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MMD2015-00020
MMD2O15 - 00020 Tigard Public Library NOTICE OF TYPE I DECISION MINOR MODIFICATION TO APPROVED CONDITIONAL USE (MMD) 2015-00020 TIGARD PUBLIC LIBRARY TIGARD 120 DAYS = September 18, 2015 SECTION I. APPLICATION SUMMARY FILE NAME: Tigard Public Library CASE NO.: Minor Modification to an Approved Conditional Use MMD2015-00020 PROPOSAL: The proposed minor modification to an approved conditional use would allow the construction of a new Automated Material Handler (AMH) system at the Tigard Public Library. Site modifications include the addition of a 37-square-foot aluminum awning above the AMH system for weather protection,installation of a 6'-wide concrete walkway,and removal of one 7"-caliper tree. APPLICANT: City of Tigard Kevin Cole 8777 SW Burnham Street Tigard,OR 97223 OWNER: Same as applicant LOCATION: 13500 SW Hall Boulevard WCTM 2S102DA,Tax Lot 600;WCTM 2S102DD,Tax Lots 100,200 ZONING DESIGNATION: PR: Parks and Recreation Zone APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.330.020.C.3 SECTION II. DECISIQN Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request, subject to a condition of approval. The findings and conclusions on which the decision is based are noted in Section IV. CONDITION OF APPROVAL THE FOLLOWING CONDITION SHALL BE SATISFIED: 1. Prior to issuance of site and building permits,the applicant shall apply for a tree removal permit. 11\1I)2013-00020 I I(;.ARI)PL'i i.I(:I.II1R.AIt\ 1 of3 THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION: SECTION III. BACKGROUND INFORMATION Site Information: The project is located on the Tigard Public Library site at 13500 SW Hall Boulevard; north of Wall Street, east of S\X/ I-fall Boulevard, and west of Fanno Creek. Fanno Creek Park occupies the northern portion of the property. The approximately 13.5-acre site is composed of three tax lots, and is located in the Parks and Recreation (PR) zone. The main Tigard Public Library building is approximately 48,000 square feet in size. The associated parking lot includes pedestrian walkways, a landscaped median, and a book drop-off area. The library was approved for its current location in 2003 with the approval of a Conditional Use Permit (CUP2003-00001). That also included Sensitive Lands Review (SLR2003-00001), an adjustment for bicycle parking (V.AR2003-00009), and an adjustment for street spacing standards (VAR2003-00020). In addition to the original Conditional Use Permit, multiple land use approvals have subsequently been issued for this site. Proposal Description: The proposed minor modification to an approved conditional use would allow the construction of a new Automated Material I-landler (AMI-l) system at the Tigard Public Library. Site modifications include the addition of a 37-square-foot aluminum awning above the AMII system for weather protection,installation of a 6'-wide concrete walkway, and removal of one 7"-caliper tree. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS The proposed site improvements will modify the approved conditional use on the site. Therefore, compliance with applicable development standards must be demonstrated. MINOR MODIFICATION OF APPROVED OR EXISTING CONDITIONAL USE: Section 18.330.020.C.3 states a minor modification shall be approved, approved with conditions, or denied following the Director's review based on the following findings: 1. The proposed development is in compliance with all applicable requirements of this title; and FINDING: The applicant proposes to install a new Automated Material Handler (AMII) system near the southeast corner of the existing Tigard Public Library building. The AMII is an electronic book return system with a conveyor; the system will be accessed by customers from inside and outside the library building. The applicant proposes to add an approximately 37-square-foot (8' by 4'8") aluminum awning above the AMId system for weather protection; the awning will be installed 8' high, on the south-facing wall of the library. Staff reviewed the applicant's submitted plans and elevations to determine the proposed awning meets all applicable requirements of this Title and of the original Conditional Use Permit (CUP2003-00001). The applicant also proposes to construct a new 6'-wide concrete walkway from the parking lot to access the AMH system. This modification will result in the removal of one 7"-caliper tree. Staff reviewed city maps and determined the tree is located in Sensitive Lands (Lower Value Habitat Area), and is subject to the standards outlined in Section 6 of the Urban Forestry Manual. Accordingly, staff added a condition of approval that requires the applicant to apply for a tree removal permit prior to issuance of site and building permits. MM 0 201 5-00020 'I IGARD PUBLIC LIBRARY 2 43 Staff reviewed the applicant's narrative and plans to determine the proposal meets all applicable requirements of this Title and of the original Conditional Use Permit (CUP2003-00001). This criterion is met. 2. The modification is not a major modification. FINDING: Staff finds that the changes listed in TDC 18.330.020.B.2 are either satisfied or do not apply. Therefore, the proposed development is not a major modification. This criterion is met. CONCLUSION: The proposal is in compliance with the applicable requirements of this title, and is a minor modification of an approved conditional use. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X. The applicant and owners •X Affected government agencies Final Decision: A Minor Modification is a Type 1 procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant,whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON MAY 26, 2015 AND BECOMES EFFECTIVE ON MAY 27, 2015 Questions: If you have any questions, please contact Lina Smith at (503) 718-2438 or LinaCSOtigard-or.gov. May 26, 2015 APPROVED BY: Lina Smith Assistant Planner \IMD2015-00020 'I'IGARD PUBLIC LIBRARY 3 of APPLICANT MATERIALS RECEIVED MAY 21 2015 IICity of Tigard COMMUNITY DEVELOPMENT DEPARTMENT CITY CfF TIGARD ■ PLANNING/ENGINEERING TIGARD Minor Modification Type I Application PROPOSAL SUMMARY (Brief description) tsn4,4�..t1 bcorG ra rr Sol S+-(rr, rl.5v r,hc e_,e�t.-io4- REQUIREDTIAL l ELEMENTS L.c I I r+,„e::ci c,,_} 46-N, 1...N4_4.a Iv.6 a weJ k- et W K. .'1,-. / f Owner's Signature/Written c_r.d f e0,6..,,-1 o-C I 1" ,_. disvr G-iz-. Authorization �es-]fired Site Plan(2 large plans drawn to scale end one reduced to 8.5"xl I'/z") Applicant's Statement/Narrative Property address/location(s): 115t-lb SU H ASL copies)Address criteria in: 4 ,t 1DC 18.360.050.B.1-11 Tax map and tax lot #(s): 2S t aZ D A O b(SOC.) Filing Fee Site size: I ()J , I ;II li 'I. ,)Al.l Applicant':CA4-I t 'C;r,CJ — K2.4.04.' 114' (:cam Case Na: /14i /S--:6000 boo Address: I3 12 S' S t,..-?-% H c-11 City/state: 1 hcla.4. 6 Zip: c'll 12-3 Related Case No.(s): 4 Phone:S-63 ') IS' V T Email: KP-j 4"C.( k-,5 L.,`4 0;.)av Application Fee: / U J Application accepted:LS )A PROPERTY OWNER/DEED HOLDER(SY ame as Applicant B?' Date: 1 Name: C-1 Tti ec-Z —1-4 4,.z fl Applicationldetermined complete:L, Address: By: S Date: i !II 5 City/state: Zip: eilefttIVArstenAland Use Applications Rev.W24/2014 Contact name: Phone number: •When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner.The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this application. APPLICANT'S STATEMENT The applicant's statement must include a summary of the proposed changes.Criteria in either 18.360.050(B) or 18.330.020(B)(2)must be addressed with a detailed response to each criterion. Failure to provide the information needed to process the application would be reason to consider an application incomplete and delay review of the proposal. In addition, the Director must find that the proposed change is in compliance with all applicable requirements of Title 18 of the Tigard Development Code.To complete this review,the Applicant's proposal must include a discussion indicating how the site expansion/change will continue to comply with the maximum setback,building height,parking,and landscaping standards. Other requirements of this tide such as clear vision,solid waste storage,non-conforming situations,signs,and tree removal may also be applicable depending on the type and location of the proposed modifications. City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 2 r e • APPLICANTS TO consider airapplication complete,you will need to submit ALL of the REQUIRED SUBMITTALELEMENTS as described on the front of this application in the"Required Submittal Elements"box. THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • Theapplicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. SIGNATURES of each owner of the subject property required. Applicant's signature Print name Date Owner's signature Print.name Date Owner's signature Print name Date ADDITIONAL OWNER/DEED HOLDER INFORMATION Name: Name: Address: Address: City/state: Zip: City/state: Zip: Signature: Signature: MINOR MODIFICATION APPLICATION City of Tigard • 13125 SWC'Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 2 RECEIVED Tigard Library AMH MAY 21 2015 Conditional Use Permit CITY OF TIGARD PLANNING/ENGINEERING Applicant: Kevin M. Cole Applicant Statement/Narrative The city of Tigard Library will be installing an Automated Material Handler (AMH) system which is an electronic aid and conveyor book return system. Access to the AMH will be inside at the current location of the book return area and at a new exterior location at the front of the building. The work required will include: • Installing a new sidewalk from the existing sidewalk to the AMH patron induction site. • An awning above the exterior AMH will be installed. • One 7" diameter tree will be removed to accommodate the sidewalk. The modifications specified in this project will not fall in the "major modification' criteria. All the items listed below are not applicable: 1) Change in land use 2) Increase in dwelling unit density 3) Change in type/location of access ways and parking areas—off-site traffic affected 4) Increase in floor area 5) Reduction of more than 10%of common space 6) Reduction of set-back 7) Elimination of project amenities 8) Increase in density LEGEND TOPOGRAPHIC SURVEY - TIGARD PUBLIC LIBRARY —— —— PROPERTY BOUNDARY 13500 SW HALL BLVD, TIGARD, OREGON 97223 GENERAL NOTES BENCHMARK a 1, FIELD WORK FOR THE TOPOGRAPHIC FEATURES OF THIS THE DATUM FOR THIS SURVEY IS NAVD f- - - - - CENTERLINE (TAX LOTS 2S102DA00600 & 251020000100) SURVEY WERE COMPLETED ON JANUARY 29, 2015. 