\ �/ STORAGE STORAGE f o / a: i7 z 0 w ir 5 �� C12 STRINGERS q7 'O TYPICAL EACH SIDE C12 STRINGERS \ 12" THIS / - TYPICAL EACH SIDE / SIDE ONLY \ -3 1/2" STUD WALL 3 1/2" STUD WALL - CONCRErE SLAB \ "� / CONCRETE SLAB PER STRUCT. ° / PER STRUCT. SERVICE PIT SLAB SERVICE PIT CI AB , e n n v ,. -- (15) TREADS AT 11" = 13'-9" 23" AT BOTTOM NOTE: SEE 6/A-7 FOR NOTES/DIMENSIONS NOT SHOWN V P J 6 Q 6 S i AIR SECTION A7 A% 8 STAIR SECTION _ A7 STRSEC1.dwg 1/211 1 -0 A 7 STRSEC2.dwg1/[ ^A Oot C) _ f OU( TO OUT OF STRINGERS DOUBLE POST AT CORNER PLAN REVIEW APPROVAL DN. FORao�eIANCENTHAPr ?LASORTIONSOF STEEL STAIR- 1998 Oregon MechenSPecul Code PER SECTION •�� 2(w Oregon Phimbmg SPeuaih Code(OPSC) PSC) FLOOR OPENING (3'-9") 1999 Oregon Elecincel SProally Code(OESC) 1997 UBC Sid 9'1(Ire sP n im 2e ws'I C) O 1997 UFC Sld IM2(I,,@ a131171s) AN REVIEW APOROvAl DOES NOT IN VI AUTHORIZE �,� ct i i a,•' OLA1ir�N OF n� o F 1 t 1C AL safClILATIONS NOH 00F.S -- -- ' UE , ikh rHUM ANY LIABILITY OR � 1 I:vS Hr�IfV. v HANRDAIL - ATTACH - J ---.--. 0D �� <� / �� f 1-HOUR FIRE WALL �� S UATE i� Li WALL PER SECTION 6/A7 PER FLOOR PLAN NOTES !N-. v ,, ^ J -E C12 X 20.7 STRINGERS---__ TYP. EACH SIDE LL ^ -- Q4 � z ----1 1/2" DIA. STEEL C Q HANDRAIL - ATTACH TO VERTICAL GUARDRAIL POSTS PER SECTION 8/A-7 n L.1 1_.L "rTEIVEU FL o REL ITE WITH FIRE SHUTTER ABOVE 3 0 1003 1 1, O' PER FLOOR PLAN 00=4 �n O COMpany;Inc. 13, ' Ln o Q :O O_ �-- LnQ a� �0� (.n DATE JANUARY 2003 0 r L- SCALE PROD. N0. NOTED 20:007 DRAWN CHECKED L BGL HK SHEET NO 7 STAIR PLAN A 7 1a 7 1 -o' `� K LOT DA 4/28 2003 14:8.59 Will Pacl(icHwv. 13545 5/9003 3:29.17 bIIII BUP2003-00435 1 5/30/1003 10:47.57 kurtn 103007 23007A-7.dW 7 15 2003 13:49.37 bill) 1601 24 �� • P>r>�U� IT ��up• crT 7 �s d>> NOTICE: IF THE PRINT OR TYPE ON ANY fl l III III !l l 1 1 1 1 1 1 III I I III III III I I (I l III I i! III III III I I I l! I l l l l 11 '11 III III I L I I I III III I I! I I III III ill I I III III I(I II I I 1111 III 111111T--.-- '41 IIVIAII 6 I I I I �� 10 1 12 ITIMAGE IS NOT AS CLEAR AS THk,NOTICE, "1 �L . 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I 1/2" PLYWOOD SHEATHING 3/k" CHAMFER SEALANT TYP.- ROUE FTE P R �NrlLgno -- _1 RAFTERS E N 0 4'-0" STRUCTURAL rO R�OGE CASING BEAD �Nr - z HEADER "ER STRUCT. T. BAND `g` P.T. NAILER AND a - - \_ - PLASTER STOP 3X PLATE PER -_ CMU WALL PER STRUCTURAL J o 2X NAILER EPS FOAM SHAPE COVERED STRUCTURAL o o 0 o o -- - - 24'-B" SAVE HEIGHT WITH STUCCO FINISH COAT cn - (TOP OF PLATE TYP.) • �--1/2" AIR SPACE BOTTOM OF T.S. HEADER (APPLY OVER STUCCOlao 6" CEILING FRAMING 12'_2" TYP. -3/4" THICK FOAM BAND COVFRED PEP, MFR. RECOM.) (SEE FRAMING CEMENT PLASTER SERVICE 1/2" METAL STUDS AT 16" 0/C. WITH STUCCO FINISH COAT �\ SERVICE BAY 12'-0" - R-11 INSULATION /IllHEAD --SELF-FUF'RINC LATH OVER CASING BEAD 5/8" GYP. BD, BOTTOM EDGE OF - — CORNER REINFORCING Ti STEEL HEADER t/2" PLYWOOD SHEATHING F.T. !JAILER --24 GA. FLASHING (SEE STRUCT.) �- SEALANT TYP. — - SEALANT TYP. �\ ALUM. STOREFRONT PER SPEC. 5/8" GYP. BD. CEILING- BOTTOM OF T.S. HEADER I 23'-11 1/2" TYP, WAITING - _ _ w w 23'-9 1/2- WDW. HEAD 4 WINDOW HEAD DETAIL 3 — R,- --- - BOT, OF P.T. NAILER A A8 (SIM. AT CMU/STUCCO BAND)3" _ 1 _FACE OF CMU C SEE 2/AB FOR NOTES W - -�j-�--�--v I 1/4" RECESS IN STUCCO 1/2" PLYWD. SHEATHING------_ 6" METAL STUDS AT 16" O/C. " _ (� /�\ IrJ WRAP SILL WITH 5 8 3" 7YP. � N 30# BLDG. PAPER —R•-19 INSULATION GYP. BD. AT COUNTER / N - I 2 ALUM. STOREFRONT PER SPEC. SELF-FURRING LATH---- IX WOOD SILL �y _---WEEP POINT CEMENT PLASTER--� 1/2" X 2 1/2" WOOD TRIM Q WINDOW SILL BELOW UPTURNS/SILL ILLASHING WITH / --8" CMU WALL (STUDS AND UYP. WINDOW HEAD DETAIL PAN SHEATHING AT SIM. CONDI A8 3 ALUM. STOREFRONT PER SPEC. AB -_- - TREATED WOOD SILL PLATE _ N - SEALANT TYP.- --- - SEALANT TYP. _- - T i/`- I 3" TYP. z ------- CASING BEAD /i-- ALUM. STOREFRONT PER SPEC. 0 _ v ° I - CEMENT PLASTER / CEMENT PLASTER GYP. BD. UP--- V 1 a `-- ; ID UP TO STOREFRONT /-- WEEP POINT W W 1/2" SELF-FURRING LATH OVER SELF-FURRING LATH OVER 1 ° 1/2" PLYWOOD SHEATHING 1/2" GYP. SHEATHING .� �---- \ { -METAL SILL FLASHING WITH - � -T- Z v \� CONCRETE STEM WALL r% UPTURNS/SILL PAN ��' F- 0 0'-0 1 TREATED WOOD SILL PLATE G � 30# BLDG. PAPER (LAP OVER IN.FLR. 3 - ~-� ` 0 V U Mia■ U1 O / 1 SCREED FLANGE) < iv o �•,'J ° R-19 INSULATION FOUNDA11ON WEEP SCREED 4 e SEALANT TYP. Q ° e w -CASING BEAD RECE �ED CCI # FACE OF STUCCO ��'" 3'-0" TO EDGE OF P.T. NAILER ------OUTSIDE FACE OF STUDS ALIGNFOUNDATION WEEP SCREED ° WITH OUTSIDE FACE OF CONCRETE ° Ln JUL SILL BELOW e + ° e ° e FOUNDATION PER STRUCT. � \-'� JL ,, cCO3 1003 � SCALE JANUARY 2003 FACEFACE OF STUDS 22'-0") TO GRID 7 P.T. WOOD NAILER ' ( AND PLASTER STOP SEALANT TYP. �� `ter -FOUNDATION PER STRUCT. ^ CEMENT PLASTER '1r,,•r0� 8t1 �I1lC° �� -2X NAILER 24 GA. FLASHING jJ SELF-FURRING LATH OVER p y NOTED 203007 6 ----.--CEMENT - \ CASING BEAD meq^ q v -_- 1/2" GYP. SIEATHING DRAWN CHECwEO --CEMENT PLASTER OVER I SELF-FURRING LATH �- CORNER REINFORCEMENT BGL HK 30# BUILDING PAPER 1� ' -30# BLDG. PAPER \______ ` SHEET NO -6" METAL STUDS AT 16" 0/(' LAP OVER METAL FLASHING - ,� —r - 4 MK PLOT DATES: A CORNER PLAN DEI'AIL WINDOW SILL DETAIL PLASTER DETAIL ( 10 WINDOW SILL DETAIL 4/21/20°3 12:51.49 bill) L 4/28 2003 14:10.43 bill) 3" -1'-D" Q 3 = 1 -0 pp 3 = 1 D 5/8/2003 13.30.16 bil, A U A U 5/20/2003 9:21.44 bill) F'acafic HwV.13545 5/30/2003 10:48.16 kurtn B'JP2003-00435 20.3007 23007A-8.dw 7 15/2003 13:5Q.33 bill) 17 o1 24 6 t�QCo Pt Fe VA I T �'Fcx P. SE-C -7NOTICEi IF THE T I III I I I I I I I I I I I I I III I I III III III !�1C111111111111111 ISIISIISI ISIMAGE IS NOT AS CNER A3 THIS NOTICE,T OR TYPE ON ANYI II , 1 z �� I I I IT IS DUE TO THE QUALITY OF THE -- -- — _-- - — — No ae ORIGINAL DOCUMENT' E t3l, L tL 1G et I'll Gt 9t 9t 6t st i.tt�t at 18 8 L��9 I 9 it I �6L I tie„e� - � �,ILI IIIIII,,, ,,Il�lllllllll�IIIIIIIII�IIiI�-„�,�►�,Ill,�,,,, �,,,�„l, ►,,,�,,,, ,► ,,,,1ll,l�llll,l��l l,ll ,lll ll,llllll�ll,lll,l��l,l,illll 1,flllill�l►Ill,lll ,ll►i,llit,ll, Illl�lll►llJllll►I111llllil�l��ilWllLllllillll!IllllllTll►Nlll 4 k o 12 OUTSIDE FACE OF STUDS- - 6TYPICALHIP ROOF),, o SEE 3/A-9 FOR ADDITIONAL NOTES W a IJ Y z / W -- �NZ PBO� \ z RIDGE ROOF RAFTERS PER = SOON ` STRUCTURAL -- NZ1CP z \'. z _no 3Y. PLATE PER 24'-8" EAVE HEIGHT ° • o ° STRUCTURAL �� n E (TOP OF PLATE TYP ) ' ,� STANDING SEAM METAL --STANDING SEAM METAL CEMENT PLASTER---- -- � �`� CEILING )MING PER SPECIFICATI,,NS PER SPECIFICATIONS � � (SEESTRUCT SELF-FURRING LATH OVER CASING BEAD--- -30p BLDG. PAPER -30N BLDG. PAPER z 8" 1/2" PLYWD. SHEATHING (NOM.) 6 E ��° �ec�it 22'-0" F.0 STUD _ 12 - WATER RESISTAN F BARRIER (BI.DG.- ----�-- TUBE STEEL HFADER `��, Nd •�i� TO F.O.STUD PLYWOOD SHEATHING PER STRUCT. 6[TYP PAPER) LAP OVER METAL FLASHING, _ / 17352 9 � � -PLYWOOD SHEATHING PER STRUCT. OUTSIDE FACE OF CMU WALL BEHIND CASING BEAD (SEE STRUCT.) ti, 3 (SEE FLOOR PLAN) Ag -RAFTERS PER STRUCTURAL 5 -`,- RAFTERS PER STRUCTURAL -- 5 B° GYP. AO Ag �j OUTSIDE FACE OF STUDS / BD. CEILING \�( Q Pj10N , SON 8" (NOM.) F30�- TTOM OF T.S. HEADER - �S• t 1`1 �t�11L R-30 INSULATION P�� R-30 INSULATION T -'—� 23'-11 1/2" TYP. 10 f•`� N / (THICKNESS OF CMU BLOCK) 6" CEILING Fp��;;iJG PER STRUCT. i STANDING SEAM METAL ROOFING- /% PER SPECIFICATIONS 2� 3' 9 1/2" WD W. HEAD 3 1/2" STUD FRAMING -� 6" CEILING FRAMING PER STRUCT, �-'- BOT. OF P.T. NAILER AT 16 U/C. \ 30# BLDG. PAPER OVER --- I PLYWOOD SHEATHING PER STRUCT. 12 _- �� TYPICAL 5/8" GYP. BD. E 23'-9 1 2" H AD SHAPED 2 X 8 BLOCKING-- b (HIP ROOF) SEE 2/A8 FOR NOTES m M 0 E 5/8" GYP, BD. CEILING �---�- \�-5/8" GYP. BD. CEILING ✓ 0 Y u A.F.F. PER STRUCTURAL �/ —DEEP WINDOW WELL TO ALIGN C, E / E 5 8° GYP BD. SHAPED P.T. 2 X 8 NAILER-- -- NTH FURRED WALL BELOW v � � r--STOREFRONT WINDOW --STOREFRONT WINDOW I ry r14 6" STUD WALL PER PLAN BEYOND - SEE ELEVATIONS �� PER SPECIFICATIONS AND PLASTER STOP rri mLn Y 3 E 1 I - OLr) > DOWNSPOUT TO ROOF ` 1 X 3 uONT. NAILER BEHIND GUTTER BELOW BEYOND� -5/8" GYP. BD. �-5/8' GYP. BU, TYP. (TO ALLOW FOR VENTILATION) AT WALL BEYOND AT W.',LL BEYOND N R-19 INSULAiiON--� I CONT. GUTTER WITH DOWNSPOUT TO GYP. SHEATHING- TO ROOF FIELOW ' OVE Z x rn 30N BLDG. PAPER— _ ___-__ _ �E"`' Pe 5 WINDOW HEAD DETAIL - W 1714 SEE SHEET A-8 ZO R�OGE ROOF RAFTERS PER CEMENT PLASTER—• 24 GA. CUNT. FLASHING BEHIND \ N�LPTION \ Q URAL A9-5.dwg 3 = 1 -0 J W C 6 2X AND IN FRONT OF' STUCCO Z 0 Cm A9 _ _ ° ° ---3X PLATE PER W 24'-8" EAVE HEIGHT ° ° ° o ° STRUCTURAL GYP. BD. UP TO STOREFRONT N O 19'-9 1 2" SILL (TOP OF PLATE TYP.) �_ 3" TYP. Z A.F.F. DEEP WINDOW WELL O Z o 10 C i UW DRILL 1" DIA. HOLES AT 4'-0" • \ (SEE STRUCT.) WEEP POINT 6" CEILING FRAMING ALUM. STOREFRONT PER SPEC 0 2 0/C. AROUND PERIMETER FOR -- --- VENTILATION - PROVIDE SCREEN ON GYP, SHEATHING (BEHIND NAILER) r f. --- N --- --- - Alla C -� METAL SILL FLASHING WITH a) BUILT--UP RO FING OVER \ UPTURNS/SILL PAN Q PLYWOOD SHEATHING ; ;.I 5 TREATED WOOD SILL PLATE _ 1 S4 i ( PAPA ET BEYOJJD 1 2" GYP. SHEATNIr.G-- 5 PAPARET BEYOND / \4 \� 5/8" GYP. BD. CEILING SEALANT TYP. mss~`- �-R-19 INSULATION Y A6 30# BUILDING PAPER �- / W 3 CASING BEAD to ' ----- _ / �---R-19 IN:.'ULATION � - M 0 SELF-FURRING LATH— -6" METAL STUDS AT 16" O/C. t 0 7 80ILT-UP ROOFING OVER PLYWOOD SHEATHING CEMENT PLASTER - �\ 6" STUD MALL VVlli' t ; - 5/8" GYP. BD. INTERIOR1 Q, " I - - , a U, a o Ag R-19 INSU . IN 2 X 6 SUB-PURLINS PER STRUCT. CEMENT PLASTER-----"�� a iLEDGER PER STRUCT. 3 SAVE DETAIL SELF-FURRING LATH OVER--�� A9-3.dwg 3 = 1 -0' 1/2" 3LYWD, SHEATHING / r r 30M BLDG. PAPER (LAP OVER—� ( 1\ =K CASING BEAD) SPACED TO MATCH FURRING BELOW ? / 6" METAL STUDS AT 16" 0/C. CEMENT PLASTER FACE OF STUD TO ALIGN _ �--� WITH OUTSIDE FACE OF CMU WALL JOIST PER STRUCTURAL R-19 INSUL. IN 2 X 6 _� 1/2" GYP. SHEATHING SUB-PURLINS PER STRUCT. I --6" STUD FRAMING AT WATER RESISTANT BARRIER (BLDG. �R-19 INSULATION f \\_� r n 16" 0/C. PAPER) LAP OVER METAL FLASHING, GYP. ONE-HOUR CCUPANCY BEHIND CASING BEAD 6 WINDOW SILL DETAIL -5/8" 9D. —STUD FURRING PER PLAN —6" STUD VYALL WITH _+ 5/8" GYP. BD. CEILING SEPAR T10N WALL T 5/8" GYP. BD, INTERIOR q g A9 6.dwg 3 = 1 -0' SELF-FURRING LA H OVER CASING BEAD SEE SHEET A-5 LIGH F FIXTURE PER ELECT. - 3 1/2" METAL S'lJD q CLG. FRMG. AT 16" O/C. BUILT-UP ROOFING PER SPEC. a \ WRAP ROOFING UP UNDER y TYP. IN OFFICE (EXCEPT / OVER PLYWD. SHEATHING PER STRUCT. Q LINE OF CEILING FI ASHING (PROVIDE MIN. 1 AT LOBBY TOWER) /� 4" LAP) SOFFIT BEYOND ,� Li / CASING BEAD / --_4 FIRE SHUTTER FRAME. WINDOW IN H.M. FRAME BEYOND PER MFR, 24" GH. G.I. CONT. FLASHING FIRE SHUTTER VER WDWS. \ `-� i- -- 2" X 5 3/4" H.M. FRAME 1 WITH STEEL STOPS Q 2-8 SOFFIT�T PER SPE IFICATIONS CONT. CANT STRIP j . __�� 1 X WOOL) SILL F.O.STUD TO F.O.SfUD J SEALANT TYP. 7 �.— --` z -- \ - o 1 - - - 1 X 3 WOOD TRIM 7-4 2 112- X 2 1/2" X 1/4"--/ ' � -----_ ' _ LL AGLE TO HEAD T7 \� SIWITHN/2'BDIA. PARABOILT 77 7 7 7Z AT 16" O.C. cn i---TIMBERSTRAND NAILER CMU WALL PER STRUCTURAL � WINDOW IN .M. FRAME FULLY GROUTED CELL-- / I \ WITH S EEl STOPS � v l PER STRUCTURAL _1/2" AIR SPACE O ( \ —3 1/2" METAL STUDS AT 16" O/C z , I ,i-----R-11 INSULATION / \ -___ r U W JOINS PER STRUCT. `,J`..✓/ z 5/8" GYP. BD. 04I -.1 < v OFFICE CASHIER 1 1 1 PLAN REV109 APPROVAL FOR COMPL*,a WITH APPLICABLE PORTIONS OF >. DOWNSPOUT BEYOND - TURN TO 2 X 6 SUB-PURLINS ImO" mstnXturms"CWryCo&(OSSO Q o I DISCHARGE ONTO LOWER ROOF PER STRUCTURAL _ L- `` .' 2001 Orepon PAanbYq 901'�aN(Op8CJ _— 1998 Orapon AAarlrrllcal CaAa LOMfaC1 -_ 3,-4„ �__,. 2000 O� 900 Ehctrkal Y Coda(OESQ ----- -- - 1 of Umf Fim Cods SILL t/ -- R-19 INSULATION - I9i UBC std 9•i wi^kM'*ra SIZE 5 - PER SPECIFICATIONS 1991 UFC Std 10.2(fire alarms) - -CABINETS PER SHEET A-4PLAN REVIEW APPROVAL ODES NOT AUT 7 STUD FURRING PER PLAN CONSTRUCTION TO PROCEED IN VIOLATION OF U A9 FEDERAL_STATE.OR LOCAL REGULAT"45.NOR DOEC IT REL.IFVE DESIGNER FROM ANY LIABILITY OR li 7 WINDOW SILL DETAIL RESPONSIBILITY. - -__—_ :' ;,; �9 A9-7.dwg 3 = 1 --0 c C� - — DATE `S' �. THIN-SET TILT PER SPEC. lv � /` T a- a ,.;... - USE CAUTION TO COORD. CLAIR MAPANY, INC. •; TILE JOINTS WITH C.J.'S LJ FOUNDATION PLLLJ CONCRETE SLAB PER i---CONCRETE SLAB PER FOUNDATION PLAN _ ';,;'; i� AN Z U L C0 W ; hrJ' 1jU _(�f pl� �' n n nQ Ln CIV Q0 2 l -- 6" STUD WALL W11H d) FOUNDATION PER STRUCT. 5/8" GYP BD. INTERIOR '""��'1i�I Di* � � ca � Q �G i Di1 � DATE n c;0 r Al ,1 I i M3 1 0 0 2 JANUARY 2003 SCALE PROJ. N0, rJ lair Company;Inc. ,N NOTED 203007 KE 1 WALL SECTION 2 DRAWN CHECKED WF,UWALL SECTION 4 PLASTER AT ROOF DETAIL BGL KE _1.�iW,� ',/4" - 1 -D ._� A� WALLl.dwg 3/4 = i'-0 A9 A9 4.dwg 3 1 -0 SHEET NO VLMK PLOT DATES: 4/17/2003 12:31.17 ' ill 4/21/2003 12:51.49 bill!! 4/28 2003 14:10.43 bila 5/8003 13.30.57 billl Pacific Hwy.13545 5/20/2003 8:49.8 bill) HUP2003.00435 5/30/2003 10:48.41 kurf, 18 of 24 203007 23007A-9.dw 7 15 2003 13:50.55 bill) NOTICE. IF THE PRINT ORTYPE ON ANY ILII Ilr III IIIIIII III III i l I�I III III+I I�III III Ili I+�t�III III III f II1(I 11rIl T Ili III III I i fll III III fll fll III IIIII1I (II III f(III�I III III IIIIIII III III IIIjI�jI� IMAGE IS NOT AS CLEAR P.E THIS NOTICE, ! � I I. 11_ '1.^--I�L � � I�1 I I-�-6�� -�� I��1 ' � � lU � I 1�I I +�.I �J Q 'yL // IT IS DUE TO THE QUALITY OF THE No 36 �, � ORIGINAL_DOCIT�AFNT rg""14, ilitiilill ,illlllllilllllil IiI�IIlIi�illllllu illillili illlhlliliili illi iillllii ililhui ilii Illi iluli�i ili�llli�u<< Il�ll�iil�ill�l'iilllu �l«>l�u ulllul s L u iiiiiiiil A General Specifications 2. Retention A portion of the payment due to the Contractor will be r;. ,)21PING K. ACCESSIBLE (HAWACAP) SIGNAGE 5. Epoxy Filled Control Joints: Fill all sawn floor slab control Quicklub0 Ti and withheld until all oaf the following are provided: Traffic and parking stripes to be 3 inch wide, color white Paint 1. Signs to be rtetal panels with permanent contrasting characters and joints with epoxy. Created 0428/2003 a. As-built Drawings (Payment for underground utilities will word "COMPACT" in 1-1/2 inch x 6 inch lettering in stalls background ,.;+nplying with state and local regulations and AUAAG a. Manufactures: Ed ted 04/28/2003 normally require os-built Drawings to be provided.) designated. requirements. (See Division 10, SIGNS, for additional 1. Euclid Chemical Co., EUCO 700. DIVISION 1 O�EAIERIL b. Equipment brochures and operating instructions. 2. Provide signage at accessible (handicap) stalls to meet state and information). 2. Metzger McGuire, EDGE-PRO XL. A GENERAL c. Lien waivers. local standards. Cross-stripe landing area/wolkwoy within stalls 2. Provide freestanding sign on 1-1/2 inch diameter metal post b. Installation instructions: I These specifications are general in nature and are intended to set d. Warranties and guarantees. and accessible routes across traffic Ione. Cro-s stripes to be 24 (galvanized pipe) in landscape area adjacent to each accessible 1 Delay installation of epoxy joint filler material as long as minimum standards for construction and materials. Quality of e. Contractor and Owner punch list corrections complete. inches on center, color white. handicap parking space. Embed post in 6-inch diarr3ter, 12-inch practicable (minimum of 90 days followrg slab pour). Do not i materials and details of installation shall, at a minimum, comply f. Certificate of occupancy from building official. 3. Cross stripe all paved abrupt slopes exceeding 50 percent slope deep concrete fill Top of footing at 3 inches below finish grade. install epoxy joint filler until authorized to do so by t•Te I with established industry and product manufacturer's standards. g. List of Subcontractors with current phone and fax numbers. with safety yellow 3 inch wide stripes at 24 inches or, center. L. FENCING (Garbage Enclosure) Engineer. Higher standards, where stated In these specifications, in 3. Clean up: All areas of the building and site are to be finished, I. EXTRUDED CONCRETE CURBS 1. Provide chain linked gates as shown on Drawings. All of system to 2. Prior to filling joints, remove temporary backer rod, clean ,j; submitted literature, or on Drawings shall govern. Workmanship cleaned and suitable for occupancy and/or use. Remove foreign 1. Curls tc Le no-slump concrete with a minimum compressive strength be aluminum coated or hot dip galvanized steel. Provide all joint interior surfaces by re-sawing with dry blade; and z shall be maintained at good quality by the General Contractor. matter, marks, stairs, foreign paint, fixtures, equipment, etc. of 3000 P"l at 28 days. Tequired bracing. blowing out all loose debris with compressed air, augmented by I = 2. Design criteria: 4. Prior to occupancy of the building, the General Contractor, 2. Spread Braxy bonding agent such as Concressive #1064 approved equal 2. Fabric to be 9 gouge 2 in,,h x 2-inch diagonal mesh. mechanical scraping as necessary to remove stubborn I i- ; a. Roof Live Load 25 psf (snow) Mechanical and Electrical Subcontractors shall schedule and conduct over sui face to receive curb. Install curb within 20 minutes after 3. Gates to be tubular framed with braces and trusses required to particulates. 