88. AN ELEVATION WAS ESTABLISHED UTILITIES WERE F ISHED ./80 _ . - MAJOR CONTOUR(5') U I: .E C E S V E D 2 ON VISIBILITY OINWN FONTHISITSSRTHE RESPONOU8 LIT USED USING CPS BUILDING ME HODSNAND CF00OU2A 4�2 - -- _. THE CONTRACTOR TO COMPLY M1 TF/ THE PROVISIONS OF w 61 MINOR CONTOUR(1') ORS 757.541 TO 757.571. WHICH REQUIRES THE 2 STORM DRAIN PIPE CONTRACTOR TO NOTIFY UTTLI TIES AT LEAST 48 HOURS CONTACTS CC 1I O MAY 21 2 015 BUT NO MORE THAN 10 BUSINESS DAYS PRIOR TO ANYSURVEYOR 0.3 AC PAVEMENT FOREXCAVAnoN. THE ANT DAMAGE RESULTING NC FROM DISRUPTIONTRACTOR WILL BE RESPONSIBLE McKAY CONSULTING LLC I SERVICE CAUSED BY CONSTRUCTION ACTIVITIES. RAID E.NWMDEERKAY.PE/PLS U 17836 DEERFIELD DRIVE = Y GRAVEL PAVEMENT 3. THE CONTRACTOR SHALL CAREFULLY MAINTAIN PORTLAND, OREGON 97229 < CITY oi=TIGARD BENCHMARKS,PROPERTY CORNERS,MONUMENTS AND • FOUND SURVEY MONUMENT AS NOTED OTHER REFERENCE POINTS. IF SUCH POINTS ARE (503)828-8831 CC d CONTROL POINT PLANNING/ENGINEERINGco DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES. ARCHITECT z N THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND/OR KERRY VANDERZANDEN ARCHITECT PC Y k YPC YELLOW PLASTIC CAP P.O.BOX 28 03 SURVEYOR AND PAY FOR THEIR REPLACEMENT BY 0 1,R, IRON ROD EMPLOYING A PROFESSIONAL LAND SURVEYOR TO RESET O BANKS OREGON 97106 PROPERTY CORNERS AND OTHER SUCH MONUMENTS. O (503)319-7666 C a �I.`P. IRON PIPE CITY OF TIGARD W t • 1 DECIDUOUS TREE AS NOTED F.7proVed . I CONIFEROUS TREE AS NOTED a. Conditionally Approved..--..•..._...._--..--.--- [ 1 For only the work as described in: PERMIT N0. > See Letter to: Follow_ - - - - [ Attach.............._-..........- 1 1 Jeb Addressr� nol(d1o E,,. (,�_— para. n 1 U N W N TIGARD PUBLIC LIBRARY w FF=150.74 �,<r AK��E V,`� As/ 0 5' GRAPHIC SCALE co 0 10 20 A II LIGHT 1 1 ri Vire B' Iso 1 Inch = 10 ft. LD ;'f�Z�� I—DROPBOX ...\- 5' BUILDING LINE f446 L- `SOLO f f / --,p.4.11--I � RIM=150.47 Ts �� ,fff:-.., BENCH • - , 4"PVC CAP SDCO REFUSE BIN TREE ORIPLINE ` soar RIM=150.(6/0'_^�\ � RIM=14• , ISO L 1 .• 4 ✓ C) v ...,a_-, _ x��4'PVC CAP 6 �5. • y flff f�:f \� 6' SDCB +_ ' if f f '� BENCH RIM=149.707 F fflf \ , IRRIGADON BUILDING LINE ,' VALVE BOX • 1 FROM ABOVE •.� BOLLARD(TYP) 4• VC CAP ADA SIGN _� ADA SIGN `�^�7' ISO `\' +... g PAVERE IE ADA SIGN�4•PVC CAP ADA SIGN-SADA SIGN - -- _ �� o PAVERS \ / \ SIDEWALK • - `41 / 4•PVC CAP-\ f52� - ,- ., r m n LIGHT f 'R / o G g9 \\\ rrr55511i___sD�m T52a7 4•PVC CAP 4'PVC CAP H ''+ TC 151 5B TREE DRIPLINE I j LQ g 0 ASHTRAY IP./ .11 fl=75212 fl=151.87 fl=15181 fl=151.81 4 aC 8 B' / f (5: �� Cd W 3 f✓2tis / I � 0"j+157 O8 / \\ 151.17 . \ IC.I5E19 1015073 / IR 15211 1-151.81 \ TO.I5181� aZ m rc=15278 / iP.rsr.E6 T►.131.7i Is1.48 rP-Is1.32 GY1RB iP.isl.l0 rP=Isa87 fl=130.M 1- - ` r \\ // a fl=152.!6 \ (TYP) ) 2 / D TI•/ Ta., REGISTERED fl=r5s.0 1P=151.70 -\. \ C� \ I N• PROFESSIONALV� rz rssx r. CURB(lYP) � � fl=13135 fl=152.J5 CURB(TYP) 1'DJB.r�� N / OREGON ROI.EMBER 10, RAID EDWARD McKAY r0 59859 / EXPIRES:12-31-2016 DE90CD BrKAIO E MCKAY V ORAN BY, KAD E MM(AY O p O[GED 9K KM E.MCKAY j WE YTBRUARY 23.2015 Y N RENYD ON: N N AE3 NAME:KVA TIGARD LIBRARY 768 0 15022 5w[EI'1 Cr 1 I! 17 I. 1. 1. Ir I. IT Ia I" I ' I.. I" 1x• I0 III 10 IIP I. ABBEVIATIONS SYMBOLS PROJECT OVERVIEW NEW BOOK PORTAL A/C ASPHALT CONCRETE HSA HEADED STUD ANCHOR AH ANCHOR BOLT HSS HOLLOW STRUCTURAL SECTION O KEYNOTE(BY SHEET) Rowles new exleda��ning and other minor remodel wok to accommodate ACT ACOUSTIC CEILING TILE HT HEIGHT NEW BOOK PORTAL new automated book drop and computerized book processing eaupment. ADDI ADDITIONAL ID INSIDE DIAMETER Inifdlalion d automated equipment by others.puck includes cont sidewalk. osanr/saweuHing,electrical.exterior awning,cutting/patching of mise inferior ADI ADJACENT IN INCH finishes.and mina reconstruction of existing book dap cabinetry. ARE ABOVE HNISHEOFLOOR INCL INCLUDED,INCLUDING " NORTH ARROW TIGARD LIBRARY ALUM ALUMINUM INSUI INSULATED,INSULATION AMHCAYE CODEj: 2014 Oregon Eluciwd Speddly Code TIGARD LIBRARY ANDD ANODIZED INT INTERIOR 2014 Oregm Hectricd Specidty Code GOY ARCHITECT OF RECORD IAN JANITOR Tsw ARCH ARCHITECTURAL IST JOIST OCCUPANCY CLA3LFICATIOn ASSY ASSEMBLY IT JOINT ,�� PLAN/TRUE NORTH A-03Commce ArnmifU Reti/9 00/1 eas 135005W Hall �� ARROW Portland,Oregon ATR ALL THREAD POD K MKS) - B - 7'�` comsrEUCrION TY Pt V-Thr 1,998 OSSC1 - BD BOARD KD KNOCK DOWN _ _ \ "� f f BLDG BUILDING KSI KIPS PER SQUARE INCH ' 'JJ-. ', I ___7,---- ' -t` FAL!3pdNKLFRET: Yes • BLKG BLOCKING L ANLL SIM 4 0 00-0&2015 150435 A-001 a BUILDING SECTION 0 Iota No=calg Area 45.030 9 BM BEAM LF LINEAR FOOT p a {/yam New: 1ST ROE BOTTOM Of UM LONG TEG HORIZONTAL ® p O Exslg" a5: i BRG BEARING TEV LONG LEG VERTICAL C 0 ° M. Glll r Told: 45.030 A ^I BSMT BASEMENT LONG LONGITUDINAL BTM BOTTOM LTG LIGHTING a�a51M WALL SECTION 0 0 7�I BTWN BETWEEN LVL LAMINATED VENEER LUMBER I� /�h., l 3 BUR BUILT UP ROOF LWC LIGHT WEIGHT CONCRETE F ° /7-r"--- //`//��'' BW BOTH WAYS MANUF MANUFACTURER `_ , / o O PROJECT PLAN NOTES ; z a C CAMBER MATT MATERIAL A <NI% �{ / a IA) E At ,'.g SIM •Hsa.P. /, 7....z......-z...... Q 1 NEW EQUIPMENT BY OWNER a.. i CAB CABINET MAX MAXIMUM a DETAIL SECTION / -L ` Ff�li YZ NEW OPENING IN EXISTING EXTERIOR WALL KD Q El 2 CB CATCH BASIN MBS METAL BUILDING SUPPLIERVW `�'��x'`_ � ` 3 NEW AWNING(ABOVE) _ CH CEILING HEIGHT MDF MEDIUM DENSITY FIBERBOARD * 1:° `-L j( -,`TT, W A 3 MODIFY EXISTING CABINET FOR TRANSITION TO NEW BOOK CIP CAST IN PLACE MECH MECHANICAL SORT EQUIPMENT(EQUIP BY OWNER) O CONTROL JOINT MIN MINIMUM I/T� A. '" KERRY W.VANDERZANDEN OP COMPLETE JOINT PENETRATION MIR MIRROR CP I INTERIOR ELEVATION -- 40 4 /� IP 1t',. D©• J f -- 5 CUT HOLE IN EXSTG GRANITE COUNTERTOP FOR NEW WIRE Cl CENTER LINE MNP BD MARKER BOARD PASS AND GROMMET ARCHITECT,P.C. CLG CEILING MTD MOUNTED - Q Q 6 REMOVE ITREE PO BOX 28 O 7 REMOVE I TREE,APPROX 7"DIAMETER BANKS,OREGON 97106 CLR CLEAR MIL METAL e NEW CULVERT BENEATH NEW SIDEWALK (503)319-7666/(503)324-0883 FAX CMP CORRUGATED METAL PIPE (N) NEW 0-0- SPOT ELEVATIONS -- -' '- / - 9 NEW ELECTRICAL CIRCUITS AS REQD FOR NEW BOOK SORTING CMU CONCRETE MASONRY UNIT NA NOT APPLICABLE L xs ( EQUIPMENT(EQUIP BY OWNER)SEE EQUIPMENT SUPPLIER -.1. COL COLUMN NIC NOT INCIUDED IN CONTRACT ,Y 5 J DRAWINGS AND SPECIFICATIONS COMP COMPACT,COMPACTED NOM NOMINAL 1 t i - /\ 10 NEW OPENING IN EXISTING INTERIOR PARTITION CONSBLE/sB CONC CONCRETE NTE NOT TO EXCEED � CHANGE IN ELEVATION d 6. p p v. „ II RELOCATE EXISTING ELEC&DATA OUTLETS TO SOUTH AS REQD CONN CONNECTION NTS NOT TO SCALE .. _ TO GAIN ABOUT 6"OF SLACK AND REROUTE EXISTING METAL STRUCTURAL_ CONY CONTINUOUS OC ON CENTER CLAD WIRING BENEATH NEW BOOK CONVEYOR 12 DATA&2 Miler Consulting Engineers.Inc_ ELEC DUPLEX RECEPTACLES) 9560 5W Barba Blvd.,Ssile 100 CONTR CONTRACTOR OD OUTSIDE DIAMETER Portland.Oregon 97219-5412 CPT CARPET OH OVERHEAD1 PROJECT PLAN Ph 1503)246-1250 Fax 1503)246-1395 x CT CERAMIC TILE OPH OPPOSITE HAND — CYST CUSTODIAL OPNG OPENING �,_ GRID LINES 116-"-0- GENERAL REQUIREMENTS DBA DEFORMED BAR ANCHOR OPP OPPOSITE DBL DOUBLE OPT OPTIONAL 1. EQUIP SUPPLIER WILL PROVIDE A SPECIFIC DATE OF DELIVERY IN MID-JUNE FOR NEW EQUIPMENT.CONTRACTOR SHALL COMPLETE WORK FOR NEW OPENING NO DEMO DEMOLISH,DEMOLITION OWI OPEN WEB JOIST NEW CANOPY LATER THAN LAST THURSDAY BEFORE SCHEDULED DELIVERY DATE AND PROVIDE DEPT DEPARTMENT P LAM PLASTIC LAMINATE a SIM NEW OPENING IBV CONTRACTOR) TEMPORARY CONSTRUCTION TO ENSURE BLDG IS SECURE UNTIL NEW EQUIP IS DF DRINKING FOUNTAIN PAF POWER ACTUATED FASTENER - DETAIL CALLOUS FOR NEW BOOK DROP(HR OWNER) INSTALLED.All OTHER WORK UNDER THIS PROJECT SHALL BE COMPLETED DEA DOUGLAS FIR-LARCH PERP PERPENDICULAR i BEFORE THE NEW OPENING IN EXTERIOR WALL IS CREATED. -J.DIA DIAMETER PIP PARTIAL JOINT PENETRATION 2. ELECTRICAL SCOPE WILL HAVE AN EARLIER DEADLINE FOR COMPLETION TO DIAL DIAGONAL Pt PLATE -DRAWING/DETAIL NUMBER - PERMIT TIME FOR TESTING AND ACCEPTANCE BY EQUIP SUPPLIER.THIS DEADLINE DIM DIMENSION PLBG PLUMBING _II. __-/I_ '. IS EXPECTED TO PRECEDE EQUIP DELIVERY DATE BYAPPRRX2 WEEKS. SHEET CALLED OUT FROM(WHEN USED) ■'11110. ��_ ■I ri _ , V ' 3. CONTRACTOR DUST AND ODEA. WORKCO PLETELY PLASTICBARRIER,CONTAIN AND DISP DISPENSER,DISPOSAL PSF POUNDS PER SQUARE FOOT i DRAWLNG/DETAIL TITLE ALR DUST AND ODORS,AND COMPLETELY CLEAN AREAIEAr END IN 1111 • DIS) DISTANCE PSI POUNDS PER SQUARE INCH EACH SHIFT AND ENSURE AREA IS READY FOR USE BY OWNER.REMOVE DL DEAD LOAD PT PRESSURE TREATED r DRAWING TITLE TEMPORARY BARRIERS AND PROTECTIONS EACH DAY EXCEPT AS REQD FOR ON DOWN PTD PAPER TOWEL DISPENSER B5o __ SAFETY_ II DR DOOR PWD PLYWOOD ` 4. All WORK MUST BE PERFORMED WHILE LIBRARY IS CLOSED TO THE PUBLIC. — , 0 3' DS DOWNSPOUT QTY QUANTITY )DRAWING SCALE LIBRARY IS CLOSED ALL DAY ON THURSDAYS.EXTERIOR WORK MAY BE xne s 3 zees at FLAY Hale OTT DETAIL R RISERS) _NM. PERFORMED DURING NORMAL BUSINESS HOURS EXCEPT FOR ACTIVITIES THAT I 10 not L3,H AT Olen scale accordingly) DW DISHWASHER RAD RADIUS REC js ARE LOUD OR WILL GENERATE NOTICEABLE DUST.NOISE&WST PRODUCING _ ACTIVITIES MUST BE PERFORMED AFTER HOURS. PREPARED FOR. DWG DRAWING REF RECESSED n. +� \ 11 5. CONTRACTOR SHAH ACCESS THE WORK AREA ONLY THROUGH EAST SIDE DOOR. LEI EXISTING REF REFERENCE : i� �„. O ����,I�l _ED 6. SUBMIT ALL PROPOSED FINISHES TO ARCHITECT FOR APPROVAL EA EACH REIN) REINFORCE 'IILII III—III—III—IIIF�III-111—III—III—III—III—III—III—III— 7. SUBMIT SHOP DRAWINGS FOR ALUMINUM AWNING ASSEMBLY TO ARCHITECT TIGARD PUBLIC LIBRARY EF EACH FACE REQD REQUIRED FOR APPROVAL. 13500 SW Hall Blvd,Portland OR rS EL ELEVATION REV REVISED,REVISION PARTIAL SOUTH ELEVATION &. CONTRACTOR SHALLPROVIDE ELECTRICAL DRAWINGS AND DETAILS AS REQUIRED g, ELEC ELECTRIC(AL) RO ROUGH OPENING I 1 �]qq]1�W�� FOR PERMITS. p EN PANEL EDGE NAIL 58V STAIN&VARNISH 3/32-'__ 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE COMPATIBILITY c§ ENGR ENGINEER SC SLIP CRITICAL OF VARIOUS PRODUCTS AND MATERIALS WITH RESPECT TO MANUFACTURERS WRITTEN EOR ENGINEER OF RECORD SCD SEATCOVERDISPENSER TIGARDRIOTY i CITY OF 10.Pl.\Fl lDI�1IRIOEE5 FOR IN� NOTED OTHERWISE. TAX EOS EDGE Of SUB SD SOAP DISPENSER ja Q EQ EQUAL SF STOREFRONT,SQUARE FEET w [ ; MAP ALOT- EQUIV EQUIVALENT SHT SHEET PLANNING/ENGINEERING. APPrOVed _._._«. ....„.-. EW EACH WAY SHTG SHEATHING nF} �K REVISIONS. �25102DDOOlIO0 2S 1020000200 EX EXIT SIM SIMILAR Conditionally Approved •-••c•••`-••••-••• [ J m No DAN Desalphon EXSTG EXISTING SLOG SLIDING I ^ �' F Q r only the work as described in: p<q. EXT EXTERIOR SMS SHEET METAL SCREW • �P�µ ED FLOOR DRAIN SOG SLAB ON GRADE/GROUND • ��T.. F FE FIRE EXTINGUISHER SPKR SPEAKER -'; a . PERMIT N O. K FEC FIRE EXTINGUISHER CABINET SPRK SPRINKLER a F , FIC LURNISIFPD&INSLAILED BY SQ SQUARE ra r,..rcKA4a" PROTECT LOCATION • ��[� '� Say Letter to' Follow.........---•-••• «•---•[ j op CONTRACTOR SS STAINLESS STEEL ,+a menu. 1111.,-,,. ��� 7 Attach •„-...« Attach a, FIN FINISHED STD STANDARD '� 4 ' - `��• / sj12b Address:Address STEEL '�•' ”. ^'•-.,^_ ..,..,,,P._ s 2 FN FLOOR STOP STORAGE y �- YL C' 4 FN HELD NAIL SUSP SUSPENDED l �)'s -�---�-- 1\ssl.. Date: E FNDN FOUNDATION SV SHEET VINYLj.' " Fa FACE OF T TREAD(S) to '-,••iA _. -� E /\ DRAWING INDEX _ PRaILaNDMBLR: 1SV435 FOIC FURNISHED BY OWNER,INSTALLED BY TAB TOP&BOTTOM - Y 0 CONTRACTOR TAG TONGUE&GROOVE « � d^ f 'I'. a - -, • 'r " DATE: 04-08.2015 O FED FIBERGLAS REINFORCED MASTIC TEMP TEMPERED f SHEET NUMBER SHEET NAME DESIGNED BY KV YFPR FIRE RESISTANCE RATED TOF TOP OF 0.