41 w b. Wind 80 mph exposure B an orientation meeting with the Owner to demonstrate operation rind applyir., bonding agent. maintain r'gidity, and non-removabie locking hardware. Gate posts 3. Install epoxy joint fillers as follows: X c. Seismic Zone 3 mairtenance of equipment and deliver operating manuals. 3. Provide joints as required. to be sized os required or shown. (i) Do not fill joint with silica sand to seal off joint d. Soil Bearing 2,500 psf dead & live load 5. Prio, to occupancy of building, deliver all keys and keying 4. Apply curing compound to all surfaces immediately following 4. Provide concrete footinrls for all gate posts allowing 3'-0" minimum base unless specifically authorized by Engineer. v! B. CODES ANO STANDARDS schedules to the Owner. placement. embedment. (ii) Mix epoxy in quantities that can be used while � 1. Uniform Building Code 1997 Edition as amended by the State of 6. All corrective work and the "closeout" shall occur on a timely 5. Use caution in starting work that requires traffic on fresh placed M. FENCING (North propert; line) remaining pourable. I N Oregon (1998 Structural Specialty Code). basis. asphalt paving. Check condition of paving and verify schedule for 1. Provide wood fence as shown on drawings. The entire fence to be (iii) Install epoxy in clean joints (do not partially fill z 2. Contractor to comply with all state and local codes, ordinances and L. CONSTRUCTION SCHEDULE/FINAL INSPECiIONS start of work with Engineer. cedar material except that each post is to be aluminum coated or joint with sand or oth .r fillers) to level near top of a standards. 1. Contractors are required to submit a schedule for the completion of J. SITE UTILITIES hot dip gelvan zed steel. slab. Allow to sog into joint. 7 3. Wherever codes, ordinances, standards, etc., are referred to in the work as part of their proposal. The completion of the work on 1. General. DIVINON ; - CONCRETE AND REINFORONO (iv) Epoxy installation shall be completed in two separate this Specification, it shall be assumed to be the latest edition a timely basis has a financial impact on the Owner and consultants. a The work to be provided by the Contractor shall consist of A. GENERAL passes with the first pass filling the joint to within z unless otherwise specifically identified, 2. At the point of substantial completion, Contractor shall notify furnishing all labor, materials, permits, surveying, 1. All work to comply with ACI codes and standards one half inch of the floor surfac i. After a minimum of C OPTIONS AND ALTERNATE MATERIALS Engineer (in writing) of the anticipated schedule for inspections. supervision, coordination, and equipment necessary for the 2. Inspections/testing. sixty minutes the second pass is Installed, overfilling 1. "Alternates" refer to bid instructions for "Alternates" requested The Contractor shuii complete his own final inspection and re- proper installation of the storm drainage, sewer system, and the a. Owner will provide a part-time concrete inspector and will the joint to obtain a positive crown appearance. \ � with proposals. Contractors may also submit proposals for use of inspection to check off completed wort•. The Owner/Engineer will water systems that are indicated on thew Drawings. The work is conduct laboratory tests as required to verify compliance with (v) Sand smooth using care not to Scor slab. Leave top sZ Q , other alternate material,, and methods for approval. Allow minimum then make a final inspection using the Contractor's pur.ch list, to be completed so as to provide properly functioning systems the project Specifications. Contractor shall be solely slightly above floor level (1/64 Inch +/-). Imo, rn of 5 days for review of ,rop-)sed alternates. 3. Services to be rein•itursed by Contractor: that are acceptable to the governing outhoritleb and as responsible for compliance with the Specificot:ans. G. CONCRETE CURING AND SEALER 2. "Options' shown of the Dr swings moy be used at Contractor's a. Time r-wired oy Owner/Consultants after 3 weeks beyond time indicated on these Drawings. b. Contractor shall be responsible for any extra concrete sampling 1. Preparation: All forms and excavations to be moistened before discretion. provided b� the Contractor in his proposal for achieving final b. Approvals: Different jurisdictions may prohibit the use of or testing such as field cured cylinders for determining placing concrete. Z 3. See Instructions to Bidtlera f:,r provisions relating to completion. certain construction materials and/or procedures. Do no work strength for lifting panels, etc. 2. Curing compounds and liquid hardeners: "substitutions" Do not include in b;1 proposals any substitutions b Re-inspection of punch list items 'hot require more than one re- without approval from the proper jurisdiction. Cost of chaiiges 3. Tolerances: a Contractor shall submit proposed -uring and sealing/hardener not previously approved by the Engines except as additional inspection. incurred when work has proceeded without jurisdictional approval a. Floors: Maximum deviation from a 10 foot straightedge - 1/8 compounds for approval 2 weeks prior to initial Slab On Grade "Alternates", listed separately on the prt.posal forms. DIVISION 2 - !07E WORK shall be the sole expense of the Contractor inch or fini3h to on Ff35/F130 tolerance as moosured by an pour. r,Efl PBff:� D. GENERAL AND SPECIAL CONDITIONS A. GENERAL c. Safety. the safety as it relates to this construct;on project) approved calibrated Instrument. Floor slab thickness minus 1/4 b. Curing compound: Spartan Cote, Sportan Cote W811 (VOC), or safe �,-� �GilicF 'o 1. General Conditions as published by the American Institute of 1 Geotechnical Report. Foundation investigations have been completed of workers, neighbors, and possers-by is to be the inch to plus 1 inch, Maintain smooth subgrade without abrupt seal HD (J-24 HD V.O.C.). Use of bonri breakers for initial `,/� 17352 '9 9 Architects (AIA Document No. 201) 1987 Edition, shall be port of and ore available at the Engineer's office. All bidders shall responsibility of the Contractor. Unsafe conditions shall be changes in elevation. curing of slab subject to approval by Engineer Of Record. `a/ 1 the Contract the same as if hound herein. Copies are available at familiarize themselves with the subsurface and site conditions. identified and corrected or, identified and secured. Work b. Walls, columns: Maximum deviation from plumb = 1/4 inch, c. Liquid Hardener: Ashford Formula, Sure Hard (J-17 V.O.C.), the Engineer's office. 2. Acceptance of site. Bidders shall inspect the site and be familiar methods that may case an unsafe condition to exist, shall be 4. Submit shop drawings of panel reinforcing. Liquid Hard, or Euco Diamond Hord. 1 2. Modifications of General Conditions (see also "Instructions to with typical conditions in the area and the conditions under which avoided at all costs• B. FORMWORK AND SHORING d. Contractor to verify compatibility of all band breakers, curing \ nRECafJN Bidders" under separate cover). the work is to be performed. The site shall be accepted in its d. Drawings: Drawings provided are based on reported site i. Contractor shall be solely responsibl4 for providing the necessary compounds and liquid hardeners with other finishes. \y� Z" 13 ".. �- 3. Wherever thu word "Architect" is used, it shall be understood to existing condition and no claim shall be mnr♦e for any visible conditions and dimensions. Actual site conditions, or formwork and shoring suitable for the conditions involved and 3. Execution mean Engineer. condition not shown on the Drawings. dimensions, may vary and any such variation should be reported compatible with the finished appearances. o. Slabs on Grade: Seal interior slabs with two coats curing �!IA4 fl �r 4. Article 2.2.5. Drawings and Specifications. Twenty sets of 3. Construction use - Contractor shall: to the Engineer at the earliest opportunity. Unanticipated 2. Ground forms. To the extent practical all isolated footings should compound. Apply first coat immediately after slob is finish.-d. Contract Documents will be provided to the successful Contractor. a. Exercise caution in the use of the site, particularly when conditions may require the revision of a portion of these be ground formed or partially ground formed. Clean all ground Spray edges as soon as forms are removed. Apply second coat �. i U Extra sets desired by the Contractor shall be paid for by the subgrade materials are moisture sensitive and wet conditions Drawings All dimensions shall be verified In the field by the formed footings by hand and use caution during concrete placing to perpendicular to first coat when all trades are finished just Contractor. exist in the subgrade. Contractor prior to fabrication or construction of any portion avoid cave-ins. prior to occupancy. Floor is to be cleaned, hydro-woshed, 5. Article 3.5. Contractor to warrant and guarantee all work vrithin b. Make special provisions for construction access consistent with of the proposed work. 3. Chairs for reinforcing steel shall be adequate to securely support and/or mechanically scrubbed as required by final seal/hordener E 1 this Contract for a period of one year (or longer where indicated the requirements of the project and so that work con proceed e. Permits. The Contractor shall arrange and pay for permits, and hold reinforcing steel in place. For concrete slab on grade manufacturer before second coat. rn rn o E in these Specifications) from dale of substantial completion as under normal weather conditions. fees, service charges and inspections and shall present the and tilt wall panels reinforcing shall be supported at not less b. Footings: Single coat. Apply os soon os bleed water is gone. u, U �, determined by Engineer. Nothing in these Documents shall be c. Be responsible for correcting damage to the subgrade caused by Owner with a properly executed "Certificate of Inspection", than 6'-O" on center for #5 bars or larger. For tilt wall panel 4. Wet curing/membrane curing: Contractors option. Any concrete may � rn E Y Iconstrued to reduce, abridge, or limit any other warranties, construction activities. prior to making application for payment for any portion of the reinforcing shown each face on Drawings, the top bar shall be wet cured or membrane cured, subject to approval of the process N oo > E explicit or implied. d. Be solely responsible (unless otherwise provided for in the work. adequately be supported using metal chairs. by the Engineer. (E.g. Footings may be cured by covering tightly r� ry @) 6. Article 3.7.1. Permits, fees, licenses. The Owner will pay the Contract) for the methods and cost for construction of access f. Codes. All work methods and materials shall conform to all C. REINFORCING with Asqueen.) Tri ri E I plan check fees and building permit fee. The Owner will also pay roods, added provisions to specified systems to support local, state and federal requirements, regulations, and lows. 1. All reinforcing to be ASTM A615 Grade 60 unless otherwise noted. 5. Hot weather/cold weather procedures Take special precautions as 3 all system development charges, sewer connection and water meter construction loads and for correction to site conditions and/or 2. Material: All materluls used for the work shall be nr,w. Trade 2. Use only A706 weldable rabar if rebor is to be welded. Use only appropriate during adverse weather conditions to achieve proper fee. The Contractor shall obtain all licenses and pay all other installed work that is damaged by construction rstivities. names denote character and quality of equipment desired end low hydrogen electrodes. All welding to be In compliance with AWS finish and curing. Review placing procedures with Engineer when 24 fees and permit charges (such as electrical, plumbing, and HVAC e. Pion construction activities to prevent and/or mitigate damage substitutions may be approved, if In the opinion of the Engineer, D1.4, hour forecasted temperatures ore below 40 degrees Fahrenheit or rn permit and inspection charges, and connection costs). to site. the proposed substitution shall be the responsibility of the 3. Fabricate and Install reinforcing steel according to the Manual of above 80 degrees Fahrenheit. In addition to ACI recommended m 'I 7. Article 7.3.3.3. Reasonable allowance for overhead and profit f. Use caution in excavation of service pit. Coordinate with Contractor. Standard Practice for Detailing Reinforced Concrete Structures-ACI procedures, provide water sprinkler on all slobs and flat work when 0 LA M shall not exceed 10 percent for Contractor or SubContractor Geo Engineer in dealing with low water table (approx. 10'-O" o. Water lines, Standard 315. temperatures exceed 80 degrees Fahrenheit. Z � c� t performing work or supplying materials and shrill not exceed 5 below existing grade). 1. Copper Pipe: Type K (soft copper t�' to 136", hard copper 2" 4. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcing DIVISION 4 - UASGNRY M percent for Contractor or SubControctor posaing cost along but not B. QUALITY CONTROL and larger), underground piping, conforming to ASTM B-88. In poured-in-pace walls at all corners and intersections. A. CONCRETE BLOCK W ry actually performing work. 1, Contractor is to be experienced with the type of work and Fittings shall be wrought copper. Solder all joints and 5. Splices in wall reinforcing shall be lapped 40 diameters (2'-0" 1. Design F'm 1500 psi. H W rn 8. Article 4.5. Arbitration shall be optional by either party on conditions where the work is to be performed. Contractor shall be fittings. minimum) and shall be staggered at least 4 feet at alternate bars. 2. All CMU units to be Grade N, Type 1, and lightweight units per ASTM J C claims over $10,000.00. responsible for the selection of the materials and methods for 2. Ductile Iron Pipe (D.I.P.): Shall be cement-mortar lined 6. All openings smaller than 30 inches x 30 inches that disrupt C90 dry to intermediate humidity condition per Table No, 1. c 9. Article 9, Payments and completion. Payments to the Contractor may accomplishing the work. Special attention Is directed to the and shall conform to ANSI A21.51, Class 52. All joints shall reinforcing stall have on amount of reinforcing equal to the amount 3. Mortar to be Type S using the Property method per ASTM C270. � Z rn be withheld by Owner during the course of the job if the project is conditions at the time the work is to be performed. use 0-ring rubber gaskets. Fittings shall be 125-pound class, disrupted placed both sides of opening. Minimum strength of mortar to be 1500 psi. �' not kept free of liens. Such payments will be promptly released 2, Finish subgrade for paving and concrete slab on grade to be within meeting the requirements of ANSI C110, 7. Provide the following reinforcing around wall openings larger than 4. Compliance with F'm shall utilize either the Unit Strength Method 2 J O upon removal of such liens. 0,06 foot of grades and contour's shown on Drawings. Finish base 3. C-900 Polyvinyl Chloride Pipe (PVC C900): Pipe and fittings 30 inch x 30 inch. or the masonry prism testing method from the latest edition of the z . 10. Property Insurance. Article 11.3, Contractor shall maintain the rock for paving and slab on grade shall be plus or minus 0.04 foot. shall be_Class 200 PVC C900 and shall meet the requirements of • a. 2 #5 over opening x opening width plus 2'-0" each side. Uniform Building Code. r h f 1. im h 0 Z ii builders all risk Insurance as provided in Articles 11.3.1 and Verify compliance with Engineer before proceeding with next phase ASTM D 1784 in accordance with the requirements of AWWA C900, b. 2 #5 under opening x opening width plus 2' O" each side. 5, Grout to have a minimum 28-day st engt o 25 t est e 11,3.1,1. Maximum deductible shall be not more than i percent of of work. Failure to do so will place responsibility for correction Gaskets at connections shall be used per ASTM F-477 to seal c. 2 #5 each side of opening x full story height. compressive strength of the concrete masonry units. All grout mix U W T I the Contract amount except that it need not be less than $5,000.00. upon Contractor. integral bell socket to the spigot of each joint, conforming d. Provide 90 degree hook for bars at openings if required designs to utilize a fluidifler admixture, Intrusion Aid by o Contractor shall be responsible for all losses (cost) due to 3. Place stokes at all locations of spot grades shown on Drawings. to the requirements of ASTM D-3139. extension past opening cannot be obtained. Specrete-IP or approved equal. Dosage to be per manufacturers a deductible. 