-001 TITLE SHEET (Ay FRTS EIRE RETARDANT TREATED WOOD TORO TOPOGRAPHY - AERIAL VIEW/PROJECT LOCATION A-002 CODE SUMMARY DRAWN BY: DC of FE FLAME SPREAD.FLOOR SINK •�. --. A-003 CONSTRUCTION REQUIREMENTS CHECKED BY KV TPD TORET PAPER DISPENSER • TRANS TRANSVERSE,TRANSITION PERMIT SET FT FEET p-101 OVERALL FLOOR PUN FTG FOOTING 'AOai'F b'^'• SIGRO OWlElb A-501 AWNING&EM WALL DETAILS TYP TYPICAL N PROPERTY: - City of Tigard SHEET TITLE: GA GAUGE LINO UNLESS NOTED OTHERWISE13125 SW Hall Blvd,Tigard Oregon Project Address: 13500 SW Hall 0.502 INTERIOR DETAILS P GAL,/ GALVANIZED 9yB VAPOR BARRIER y -i Portland,Oregon A-901 INTERIOR PHOTOS GB GRAB BAR OCT VINYL COMPOSITION TILE 5 - •- ®5 OWNER REPRESENTATIVE' rax Map&Lot: 2S102DA00600:25102DfM/0100; A-902 PERSPECTIVES GLB GLU-LAM VERT VERTICAL innw•xBEAM .w Kevin Cole 25102E003200 O GRAN GRANULAR AIR VERIFY IN FIELD (503)718.2588 Zone: PR P oXl3.5xres TITLE SHEET S GM GYPSUM WALL BOARD W/ WITH •rw..cau,su.ax TENANT: U NC HANDICAP W/0 WITHOUT Tigard PINI(lid my HOG HOTDIP GALVANIZED WC WATER CLOSET VICINITY MAP 13500 SW Hall Blvd,Portland,OR OUR HEADERMargaret Barnes SHEET NUMBER WD WOOD i HDWR HARDWARE WDW WINDOW 1503)084-6517 A HF HEM-FIR WF WIDE FLANGE HM HOLLOW METAL WH WATER HEATER to HORIZ HORIZONTAL WWR WELDED WIRE REINFORCING p HR HOUR 1A x , 1/ i, 1, i, 11 i, i. T ILC III I I13 II. III I-IA Ill IIX I19 I= 1, I, Iz II I. 11„ X11 too IIT 11. II: IIB ll, II. II. It„ NEW BOOK PORTAL TIGARD LIBRARY 13500 SW Hall o Portland,Oregon 0408-2015 150435 0-002 _ IOC• I _ t Ls TO 2 p ' ���_`` / Q KEYED NOTES Y O- i / / W111:1-1". ' �'�` 1 l NEW EQUIPMENT IBV OWNER) ` lr ? 0 / 2 30"s48'CLEAR FLOOR SPACE _ -` a. / ___ `_` _C' 3 60"TURN CIRCLE.MAX SLOPE I:68 ACCESSIBLE ROUTE / . + / 5 EXISTING ADA COMPLIANT PARKING STALL KERRY W.VANDERZANDEN 0 / B EXISTING PARnnaN ARCHITECT,P.C. �_ ) EXISTING LIGHT POLE Pp BOX 28 `\� __ / / 8 NEW WALK,6"CONCRETE ON 4*MIN COMPARED BASE,SLOPE IN BANKS,OREGON 97106 ��1 DIRECTION OF TRAVEL SHALL NOT EMCEED 1:20,CROSS SLOPE 216 MAX 111111 IPiJ J • _ (503)319-7666/(503)324-0883 FAX ~ FOR SEDRAINAGESEPARATION 9 FIRE SEPARATION DISTANCE GREATER THAN 30'4'THEREFORE NO VOI l• / -` _ EXTERIOR WALL FIRE RESISTANCE RATING OR OPENING PROTECTION 1,' eN` iiis 0 D REQUIRED(DISTANCE TO OTHER STRUCTURES OR PROPERTY LINES IS IT HEIGHT TO BOTTOM OF BOOK DROP OPENING IS APPfl F VI ABOVE \ �i EXTERIOR WALKING SURFACE ' ,I/, igiVrit • - n /V I 1` U/-> i. I t. 0i �V FQ �p11, H C l O sN. v IL t.1, %n I` u, o CITY OF TIGARD ,I I Approvedil/ - Conditionally Approved ... [ �1:2) t or only the work as described in: - �` G� ,l,�R .,w„...I.rPERMIT NO. PPFPAPFofDR T,�� �u..x.o,d,.DYI / See Letter to: Follow...................- ( l Attach [ ] TIGARD PUBLIC LIBRARY °` R oh Addres -- 1P1(2/1-ED T.', � _ 13500SWHall Blvd,Portland OR m - AI CODE COMPLIANCE PLAN 205 m”8010800:251020000100:251020008200 REVISIONS'. No. Date Desonptlon U 1. pKp 9 8 t PROTECT NUMBER-. 150435 O DATE. 0408-2015 DESIGNED BY: KV d DRAWN BY. DC 0 CHECKED By KV N PERMIT SET SHEET TITLE E 9 - CODE SUMMARY S U SHIFT NUMBER: o A-002 I. I, 1• 1 1 I F 1. IIP III IIT I l' 1 1. I is IIB I IT I IT 1 IT I I„ • 1 I2 la la 1s I6 I] Is Is IIS I,, 10 I 1" II6 116 117 110 I Iso NEW BOOK PORTAL OS 0000•GENERAL REQUIREMENTS H. PLACING&CURING CONCRETE. 11.Cleanoots N. provide fire..p at penetrations of fir.,esislame rated assemblies.R ping shall H. itch lighting<ontml for.112000 square feel(maximum)within A When accompanied by svu<tutal drawings and specifications prepared.a register. 1.Place concrete in conformance to ACI 310 and IBC Section 1903,within a.Atgrout p"wsexceeding 5 feet in height Droride cleauuts at every verticalbar provide fire-resistance rating not less than assembly being penetrated,tested to any given office space enclosed by full M1elght partitions,unless noted otherwise. Engine.,where those requirements conflict with the requirements below,structural range not below 50 degrees F and not above SS degrees F at time of and at32'-on m m spacing for solid groutedmasonry. ASTM E014-Ineelli0accordance wth manuladurns Print.instru 1 ProWde rogrammable automatic shutoff relay controls overriding l«ai swiehing,in 0 drawings and specifications shalt rake piecedeme. r, zng weather,provide suitable means to maintain the concrete at b.Construct clea00050with an opening f sufficient size to per.removal of debris, O. install espl.it comRTiuAnshingle roofing Where'n❑icated per manufanur00 interior office roans larger that 2000 s1 PCI'Control Keepei or approved equivalent p mn8o B. coni.byi frcatiom prepared for this and within wren err than 50 degree Ftor three den. with aminimum dimension°f 3lrches. and IBC Section 1508.2. I. Provide photoelectric outdoor lighting timer control on all exterior lighting circuity, peri protect an lemperatree of 15W opening R°ject Manual.or issued by Addendum.where those requir ern..conflict with the 2.Place construction join...pouf is interrupted.as required by ACI 318. ly sealed ah.inspection and before grouting resist P. Vapor bar. indicated otherwise):asphalt saturar.felt meeting ASTM unless otherwise indicated. ^00 she. TIGARD LIBRARY requirements below,the RDject Manual requirements sell(lake precedence. 3.Locate contraction join.in reinforced slabs every 30'O"(maxj eacM1 dkectiom.For grout pressure. 0226.15 or 30 pound as indicated. K Provide signs reading OF REFUGE"atdmrs that access C. Conform to minimum standards of current editim of the International Budding Code ffireinfoffied slabs,contraction joints shall be spaced at 36 times slab thickness 12.Mortar:Discard umsed mortar after 2 1/2 lours of lmtlal mixing. Q Rovide....Emi..Polyethylene Oast,ground cover throughout-creed sof Refuge per 2010 OSSC Section 1007.6 Signs shall be illuminated at areas as ended by state and local Nrisdichons and all other applicable construction Imaxanunft Fill joints with sealant(unless noted otherwise). - - under elevated wood ham.DOorsof habitable space;black'Moque...or required by Section loll to have exit signs.Provide 2.wavcommuniwli0T at Areas of codes,local owdiwnces:end regulatbns. l3.Hot antl cold weather constriction cryurremenis per ACI 530,1/ASCE 6/TMS 602 equivalent. Refuge to meet Sections 100).8.land 1007.0.2.Housing Devices Inc ADAIWor 13500 SW Hall d,Construction end contraction joint sealant:At areas exposed to truck or forklift spmifications shall apply. oqa D. Coordinate with local governing agerrcres and with.serving utilitin for all permits, traffic,fill with Sure Fil 152 or equivalent(Shore A Hardness 80 minimum).All offs. - R. Protect exposed exterior slab edge insulation with rigid.op .,weather f eft... approved equivalent 14.Temporary bracing of masonrywalhlstheresponsibiityoftheContract«. 6'bNow de. L Provide Portland,Oregon regulations for won k on public property anti(°utilityWater service areas MI wth Sikefiexlc SL(or ap °v.equivaent) protective covering to minimum gra 'u Pr emergency egress lighting where System shall provide required is Moisture p U 1 iM<a[ed oiherwis b gr d unpainted lighting for 90 minutes minimum. backflow devices must be db 'f t II applications. 5Wood float and steel trowel all int ar slabs m°noith'cally,free°,depressions or - - S DetermneUfactws of windows,doors and sMNightz per M.WO.the 8 6 'th water repellant sealer Se11 mybelow grade on expos. values list LA Chapter l5 o1 the 2009 A5HRAE Harabook of M. Provide l footcandle minimum emergency g E. The drawings and...cationsrepresent thein shed s.ucture.fieConnacl.shall projections.Surface tolerance shallbe:l/4•'n 1D Fen row mato p pint. commercialsize category gmcyegresv light level in eklwan,and within to x`wil withction two coals walerproofemuOm.A Apply per manvfa<lurer's Fundamentals. 50'of exterior wall with light fixer ese d with battery backup and trickle nabefullyfamilicuted rvag l Drawings and or unrealvablepriorime stetting EXTERIOR WALKS AND SIABS.lif indicated) at or lo equipped 04-00-3015 150435 A-003 the lWork.Confusing,obscured or vague information,or unrnolvable dimensions, I.Concrete sidewalks,aprons. instruction!. _ T. The temporary label affixed to fenestration products shall not be removed prior to charger,sufficient for 90 minute emergency operation.Emergency egress lighting to shall be b ought h of the M1 tlately larger.scale g termer 0 and b R'gh fWay per current applicable 6 FII all g d MU HBU cells with loose granular Insulation. • inspection. comply with IBC Chapter lO Section 1006. (5((�� oral Drew 17 M.ffi' IU to tl ns res.nstal enc...flasnngs,and other embedded _C..4‘'11) k�QCJJ detail dimensions d II D° tl g. 2 vtexture walkway) indicatedf accessibletraffic warner - ,.s`c�no� warning to terms as thew 4 r°gresses swl1 F problems ' Ba gconditionsd p discrepancies or potential is of duh !Laving tl' oBWW OPENINGS 310000-EARTHWORK as prOb j 'Architect eProvideA Ex dimensions,Inn grades and minimum depths asindicated �l 3gProv de perform exteriorexpans conforming(^ASTM Mail for 050000 METALS A Install packaged unit doors,windows antl skylights per manufacturers printed G. The Contractor responsible forw w methods and safeguards during asphalt saturated fiberboard 3/8"thick minimum,length and depth sufficient to fully t to and AAMA/WDMA/CSA IOL/5.2/W0 latest editions with al updates. B. Verifyconditions" he footings and make any corrections to place them on firm V, fll constf on(IBC Chapter 33).The Contractor shall determine where and how ethe contact surfaces,at 20 Foot maximum spacing d where slab abuts A. aEFEREN'"):- Vetsron).ASTM enema ul(A")"A'A"'AM'A30), Include sealant bedding joint at nal Range, structural fill compacted to 95%°f maximum density of optimum pacing an precautionary .lib used and[oinspect same the field. another slab.isolated slab,or wall. 4.325,A500;A653 992 C8B1 B. provide safety or tempered glasswithin 24 inches of a door edge 60 content per ASTM 0698(Standard Proctor)or 90%of maximum denity per II ,.) C°nebmtpnlwtls upon. b<mexcnv°(merdesign loads(50 psi 4separate Unless noted otherwse,ptch exposed slab outfaces at 2%slope fur drainage and B Rectangular HSS f.mlo ASTM As00.Grade BF 6ks)Round HSL(tube)to inches ofa walking surface,and within 18 inches o,a walking surface separate of a ASTM OBS](Modified Proctor) Thec p a be verfied by an independent OR(.r �W floor,25 psi roof unless°n indicated). provide f -aAS 5000rade 0,Fy 424x,Stmct pp lrm tdASTM AS3 extingagencyqual'fiedmlM1eslalu°II d' .Fill, depths 8reater than l2 At. de med um broom non slip surfaces-n cross direction of travel. - door, n H Special Inspections:The C r shall provide notice as required by Structural Type Eor S.Fy 35k'Wide Range to ASTM A.2,Fy504x,ocher zevonspaleo 'down with at<d tinted,insulating inches shall comply with of approved geotechnical report Assumed soil a� Illk 5 Provide tooled crack control Ants at 5 foot centers each way maximum - C. Provide exterior,heat envelope wen co tinggass, 9 e vi Ora..and Specifications fon scheduling of special inspectors Where not antl bats ASTM A36 Fy-36ksr. beating pressure 1500 pounds per wave foot(Dsf)unless noted otherwise. 