4, Notify Engineer for observation of compliance of subgrade and fill 4. Water Service: Piping, valves, backflow prevention, vaults, 8. Provide (2) #4 continuous bars at top and bottom and at recommendation, • E. EXAMINATION OF SITE AND CONTRACT DOCUMENTS with paragraph 2 above. Obtain approval prior to placement of meters, hydrants, and connection to main line shall be discontinuous ends of all walls. 6. Contractor to prepare and test (3) grouted masonry prisms and (3) 1. Bidders shall examine the site where the work is to be performed subsequent fill and paving. according to the requirements of the governing agencies. 9. Frovide dowels from footings to match all vertical wall, pilaster ungrouted ma-lonry prisms per every 5000 square feet of wall, during 4) and ascertain for themselves all of the physical conditions and C. CLEARING AND STRIPPING 5. Alternate materials may be used if ociproved by the governing and column reinforcing. (Poured in place columns and walls). construction in accordance with UBC Standard 21-17. C restrictions before submitting price quotations. They will also 1. Review requirements for protecting existing vegetation (trees, agency and the current State of Oregon Plumbing Specialty 10. Lap all bars in intersecting footings 2'-0" or (40) diameter 7. Contractor to prepare and test three (3) grout prisms per every e, make careful examination of the Drawings, Specifications and other etc.) before star; of work. Code. whichever is greater. 5000 square feet of wall area during construction In accordance Q Contract Documents and inform themselves as to the quality of 2, Notify Engineer immediately if unusual conditions are encountered. b. STORM SEWER - All storm sewer pipe shown on the plans shall be 11. All vertical wall reinforcing to be placed in center of wall unless with UBC Standard 21-18. - materials. 3. Site shall be cle,.ed and stripped of all vegetation, topsoil, and Polyvinyl Chloride 3034 (PVC) pipe unless specified as other shown otherwise on Drawings. 8. All work shall conform to Section 2102 through Section 2111 of the 2. Bidders finding discrepancies, omissions or in doubt as to the true organic materials. Remove and dispose off-site unless specifically than PVC. Pipe materials other than those specified on the 12. Extend reinforcing to within 1 inch of wall and slab edges. latest edition of the Uniform Building Code. Y meaning of any part of the Drawings, Specifications and other provided otherwise on the site work Drawings. Stockpile topsoil on utility plan shall not be used unless authorized by Engineer. 13. Contractor to design and provide additional reinforcing as required 9. Reinforcing for masonry to be ASTM A615 Grade 60 placed in centers Contract Documents, shall notify the Engineer in sufficient time to site that is needed for later use. Likewise, pipe materials not listed below shall not be used for lifting tilt wall. of cells as follows (unless otherwise noted in Drawin s : 3 receive clarification prior to starting any work. 4, Remove all stumps and roots over 1 inch diameter from all topsoil without authorization from the Engineer. D. CONCRETE MIX/MATERIAL a. Vertical: (1) no. 5 at 32 inches on center plus (2 no. 5's vt 3. The Owner will not b,! responsible for any loss, or for any for landscaping use. 1. Polyvinyl Chloride Pipe (PVC): Pipe andrfittings shall be 1. strength: Average 28 day concrete strength determined by job cast full height each side of openings, unless otherwise „oted on in unanticipated costs which may be suffered by the Contractor in D. EXCAVATION PVC and :-hall meet the requirements of ASTM D-3034 SDR 35 nb cured cylinder to be as indicated below plus increase depending Drawings. a regards to conditiois pertaining to the work, including conditions 1, Excavate for footings, piers and slabs to sizes and levels shown or (4" 15", solid wall) and ASTM F679 (18"-36", solid wall). on the plant's standard deviation cs specified in ACI 318. Provide b, Horizontal: (2) no. 4's at 48 inches on center for running 0% that can be seen on the site and/or are described in Drawings, required. Utilize straight edge bucket to minimize soil Corrugated PVC Profile pipe (smooth interior) shall meet the mix designs to Engineer for all concrete to be used. Clearly label bond, (2) no. 4's at 24 inches o.c. for stack bond plus (2) no. Specifications, Geotechnical reports, surveys, etc. that are disturbance. Clean all footing excavations of loose material by requirements of ASTM F794-01 (4"-48"). Schedule 40 PVC (or all mix designs for proposed area of use. 4's at top of wall and at each intermediate floor level. Locate available to the Contractor. hand. PVC C-900) shall be used in areas where the pipe cover is to 2. Minimum mix requirements: first bond boom at ground floor level. 4. These Specifications may include material and/or performance 2. All over-excavation shall be bock-filled and compacted as be less than 15-Inches from finish grade to top of pipe. LOCATION MIN. COMP. SLUMP MIN. ADMIXTURES c. Lintels: specifications that may not be par' of the Contract, but will be "Engineered fill" or with concrete to same specifications as 2. C900 Polyvinyl Chloride Pipe (PVC C900): Pipe and fittings STRENGTH (a) CEM. 1. Less that 4 feet wide (2) no. 4's in bottom of 8 inch deep needed to coordinate work by others. footing concrete. shall be PVC C900 and shall meet the requirements of ASTM D- PSI INCHES CONTENT lintel. 5. Contractor shall coordinate his work with the work by others to 3. If over-excavation !a required to remove soft spots resulting from 1784 in accordance with the requirements of AWWA C900. POUNDS 2. 4 feet to 6 feet wide (2) no. 4's in bottom of 16 Inch deep provide minimal delays to all parties. conditions beyond the control of the Contractor, the Contractor Gaskets at connections shall be used per ASTM F-477 to seal Footings 2,500 0-5 470 None lintel. 6. The General Contractor is responsible to provide all design and shall receive additional compensation. Notify Engineer before integral bell socket to the spigot of each joint. Interior Slab on 3,500 2-4 517 (b), (d) d Corners and Intersections: (1) no. 5 corner bar x 24 inches x engineering services, for design/build items noted. This includes proceedinrg. 3. High Density Polyethylene Pipe (HDPE): Pipe and fittings Grade 24 inches at each bond beam for 10 inch walls. coordination with other affected disciplines (mechanical, 4. Soft spots created by the construction activities and special shall be HDPE and shall meet the requirements of AASHTO M-252 Exterior Slab on 3,000 2-4 517 (b), (c), e. Splices in vertical wall reinforcing and horizontal bond beams electrical, fire protections, structural, etc.) and all permit requirements for the construction process are the responsibility of (3"-10"), M-294 (12" and larger , Type S (4"-48" Corrugated Grade (d) shall be lapped 52 diameters. requirements (energy code compliance, etc.) necessary for a the Contractor. (See paragraph "A" above) outside, smooth inside), Type D Closed Profile with smooth Interior Slab on 3,500 2-4 517 (b) 10. Electrical boxes, conduit and plumbing shall not be placed in any complete system design. 5. Do not excavate closer than 2:1 slope below base of footings unless interior, 42"-48") and MP7 (54" and 63' Type S and Tyre D). Metal Deck cell that contains reinforcing, F. SHOP DRAWINGS AND SUBMITTALS approved by Engineer. Pipe con be solid, perforated or slotted. All joints shall Walls & Columns 3,500 2-4 517 (b) 11. See Drawings for additional reinforcing. 1. Submit shop drawings of portions of tl -• work indicated In 6. All excavated material not approved or required for the project to be Basketed, lab test certified to 3... psi joints: integral Miscellaneous 3,000 U-5 470 (b) 12. All masonry to be special inspection. individual sections of this Specification. Submittals of items not be removed at no additional cost. Grade and cover stockpiled bell/spigot with a rubber gasket meeting ASTM F-477 installed DIVISION 5 - METAL indicated may or may not be reviewed at Engineer's option. Unless material as required to afford weather protection. on the spigot end. a. Slump exceeding specified limits shall riot be incorporated in A. GENERAL otherwise indicated shop drawings shall be provided on the 7. All footings shall be earth formed whenever possible. 4. Concrete Pipe: Pipe and fittincgs shall be concrete bell and the project except by written approval from Engineer. 1. All structural members to be detailed, fabricated and erected in following: E. FILL MATERIALS AND INSTALLATION spigot pipe with rubber gaskets in confined grooves conforming b. WRA = water reducing agent. accordance with AISC Standards, latest edition. Submit shop a. Prefabricated structural members and components (Eg. Trusses, 1. Notify Engineer prior to the start of all "Engineered fill" work so to ASTM C-14 for Non-reinforced Concrete Pipe (CONC) and ASTM c. AE - air entrainment drawings of columns and miscellaneous steel. GLU-LAM Beams, etc.) that the subgrade condition and fill material con be Inspected. C-76 for Reinforced Concrete Pipe (RCP). d. Up to 1 1/2 percent calcium chloride allowed during cold 2. All bidder design structural systems to include plans and b. Structural steel and miscellaneous steel. Obtain compaction tests if required. 5. Soil Pipe (Traffic areas where cover is less than 15 weather. calculations stamped by an engineer registered in the governing c. All reinforcing steel. 2. "Engineered fills": on-site materials, free of organic material, Inches): Pipe shall be hub and spigot cost iron pipe (CIP) or e. Poezotec 20 required for concrete placed below 40 degrees jurisdiction. d. Structural systems. may be used for structural fill (under buildings and paved areas) Schedule 52 ductile iron bell and spigot pipe (DIP) with Fahrenheit. 3. Unless otherwise noted, Contractor will be required to provide a e. Storefront. subject to maintenance of a proper moisture content and obtaining fittings conforming to ASTM A-74, with rubber 0-ring gaskets 3. Use Type I Cement, per ASTM C-150 unless otherwise approved. separate permit for bidder design structural systems. f. Overhead doors. required compaction. in confined grooves or, with compression type gojket fittings. 4. Aggregate ASTM C33. Size to be 1 1/2 inch minus for slabs on grade B. MATERINI3 g. Casework. 3. "Select Fill": 6. Alv-ninized Steel Pipe (ASP): Pipe and fittings shall be and tilt wall panels. All other concrete may use 3/4 Inch maximum 1. All steel W sections to be ASTM A992 typical unless otherwise h. Man-doors (door and frame). a. Under building and footings: 1-1/2 inch minus well graded clean Aluminizea Steel and shall conform to ASTM A760/A760M, AASHTO size aggregate. Do not use 3/4 Inch minus aggregate in slabs on noted. i. Finish hardware. cr,.shed rock ('ass than 5 percent passing 200 sieve). M-36, M274 for Aluminized Steel Pipe with a 75-year lifespan. grade or tilt wall panels. Submit, a combined gradation analysis 2. All steel plate, angles, channels, etc. to be ASTM A36 typical j. Membrane roofing. b. Under paving: Base course of 1-1/2 inch minus well graded clean 7. Corrugated Metal Pipe (CMP): Shall be of the_type, for all slab on grade mix designs. 1 1/2 inch aggregate shall unless otherwise noted. k. Ceiling system. crushed rock (le-s than 5 percent passing 200 sieve) of depth ameter, and gauge indicated on the Drawings. , ipe and constitute a minimum of 5 pen:ent in the gradation (i.e. 5 percent 3, Pipe: Pipe ASTM A-53 (Fy=35 ksi), type E or S, or ASTM A501 (Fy=36 I. Floor (S.O.G.)curing, sealant, and liquid hardener compounds. shown on Drawings. Aings shall be helical corrugated unless otherwise retained on the 1 1/2 inch sieve). ksi). m. Epoxy joint filler. c. Trench backf ll. Unless otherwise specified, all trench pacified. Pipe and fittings ends shall be annular for a 5. Water Reducing Agent (WRA) shall be Polyheed R-1 or Duracem 55 at 6 4. Structural tubing to be ASTM A-500 Grade B (Fy=46 ksi). n. Fencing, backfill shall be 3/4 inch minus well-graded clean crushed rock. iistonce of 12 inches. Pipes shall be connected with 12-inch oz. Per 100 pounds cement. Comply with ASTM C-494. 5. Unless otherwise noted, bolts to be A325N for steel to steel o. Metal roofing and siding. (Less than 8 percent passing 200 sieve). +tae annular corrugated coupling bands and 1/2 inch thick by 6. Maximum water allowed In slab on grade mix designs is 250 pounds connections and A307 for anchor bolts and connections with wood. 2. Submittals to be provided at least 3 weeks prior to beginning d. Back fill where finish grade is above building floor: With free 12-inch wide rubber gaskets. per cubic yard unless otherwise approved by Engineer. Provide standard plot,- washers under all bolt heads and nuts in fabrication. draining granular material, pea-gravel or round drainrock. Catch Basins: Shall be 24 inch square and minimum 30 inch 7. Air entrainment (AE) shall comply with ASTM C-260 and shall be used contact with wood. 3. General Contractor to review submittals before transmitting to 4. Top soil: Natural topsoil from on-site or as required by the high (see plan for sump requirements), unless otherwise only where specified and/or approved by Engineer. 6. Drilled expansion anchors/epoxy anchors: Engineer, and place his review stamp date and marks on master copy. plans, suitable for growing plants and free of limbs, roots, and indicated, with 28 inch square standard cost Iron grate and 8. Accelerators: Pozzotec 20 non-chloride for components exposed o Epoxy anchors! 4. Submit one reproducible master copy and one copy of each sheet for rocks over 1 inch diameter. Remove any concrete or debris from hinged drain access plates for clean outs, all as manufactured weather in the completed structure (w ls, exterior paving, etc.), Base Material Product I.C.B.O. No. review by Engineer. Sheets smaller than 11" x 17 may be on white planting areas. Cut and remove any paving more than 6 inch behind by the Lynch Company, Inc., or by Grotemoster Ironworks. calcium chloride in the Interior slrt;, on grade. Quantity (dosage) Concrete Epcon Ceramic 6 Epoxy Anchor by ER-42.85 paper suitable for copying. Master copy will be stamped and curb in planting areas. Catch basins to be constructed of 10 gauge steel and to be to be determined by Contractor and approval obtained from Engineer ITW Ramset/Red Head returned to General Contractor within two weeks for copying and 5. Compaction: asphalt coated after fabrication. before use of accelerators. Concrete Epoxy Tie ET Adhesive Anchor by ER-4945 distribution. a. Selection of corvoctlon equipment and processes shall be the 9. Downspout Drains: Verify locations rind special requirements E. CONCRETE FINISHES Simpson Strong-Tie Company, Inc. G. SPECIAL INSPECTION AND TESTS (ALSO SEE COVER SHEET OF DRAWINGS) sole responsibility of the Contractor, with building elevation Drawings and with roof plans for 1. Interior slabs: Concrete HIM HY-150 Adhesive Anchor by ER-5193 1. Special inspections and tests as required by Engineer or local b. Prepare areas to receive "Engineered" or "Select" fill by downspout location. Adjust location as needed to assure plumb a. Hard steel trowel finish use extreme care to tool formr:d panel Hilts, Inc. jurisdictions are to be performed by on independent testing agency compacting subgrode. If subgrade moisture content is not vertical downspout run. Notify Engineer of any discrepancy or edges. Use 1/8 inch radius edge tool only. Concrete Power-Fast Adhesive Anchor by ER-4514 and paid for by the Owner. Contractor to verify requirements for suitable, confer with Engineer and condition material to near other problem, Drains in paved areas to be cast Iron soil b, Patch all holes such r,s tilt wall brace anchors, form anchors, Powers Fasteners, Inc. I testing with the Engineer prior to beginning project and will be "optimum" and compact. pipe or Schedule 40 PVC. etc. s Masonry Hilti HY-150 Adhesive Anchor by ER-5193 responsible for contacting testing agency with adequate prior c. Install material (except topsoil) in lifts no+ to exceed 9 10. Drains in landscaped areas may be PW STORMDRAIN Series 46 c. Avoid damagin fln,ah, (See also Division t, PROJECT Hllti, Inc. notice and to allow full access to work, inches (loose) and compact with suitable equipment. with 80 percent compaction and with compaction verification. HOUSEKEEPING. Avoid sliding tilt-up panels. Drilled expansion anchors: 2. Provide Engineer with copy of all inspection and testing reports. d. Minimum density (per ASTM D698) as follows: Provide clean-out at each downspout. Use branch fitting with 2. Exterior walks: Base Material Product I.C.B.O. No. Fax report on the some day if Irregularities are noted. APPLICATION (See note 3 below) COMPACTION threaded plug for clean-out. o. Broom finish steel trowel surface then light finish across Concrete Red Head Trubolt Wedge Anchor by ER-1372 3. Testing preformed at Contractor's option or re-testing of Beneath foundations g5% 11.Monholes and Cleanouts: See SANITARY SEWER below. width of surface, ITW Ramset/Red Head p# previously noted irregularities to be paid for by the Contractor. Beneath floor slabs 95% c. SANITARY SEWER b. Curb ramps finish as remainder of walk and cross score with Concrete Simpson Wedge-AII Anchor by ER-3631 H TEMPORARY FACILITIES Beneath pavements (See Note 1 below) 95% 1. Polyvinyl Chloride (PVC) Pipe: Pipe and fittings shall be tooled joins at 2 inch on center each way, Diamond pattern is Simpson Strong-Tie Company, Inc. 1. Signs. Contractor shall provide a 4 foot x 8 foot sign constructed Retaining or basement wall backfill (see Note 92% PVC and shall meet the requirements of ASTM D-3034 SDR 35 acceptable. Concrete Hilti Kwik-Bolt II Anchor by ER-4627 pppppVA of 3/4 inch exterior plywood and supported by two 4 x 4 posts 2 below) (4" 15") and ASTM F679 (18"-27"); Schedule 40 PVC (or PVC C- 3. Formed concrete: remove fins, patch voids, Grind and fill for Hilti, Inc. PLAN REVIEW embedded In the ground to adequately support and brace the sign. Interior footing and wall backfill 95% 900) shall be used in areas where the pipe cover is to be less smooth even appearance. Masonry Hilti Kwik-Bolt II Anchor by En-4627 FORCOMPLIM1Cf�`� (B E 1 >- The sign is to be painted and lettered as instructed by the Utility Trench Backfill than 15 Inches from finish grade to top of pipe. 4. Footings: screed smooth. Do not leave rough exposed surfaces. Hilti, Inc. 1999CJ-Is�tursisp�eoTetty 'Coda SS0 Q Engineer (see Drawings). All other signs, posters, eta, are -Upper 3 ft beneath pavements, slabs or 9576 2. C900 Polyvinyl Chloride Pipe (PVC C900): Pipe and fittings 5. Avoid concrete splatter on other building elements (i.e. columns Other anchors are acceptable only with prior written approval of Iwoore9-M,i'd�� Code( prohibited. structures 92% shall be PVC C900 and shall meet the requirements of ASTM D- and walls). Remove splatter where occurs and refinish to match Engineer. Install all anchors per manufacturer's instructions. 