4's \{ _ cg 6.Con<eete testing not required for nonstructural fully supported skew. SHGC<0.40.0<0.46 at metal frames.U<0.35 at all others. '` OF 0 Otherwise ineicat.,provide Sbminesx den notkefor all special inspections.The C Machine Bolts:Conform to ASTM A325.Tighten all bolts in steel pen RISC C. Shuld bearing surfaces be softened by water or host te-excavate to solid bearing O ^' Owner will provide required special inspections by a qualified testing agency.Test concrete(walkwarsh ticatbns for strength Galvanize❑coatis hall conform to ASTM A153. D. If not otherwise indicated,provide ANSI/BIIMA light commercial(Grade2)hardware pt (Min.)wncrele. h3 Zr- reports space gr g gss h antl back fill t°indicated de h with 1,500 psi win be reviewed by the Engineer and approved by the building official. D. Anchor bolts for embedment in concrete fabwice.with a bent le Conform to ASF. minimum with return bend lever handled type lock and tetchy.. locksets to have ft Renspection caused by initial failure will be provided by the Contractor.Contractor 040000-MASON. g' always exit-function,except where deadbol.are indicated. D. Compacted fill under slabs on grade:Granular fin graded from IV'to 3/4",or well pr°'^ A30] graded fine gravel and sand with a maximum of 3 Anent passing No.200 mesh. shall bear any<I'00 rare-inspections. A E. Sectionaldoors atheated spaces shall b..Me❑(gsMinimum). KERRY W.VANDERZANDEN REFERENCES R. All field welds,shop welds,weleinginspeclbns,and welder gualilkatbns"wmply Compact to 95%ofmaximum density by AASHO Standard T-99,(of 92%by Sta.are I. XM1.des[ruct«al observatims by Engineers minimum°()days prior. I.ASTM International AS est F. Where indicated,hotel swinging fire-rated doors per manufactures is instructions ( TM)C90(Let ion)Standard Specification br with specifications in IBC Sections 2205,2206220),2209 an❑2210.Welds sNllbe i-180,as applicable.in maximum 6'lifts.Minimum 6'base course on good toll. I. Provide new commercial qualitydoth throw with ciwns,panic bars and intumescent smoke seals,Perk°HSS equivalent. w° through.. otherwise. Iwabwang Concrete Masonry ani.n tipecmimv«lea per lee section IMO. E. Backfin trenches with dean dry earth.Backfill shall be free of debris,necayable ARCHITECT.P.C. All manufactured products shall be installed,cleaned`and commissionedn Ploy.intumescent glaring tape al vision fin Always operable lever handle 2 AST.lntetwliwwl(ASTM)C2]0(Lalnt Version)Standard Specilicalpn for Mortar G Structural stet ren notintentled for embedment in masonry ore concrete shall be laehets acceptable at«<upanc es other then"A"and'E"unless not.otherwise, matte,and rocks exceeding inches in diameter.Compact to 9S14,of maumum PO BOX 28 accordance with manufacturer's prin.'nsr for Unit Mwmry prime DainleE°r galvaidzed Zinc galvanized coatings°n iron and steel pmduc[s shall density by AASHO Standard T.93,(or 9214.Sta..D180),in maximum 6"lifts. 3.ASTM bmfwuowl(ASTM)e4]6(latnt version)stanaare sp«dicxbnforuwi G. Seek caulk,gasket or weethnt.ip sie...°<ted doors and wmdowt to limit air BANKS,OREGON 97106 • Dispose of all extant n.demolition.excess,and waste materials off site unless onform to.TM A123. F. Remove debris and decayable matter from areas to be backfilled.prior to backfilling otherwise noted.Dispose of hazardous materials in accordance with disposal leakage and infiltration.Manufactured doors windows,and storefront assemblies Pus+ for'Masonry' fabricated items indicated fur hot dip galwnisation shall be galvanized after all - Back fill trenches after ab°vegrade concrete walk have been completed and are (503)319-7666/(503)324-0883 FAX omen.of authorities having jurisdiction. _.. shall meet current pe0on Enengv Efficiency Specialty Code rcoWremenis for an thoroughlytet. requirements gjuris 4.The Masonry Society(TMS)602(latest Edition)Specification for Masonry fabrication is completed, leakage and thermal performance. L Contractor requests,orredesign of the work shall be performed at con[ractois Structures I. Repair galvanized coatings per ASTM A780. - G. stall under slab fill evenly cher footings and foundations have been placed a^❑ • including re-engineering and redesign of relat.sntmu and assemblies. S.The Masonry Society I M5)4021atest Edition Building Code Re - H. Provide Products.components.and attachments sufficient to widstand stated wind cur by the shall maintain schedule and compine the project within the timenequiw. ( 1 8 Requirements lot 1. LigM1l gaugestr«tura)0100 published 50003 050 the lalni edition of Steel Stud load bed by the Contract Documents imluding the time requited for redesign. Masonry Structures Manufacturers Ass«Talion published load and span tables and"Cold Form.Steel I Moons op H. Back fill against<o..walls shall he placed only after conce[e has reached its erablewndow hardwarewthin accessible reach ranges according to specified 28 day strength.WNfea structural sntemndesignedoprovide M Cut,fit. patch h '. k p B. SUBMITTALS Details.' ICC/ANSI AII)12003 Operable doornardware shall be located not lower than 34 (0 P 1 All structural)ht I members than be certified prime steel meets support to the foundalon walls do not backfill until floor is fully constructed, h 1 Restore to th condition existing 1 Submit snop drawings,p ❑ data.and samples,as applies for the following g gauge stere 8 inches d high h 48 inches finished flow. logesgpror to i (CMU), Design,Mortar,CMU Reinforcing STM A653s ld I'y Grade 33for steeh thinner than l6 gage and n<ho.and capable of pfovid'^g the required support fitting,and patching, 00001 Concrete Masonry Un'.CMU,Grou[M'x Des g ) 1 Doors with T operable -hmaximumIS@ unlatch force,30 lb to a N. Convacl°rshaliroon❑era dl' unloading, f d Steel. G 50 for l6 gage(54 mils)end thicker.Grade 33 steer shell have a fy late AlSlb I opening, I. Finish g de shall be true and evenly sloped away From the structure s%for a & 331%)0 anti 45000 Grade 50 steel shalhaveaty•5001)0 psi and fu of 10'-0" C. P 00 C psi an psi. tri mate S d d al according f d KProvide metald frames Withdfdded °is and removable spreader bar P., rm to mens of EMS 602 except as unlessindicated D instructions a f damage and t materials-shall f g OFtJ .