20000wpo^1: CodeIOESC� �� ' ( /'� 2. Utilities. The Contractor shall be solely responsible for all -Below 3 ft beneath pavements, slabs or 1784 in accordance with the requirements of A,�WA C900. original. Provide minimum embedment and spacing unless noted otherwise on 200aotieW^ _ `/ J 1999 Ur�9�f+Uniform firs Code(OUFq other temporary facilities Including all sanitation, water, structures Gaskets at connections shall be used per ASTM F-477 to seal 6. Slab edge projections for door and window sills, and those Drawings. Special inspection of anchor installation is required 1997 C`; Std9 f(h ell%xinktere? - electric, etc. Contractor to pay costs of all utilities until the In landscaped areas above pipe zone S 1% integral bell socket to the spigot of each joint. extending outside of building wall are to be smooth trowel finish. unless specifically noted otherwise on Drawings. 1997 UFC Sid 10-2(fire alarms) �RiZE _ Z time of Substantial completion. Landscape areas 90% 3. Concrete Manholes: Shall be fabricated per ASTM C-478 and Examine and remove all laitance or other foreign materials from 7. Light gauge steel 16 gauge and heavier shalt be formed from steel p�REVIEW APPROVAL DOES NOT A 3. Job shack. Contractor shall provide and maintain a job shack shall be 4P-inch diameter (minimum) with a 3-foot eccentric surface by grinding or other means. If roughness persists apply an of ASTM A653 Grade D with Fy--50 ksi. Light gauge steel 18 gauge CONSTRUCTION TO PROCEED IN VIOLA I 0 complete with lighting, ventilation, plan table, phone, and P10T`: cone over standard sections. Where manhole depths are not approved concrete/masonry filler to produce a smooth surface. and lighter shall be formed from ASTM A653 Grade A with Fys33 ksi. FEDERAL STATE-OR LOCALREGULATKY'I5, O facsimile machine. Job shack shall be maintained and kept clean and N Special attention to base rock and A C. Paving placed adequate for cones, use 8-Inch thick (State Highway) fiat top Apply clear sealer to all projection on surfaces following Detail and fabricate light gauge steel per AISI Standards. 11 RELIEVE DESIGNER FROM ANY LIAR 1 Li usable for Owner and Engineer. "Record set" (permit set) of against concrete at overhead doors to ensure proper compaction slabs. Use standard cast iron frames and covers for storm and manufacturer's directions• (See Division 7, Concrete Sealer,) C. WELDING RESPONSIBILITY. >» Contract Documents Including all addenda and revisions shall be Is achieved. use watertight standard cost iron frames and covers for 7. Opening edges in concrete walls to accommodate door or window 1. All welds to be made by certified welders to AWS standards with I�Z Q ova;loble In job shack. 2. Use lightweight, manually-guided compactors within 3 feet of sanitary sewers. frames shall be smooth and free of loose material. Examine E70XX electrodes. Contractor shall pay special attention to the Q� - ._ )ATE I. TEMPORARY BRACING 4. Corrugated Manholes: Shall be of the some material, gauge, surfaces, and remove loltance and foreign material. Apply approved mean4 and methods of construction they anticipate employing on the BY a all walls. 1. Contractor shall be solely responsible for the design and 3. Where conflicts occur between the above values, the highest and coating as the corrugated pipe. Manhole lid and frame concrete/masonry filler to fill any pits or voids and produce Project. Some welds shown as shop welds may need to be field welds CLAIR COMPANY, IN � Installation of all temporary bracing, shoring, anchors, etc., percentage shall govern. shall be constructed as to not directly bear upon the top end smooth surface. Apply clear sealer to all edges per Division 7, to aid erection. � (n r Including, but not limited to, wall and roof bracing, lifting and e. Initial compaction tests will be provided by Owner. Contractor of the corrugated manhole. Concrete Sealer. � �./ handling Inserts and devices, trench shoring, forms, eta shall be responsible for all re-testing required by tests not 3. Execution, F. CONTROL JOINTS AND EXPANSION JOINTS 2. Contractor shall consider construction loads whenever such loads meeting Specifications. Contractor shall assist In scheduling a. Sewer Clean-Outs: Shall be installed in the storm and sanitary 1. Provide joints in exterior walks as follows unless otherwise shown: = Z I , are in exceer, of normal design loads. Particular attention should all tests. systems where noted on Drawings (CO) and where specifically Heavy (3/4 Inch) tooled joint at 5 feet on center. I- O 1.1- be given to forklifts, workman, wheel loads, storage of materials, F. GEOTEXTILE required by the governing code. Clean-outs in exterior paved 2. Saw joints where required (see Drawings to be sawn prior to 0 etc. Contractor shall be solely responsible for all shoring, 1. Provide fabric (stabilization) where Indicated on the Drawings. areas shall be JOSAM 58860 heavy duty cast iron access box with cracking (Use Soffcut saw). Saw to 115 slab depth os soon as work V O Ld ( 1 bracing, cribbing, etc. required to support construction loads. Notify Engineer prior to placement. secured cover, anchoring flanges, and cast iron clean-out with can proceed without raveling. AII saw joints are to be filled with ! �J J. PROJECT HOUSEKEEPING 2. Material to be stabilization type fabric with minimum Mullen burst serrated cut-off sections and threaded bronze plug. Provide an a closed cell foam backer rod immediately following cutting of the C � U) O �I 1. Contractor shall keep site and adjacent pioperties, streets, etc., strength 300 PSI approved manufacturer/grades, MIRAFFI 500X, 18 Inch square by 6 Inch thick concrete pad around the clean- joints (same day). Backer r•od to be 3/8" diameter and installed l In Q clean and free of debris and organized to minimize effect on FIBERTEX (Grade 300) or as approved)• u* flush with the top of the slab. ' ;I neighboring properties and tenants. The btreets in particular 3. Area to receive geotextile fabric to be graded smooth without b Bedding: Bed all piping on a 4 Inch thick layer of sand or 3/4 3. Keyed joints: Where keyed joints are required or allowed, follow J . 9 � shall be kept clean of mud, rock, etc. abrupt elevation change so fabric will stretch tight and lay smooth Inch minus crushed rock. Inspection of the excavated trench by precisely the key configurations. Use premolded plastic keys only 2. Contractor shall provide access to the site a i safety barricades, over sub rade. Anchor so material does not wr(nkie or move durin the Engineer may provide for the use of compacted native if configuration is maintained. am etc. In compliance with all safety reci.irements and regulations and Installation of fill. Provide adequate workmen to Insure that g material for bedding. Provide Owner with deductive alternate 4. Doweled joints: Where doweled joints are required or allowed, take b `� ~ good construction practice. geotextile is kept smooth as work progresses. for use of native bedding material. Bedding shall be removed to precautions to maintain square alignment both horizontal and REvviv`�rf} C'l'T � IATL 3. Vehicular traffic inside the buildings shall be restricted to such G. ASPHALTIC CONCRETE PAVING the necessary depth for piping bells and couplings to maintain vertical. AII dowels material to be saw cut or ground smooth to JANUARY 2003 vehicles that are required to complete the work. Convenience 1. Proof roll subgrade to verify stability. Notify Engineer to contact of the pipe on the bedding for Its entire length. maintain cross-section at ends. parking of vehicles in partially completed buildings Is prohibited. observe rolling. Remove and replace all soft sports encountered r. Pre-Cover: Cover the pipe to a minimum depth of 5 Inches with M3 1 0 r1 � •,GALE PROD. N0. 4. Concrete slabs on grade shall be kept sufficiently clean to avoid with compacted suitable material prior to rocking. compacted send or 3/4 Inch minus crushed rock. Inspection of V the grinding and scratching damage. Whenever wheel traffic is 2. Base material to be select fill as specified above. the excavated trench by the Engineer may provide for the use of , NOTED 21,3007 required on the slabs or grade it shall be kept clean and free of 3. Check finished base rock for sloe before startin compacted native material pre-cover. Provide the Owner with IIairCOua p ravel and other abrasive materials and construction debris. P g paving. Notify deductive alternate for use of native re-cover material. yf YAC• RAwN CHECKED 9 Engineer before proceeding with paving If any site areas have p K. PROJECT CLOSEOUT Insufficient slope. (Less than 1 percent d Back Fill: AII bock fill for site utilities shall be placed In BGL HK 1 1. Record Drawings, 4. Asphalt paving to be Class C mix (ODOT), Class B mix (WDOT), layers and compacted as required by Division 2, FIII Materials '1 a. Maintain a record set on site during all phases of work. thickness shown on Drawings. Deliver and place asphalt paving in and Installation• HEET No I b. Accurately record o, field changes as they occur, Show all accordance with ODOT Standard Specifications unless otherwise e. Grading: Following back filing, grade trenches to the level of concealed cho,ges In the work and the final location of all approved. surrounding soil. AII excess soil shell be disposed of off- utilities. Underground utility as-built Drawings (marked ••o r Slope all asphalt paving minimum 1 percent to drainage (unless site, unless otherwise directed by the Engineer. 1 O blueprints) shall be submitted as soon as the work is completed otherwise shown on Drawin s . VLMK PLOi DATES: I and not later than the re uest for a ent for the work. g ) 4/21/200, 12:51.49 hilll q P ' 5/8 2003 13:31.36 billl Pacific Hwv. 13545 c. Deliver "record" set of Drawings to the Engineer on day of final 5/3b/2003 10:49.10 kurtn BUP2003.00435 completion. 203007 23007AIO.dw 7 15 2003 13:51, 5 bllll 19 of 24 �,L,VCG- ��IMfT- �FrP, SST 7��103 .. -.M ,®IrrMeM,rMAIMrfR a+ti•M,w••,..._.. .. ,,:. r-r..+,,,air-.�- _ SIM .......... . y.•.:..sa.<t:.?`•yNNw I've,-,..•.-;.1.f". �•7,5.�L'�h ,.,:*",:^,,Y ..,"-r";"�19Ri , 1R1' .•..: -.«.rr,..,.r..r...._......,n.-.. .. :: .. ., NOTICE. IF THE PRINT OR TYPE ON ANY I I i III I I1 III III I i I I I III III III I I III III I Il I iT III III III I I III III III III I I!I I i I III I I III III III I I i III III III I I III III III III III III III III III III III I I til i � i �Ii � Ii � i4i � i � i i I ! i iI i i �I i i i IMAGE IS NO-T AS CLEAR AS THIS NOTICE, -- - - --,---- _- .-1 -1 �-- ----- -6�--__I _ I_____ I �L I �L� I �0 ---I 1L- J { i� /� Z65 IT IS DUE TO I HE DUALITY OF THE _ _ __ _ __ _ __ _ _ - ORIGINAL DOCUMENT F Ly 8 LL 9Z Z 6 t3 6 iC L 8T 8T 6 t 4i i ST ZT Ti T 8 L U 9! fi Z imrue � j � II� �t oo�� II�III I Ijllllllllli'ull lll Illl!llll IIIIII�LII""11 111i1�1 IIIIIIIII I�IIII IIIIIIIII�IIIIIIIII�IIII illllllll IIII�II►,I IIillil I�IIII�II II IIII�IIIIIIII;1IUI llllllill llllllll llll�lll Ul ll1 iIIIIHIII �Iilllllll�l�ll�lllllllll�l III � II ;t,; DIVISION 8 - DOORS AND FRAMES �� D. SHOP FINISH B. MEMBRANE ROOFING DA. HOLLOW METAL DOORS AND FRAMES 2. All colors and sheen as selected. Conform a UBC Flame Spread 1. Shop prime all exposed surfaces (not to be embedded in concrete) 1. General with Red Oxide Primer. a. Provide a complete 4 ply fiberglass built-up roof system base, 1. Manufacturers requirement. Provide up to five 5 foot wide full building, 'height paint-outs of exterior wall showing all colors for Engineers 2. Do not point metals within 1 inch of areas to be welded. 2 ply and cap) with all necessary accessories. a. Amweld, approval before Storting work. 3. Touch up point in field at welds or location where point has been 2. Quality Assurance b. Steelcrsft, 3. Exterior: removed or damaged. a. RoofingSubContractor to be certified b roofing system C. Republic, Y 9 Y Metals, Ferrous, Galvanized: prime: one coat rust inhibitive 4. Any steel inserts protruding from concrete work to be ground flush, manufacturer. d. CECO a. primer (omit if shop primed or prepainted); two coats exterior primed and pointed. b. SubContractor to scl•edule on-site reroofin conference with e. Curries P 9 Alkyd Enamel, Semi-Gloss. Paint all weather exposed faces of E. STEEL JOIST Contractor and Engineer prior to beginning installation. Roof f. As approved. 9 P 9• 9 flashing. .refinished flashing on inside parapet walls (not 1. Steel joists shall be designed, fabricated and erected per SJI diaphragm nailing to have been reviewed and approved by 2. Frames: visible from ground) do not require paint, Standard Specification Engineer, a. 18 gauge full depth of wall with v.e.ded :.orners and anchors to b. Hollow Metal Doors and Frames. Remove any rust or scale and N 2. Comber oil joists with standard cambers in accordance with the C. Owner may employ roofing inspector. SubContractor to coordinate suit wall structure. 1 Y P Y 9 P spot prime os required. Two coats Exterior Alkyd Enamel, Semi z above standard specification unless noted otherwise on Drawings. schedule for inspectors visits. 3. Doors p a. 20 gouge Flush Gloss of all surfaces. 3. Provide bridging in accordance with the above specifications. Do d. 5ubContracto and system manufacturer to provide a minimum 2 9 9 panel banded to non-warping core. Mortised and rn i renforced to receive hinges, locksets and closer Provide C. Gypsum Soffit - Painter. One coat 100 percent acrylic latex �- 5 not use slotted holes in bolted connections unless approved by year unconditional written guarantee against all defects In g alkali proof primer-seol. Two coats 100 percent acrylic latex w W Engineer. materials and/or workmanship, exterior door with closed top and sealed. paintlow gloss. Final coat to be rolled on (sprayed and = , 4. Provide shop drawings and calculations that indicate joist sizes, 3. Material and Application b. Mir:mum insulation value R-0.20 for exterior doors. N loading, member sizes, pan4. Finish. backrolled at Contractor's option.) Mask or cut to Insure el point locations, cambers, bridging and o. Class A or B roof system 4 ply, fiberglass, white mineral cap straight, smudge-free lines of point pattern edges. any other information that may be pertinent to +he job. Shop sheet. a. Factory baked on primer. Paint as noted on Drawings. d. Concrete Masonry Block, Stucco, Exterior Walls, Elasto eerie Coating: L drawings shall be stamped b an engineer registered in the State of b. Approved manufacturers and assemblies. B. METAL FRAMES - INTERIOR ONLY ,. 9 P Y 9 9 PP 1. Blc^k Filler: Provide block filler material that is in Oregon. 1 Conylas NU-24A-CAP 1. 18 gauge knockdown door frames with interlocked corners full depth w 5. Provide inspection report prepared b the product engineer 2. G&S Roofing A-4-M-3 of wall with snap attached metal casing trim. Frames to be Timet rec,imcorrpen with subsequent Elastomeric Coating finish to Z P P P P Y P 9 9 9 Y rerummended by manufacturer. Provide one coat of block tiller z certifying that the joists have been fabricated according to the 3. Schuller/Manville 4 GNC or as approved. Frames to be labeled if noted at door schedule. a Frames a be factor finished in color selected from full ran re a rote of one gallon per 75 square feet of wall area, or as z design assumptions and requirements. Report is to accompany the 4. Tri-Ply N-4-82P-M Y ge• recommended by manufacturer. �' joists on delivery to the project. 5. Intec/Permaglos M-B4TP-N 2. Re-light and sidelight frames where indicated on Drawings tc he of o 6. Joist erector shall exercise extreme core during erection of joists 6. Malarkey M4-WU-AHA-H matching type and profile with screw attached hollow metal stops. 2 Elastomeric Coating: Two costa of Acrylic Elastomeric to prevent the joists from buckling laterally. Use spreader bars C. All work shall be in strict accordance with manufacturer's Match finish of door frames. Coating. Total dry film thickness not less than 15 mils, or for lifting joists and provide lateral bracing as necessary. recommendations and os further required in these Specifications. C. WOOD DOORS as recommended by manufacturer. 1. 1-3 4 inch thick solid core or e. Concrete Masonry Block, Interior wall,.: I 7�,! �Remove any damsged joists from the job site. Do not attempt to 4. Installation: (Standard wood roof membrane) / particle board core as shown on 1. Block Filler: Provide block tiller msteriol at o rote of reinforce damaged joists. a. Base sheet to be mechanically attached to roof deck. Only an Drawings and reinforced for hardware. Premium grade stain grade) one gallon per 75 square feet of wall area, or as recommended F. STEEL FLOOR DECK approved base sheet ms be used to prevent adhesion of base I mahogany or birch face with hardwood edge bonds. D-xs to be + Y ply by manufacturer. 1. Steel ;tear deck to be Verso or prior approved equal. Deck to deck. Do not use ply sheet as base sheet. labeled if noted at door schedule. 2. Elastomeric Coating: Two cools of interior alkyd enamel properties and capacities shall be verified by a current ICBO b. During months of November thru April, substitution of modified D. STOREFRONT paint, semi-gloss finish. ci report. bitumen base sheet is acceptable ' u roved b Engineer and 1. Framing system: Kowneer 451 Trifab ll, U,S. Aluminum center glaze z 2. For unshored construction use minimum three span Ia PP Y g or as approved. 2 inch x 4 1 i Wnod Trim: two coats semi-transparent ,il base stain - p yup unless system maiwilocturer. Obtain wri,te•i approval from Engineer PP /2 inch mullions. Class ? Clear Cuprinol, Olympic, Cabots. otherwise noted on Drawings, prior to startle Installation. anodized finish. 9 g Copings: two coats exterior alkyd enamel - semi-gloss , 3. Depth, gage and attachment to be as shown on Drawings. C. Staple tape attachment of boss sheets to comply with SENCO or 2. Doors: Kowneer, U.S. Aluminum or as approved. Narrow style door. q,fJ F¢(p 4. Deck and all accessories shall conform to ASTM A653 - SS BERRYFAST Systems comprised of 114-inch widen on toe and 16 Furnish complete single acting entrance with ADA approved 4. Interior: S4% �J'r/ 9 au a eta les with 7 16 pinches Nide crown end 7� inch.e s. p p sh/pulls, closer and weatherstripping. o. Gypsum board finished areas, except water-resistant Two coats �� (31f1EF,9 "f Designation, Grade 33. threshold, offset fuels, u gouge P / 9 of latex acrylic paint, eggshell. Gypsum board, water 5. Deck and oil accessories shall be galvanized in accordance with Minimum fastening to be with staples 9 inch on center at tapes Remainder of hardware as specified in finish hardware schedule. e: 17.352 s resistant. One coat acrylic primer, two coats interior alkyd 3. Installation: ASTM A924, Class G60. along each edge !and centerline of each felt strip. enamel, semi-gloss. L 6. The metal deck supplier shall provide closure plates and all d. Fastener number shall be increased 50 pe-cent within 12'- 0" of a. Installer to examine concrete surfaces to receive storefront for A P b. Wood doors, frames and trim: First coat stain, two coats miscellaneous light gage metal necessary to complete the work. roof perimeter edges and 20' - 0" at corners, and within 20'- 0" roughness, loose material, laitance and that opening edges have lacquer or varnish. „GREG Nd 7. All welding to be in conformance with AWS-D1.3. x 20'- 0" area of roof at projecting building corners. been filled and sealed. See Division 3, Concrete Finishes for + 1S LZ 9q► .Q P 1 9 9 C. Metal Doors and Frames: Spot prime as necessary, two coats 1 Y 70 r 8. Deck is to bear o minimum of 2 inches at all supporting members. 5. Provide two additional reinforcement plies plus cap at all conte, patching and sealing requirements, Notify Contractor of defects Alkyd Exterior Enamel, Semi-Gloss. �f'4 ,f` I 9. Hangers supported by steel deck with concrete fill shall be curbs, vents and scupper openings, observed and obtain correction before starting installation. . yAi O PPd. Note: Color of metal registers, grilles, ladders, railings, �„ installed usin ICBO approved anchorage systems. Such hangers may 6. Before laying base sheet, cover oil exposed metal tie straps with a Allow time to curing of fillers and sealers required. 9 PP 9 Y 9 Y Y 9 P electrical cabinets, piping, conduit, etc., to match adjacent be used to support ductwork (54"x16" max), piping (4" diameter max) piece of cop sheet material (granular face down), b. Provide metal shims at perimeter frame to maintain a 3/16 inch - !OI rn� surfaces. - l or ceilings. Larger ductwork or piping shall be supported by 7. Cop Sheet Installation: 5/16 inch sealant bead between frame and abutting surface. C. ACOUSTICAL CEILING SYSTEM structural beams or columns. n. The ca ;heet shall be installed according to manufacturers C. Provide continuous sill flashing to match storefront. Set in P 9 1. Armstrong Cortege or as approved, nun-directional fissure pattern, G. LIGHT METAL BEARING STUD WALLS requirem-nts printed instollotion instructions. N) cap sheet double sealant bed. Provide 'Tremco Expando-Flash" flashing of 2'-O" x 4'-0" with -oshable latex point, 5/8 inch thick, metal T i. All products ore to be manufactured b g.the current members of the shall be installed when outside air temperature is less than Joints in flashing. E P bar, exposed, pre-finished white, cn m o E Steel Stud Manufacturers Association SSMA). Installation shall be manufo:turers specified minimum. d Provide aluminum end dome at hood and sill channels. Seal 2• Protect files from moisture or high humidity. u i "D Y o in accordance with the current ICBO report (ER-4934P). b. Delayej Installation: When weather conditions at the time of Joints around dam and over attachment fasteners. Provide splice 3. Suspension system shall conform to ASTM C635 and be installed In 3 rn E Y 2. Steel stud framin shall be installed in accordance with ASTM C754. roofing do not allow for the installation of the mineral surface sleeves and sealant at expansion joints. g 9 accordance with ASTM C635 and U.B.C. Standard No. 25-2. Installer �+ - > E 3. Metal stud wall tracks are to be attached to concrete floors with ca sheet at the some time as the base I sheets or in e. Install backup rod at perimeter sealant int, Continuous) r.i .� P ply la Y shall install a lateral bracing system according to the ab.)ve r4 r`, � minimum 0.145-inch DIG. X 1 inch penetration powder-driven accordance with manufacturers rt uirements, the installation of seal joint between perimeter frame and abutting wall. Do not sc P P 7 standards sand per detail on Drawings. CD rl�0 E fasteners spaced of 24 inches on center. the cap sheet shall be delayed. vela ed installation shall spread sealant onto adjacent wall or frame face. Do not plug o O > Y Y D. FLCOR COVERING (See Finish Schedule on sheet A-4). 4. Unless otherwise noted in Drawings. metal studs are to be 6005137- proceed only when roof is re-ins erted and approved b the sill weepholes. Do not seal joint between sill flashing and 9 P Y P PP Y DIVISION 10 - SPECIALT1Ee 43 sections with minimum section properties (gross) as follows: Ix Engineer. Generally, it will be required that the cop sheet storefront sill member. A. TOILET ROOM ACCESSORIES 2.042 inches "4, Sx - 0.681 inches "3 and A - 0.413 inches "2. installation begin only after 7 days minimum dry weather and 4. Quality assurance: 1. Manufacturers: M Studs to bear on full width of top and bottom track. good drying conditions. a. Submit shop drawings showing all reinforcement attouhment and o% Y 9 a. Bobrick 5. Stud spacing to be 16 inches on enter or as indicated on Drawings. C. If ca sheet (s delayed not installed the same time as base edge conditions for Engineers approval prior to foorleation. (' tJ1 � P 9 9 P Y ( b. Parker b. Guarani water w 6. Wall coverings to be attached per UBC Table 25-G or Table 25-H. plies) apply an asphalt flood or laze coot of the rote of 15 Guarantee ate and eathertightneas of assembly including PP Y P g 7. #8 Gauge screws to be used to connect metal framing except as noted Ib/spit. Glaze coot installation shall occur at the some time as frames, edge sealant and glazing for two years. C. Accessories Specialties, Inc. on the Drawings. Welding is acceptable where Indicated in the base I installation C. In the presence of Engineer and Owner's representatives, spray 2. Mirror (wall hung lavatory) 24 inch x 36 inch. Stainless steel IY m g 9 P ply non-removable frame. - W r`+ Drawings. !! welds of galvanized steel shall be touched up with a C. SHEET METAL AND FLASHING test oil units to demonstrate weathertlnhtness of complete H r- installation. Utilize full caesura stream from domestic water 3. Mirror (counter mounted lavatory) 36 inch high x length of counter. M zinc-rich point. 1. Fabrication and Installation of sheet metal items to comply with P Stainless non-removable frame. W 8 Galvanized coating to be G60 minimum. SMAONA Architectural Sheet Metal Manual latest edition. hose and nozzle, directing steam at head, sill, jamb and mullion J r DIVISION A - CARPENTRY members from 4-foot distance, perpendicular 4. Soap dispenser (wall hung lavatory) c 2. Copings: Typical copings to be 24 gauge galvanized pre-painted p p dicular to glazing face. o. Bobrick 8-211?. or as approved at sect, lavatory. � Z rn A. ROUGH CARPENTRY with factor applied thermosetting acrylic, color as selecteJ, or Allow a minimum of 30 second duration for each 4 foot section of a I Y PP 9 YI 5. Scop dispenser (counter mounted lavatory) 1. Lumber species and grades to be as follows unless otherwise shown painted as noted on Drawings. window or storefront. Mark all observed leaks, correct defect 9 a. Bobrick B-8221 or as approved of each lavatory. O on Drawings: `per Uniform Building Code) 3. All down spouts, flashing, vents, etc., to be 26 gouge or as �-.�ted and schedule retest for verification of correction ,9 9 9 6. Towel dispenser: Z . o. Joists, beams and stringers 6 Douglas fir 2 on Dra.vin s, galvanized and she rimed or pre-painted. E. GLASS 9 9 # 9 9 P P P P o. Bobrick B-262 or as approved. One per restroom, or as shown. inch nominal and greater Douglas fir #1 4. Through wall scuppers to be 24 gouge stainless steel, Seal joint i. Storefront and Windows: 1 Inch Insulating glass, tempered where Q Z 9 9 1 7, Towel disposal: c b. Bucks, Blocking, Bridging and Doug. Or Hem fir 3 to wall all Ground. Visible required b code. 9 g 9• # portion of scupper to be painted after q Y One per restroom Bobrick B-279 or as approved. . Mise. installation. 2. Exterior Glazing color: Grey tinted unless noted otherwise on a. U W 'a c. Stripping Doug. Fir 3 5. Contractor to Drawings. 8. Sanitary napkin disposal: PP 9 9• N guarantee water tightness of roof flashing, copings g o. Bobrick B270 or as approved. One per water closet. a d. 2 x 4 studs Doug. Fir studs and scuppers for o minimum of two years. 3. Doors: 1/4 Inch tempered. Color: Clear or tinted to match or e. 2 x 6 stur's Douglas fir #2 6. All sheet metal work to be installed in manner to maintain weather windows. 9. Toilet paper dtspenser: lose in doors. a. Bobri':k 8288 or as approved. One per water closet.i fl re No reflective f. Sills, Ledgers, Plates, Pressure Treated Hem fir #2 tightness and provide o finished, smooth, unwrinkled appearance, 4. q 10. Grab bras: Stainless steel 1 1/2 inch diameter, 36 inch long at v Stripping, etc. in contact with Provide concealed cls at front outer face of copings. 5. Ratites: 3/16 inch clear, tempered where required Ly coda. � P (outer) bock wall, 42 inch long at side wall. Provide with support backing C concrete and wood curbs 7. Joints to be standing seam co 6U-Factor: maximum bassembly i054 d at s, flat lock seam at back wail . uy ssemy s . per energy code.copings,9 in wall at accessible water closet stall. a, g. Posts, columns (sawn) Douglas Fir #1 flashing. Joints at scuppers and leader heads to be fully 7. Shading Coeffienient: maximum of 0.57 per energy code. B. SIGNS h. Roof,- floor and wall sheathing to be APA rated sheathing, soldered. Where required for thermal movement of other flashin 8• Glass to be safety glazing at the following locations: a 9� 1. ENGRAVED PLASTIC DOOR PLAQUES: Follow requirements and uqe Exposure 1, conforming to APA Performance Standard PS 1-95 and lap 3 inches and seal with Vulkum sealant. o. All doors. > except NER-108. See Drawings for required thickness of sheathing D. METAL ROOFING AND SIDING b. Glazing within 24 inches of doors. materials as required to comply with current ADAAG standards. P 9 q 9 Place ADAAG disabled symbol at all accessible toilet room doors per a and/or span rating. Install roof and floor sheathing with long 1. Roof and siding to be pre-finished performed standingpanels c• Panes over 9 square feet and less than 18 inches above the floor jurisdiction requirements. Manufacturer's standard 1 inch high Id dimension perpendicular to supports unless otherwise noted. Use with fully concealed and covered attachment. G.H.P. Steel Buildin and top edge over 36 inches above floor and within 36 inches of Building letter style with message as indicated below: 3 spacer to provide 1/8 inch end and edge joints (1/4 inch for Products, U.S.A. standing seam system, or as opprawalkway. All Y• o. Men's Restroom rn umbo panels) whenever sheathing is exposed to wet weather. Fill flashing and edges shall be of matching material with same gouge F. OVERHEAD DOORS 1 P ) 9 P 9 9 9 9 9 b. Women's Restroom any joint spacing over 3/8 inch unless otherwise approved b and finish. i. Steel sectional door: 20 gouge 2 inch thick, flush sections, high Y C. Janitor cn Engineer. Install 2x4 or thicker blocking at unsupported r,ints 2. Panels to be 26 gouge galvanized steel, roll formed to 1 inch lift. Rails to overlap or be rabbeted for complete weather o\ 9 9 PP 1 9 9 9 2. POST-MOUNTED ACCESSIBLE (HANDICAP) PARKING• SIGNS: See DIVISION 2, in wall sheathing. Block roof or floor sheathing where noted on minimum standing seem and lop spr,ced 19 inches on ce,-,!Tr. Form tightness. Door tracks to be maximum height allowed by roof ACCESSIBLE (HANDICAP) SIGNAGE. n1 Drawings. ends of pmels to provide watertight flashing lap at walls, siding structure. 3. At all exterior pedestrian doors that are not pert of accessible I. Gypsum sheathing to be 1/2 inch thick asphalted gypsum board. intersections, hips and valla Sealant to be compatible with 2. Doors to be full glass as shown on exterior elevations. P volleys. P route to building, provide sign mounted on door with legend: j. Glulom beam"; fb - 2400 psi, E - 1,800,000 psi per AITC 117 panel finish and match color. 3. Doors to be operated with smooth link chain. Chain to be free of ACCESSIBLE ROUTE in 3 inch high letters and directional arrow specification. 3. Finishprotrusions. Furnish chain anchor to hold door at any height. Finish to be of color selected from manufar,[ure.�s full range. toward nearest accessible door. Simple spans combination 24F-V4 System to consist of .2 Mil baked-on c;.ax base coat with .8 Mil 4. Minimum component U-Factor 0.20 for exterior doors . Cantilever spans combination 24F-V8 finished with epoxy rimer and I;ar er coot. 5. Counter-balance with torsion spring. Spring type stops. DIVISION n - EQUIPMENT P P Y P A None Submit she drawings. 4. Fabricator and installer to jointly guarantee weather and water 6. Locking device: dead bolt each jamb with padlock provision. P 9 1 Y 9 DIVISION 12 - FURNISHINGS k. Paralfam (PSL) beams: All PSL shalt be manufactured by Trus Joist tightness of entire assembly for a period of two years from date of 7. Finish: zinc coated and factory primed. A. None MacMillan. Fb = 2900 psi, E = 2,000,000 psi, Fv = 290 psi. substantial completion. 8. Weather-stripping. Full bulb type seal at sill. P P P DIVISION 13 - SPECIAL CONSTRUCTION 1• Timberstrand (LSL) studs: All LSL shall be manufactured by Trus 5. Submit shop drawings for approval showing all panels, joints, seams G. OVERHEAD COILING FIRE DOORS A. None Joist MacMillan. Fb - 22.50 psi, E = 1,500,000 psi, Fv = 400 psi. attachments and flashings. Fabricator to provide attachments 1. Furnish overhead coiling units and all associated hardware by some P P P 9 P manufacturer for the entire project. DIVISION 14 - CONVEYING SYSTEuS m. Microllarn (LVL) beams: All LVL shall be manufactured by True - sufficient to resist wind uplift. p J t. Provide Factory Mutual label A. None Joist MacMillan, Fb - 2600 psi, E - 1,800,000 psi, Fv = 285 psi. 6. Install panels over 30 pound asphalt impregnated felt lapped 4 and UL label for rating as Indicated on Drawings. DIVISION 1A - MECHANICAL 2. Provide fire blockin as required and blocking for all specified inches at all seams. 2. Door Curtain: 22 gauge minimum thickness, roll formed, prefinished 9 q 9 P A. GENERAL wall mounted Items includingcabinets, door stops, etc.. E. CAULKING AND SEALING galvanized steel sheet, baked enamel finish. P 1. Provide complete and fully operational heating, automatic fire 3. Connectors: 1. Caulk all joints between concrete panels, wood sidin panels, 3. Hardware: End locks, Steel Reinforced bottom bar with vinyl 9 P , sprinkler, plumbing and gas systems to serve building in compliance a. Tie straps, framing anchors, hangers, stirrups, column caps, dissimilar materials, and around all door and window frames and all weather seal assembly, roll formed steel curtain jamb guides and 24 with criteria noted herein and all applicable codes. column bases, etc., to be Simpson as detailed, or as approved. oti,er locations as required for weather tightness. gauge steel hood with finish to match curtain. Prime coot miscellaneous steel. Fully nail according to 2. Applier to examine joints prior to installation. Remove foreign 4. Counter Bslance: Adjustable steel helical torsion spring housed in 2, Bidder to be responsible for design, sizing and layout of systems. manufacturers schedule using largest size shown. All beams and material and moisture. Proceedingwith work signals acceptance of steel pipe barrel supporting the curtain with sealed or self Provide accurately scaled drawings for review and code approval. 9 P Obtain permits and approvals prior to beginning any work. Complete joists not bearing on another member to connect with U type surfaces. lubricating bearings. energyanalysis forms required b prevailing hanger unless otherwise noted on Drawings 3. Provide backup vin or rubber filler rods on all joints over 3 8 5. Manual lift operation with counter balance to limit operation to 25 Ya q Y P e jurisdictions. 9 9 P YI 1 / 3. In submitting o bid for this work, bidder certifies that system b. Nailingall nails specified in the Drawings to be common nails inch in depth. Backup rods to be minimum of 1-1 2 times joint pounds, Provide steel lifting handles and braid nylon pull cords P 9 P P / 1 capacity will meet design criteria and codes and that all equipment unless otherwise noted. All nailing shall comply switch UBC width. Comply with caulking manufacturer'` recommendatons. nt each side. and labor for work is included in submitted bid, and that entire Table 23-II-B-I, Wallin schedule. Obtain Engineers � `oval of 4. Caulking color to match adjacent materials. Obtain Engineer's 6. Automatic Closure b Thermally controlled fusible links of 165 9 9 � P 9 ) 9 installation is in compliance with codes and acceptable standards. all proprietary nailing systems. color approval prior to ordering. degrees. Fusible links to be located in accordance with 4. The selected bidder shot. be responsible to coordinate and obtain C. Nails at roof and wall diaphragms to be driven so that their 5. Apply exposed caulking after painting or mask caulking beads to manufacturers instructions or per NFPA 80. Operation mechanism all serving utilities for equipment and make all required head or crown is flush with the surfar:e of the sheathing. Check prevent painting over except as noted at exterior plywood siding. shall not be disengaged during automatic closing. Rate of decent connections. and re3ink if needed, immediately before roofing. Verify compatibility with paint If caulking applied after. to be controlled by a governor. 5. Entire installation to be guaranteed for not less than one year 4. Delivery and storage: 6. Materials: 7. Door operation to be tested and witnessed by Engineer and Fire from date of final completion of project. a. All lumber and sheathing delivered to the site, shall )e piled o. Concrete and mason` wall joints: Low modulus, two-part non-so Marshall. Ioff the ground and properly protected against weather. Polyurethane rubber. H. FINISH HARDWARE 1. Provide cc,;culations of heating equipment sizing, using ASHRAE 5. Notify Engineer for observation of roof sheathing noilin•j. Obtain b. Door and window frames: Silicone rubber, non-acid, porous type 1. MATERIALS procedures. Show on drawings or attach calculations to oil sets. Engineer's approval prior to starting roof installation. at joints abutting concrete or masonry, acid non-porous type a. Butts - Stanley 2. Iio,atinq criteria: 40 degrees Fahrenheit inside at 10 degrees 6. Cutting and notching of joists not allowed. 1 inch dlometer hole elsewhere. b. Closer - LCN Fahrenheit outside, may be drilled in the center 1/3 of the member deptr, All other C. Penetrations at fire walls: 3/8 inch gap around penetration, C. locks - Schloge, Levan or Rhodes Design 3. Provide all required electrical connections, gas connections, shut holes to be approved by Engineer. provide safing insulation and fire caulking, Thermafiber (USG) d. Flush Bolts - Ives offs, regulators and exhaust flues through roof. 7. Studs may be notched in the lower 1/5 of the height of the stud for or approved, e. Cylinder - Schloge 4. Adjust and clean units and controls at completion of Installation, electric and plumbing pipes, but no part of the notch Is to be F. CONCRETE SEALER (at window/door openings and slab edge) f. Stops - Ives Provide operation manuals to Owner prior to completion. deeper than 25 percent of the width of the stud. Holes of 1. Silone clear sealer with minimum 15 percent solids. g. Thresholds & Weather strip - PEMCO C. PLUMBING diameters up to 1/3 of width of stud may be drilled in the stud. 2. Manufacturers: h. Push pulls & Kick plates - TICE 1. Design and provido domestic cold water and sanitary system to serve B. FINISH CARPENTRY a. Bridgetech 1. Coordinate butt size with requirements of Knock Down Frames. buildings. Installation to be per layouts shown on Drawings and 1. Wood door frames and trim (interior): B.G. Hemlock-Fir, C ane b. Thoro Systems J. All hardware to be U.S. 26D (626) finish (Satin Chrome, except include •71r required connections. better, K.D. C. Prior approved where otherwise noted, 2. Domestic water lines within buildings to be Type L hard copper per C. CASEWORK 3. Apply to all opening edges in concrete tilt-up panels for doors and 2. KEYING ASTM B-88 above slab. Install lines tight to bottom of roof 1. SUBMITTALS: windows, prior to frame installation. a. Lacks of all doors shall be master keyed to a single system. framing. Provide tee and globe valve for each future office o. Submit shop drawings of all casework and obtain Engineer's 4. Coordinate with point manufacturer to verify adhesion between paint b. Prepare a keying schedule and coordinate with Owner prior to buildout as indicated, approval prior to starting fabrication. Verify dimensions and and concrete sealer, prior to applying. keying locks. 3. Sterilize and flush potable water piping prior to completion per indicate discrepancies on shop drawings. 5. Coordinate with window manufacturer to verify adhesion between C. Provide a minimum of 2 marked keys for each lock in buildings, AWWA M20. Adjust pressure regulators as required. 2. CONSTRUCTION window caulking and concrete sealer, prior to applying, each master and grand master. Deliver keys, with permanent D. NATURAL GAS SERVICE 33a. All casework shall be shop fabricated, plastic laminate faced 6. Notify Engineer of any discrepancies as to where application is keying schedule showing key marks and doors operated, to Owner 1. Coordinate with servicing utility company and arrange for gas with matching PVC edge banding, required, prior to occupancy. service, meter and regulator. Provide capped tees for future 3. MATERIALS G. INSULATION - FOR ROOF INSULATION SEE ROOFING ABOVE 3. HARDWARE FOHEDULE See Drawings) a. Countertops: C-C lu ed rade I ( ) ( g ) meters for tenant service steel required. p (p SISI ) g plywood or particle board, 3/4 1. Exterior wall and soffit insulation; Fiberglass blanket with R- 2. Interior Systems: Black steel Schedule 40 ,ipe with threaded inch thick. value as shown on Drawings match wall thickness: 2 x 4 - R-11, 2 DIVISION 9 - FINIm1E 9 ( fittings. Shut-off valve at each component. Verify pressure with wo b. Vertical surfaces and shelves: Particle board per CS-236 Type x 6 = R-19). Blanket to be faced on conditioned side with Kraft A. GYPSUM BOARD serving utility and modify line sizes as required. i, Density B, Class 2 mat formed 3 ply construction, barrier where covered. 1. Interior board: 5/8 Inch thick, U.S. Gypsum or Kaiser. _DIVISION 18 - ELECTRICAL C. Plastic laminate: High pressure: Colors and texture as 2. Interior Insulation: Unfaced fiberglass blanket (faced where a. Water resistant board: provide at restroom wails and within 4 A. GENERAL 4< selected per NRMA LD3. separating conditioned space from non-conditioned space) to match feet of sinks. 1. Design and provide fully coerational electrical system to serve ?- d. Vertical surfaces and shelves: GP28 wall thickness at following locations and as noted on Drawings. b. Type X Board: at firewalls, separation walls and demising walls building and site as descri;hed here, indicated on Drawings and as 0Q e. General purpose horizontal surfaces: Surfrces GP50. a. Office perimeter walls abutting lube shop space. and as otherwise indicated. required by applicable codes rind serving utility company. Verify I f. Backing: Laminate manufacturer's stamclo-d balancing sheet. b. Restroom walls, 2. Gypsum soffit board: United States Gypsum Exterior Gypsur- Board, service requirements of project and utility company prior to .311 g. Cabinet Interiors: Melamine covered parti;le board. Color NOTE: Where faced insulation is required, vapor barrier to be 1/2 inch thick. bidding. � T (white) unless directed by Owner otherwise placed toward conditioned side of wall or ceiling. 3. Accessories: Provide metal corner beads and fasteners as required. 2. Provide suitable electrical service for lighting, outlets and 1 4. HARDWARE H. VAPOR BARRIER Provide square metal edge beads at all exposed board edges and mechanical equipment as provided in this project. T a. Hinges: Blum 75M 5-580-125 self closing hinge or approved 1. Detached Reinforced Polypropylene Vapor Barrier: NAIMA approved, where abutting dissimilar materials. 3. Installation shall comply with the latest rules and regulations of equal. composite polypropylene-scrim-kraft vapor barrier complying with 4. Provide metal L' bead at sill to storefront connection and caulk. the codes (including, but not limited to, the National Electrical rT1 C- b. Pulls: Stanley 4483 1/2 (US26D) or approved equal• applicable provisions of ASTM C 991, Type 1, and as follows: 5. Provide 3/8 Inch gap at all fire wall penetrations for caulking. Code, National Fire Code, Life Safety Code, Uniform Building Code, C. Shelf Clips: Metal spade type. a. Product: Lamtec WMP 10, or as approved. 6. Fin;sh Occupational Safety and Health Administration) of the state and LL d. Drawer slides: Blum 230M 3/4 extension, Blum 430E full b. Width: 96 inch rolls or maximum available. a. Tape, fill and surd for smooth finish at ail soffits and local authorities having jurisdiction and service utility AQ U extension. C. Color: White. interior exposed surfaces except as noted below. companies, The Contractor shall furnish, without extra charge, anyQ 5. CONSTRUCTION d. Surface Burning Characteristics: Maximum flame spread and smoke b. Interior wails at warehouse, electrical and riser rooms and additional materials and labor that may be required for compliance o. Flush overlay per AXI. Modular Casework Standards 16008, C and developed values of 25 and 450, respectively. walls above finish ceilings to be fire taped only, with these laws, rules and regulations, even though the work is not ;Z) CLQ D Provide 4 inch high plastic laminate covered splash where 2. Tape for Vapor Barrier: Pressure sensitive tape of type B. PAINT mentioned in these Specifications or so shown on the Drawings and � F- toibb abut walls. recommended by vapor barrier manufacturer for sealing joints and 1. Manufacturers: shall provide and pay for all permits required. 0 I penetrations in vcipor barrier. a. Pittsburgh 1 U+ DIVISION 7 - MOISTURE PROTECTION AND INSULATION 3. Attached Vapor B•irrier (Integral with Insulation) b. Miller 1. ROOF INSULATION - FIBERGLASS BATT SYSTEM: a. Product: Foil or Kraft Paper C. Rodda I o. Testing: Do not install roof insulation under plywood until b. Width: To match stud or joist spacing d. Pratt & Lambert �4 T 0 L1_ C. Maximum flame spread and smoke developed values of 25 and 450, e. ICI Dulux I framing and plywood moisture content is less than 15 per-ent. I- (•D Moisture content to be tested and certified by independent respectively. f. Olympic 3 w testing facility, Test to be performed upon plywood, sub 1• BITUMINOUS DAMPRCOFING 9Sherwin-Williams U O Of purlins and purlins in minimum of four locations on roofs up to 1. Provide at all wr,lls where finish grade is above interior finished " In O 20,000 square feet with additional test location for each 5,000 floors and whe-a shown on Drawings. Extend from top of footing to PLAN REVIEW APPROVAL LLJ square feet of roof area. Certification to be received by line of finish grade. FOR COMPLIANCE NTH APPLICAKEPORTpNSOF U-) n Engineer prior to start of installation, 2. Material to be semi-fibrate type mastic compound per FS SS-A-694, 1990OnepmStrueturMSpowilyCo*(OSSC? ;0 of (1 Celotex, Flintkote, Sonneborne or as approved. 1999 Oregon Mechanical code(OMS(q c L17 Q IL b. Material: Fiberglass butts with R-value as shown on Drawings PP 2000 OregonPk"WV + with separate white vinyl vapor barrier at conditioned side, 3. Begin only after substrate and penetrations are completed, Apply 20ooCHegonetectr+c+el by ya(DE� l o O 1 fi �r� I_ ( n damproofing in weather conditions meeting manufacturers published 19r�J 1 , r- r-- �J ) unless otherwise noted. Use Insulation thickness to match sub- recommendations. Apply two separate rolled or brushed coats with 1991 UBC 13td 9� rneF e C i(OUr,C) purlin thickness (6 inch re 2 x 6, Sof 2 inch at 2 x 4e Vapor direction of second coat perpendicular to first 1991 UFC•Std 10-2{fire alarms HATE barrier to have flame spread rating of 25 or less, smoke density P P � ? JANUARY 200.5 J. PANEL WATERPROOFING PLAN REVIEW APPROVAL DOES NOT AUTHORI� rating a 450 or less, used.rice of 1 perm or less, Perforated CONSTRUCTION TO PROCEED IN VIOLATION OF 1. Provide of concrete walls where exterior rade is above floor and SCALE PROJ. N0 vu?or barrier not to be used. 9 }� C. Install insulation tight to roof sheathing. Staple �FOFRAL,STATE,ORLOCALREGIILAT►OP�NOp�S valor where indicated or Drawings. Extend from top of footings to line pp�� ` 1��11 of finish grade. RELIEVE DESIGNER FROM ANY LIABILITY OR nl'v v NOTED 20300% barrier at a maximum of 6 Inches on center tightly to every sub- •E`iF'ONSIBILITv ` purlin without wrinkles or sags to hold insulation tight to wood 2. Material to be corrugated Kraft panels with Sodium Bentonite fill, deck. Do not over-tension. Square cut and attach ends for neat Volclay Type 1 panel system or as approved. DRAWN CHECKED final appearance. 3. Installation to follow manufacturers published directions and v .L�c� ____`DATE. � I 0 Q BGL HK d. String or wire tie over vapor barrier to each sub-purlin to recommendations. Remove fins and protrusions exceeding 1/4 InchCI prevent insulation from sagging. Fasten to sub-purlins at 6 from wall surface. Fill open joints and surface indentations withINC. Volclay Joint seal prior to installing panel. 'ldli'CO►tln itV, �iIC. i3V SHEET NO Inch spacing. Y P 9 P 'J'`r 2. FIBER CANT AND TAPERED EDGE STRIPS: Asphalt Impregnated wood 4. Install panels with overlaps per manufacturer's directions and fiberboard, preformed, configuration as detailed. "FesCont" by provide Volclay Hydrobor Tubes against panels on top of footing. VLMK PLOT DATES: ill A Schuller, or approved. 5. Protect panels from moisture contact prior to and after 4/21/2003 12:51.49 bllll I Installation. Install backfill as soon as possible after placing 4/28/2033 13432. 5 blilll Pacific Hwv. 13545 1 panels. 5/8 5b0 /3 /2003 10:49,35 kurtn 13UP2003.00435 203007 23007A11.dw 7/15/2003 13.51.5.4 bill) 20 of 24 _. ��ac_- j��CAA I / r ('�z o - sE7 -'/�s��+ s ' -:i,bM1ae.Y,:.00pI --,,---.,D-, ,.. ,Cllll!Sr.-., AWY • FrktlC�'#M,MmP -VIM W"�^:P'-`rtn-M--.-- --.--,.-. --... NOTICE IF THE PRINT OR TYPE ON ANY rttl Ill t Ill lit illT Tlt ill t Tl T1 rlirllr" IIiT(I tit III I I ill ill 111 illlfir 111 111 r lt�i1r 111 t(i r1r rlr ijr t1ilrlr ill 111 IIIIIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 - --I- 1 - I -_.____4 I6 I �- I 1 hI 8�. -- _-- . . I �� 01_ _. I I i 1zJ ITI)LI // , C'7I �f � I I1 I '1V ___�--_ IT IS DUE TO THE QUALITY OF THE _ �1118_1 �_ _ No se a'ORIGINAL DOCUMEN i ((� �c � jj � � f I � � - I TII IIII IIII�IIII IIII�lllllllll�llll Illi IIII llll�llll lll�llll IlllIlli�ll�711�lllllllil II lli IIIiIIIII�jam III�IIIF,,,,, t'l,l�lllllllll�llTt""", Illllllll�lt',!,lllllllllllllllllll!IIII „!ll»i►�►Ililtll`til»►111111�111i ill s a!lll»11;IIN11 ' a �� ` - . 14 0 0 0 !2'-ol. 12'-4" _ - H - +- ;:, --- B„ --- - 22_-0-" 5 t T.O.Ftg, r---T---� v, PER PLAN I I I i TYPICAL CENTERLINE OF T.S. COLUMNS a 2'-8" GRATING AND SUPPORT I I I I I ANGLES PER OWNER, MIN. iv -_+ ---� i----� 2 U-------� 2 �-------� 2 �-- ----�� (2) A.B.S PER SIDE I , / , Q (D 6 2 N CONC. Si •r F': + .•t; CONC. SLAB PER PLAN i ri i 52 ii i o ---- • , -A"I I ' I 10'-0" 2'-8° 10' 0" 2'-8" *_ 10' 0" 4-8 L-1'-4" 3'-4" S2 • e: " WATERSTOP PER I , , , T.O.Ft-g.\ T.O.Ftg. O tT5 WATERPROOFING _ MANUFACTURER i i i - + ' ---- -fQ-�------------------------------------- FACE OF CMU z I I I I I I TO MATCH 12" !_: • X14 DOWELS �_ � I I I I � r--===�_=_- - ---------- I I � LL Z F- WALL REINF. i d � �I , Q i i i i O C 3 I I I O 10 12" LAP MIN. ' I I I I ' ' I O N m I I I I r 1 I QO Z 14. 6" 40 I I I 1 ( 1) I PANEL WATERPROOFING - ' ' ' ' `J �4 AT 16" 0/C � I / I I I � I , I� PER SPECIFICATIONS VERT. & HORIZ. i / I I I o tt WATERSTOP PER I ; -3'-4" IL I) (1'I I I I I I I I I I ---------- T.D.Ftg. I \S G1tJ WATERPROOFING � � 10 MANUFACTURER I I I I 2 ' I ; aaa�" _ _ �i 17,352li, 9 h , _ — SIM. 10 i i i y ,1UFiECiON p Q 3 7 10 SIM. S i i i i S2 52 I L J I TYP. 100 I I I 1 _ ' I I I FACE OF CMU AT LUBE SHOP D - PROVIDE (2) N5 - --------- -- ------ --- --------------------- --- ------ ------------ - DOWELS FROM I I E PIT SECTION WALL TO FOOTING Y 1 St-t.dwg 1 1 -0 NS's AT 6" O,C. TYP. 0� E Y w 4" CONCRETE SLAB W/ #4' , I I N oo > E x DECK SPAS IN ADDITION TO < TYP. r` N N ) `f AT 24" O.C. EACH WAY, 0 R 8 L SEE NOTE N2 TYPICAL REINFORCING 15 n 3'_6" I I 3 M y S2 W8x16 BETWEEN OPENINGS w S2 CLEAR 6" COMPACTED CRUSHED R K- j i g2 frl O E ; SIM. . AT TOP OF SLAB, 13 I I O® 12 13 3/4" CLEAR S2 W6x16100 PROVIDE CLOSURE I� 7 PER PLAN I EDGE OR C5x9 STAIR '0 0 6x16 BELO 52 6x16 BEL 6:16 BELO I I In In cv, x I - N T� N N _ N ; PROVIDE CLOSURE EDGE I ' �`- - - ---- -- ---- o ON TOP OF W6 OPENING i' C5x9 C5x9 C5 9 ' ' _ 1 - _ OR C5x9 ON TOP OF W6 I I Z rn SEE DETAIL VERIFY SIZE AND -- -- i TYPICAL _ --- ; _ � 7 �'•' FOR INFO. S2 LOCATION OF ------ -- - - - — _ I �_ - r-- --- I i O F- r- NOT NOTED SHIPS LADDER W6 16 _ -- - W GRATING AND SUPPORT WITH SUPPLIER N ` ' I - I W °` NOTE: ANGLES PER OWNER, MIN. `� - — POUR PIT SLAB AND WALLS (2) A.13 PER SIDE VERIFY E HYROBAR ILIOE PER • MONOLITHICALLY TO REDUCE ., _ 1 0 x STAIR ; ------ --J p WATERPROOFING OVR, a NUMBER OF CONTROL JOINTS CONC. SLAB PER PLAN C5x9 C5x9 ij S2 ; OPENING 1 L_ E- Z� 52,.. TYP. TYP.16---------------- - -------- - , S2WATERSTOP PER rn < rn m x o < 0) I p V W -T WATERPROOFING ■ -1. - ---- -_ " -vt - - n --- - -- - - y_. * - - - I II-t�J SE.2 O U... UI U. . _~. UU U . - U V I I I -3-4MANUFACTURER 11 SPECIAL LIFT VERIFY SIZE AND I I . . g12 WATERSTOP PER w �? AT HATCHED 16 TYP 14LOCATION OF STAIR �/4 DOWELS } WATERPROOFING '� :'. LOCATIONS 1 L' S2 ., S2 W t r' I TYP ' Sr- 7S TO MATCH Z MANUFACTURER �9-�'(,l� 7 - , � p qtr C WALL REINF. �., a 'T1'1ET IT•_I1_i'1 52 C5x9 = C5x9 X w --51111- SIM. —_ — - -- — W6 16--- 8 i i Q w _ 12" LAP MIN. 0 I'._ -1 - -- ' -- ' _ S2 I g. >. PANEL WATERPROOFING N4 AT 16" 0/C. PER SPECIFICATIONS VERT. & HORIZ. ' o --- i i Ot JC5.9 C5x9 �,- - C5x9 N Ir e , • `n r3 3r T3 r3 r, ON #4 X 4'-0" LONG 1'-:i" 3'-2" i'-11" N S2 M • a • DIAGONAL AT 1 I ' SLAB OPENING ' 4 CORNERS TYP. TYP. DIMS. - i i S2 W6x16 BELOW W6x16 BE W w EACH BAY a \ • 15 15 '� E13 1W6 16 BELOW $2 S2 YP ?_ PIT SECTION --- ------------�I��- --- - ------Tri-- --- — r ,� _ PROVIDE (2) �5 3 ' - ' FACE OF CMU AT LUBE SHOP C S 1 I DOWELS FROM S1 f St-2,dwg 1" = 1'-0 10 7 1 1 -� WALL TO FOOTING S2 S?. I �----------------- -- ----- --- ------------' N YP• -' --- I FACE OF STUD _ G I � ------4 ------- 4'-8" 10'-0" 2'-8" 10'-0" 2'-8" 10'-0" 4--8'-::: r--------------------- --- - 5 -� -- --- 1 ---- -� 44'-8" 22'-0" C2 TYP,S2 Q #4 DOWEL x 12"(-- PROJECT NORTH AT 24" O.C. ALL PLANS THIS SHEET FACE OF STUD FACE OF STUD SEE ARCH. /--CONCRETE SLAB PER PLAN �SSb FACE OF CMU FOUNDATION/FRAMING PLAN 16 , 6 7 --174'7—= 1 -0 ----- --- , FOOTING AND COLUMN SCHEDULE i COLUMN FOOTING REINFORCING NOTES 6 `'/ WALL 1'-6" WIDE x 12" DEEP x CONT. (2)-#5 CONT. BOTTOM SEE DETAIL (3/S2) 7 (3 TS 12 x 12 x 3/16 3'-6" x Y-6" x 12" CHEEP (4)-#4 EACH WAY BOTTOM SEE DETAIL (6/S2) 6" CONC. STEM WALL � S2 1--OUTSIDE FACE OF CMJ WALL ABOVE 44'-8' #4 AT 18" O.C.--- - -�--_ -� OUTSIDE FACE OF CMU � TS 6 x 6 x 1/4 3'-6" x 3'-6" x 12" DEEP (3)-#4 EACH WAY BOTTOM SEE DETAIL (5/52) • ALT. BEND 6'-10' 6'-4" 6'-4" G'-4" _ 0'-4" 6'-4" _ 6'-2" WALL ABOVE DESIGN SOIL PRESSURE: 2,500 PSF DL+LL SEE SOILS INVESTIGATION BY: CARLSON GEOTECHNICAL, NAMED "REPORT OF GEOT17CHNICAL ENGINEERING SERVICES, ,... v r- ---------------- -------------------------- --- --------------- ---• ----------- --------------- --------------- ---i TIGARD AUTO LUBE", DATED: MARCH 14, 2003 I � - - D • I I i I SEE SCHEDULE FOR �3- LR. i ___ _ - i FOUNDATION LEGEND: FOOTING SIZE AND i -T REINFORCING I X'-X' L' 12" CON' RETE SLAB WITH #a's T I ; 7 1•) T.O.FTG. ELEVATION OF TOP OF FOOTING � 12" O,C.�EACH WAY TOP AND 8 TTOM ' OVER 6' COMPACTED CRUSHED OCK S2 (� Q 3 FUUi��DATION DETAIL I I 2--O--x2'-0-'12'-C"PP1TDEEP SIM. r 2.) FOOTING SCHEDULE THIS SHEET ETINISH FLOOR. SEC FOR(ACNAAWE�APPLICBLREOIRTK SOF i I sr r cod. (OMS S = I 1 o�epvl bbN+rr S Coe•(OrL) "r L o mmurN S1-3.dwg 1 1'-0" , ( _ _ i � 1998 �p�y�y _-"" I 3.) C. J. CONTROL JOINT SEE DETAIL S2 2000 OnVo�on EW once Sgea•ly Cods(OPSI,y - Si199e Ctk- Umf -Fin CodSpwws nU(C)Code OESCI 4" WIDE TRENCH DRAIN , 1997 UBC Std 8-1(tire sprnkII SLOPE FROM 1' DEEP �� , f n , � I 4.) 3'�--r*- 6" METAL STUD WALL PER PLAN t497 UF(;.,td 10.2(.Irct alarms) V J i TO 4" DEEP TOWARD P T +h 2 Pt AN REVIEW APPROVAL DOES NOT AUTHORIZE S1 CONSTRUCTION TO PROCEED IN VIOLAI ION OF -t 5.) � 8" PARTIALLY GROUTED CMU WALL ' --.-'---- � ' FEDERAL.STATE.OR LOCAL REGULATIONS.NOR��E S I 1 i1 RELIEVE DESIGNER FROM ANY LIABILITY OR :) S' ��.� 6.) = 10" CONCRETE WALL RESPONSIBILITY �� r I i PANELS- ' -_- i ) 0 7•) 5=___ FOOTING STEP PER DETAIL S1 2 �--- '-'----�--`=-'-----__ DATE __jI3 — '- - CLAIR COMPANY, INC. CC YI tU SE PLAN _ _ --- _-_--- -- --- \-TS COLUMN ON -- ~ L FOUNDATION NOTES: r ► i SLAB TYP. FOR COLUMN BASE i rJ PLATE CONNECTION T ii I 1 I 1.) VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SLAB REFER TO , C." I DETAIL 17 TYP. 1_ o ; •, 7 52 2.) SLAB CONSTRU�TiON JOINTS TO BE LOCATED :N FIELD BY THE GENERAL CONTRACTOR. • . S2 i ; 3.) SLAB REINFORCING TO BE SUPPORTED AT EVERY REBAR INTERSECTION PRIOR TO � U) �- N i CONORETE PLACEMENT. 7 . . SIM. SEE PLAN ' i I i 4.) FOR TYPICAL MASONRY DETAILS SEE 18 19 AND 20 [ z I Ld CD REED -9'-3" i cc. �i A O ,.. I FINISH FLO R ELEV L /�✓f IJNDISTU I (ASSUMED MAIN FLOOR 0'-0") s ,' . . . , , •• I FLOOR FRAMING NOTES: � o \ EARTH I I MATCH FOOTING 2-0' I , CD x REINFORCING i I 11 Q �• 2'-O' I I 1.) DESIGN LIVE LOAD = 100 PSF (GARAGE) OR (2) 2.4K CONCENTRATED LOADS SPACED O CO 5'-0" APART (MAX. VEHICLE PAYLOAD ASSUMED TO BE 32.0 KIPS) �� F= SEE SCHEDULE FOR I i 2. FLOOR DECK TO BE 20 GA. GALV. TYPE 'W2' FORMLOCK METAL DECK, WELD TO DATI FOOTING SIZE AND 1'-6" MIN. I , ) REINFORCING ---_- SUPPORTS WITH 1/2" DIA. FUSION Wr'DS EACH LOW CORRUGATION AND AT 18" O.C. JANUARY 2003 L TO MARGINAL MEMBERS. BUTTON PUNCH SIDE SEAMS AT 24" O.C.. RECEIVED CCI SCALE PROD. NO. `---------------------- -""-- - -- --�-- `-- - - - ----------------------------J0 3.) CONCRETE SLAB AND METAL DECK TO BE 5" TOTAL THICKNESS. REINFORCE SLAB WITH FOU N D A I I ON D E.TAIL p6 AT 12" O.C. EACH WAY 'J.O.N. LOCATE TOP BARS PERPENDICULAR TO JOISTS. NOTED 2U3J07 1 -0 7 LOCATE BOTTOM BARS IN '2ACH LOW CORRUGATION. JUL `� '' M3 1 0 0 3 DRAWN CHECKED S2 WALL ABOVE , `- OUTSIDE FACE OF CMU 4.) PANEL WATERPROOFINC AT SERVICE PIT TO BE INSTALLED PER MANUFACTURERS ,lairCompany,Inc. 1,N�� XOR HK FOUNDATION PLAN — SERVICE PIT RECOMMENDATIONS. SHEET NO 4•• i, 0" w VLMK PLOT DATES: C 1 4/..2003 14:11.52 Will J I 6/2/200,' 6:1.37 Will 6/2/200:5 11:27.25 kenr Pacific Hwv.13545 7/14/2003 15:55.5 kenr flUP2003-0035 203007 23007S-i.dw 7 15 2003 10;7.44 kenr, 21 of 24 (,GC^ P�r-r"" 0 �-r or . C1 7f NOTICE. IF THE PRINT OR TYPE ON ANY rl l i r 1111115 I� 1111 l 1 i�l Ir1lI Jill 11111 1111111111TIT t l t l l t 1111 1111 f 111 11111�1 111111111111 1111(x111111"1 1 1111111 1111E I qIj1j11T1 111 Ill III 1111111I j� II I IMAGE IS NOT AS CLEAR AS THIS NOTICE• . --. �-_--�L_ I "tL I--vL ._61 -!1-__-�_�L ��-___I-.__�� 1� IT IS DUE TO THE QUALITY OF THE _ _ _ _ "_°'B_ ORIGINAL DOCUMENT t; g 66 e�L-�Z ifZ B C iL L ��8t 8t Gt t rT6t ZT S� � 1�Ill III1�1111 II11111111111111111111411111 lll�lil 111 llil�llll 1�1�11111111�1111111 IIIIIIIII►11�111�11►I►1111 IlW11l� 1111�111U1111�L ll�l ll�lul IIII�IIII IIII�I IIrI�II►IIIII►iu�ll►Il�l►ull��►NIII 11111111111111 III Illll llll�ll 11111 ll�lllllllll�Illllllll�►1111�J �,j BACKER ROD, PLACE IMMEDIATELY AFTER SAWCUT. (SAME DAY) / ,--SAWN JOINT. 1/5 SLAB DEPTH, I SAWING TO OCCUR AS EARLY AS POSSIBLE WITHOUT SPALLING -J CONCRETE. UU NOT WALT UNTL THE i FINISHES ---600S162-33 STUDS AT ' FOLLOWING DAY a ',T CMU WALL t' TYPICAL PER ARCH. -1b" O.C. GitlD TYPICAL WALL BGND BEAM / P,T. 2x NAILER W/ 60OT150-33 TRACK W/ CMU WALL - WALL BUND BEAM REINFORCING REINFORCING 5/8" DI ^� •' . I j - A, x 6" (2) Nfi SCREWS AT lE" O.C. cn 4 ---- TO RUN CONTINUOUS THROUGH PER SPECS. �� O -' -- BEYOND N4 DOWEL x 0'-6" 2 O J-BOLTS AT 32' O.C. - v OPENING AT 24" O.C. - HOOK OV RE BOND - , I 2'-6" TS COLUMN PER PLAN SEE �S2 FOR INFO.2'-6" 2 4 x CONT.- 4 DOWEL x 12' >N4 DOWEL x 12" SOLID GROUTED BEAM REINFORCING ( ) N N �— I) SEE ARCH. (� BELOW SLAB AT 24" U.C. E PL -� - AT 24" O.C. -• OH OK OVER BOND BLOCK OUT SLAB FOR COLUMN. ' � BASE PLATE INFO. STOP REINFORCING 0'-3" BEAM REINFORCING SEE ARCH. FILL AFTER COLUMN 15 PLACED i 0 CLEAR OF JOINT SEE ARCH. -- CONCRETE SLAB PER PLAN iy CONCRETE SLAB PER PLAN N WET SAWN CONTROL JOINT CONCRETE SLAB PER PLAN l CONCRETE SLAB SEE CH. --- 1 - PER,PLAN I rn y --J --•-� - /-SEE - 0 l Jj4 • __ . n� � 1/16" MAX SLOPE TOP AND BOTTOM �-"_ ------- - . _ �." - _T- - ----- .. _--------- 11 L z I p a 0n O Z DOTE: IF WOOD FORM 15 USED FOR 4 AT i2" O.C. HORIZ. KEY, KEEP WOOD WET BEFORE �J2 RADIUS �� -_- _ 00 �Q•o�� N D o CONCRETE POUR TO PREVENT 6 ' a 0�p I BLOCKOUT CONC. STEM - { N I r COMPACTED BACKFILL EACH SIDE OF' 6" CONC. STEM WALL--. v WALL AS REQ'D, FILL 1 M SWELLING WALL (USE AGGREGATE BASE INSIDE WITH CONCRETE WHEN i 1/8' RADIUS TOOLED EDGES AT 32" O.C. -- PER NOTES AND GEOTECHNICAL REPO G C -- - SLAB IS POURED _ ([ I*. (' RT N4 AT 18" — • n I I ALT. BEND --------- — - ---- ) ALT. BEND - a KEY LOCATE KEY AT MID r ,- • - - � � � � � SLAB DEPTH �'.' ca - DOWEL x 3'-0" TO MATCH VERTICAL a +' • - L' U WALL REINF. SIZE AND SPACING U ' O ' ' ' ' `r•� ' ° ALTERNATE BEND , 4 Z n M N1 NOTE• a . • f _ AT SIMILAR, OMIT SLAB AND DOWELS ° SEE SCHEDUU_ FOR l 3" CLR. SEE SCHEDULE FOR- 3" CLR. SEE SCHEDULE FOR 3" CLR. SEE SCHEDULE FOR 1.) SLAB CONSTRUCTION JOINTS TO BE LOCATED FOOTING SIZE AND FOOTING SIZE AND FOOTING SIZE AND FOOTING SIZE AND / 7,352 9 BY THE GENERAL CONTRACTOR AND SHOULD REINFORCING REINFORCING REINFORCING REINFORCING / BE NOTED ON THE SLAB REINFORCEMENT SHOP DRAWINGS. - COLD KEYED CONSTRUCTION JOINT �tiy `moi� �n N *Q C>N:tE(3'�N CONTROL JOINT DETAIL 2 FOUNDATION DETAIL 3 FOUNDATION DETAIL 4 FOUNDATION DETAIL 5 T.S. COLUMN FOOTING S1-1 dwg 1 1/ = T O' C 7 ?-2.dwg 1 1'-0 S2 .3 dw 1" 1 0 S2 9 S2 52 -4 dwg _ , -o S� w _ , --0 L ) Ln 0 V (4 1 rn E Y CMU WAIL PER PLAN E AS OCCURS o o 3 GRID TYPICAL BOND 6 Ln � N5 x 2'-6" DOWELS-------._ BEAM REINF. AT 32" O.C. (n 3/16 _ METAL DECK AND SLAB N5 x CONT, STUD FURRING �+ CMU WALL PER PLAN � In V PER PLAN, ROTATE -SEE ARCH. u�PER ARCH, Ur u1 90' AT SIMILAR BEARING PLACE - 3/4" THICK U.O.N f ---STUD FURRING z PER ARCH. —USE CAUTION WITH JOINTS o W ry C AT PLAN WITH (4) 3/4" DIA, DRILLED ''` `T"r IN TILE INSTALLATION- USE CAUTION WITH JOINTS W ANCHOR BOLTS 5 1/2" MIN. EMBEDMENT x (2) N5 x CONT. ✓� k4 x 30" LONG DOWELS SEE ARCH. c T.S. COLUMN - SEE PLAN 8 IAV Lr/r AT 48" O.C. CENTERED IN TILE INSTALLATION- T.S. DETAIL S2 FOR INFO.- 2'-6" f ( ,1( AT EDGE OF WALL SEE ARCH. lij NOT NOTED J OMIT AT SIMILAR 6" z rn N5 AT 16" O.C. / - N4 AT 24" 0 C. is v SEE ARCH. I LA METAL DECK AND CONC. SLAB PER PLAN NS AT 16" O.C. EACH WAY �C14 3/8" PLATE WITH (3) � .,; � 3/4" DIA A325 BOLT -_- OMIT AT SIMILAR CONC. SLAB PER PLAN METAL DECK AND z _ 5 AT 16' O.C. FOR CONC. SLAB PER --- . �---'� • /- `7 - SLOPE 1" IN 13" AT e 1" MIN. NON-SHRINK LENGTH OF DOWELS, TYP ppp PLAN CONC. SLAB PER O z v � GROUT - PLAN ri OVERHEAD DOORS GEOTECHNICAL STRUCTURAL (REPORT '-- --- , , -- --- SEE ARCH -- U W 0 o RECOMMENDATIONS - - - `8q �T =-_— `,",3 x 4' WIDE'x CON . B c _ 1/2" BACKFILL AFTER DECK AND -- v T -� NTH t4 X 12" LONG (A706) ( 7 r I • (' CLZ. SLAB ARE PLACED .� ° 00 AT 24 O�C.(c>5��'Ci3 d � / • • • iv 'ry J 'dPcl� 9. �c�'TO c - GROUND FORMED - ( ' / •' •' Jicy i I ; . FOOTING ' • • ¢QOn v �/d n/ \ N _ y N #5 DOWELS TO MATCH S"� Qc 4.. VERTICAL REBAR —\ v CETCO VOLCLAY OR VOLTEX BEAM PE,' PLAN SEE SCHEDULE WATERPROOFING PANELS, TYPICAL L6x4x3/8x(`-4" W7 (2) STAIR WELL i " SPACING • c ,'• FOR FOOTING SIZE g^ 0 /� AND REINFORCING I 5/B" DIA. A325 BOLTS J - a 0'-3" CLEAR —N5 AT 1R" U.C. �ct6 NOTE; 7 Y BEAM PER FLAN 1 1/2" 3 7'-6" NOTE: 7 _ a. 3/4x12x12 EMBED PLATE 2" 3%16 SEE DETAIL FOR EMBED NELSON STUDS S2 SEE DETAIL�FOR 3 16 C O W/ (4) 3/4" OIA. x 6" to NOTE _ CLI. 4 '• • �j NOTINFOED OT j� R J NOT S2 tf0y A7 9" Q.C. BOTH WAYS 24" LAP MINIMUM . g3 g4 / N4 FIGHT TO HEAD OF EMBEDDED BOLTS MAY BE USED IN LIEU OF PL 1/2x5 1/2x0'-6" W/- EXPANSION ANCHORS AT CONTRACTORS OPTION, WATERSTOP AND HYDROBAR (2) 1/2" DIA, x 6' ; ; NELSON STUD cn TUBE PER WATERPROOFING J-BOLTS 1 1/2' 3^ Q.� MANUFACTURER ` � J'� �,�d'd �,•, I'-�o'ctON 1 1/2 , Q(t • dd66Q� SEE`DETAIL S2 FOR •'. �a3� r `� ¢ - ap��cY INFO NOT 6 CANOPY COLUMN FOOTING g b NOTED 2 WATERPROOFING VOLCLAYOOFING OR VULTEX ( - ( • • a ",'`*� S? S� o dwg 1" = 1'--0" CONCRETE SLAB--/ 10" 8" WATERPROOFING PANELS, TYPICAL PER PLAN -- 7 RETAINING WALL DETAIL 8 FOUNDATION WALL DETAIL 9 FOUNDATION WALL DETAIL 10 FOUNDATION WALL DETAIL S'2 S2--7.dwg 112 = 1'7" S2 52-8 dwg 1 = 1 -U S2 S2-9.dwg 1 = 1,0 SL 52-I0.dwg 1 = 1 -0 CHANNEL PER PLAN W/ 1/2" DIA. PIAN EVIZVII Apr'" 1/x'•1 FORCOMPLIA EWITHAPP „ h� OPENING AS x 5" NELSON DEFORMED EARS AT LICA` � 48" O.0 TOP AND BOTTOM, i998 Or gon St weal sw"',ty r•, -� OCCURS 1999Ompon� •'cwsrw wir CHANNEL PER PLAN W/ 1/2" DIA. STAGGERED 20000- Pi M" METAL DECK AND—\ CHANNEL PER PLAN AT PERIMETER CONC. SLAB PER d OF OPENINGS AS OCCURS OR x 5" NELSON REFORMED BARS AT 2000OmanE .r.a1;„,,.,.4 Cat« ,1 , J METAL DECK ANO METAL DECK AND — 48” O.0 TOP AND BOTTOM, METAL DECK AND 1990 n••Vx^'• form Pse CWt(OL)FC) PLAN ,.`� v •• `t � MITER CORNERS CLOSURE PLATE PER CONCRETE SLAB a 2 (fs9a0nnklma) \ ` CONCRETE SLAB \ STAGGERED CONCRETE SLAB '� t99�I1R( Jc,t I U TYPICAL PER PLN 1 N� U PER PLAN N� V PER PLAN \ f99,UFC Sto ?It�re2Hnns) DECKING CO, USE ACH \ - PIAN HEViEW PPHOVAL DOES NO ALIT), rti F AT STAIR FOR ATTACHMENT � E' MITEP. CORNERS p"`��„" .a ------"------ - --- FCONSTRUCTI TO PROCEED INV LAT u f • �,•, • - 1' • EOERAI.STAT ORLOC'ALREGULAT (wn+lx� ' - - --- _ - _. .� _ _'_° — - --- -- IT RELIEVE D IGNER FROM ANY E A4L _ - - - -- - HESPONSIBILI PLATE AT BEAM PER PLAN- -T • - FLANGES _,---CLOSURE r W12 B.AM PER PLAN 1/4" STIFFENER n o iv _ . PL 3/8x4x0'-6" �; TOP OF STAIR BY: a� t` TE. ) PLA';ES EACH TYP. METAL DECK AND -�- - WITH (2) 3/4" DIA. 3/16"V G BEAM PER PLAN-------- (SEE 3/A-7) J 1/2" PLATO x FLANGE GIDE OF BEAMS 3/16 CONCRETE SLAB 'BEAM PER PLAN, COPE AS REQ'D A325 BOLTS BEAM PER PLAN CI"A COMPANY, I C. WIDTH +1" W/ (4) 3/4" PER PLAN 1 1/2" 13" �PL 3/8x3x0'-6' BEAM PER PLAN DIA. iHRU BOLTS — WITH (2) 3/4" DIA. COPE AS REQ'D BEAM PER PLAN T.S. COL'JMN PER °LAN ! 1 112" A325 BOLTS 1/2" 1 ,/2" 3116V 1 1/2" 3"'7� 1 1/?" SEE PLAN TYP ; TYP. 3 16 3/16 _'hTI V J 11 SE%a ; ION AT COLUMN 12 BEAM TO BEAM CONNECTION 13 BEAM TO BEAM CONNECTION 4 SECTION AT BEAM CANTILEVER 15 SECTION AT END OF OPENING 52-11.dwg 1 ' = 1 -0 S2-12.dw 1 = 1'-0' , g J 52-15 dwg S2 g C 52-13.dv:g 1' 1'-U' �" 52--14.dw 1' 1'-n' J Q ( a LTJ 0 } nV IT (-(2) N5 FULL HEIGHT Z - BEARING PLATE - 3/4" THICK U.O.N AT OPENING (2" CLEAR, EACH FACE) �a A7 PLAN WITH (4) 3/4" DIA. DRILLED \ / TYPICAL REINFORCING AS NOTED ON SHEET 'A,O'— / li ANCHOR BOLTS 5 1 2" MIN. EMBEDMENT -TYPICAL HORIZONTAL WALL STOP HORIZONTAL REINFORCING - -- C, 1'-6 1/2" CLEAR ; -- T.S. COLUMN - SEE PLAN EACH SIDE OF JOINT EXCEPT REINFORCING BOND BEAM AT ROOF TO BE Q 0 CHANNEL REO'D X 79" CHANNEL � � PREMOLDED RUBBER INSERT - TYPICAL HORIZONTAL WALL REINFORCING- PER PLA CLR. LONGIT. PER PLA(J -SEE SPECIFICATIONS CONTINUOUS THRU JOINT 1 0- M U , _ 3/16 i � -1" MIN. NON--SHRINK / GROUT Z _ ------- - CONC. SLAB PER PLAN T Q -- - -- /• .� CrLLJ ° t V�r !) O 3 D O SIDES 3/16 -T.S. 2x2x.5/16 A7 24" O.C., SHAPE END TO KEEP TOP OF T.S. LEVEL j < . VERTICAL WALL REINFORCING f O BEAM PER PLAN - FOR INSTALLATION OF LIFT a; SEE NOTES ON SHEET 'A10' O °' O �:) .-u a � . n< 0 1'-8" (HOLD) I PIT FLOOR SPACING PER SHEET 'A10' CD • 0'-3" CLEAR FIRE RESISTANT-- PROVIDE (2) BARS (MATCH OPENING ° SEALANT EACH SIDE — --- - SPACING PER SHEET 'A10' TYPICAL VERT, REINFORCING) T DATE NOTE -SEE SPECIFICATIONS VERTICAL FULL HEIGHT EACH NO E• JANUARY 2Q03 NOTE: PLACEMENT OF REINFORCING 15 EXTREMELY CRITICAL AND IS TO BE I COORDINATE T.S. LOCATIONS SIDE OF JOINT (2" CLEAR INSPECTED PRIOR TO EACH GROUT POUR TO VERIFY COMPLIANCE. r EMBEDDED BOLTS MAY BE USED IN LIEU OC EACH FACE --- CLAvu) C C,I # SCALE PROJ NO. WITH SUPPORT POINTS OF LIFT EXPANSION ANCHORS AT CONTRACTORS OPTION. � � 1.0 BE iNSTALLEU. OWNER TO PROVIDEINF). AND LIFT NOTED 2.03007 2M 10 0 3 DRAW' CHECKED 6 FLOOR SECTION AT LIFT 17 TS COLUMN AT SLAB 18 TYPICAL MASONRY CONTROL JOINT 19 TYPICAL WALL REINF. CLEARANCE 20 WALL REINFORCING AT OPENING lair Company,Inc• kv-�.`n —" BGL HK S L S2-17 dwg tr'1 0 ,2 18 dwy I 1/2, 1'_W, 9 dwq 1 1/2.' - 1 0" 2-20 dwg i SF EET NO J L 2 VII PLOT DATES: S 4/28/2003 14:12.37 billl 6/272003 6:2.25 billl PacificNv:v.t354� 6/2/2003 11:28 5 kenr 8UP200324 475 203007 23007S-2.dw 7/k;2003 2003 10:27.12 kenr 2201 ^r '�� t NOTICE: IF THE PRINT nR TYPE ON ANY �T III III III III III III I I ill III III I I Ili III-II-ItLlf III III IIID; 1I1 III'lll IS 111 III III I�i'fll III Illil�l I�II1�I III I� III III VI II IIIIIII Ill;li !II IIIII�III�I IMAGE IS NOT AS CLEAR AS THIS NOTICE, °t 1 Jh I v I jv� 1 1111 of IT IS DUE TO THE QUALITY OF THE _ No.as ORIGINAL DOCUMENT £ 1; BL r Z bL irL EZ L 'I" L 8i 8I Li I 9T 19i ►1 Si L1 TL OFT 8 L 4 9 f E E ieutna ; 'L...., lui�l►Ill►i�IIIIIIIIII►III►Il�►lul,ullllllll►I�Illllllll call►II�I►I�I►Il�l�llllllllllllllll II��I►�ll�l►Ill�lllllll►�II�1,ILII►I►I ,II,IIu,�II,II�IIIIT,III►� ►►,��,I►rl,llll,�lllll►Illl►�III�W <<iiu�lullu��. � �uu,llll�u i F i n26 STUD WALL BELOW 30/ TYP. PER PLAN S3 --- - - �� - 722_-0` --- - 3'-B" 12'-4" 12'-B" \�'/ -�12'-4" _ ---- - - -� -- -.- 3' g' v _ _ 22' 0" " --------------- - --- --- ---------- ------ - 8 -- - ---- ------f' in - 11 �- --- - - - L n i - - - - - - S4 TYP. �� 06 S4 I > I !- - - -- - - - -- -- - - - - - - ,j - -- -'---- W LJ „ If LJ L. W8x1O -_ W8x10 - - - Wax10 - - - - i �,I --- -- - - - -- -- -------- - CENTERLINE -OF-T.S. COLUMNS �QP+ 1 TYP. J4 14'-8• SIM. S4 J STUD WALL BELOW \x �Q T'0' LP W PER PLAN � , 14'-10 14�_ • T. 4x8 i It f.U. . 10 v x t� eE 't 2x8 RAFTERS AT 24" O.C. TYP. I \S4 16'-0• U ' a t ATTACH TO HIP BEAMS 3 t - t WITH SLOPED AND SKEWED I i z 30 3i, SIMPSON 'HU8' HANGERS t6'-0' o t � ��NC� I FACE OF CMU r' - --------------- �� - �," VI�VI�I ' • ' t,D ' 0" O.C. i i I I .14M. 280 200 t. 0Ir 1 2 '1 1 I S4 SIM. ; r i (11 I1fL1f S3 It I co rsrp a� 4 F r /�� 1t S3 I S4 'J I a Q' 17,362 t l �. ,2 - I YP. I 1.3'-2- i 9 AXIAL LOAD m 5.Ok �I `L BF ii --� I ----- ! " a� �� S4 r'OFr'�EOIe' -------------- 0 ----- ------ I tl - It 1 I o 13'-4• �r�'• (, -;a oC t I T 6- xi/4 �LQW 15'-4• S4 YP W1 5 u T.O. P7 ----- _,:_---- __ - ---- --- - ---� --- ----- --- G . . I I 18'-8• 1 -4• 1P, o E 4 __- 4 -� M o t _ -- - �� Wl n p S3 �e S4 , FACE OF CMU_ AT LUBE SHOP_ rn E 2 YP. ---------- ------ - ------------------- --------- ---------- Ai Y?. - rvoo E -- - --------- ---------- I I - -- -+1 rV 1 0V -* S3 ' Y • _.._ - -._ S4 0 o E SIM � X15'-6• 1 '-7• '-6' 1 '- � 1 '-4• '- ' 3 T.O.F. T.O. . O,F. 1 0. . a '_ • 1. 1 (n OF TOWER FRAMING PLAN � S4 ' ' ' . . . � � M ' YP. 1 20K (323/211) JOIST 1 Z LO w r4 SHEATHING PER PLAN- i i r --- - --- - - < -- -- - ---- - - -__- . _ . _ ' J 11J a RAFTERS PER PLAN , , I � Z 18'_0• I I 1 '- w �_ • T.O. . ° i O SHAPED 2xB BLOCKING ABOVE ' _"--'-"- r--HIP BEAM 1 1 =.--e---- ----- -----.__-_ -------- --- _ 12 1 ' --------- -- 20K (323/211) JOIST; AXIAL LOAD 8.5k-^ - - - - --- - - Q Z a PER PLAN SIMPSON 'A35' CLIE U W ANGLE, (2) EA. SSHEATHING 1� _ S4 S4 , 6 , g (8) TOTAL PER PLAN ' to ' 8EL0 i \ g,1 STUD WALL ABOVE / I S3 SIMPSON 'A35' CLIP I PER DtTAIL 0 I 3x PLATE x CONT. W/_ ANGLE Al EACH S4 TS OC' 6 a 0.145" DIA. PAF'9 AT BLOCKING AND RAFTER i 6 Z0� S4 12" O.C. -- --- --�� 1 2OK 29 ; \ / \. / / TS HEADER PER PLAN -- W SIMPSON 'LSTA30' � i I A �` �� r s3 STRAP TIE ,. .o "' 6005162-43 METAL JOISTS i 5 a /✓� �` HIP BEAM ��A�H 1 AT 12" O.C., NOT AT SIM. ' S4 Icn 6007150-33 CONT. o PER PLAN U , V TRACK W/ 0.145" \_ _ 3 I ' 6007150-43 METAL TRACK i 4 , UTA. PAF'9 AT 12" O,C. 4i , 1 I S4 , p v I 0o t✓1 W/ #10 SCRFWS AT 6" O.C. , r- 1�- -SEE ROOF TOWER FRAMING 1 1 NOT AT SIM. , 1 ' PLAN THIS SHEET M 600Si62-33 METAL--- t P ' O N i2 i tT to M I A STUDS AT 16" O.C. o I �� I SHEATHING PER ARCH.- _✓`-°- I 1 TOWER FRAMING DETAIL - 2 TOWER FRAMING DETAIL � ' 16'-2 7 53-1.dw 1 1 -0 ' 16'-2• ' 1 SJ 9 S3 S3-2.dwg 1 = 1 0 1 8 �y II ' , S3 1 FACE OF CMU AT LUBE SHOP /� �l TS 6x6x1/4 U') n M pl 1� I'I II f�i ( 1 T. .W. � \�, � , ------- _ --- - -- N ��( J 54 TACE OF STUD SHEATHING PER PLAN -- RAFTERS PER PLAN t K� � A�I' ' ?L 3/8x4x0'-B" YP G SHAPED 2x8 BLOCKING ` P40 N a 1 j � / 3/16 (3) SIDES 22'-0" F.O. STUD TO F.O. STUD • n (3) SIDES 3/16 �jY VeuAr 1. 11-TS HEADER PER PLAN 7 6 3x CONT. PLATE L' S3 S3 ( n SIMPSON 'HGA10' - HIP BEAM PER PLAN PROJECT NORTH (RID. `�/ �• EACH SIDE OF NOTCH AT BEARING SEAT - -SIMPSOl`I 'A35' CLIP HIP BEAM _ SHEATHING AS REO'D ANGLE AT EACH PER PLAN 3x PLATE x CONT BLOCKING AND RAFTER SIMPSON 'MSTI36' - - ROOF FRAMING PLAN - -- 2x8 SHAPED ` STRAP TIE - - � BLOCKING LENTER 8x0'-4" 1/4" = 1'--0" HIP BEAM '� CENTERED ON TS (3) SIDES 60OT150-33 CONT. PER PLAN COLUMN 3/16 \ W TRACK W/ (2) #8 h�_ -USE PL 3/8" AT SCREWS AT 16" G.G. CORNER CONDITION ROOF FRAJ�NG ROOF FRAMING NOTES: Q 3 16 SHEATHING PER ARCH. 4 _ 8 1.) '�'- 8" PARTIALLY GROUTED CMU WALL 1.) SUB-PURLINS TO BE 2x6 DF #2 AT 24" O.C. TYPICAL ",tj, 3x CONT. PLATE 3x CONT. PLATE �_ TS COLUMN PER PLAN --- 6005162-33 METAL ---- SIMPSON 'MSTI36' . 2•) �'^"'*` 6005162-33 METAL STUD WALL AT 16" D.C, 2.) ROOF SHEATHING TO BE EXPOSURE 1 A.P.A. RATED O.S.B. SHEATHING STUDS AT 16" O.C. STRAP TIE �� __ - (4' X 8' X 19/32") SHEETS: MIN. SPAN INDEX 32/16 WITH STRONG uo 3.) - -- ROOF FRAMING LEDGER/CHORD, SEE("i-11\ AXIS PERPINDICULAR TO SUB-PURLINS. USE 10d COMMON NAILS AT L SHEATHING PER ARCH. S4 S4 6" O.C. AT BOUNDARIES AND ALL PANEL EDGES AND AT 12" U.C. IN FIELD. 4.) x� ELEVATION OF TOP OF FRAIJING ABOVE FINISH FLOOR 3•) INTERPOLATE ROOF FRAMING ELEVARONS BETWEEN SPECIFIED ELEVATIONS, Q 4.) WHERE SCUPPER OCCURS BETWEEN JOISTS - SLOPE LEDGER MINIMUM 4" 4" 1/4" PER FOOT FROM LAST JOIST TO SCUPPER. 5.)� ELEVAT10tJ OF TOP OF WALL ABOVE FINISH FLOOR ^ 5.) SEE THIS SHEET FOR JOIST LOADING NOTES. C ) z TOWER FRAMING DETAIL 4 TOWER FRAMING DETAIL 5 T F 6•) x'-x• ELEVATION OF TOP OF CANOPY ABOVE FINISH FLOOR 6.) DESIGN LOADS: A ~1 S FRAME CONNECTION DEAD LOAD: PER + ADDITIONAL POINT LOAD CAPACITIES z ! J J 53-3.dwg 1' 1'-0 C` 1 53-4.dwg 1 = 1 -0 PER JOIST NOTES. JJ S3 S3-.5.dwg 1 1/2' - 1 -0 LIVE LOAD: 25PSF (SNOW LOAD) + DRIFT F� PLAN EVIIHEW APPROVAL LATERAL! SEISMIC ZONE 3, SOIL TYPE So 1A9B0COMAPPUWLE PORTIONG OF f P. 1999 O-Von StnxtumI Specvelty Code(OSSC) _J 7.) SNOW DRIFT LOADS ARE AS FOLLOWS: `gOn' 1e^1Ce1 SP-00V Code(OM 2000 Oregon "'9 Spedelty Lala rOPSC) Pd = DRIFT SURCHARGE P1 = 13.0 PSF 1999 Om9on mIgm Uniform Specyhy Cale(OEsa C( 1997 U8 Std 9 1(�pr kl,,) ) P2 17.0 PSF 'S 1997 UFC Std 10-2(hre alarms) r-� EMBED PL 1/2x8r7 S7'C W/ (2) Wd = WIDTH Of' DRIFT Wi = .3.0 FT. PL4N REVIEW APPROVAL DOES NOT LATI NOF � (y5 x 3'-0" A706 BARS W2 = 5.5 FL CONSTRUCTION TO PROCEED IN VIOLATION OF BASIC NON--ORIFTED SNOW LOADS ARE RAL.STATE.ORLO(:ALREGLILATIONS NOR DOES TS COLUMN PER PLAID 1 /2" INCLUDED IN JOIST LOADS, RELIEVE DESIGNER FROM ANY LIABILITY OMI � I , � I PL 1/4x6x4 EACH SIDE OF COLUMN- II 6005162-33 METAL -USPONSIBILITV STUDS AT 16" O.C. 8.) 3x6 SUB-PURLINS AT PANEL EDGES AND SIMPSON CONNECTIONS. INTERMEDIATE _ 111 3 SUB-PURLINS WITHOUT EDGE NAILING OR SIMPSON HARDWARE MAY BE 2x8. Y DATE 1 U 8" CMU WALL. PER PLAN --- - SHEATHING AND NAILING CLAIR COMPANY, INC. Q T 0.5. -J-TS H PER PLAN ---SHEATHING PER ARCH. _--_ ____-- - - � 1 --- - - PER PLAN JOIST NOTES. C- Q 3/16 rsEC hR� T0:5_ ; 1.) CONCENTRATED LOADS AT TOP AND BOTTOM CHORD ARE FOR ) EJjANIGAL LOAD, w TS HEADER PER PLAN T. 3/16 _ _ _____ _ ______ _ __ _ ___ � - ---- 2.) JOISTS TO BE DESIGNEE FOR AN 1DDITIONAL CONCENTRATED LOAD SII:e AFL - - T LSx5x5/16x0'-6" W/ 1j4" - jl6 OF 300 POI, JDS LOCAFED AT AN1 POINT ON TOP CHORD. S' L --- -_� � 1--- O tl, SEE ARcll STIFFENER PLATE AT ) x, 600T15O-33 TRACK W/ - 3• JOISTS TO BE DESIGNED FOR AN ADUI IIONAL CONCENTRATED LOAD CENTERED x ON 4" 0.145" DIA. PAF's AT ___ - _--__ j CENTER, CENTER ON COL. OF 300 POUNDS LOCATED A7 ANY PANEL POINT OF BOTTOM CHORD. W (3) SIDES - -- 4. ALL JOIST BEARING DEPTHS CENTERED ON TS � � 3/18 jYP ' ' lfi" O.C. TYP., TOP AND -.__�-- Q � LL BOTTOM ` ) T�-BE 2 1/2 ' JOIaI� 0 O COLUMN, TYP. \\ UNLESS NOTED OTHERWISE. o T5 HEADER PER PI-AN- TYP. 3/16 � ; 3/16 (3) SIDES � \, EMBED PL 1/2x8x8--- 5.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, CD 3 16 TYP' W/ (2) N5 4'-0" _ - _ - - ; -- ---- UNLESS NOTED OTHERWISE. 10 ) O � � � Q Q t 600Si62-33 METAL A706 BARS 1/4 Q STUDS A7 16" O.C. JOIST PER PLAN 6.) NO NET UPLIFT ON JOISTS. v �O 0 t 7.) AXIAL LOAD TRANSFER AT WALL THRU BEARING SEAT FP= 2.4 KIPS U.O.N. DATE _ TS COLUMN PER PI.AtJ ---- - , J JANUARY 2003 p Z--CMU - - PtECENE) `D CCT ,JL SCALE PROJ. NO S (,MU WALL PER PLAN CCT 'T q NOTED 203007 i O 0 ` PRAWN CHECKED s F TS FRAME CONNECTION 1 METAL STUD INFILL 8 TS HEADER CONNECTION 9 ,JOIST AT TS COLUMN 'tsr,irCo PFM HK 7 S3 6.dw , 1 2' J J 4 / 7 - 1'-0" C- 7 S3 7.dw 1 ' = 1'-0 c: q1 .. ) 9 �3 SJ-B.dwg 1" = 1'-0' C 3 53-.9,dwg 1 = 1 -0 �anyq�llC. ��t' Il, SHEET NO u Pacific Hwv.13545 9UP2003-00435 S 23 of 24 VLMK PLOT DATES: 3 4/28/200.3 14:13.48 billl 6/2/2003 6:2.58 bull F 203007 23007S-3.dw 7/1 5 2003 10:10.45 kenr �C.-PG o c NOTICE: IF THE PRINT OR TYPE ON ANY t(I' III III III III III III I I III III III I I I I I f I I I I�T' �1 III III III I I III I I I III III 1 I I 1 1 I 1 I I 1 I 11 1 I I 1 I 1 I I 1 I I 1 I I III I I III III III III III III III III I I I III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, [ I 11 I I �I I I I I- I I I I I I I I I - I�I`^I� � I I 1 I J �Tl > _41 _�! _� i IT IS DUE TO THE QUALITY OF THE _ ORIGINAL DOCUMENT til ,,�� - -- -III IIII III1111-1811,18,II1IIIIIIIII II I IIli1llt1i 11IlllllllllllllEl"llll1llll�lilf�llll IIII1IIII IIII IIII[JIji, III�IIII IIII IlIIII IIIIIIIII IIII IIII IIII IIII IIII111_11llllllll�I Illl�lll1611 !Ij TII,111111 �iii11.111�1111'� llll�l!!.Ir,111NII, � dome P.T. 3x LEDGER BETWEEN JOISTS WITH (4) 3/4" DIA. DRILLED L5x5x5/16x0'-10" W/- ANCHOR BOLTS - MIN. 4" EMBED i 1/4" STIFFENER PLATE C8x11.5 x V-4" Z AT CENTER SHEATHING AND NAILING PER PLAN o Ln TYPICAL HORIZONTAL / 3/16 3 X14 x 4'-0" IN BOND BEAM - CROOK OF BENT �+ _ A706 BARS N - (2)- 4 x 2'-•0" ERECTION BOLTS AT A706©ARS AT 1/8" GAP CONTRACTORS 8" O.C. CENTERED 5/16 TYP. I N ✓� � � IN CMU CELLS OPTION STIFFENER II 6005162-33 METAL -- CMU WALL PER PLAN STUDS AT 16" O.C. SHEATHING AND NAILING PER PLAN 3/16 TO SEAT - o z _ —SIMPSON 'LTT19' TENSION TIE I -FINISHES PER ARCH. o - 1/4 5' AT 4'-0" O.C., NOT AT SIM. ----TT- SHEATHING AND NAILING PER PLAN I \ ~ Q � u� 1 3/4 TIMBERSTRAND (LSL) NAILER - (OPTIONAL 1 3/4" LVL) r CMU WALL AND JOIST PER PLAN TYPE 'Ar EMBED �� WIDTH TO MATCH JOIST WIDTH, ATTACH WITH #14 ^ �' REINF. PER PLAN _ I �� GRADE 5 WOOD SCREWS X 1 3/4" AT 18° O.C. (STAGGERED) 600T150-33 TRACK W/ -EMBED TYPE 'A' PER eS (1) X15 EACH ' ' _— i AT AC#10 x 1 1/2" SCREWS DETAIL CELL AT JOIST - SUB-PURLIN - SEE PLAN rAT EACH STUD , Z CENTER ON JOIST SIMPSON "F" SERIES HANGER EMBED 2x P.T. TOP PLATE !, LEDGER BOLTS -SUB-PURLIN PER PLAN W/ 1/2" DIA. x 6" w�Sr�lf+ 9'e�ps, SIMPSON 'F' SERIES -- - EMBED J-BOLTS OPEN WEB STEEL JOISTS PER PLAN • HANGER ?ry A I 32" O.C. 7,352 y -- ---— - - -.� —1 -6 L. P.T. 4 X 6 LEDGER WITH 3/4" DIA. -_ LLI DRILLED ANCHOR BOLTS WITH 4" %OREG�) EMBEDMENT AT 4'-0" O.C. U-O.N. �____ ________------ �---CMU WALL PER PLAN .y �� 1'-0" 1'-0" EQUAL EQUAL EQUAL 1'-0" 1'-O" - _ PER PLAN _ � PLAN VIEW JOIST TOP CHORD BELOW--- 3'-0° TYPE 'Ar EMBED JOIST NAILER PLAN VIEW 3 FRAMING DETAIL 4 FRAMING DETAIL 5 FRAMING DETAIL s ^ ° o ° 1 STEEL JOIST AT CMU WALL 2 EMBED DETAIL sa 5.dwg i I 0 � rn E S4 54-1 dwy 1 = 1 -0 S4 54-2.dwq 3 4 = 1 -0 S4 54-3.dwg 1 = 1 -0 S4 54-4.dwg 1 s 1 -0� S4 r4 E NAU Y S n E M CT In d C Z M 600S162--33 METAL A 2 6 11 — W STUDS Al 16" O.C. 3 16 3 350T150-33 METAL TRACK 35OT150-33 METAL TRACK TOP METAL TRACK—� ~S4 _j W -FINISHES PER ARCH. / TOP AND BOTTOM TOP ANG BOTTOM TOP AND BOTTOM C J 1 4" PI. 3/Bx6x4 SHEATHING AND NAILING Z v� ( (3) SIDES (3) SIDES PER PLAN - v \ -• SHEATHING AND NAILING SHEATHING AN;, NAILING V1 3 16 3 16350S162-33 ' 3505162-33 METAL STUDS NAILER PER DETAIL S4 3505162-33 METAL STUDS PER PLAN A50S66�c3 METAL STUDS C� / PER PIAN Z (' O -GOOT150-33 TRACK W/ AT 16" O.C. I SUB-PURLINS AT 16" O.C. 4x6 P.T. LEDGER O Z v SHEATHING AND (2) #10 x 1 1/2' SCREWS C NAILING PER PLAN AT EACH STUD <- PER DE AIL@ - S4 I U W ;v (2) 1y10 SCREWS EACH STUD (2) #10 SCREWS EACH STUD (2) k1C SCREWS EACH STUD— i ` -NAILER PER DETAIL 4 TO BLOCKING • 04 � � TO NAILER � TO P.T. LEDGER o BEAM PER PLAN 35OS162-33 METAL BRACES 1\ PL 1 2x3/4" D 1 1 2„ AT 4'-0" O.C. 3505162-33 METAL BRACES AT 4'-0" O.C. W/ -4) 3/4 DIA. �� RIPPED BLOCKING IN BETWEEN � --�,IOIS'f PER PLAN BOLTS TYp, JOIST TYPICAL \ (3) #10 SCREWS TYPICAL (3) #10 SCREWS TYPICAL � � JOIST PER PLAN d TS COLUMN -,101ST PER PLAN JOIST PER PLAN T 4 L JL _ --/-- PER PLAN L3x3xl8GAxCONT. W/ (2)- Q 4 #8 SCREWS AT EACH STUD BEAM PER PLAN SFE DETAIL 54 SEE DETAIL 4 FOR INFO. FOR INFO. S4 Y NOT NOTED NOT NOTED N NOTE: --AT SIMILAR CONDITION, BEAM RUNS CONTINUOUS 1 i6 2-16 3 1/2" 1'-O" eMn OVER SUPPORT. OMIT 3/8" PLATE. J L - '- 6 FRAMING DETAIL 7 CANOPY FRAMING DETAIL 8 CANOPY FRAMING DETAIL 9 CANOPY FRAMING DE--AIL 10 CANOPY FRAMING DETAIL S ^ S4-6 dwg 1" = 1 -O" S4 54-7.dwg 1 s 1 -0 S4 S4-8.dwg 1 = 1 -0 S4 S4 9.dwg t'r--TO S� S4-10.dwg d A E3 8" CMU WALL PER PLAN (2) 112' DIA, x 2 1/2" LAG BOLTS n __ SHEATHING AND / J - 1 1/2 L y_ 1 1�2 NAILING PER PLA i LEDGER PER -- o Q I DETAIL(-3 \ w 54 i o 3/4" x REV BEARING PLATE 3 SIDES W/ (2) 3/4" DIA. x 6" EMBED O j ( ) 3/16 1 DRILLED ANCHOR BOLTS TS 6x6xl/4 COLUMN II I — --- --1 - -- - NOTCH b AS REQ'D 1, 1 CMU WALL PER PLAN Q SEE DETAIL (1/S-4) FOR ,JOIST BELOW SEE DETAIL 4 FOR INFO NOT NOTED 11 CANOPY FRAMING DETAIL 12 TS COLUMN AT CMULij C ^ S4-11 dwg 1' = 1 -0 S� S4-12.dwg 1 1 -0 `t J <7 3.1 PLAN JR COMPLIANCEVVITH r ` ' — Ty 1999 Oregon Swclurai� APPLICABLE Po'RrKxaor `�/ 1999 Ore on onr c'al y Code(OSSC) ?000 U e9 Mechanical ScrecreI Cnde(OMSC _ 9on Elect l ctr .rioeaally f ale(OPSC) ��_ 19", Oren Undor'cal SDe0114Y Code(OESC) L> po Umlarn F,re Cude(()UFC) 1997 UBC Std 901(bre s 1997 UFC Std 10.2(bre alarms) PLAN RFVIEW'APPROVAL DOES NOT AUTHC a& L CONSTRUCTION TO PH(,^EED IN VIOLATION L -] FE( FlAI_.STATE.OAL(xALREWLATI C] IT F,FLIEVE DESIGNER FROM ANY LIABILITY On RESPONSIBILITY ry Lij E 5 DATE 28 -3 GLAIR rnk,m�Nv INC. T 0 O O t~ (f) 0 0 CCI � `s) I O It 10 1 _ u Ln Q DATE ' JANUARY 2003 �CEAT� — CCI # SCALE PROJ N" �i NOTED X07 `rn3 0 0 3 DRAWN �F;KED "lair Comptay,Inc. By11_\ KDR HK - SHFE T N,' Pacific Hwy.13545 BUP2003-00435 C 24 of 24 J 4- VLMK "'LOT DATES: 6A/2003 2 2003 6:3.28 bull OF 203007 23007S-4.dw 7 1 2003 10:11,12 kenr NOTICE. IF THE PRINT OR TYPE ON ANY Iflr I�I III III III III Ilf I I III ISI III I III III III rlr III III III I IIIIf ISI ISI III ;II III III I�jI i�l II! III ISI III ISI III I I Ill III III I�III III"I1IIIII III I,I III I ttI T IMAGE IS NOT AS CLEAR AS THIS NOTICE, l. I- I--I-1� I----��-I—--I. � I- L I �I--I—I 1-. I _L I_6L .I I I !11 _I_L.I B�-I- I�I-L _ I _111.-_—___ �J(I/n, IT IS DUE TO THE QUALITY'OF THE _ _ NO Je =MJrrJ ORIGINAL. 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