-T - humidity n' g specified by manufacturer's p ire❑ tructons modified bthe requirementsf these drawings antl specf cal ons. G2 flolrgehntt gear ogr tl/o1<hItdga vanzed per ASM A653wthmnmum coating of ' 320000 EXTERIOR IMPROVEMENTS ,_ O. Where speefiea'tems.products,or mate,.include the words"of equivalent,""04 2 CONCRETE MASONRY UNITS .' weight and per. paAAA A'mbersand"Aor'ner°nn odber nFd eraeansnf eEepaprausegoveysa.hatheedolM10mostaddar0 A. hodheithC Comply w.Or egon HighwayD p Standard CI ss C" apicoved equivalent,' est by other manufacturer,""or equal.•°n'as cubic foot conform S 90 with linear drying shrinkage limited 0.065%and °LerriP.T . firetest exposure 5 f for p k glight,duty -li iti' dor sed by Architect' tforeArcM1tect approval according to submittal of an exceeding ofw water q' f f ndUse ae web sfNners at trate❑Iw perpendicular to untweb antl where M. Deadboty n rated unless epec'ficallyndicated. rrequired: M1 d hl gin2course requiremen and rprocedrurn. time of piaacementn M' compressive strenBlM1'of masonry,ren 1500 psi on net dsN hated t madlacent perpendicular wall late unless noted compaction) /2 M C(92 compaction).bottom course 11/2 CI "C"(91% top P Substappritutions:s Requests rot aernai ver products,equipment, area by method of pro...Type and colon as selected from manufacturer's 4 Align r.f load beanng sluts unessolherwse-ndwted Penpen hinge on)ove 2levellingcouse of 3/4 minus gravel(95%compaction per T.180) • ufacturers or other requirements for ms thaltlmaterials. is mple of andard 5 Use g6(m(minimum) head fasteners for air co meal.light gauge metal otherwise. over cum led bras 5 of I1/2-minus noshed rock compacted to 95%per • Iwlemvlanguage as n°ILA Gove,0005 be appr000 bly ubstitullo nequesl prior 3`HOLLOW BRICK UNIiS(HBU):Clay or shale unies roniwmogto ASTMC625,type atachme ts. O. 0eteembe U-factors of windows,dmrs,antl s4yligh.per NFRC 100 or the T-180,8"manim at driv antl loading areas, minimumdepthat selected horn manufacturers standard. 6`Do not use self drilling fastens in units Ins than 20 < ciaisize category value listed in Chapter l5 o,the 2009 ASHRAE Handbook of parkings[alls. depth " to equivalency contract.Substielbnsaheraward of contract are not permitted. n color as g gauge. Fundamentals. CZ Submit items required for review by Architect or Engineer°n forms provided,or .MORTAR:All mortar t°conform t°ASTM C270,Type S. K. All°pen web steel girders a^❑joists to"info.to the regviemen.of IBC Section P Me Too B. otide'i'^nca[ed Domes'by Vanguard alall lnaffu warning,and stab ramp ed by.Architect.0000.0(as applies).Submit...het of copies S.GROUT:Fine grout conforming to ASTM C476 with a minimum compressive 2206and Me Steel foist Institute specifications 01.1.0.0.1.1,LH/OLH-1.1.and IG-1.1 /noon.. 5 l�rarylabel affixed not be t° 1«ations, stalledby1000000opplkat.s. atequinnoyed by Contractor plus 2.Allow so.tent timeforfreturn.resubmittal sr of 2,000 psi at 28 days, a applies. G Comply with local ondiwn<ez rot standard parking space Ore and aisle width and second review.Pillow 5 business den minimum for each genes, 6.REINFORCING STEEL BARS:ASTM.15 Grade 60. L Provide dielectric insulation for dissimilar metah in contact. requit ens. R At Val cleanup:Wash and polish all hard surface items,clean all dust and debris M. Submit fon review reproducible shop dewier for all vend.desi tl metal 090000'FINISM[S D. Provide edge of paving 6'high extruded concrete curbs within property lee unless from all accessible surfaces,vamum carpets,owe and ]LOOSE FILL granularimulatbn. °P 8s design. A sweep an p mop hard surface 8.MISCELLANEOUS ANCHORS AND INSERTS:Epoxy or sins coated reel.stainless steel fabrications. Unless otherwise indicated provide S/8•type'%'gypwm wallboard for all interior otherwise noted.Provide wsnimplaemrbs within public eigM1tofway per iota( floats,clean lamp len tan newfine in forced w exterior or nomfertou. Boffin yadhesivespn ASTM C881. work.0 Use or nkearn asshealMngo equivalent mwstureresistantpnodu<.in regulations. tl.nk,rake level finnM1 graded eacthworksand broomclemtexterlorldec4s or slabs' 9,FLASHINGS N not otherwise indicated 26 gauge(minimum)galvanized steel at O. MI expo.stmctural steel[oNye one finish cwt of rust inhibiting paint.Color byg Rovideat least Zlypiwlan<hwsinanyo00tion of sill plaleor stud wall bottom tree,. 329000-PIANVNGS exposed areas.Stainless steel sheet at though.wall or concealed locations. Owner. 020000-EXISTING CONDITIONS - P. WELDING: C. Where nom-bad bearing interim partitions are not otherwise specified of detailed on A All plant materials deliveredtoiheOde mwlmmtAmerican Nurseryand Lara„,,,„ 10.EXPANSION JOINTS:Ranged neoprene ship.in venpwl joint spaced as indicated. el drawings,framing shall comply wi0 IBC Chapter 22 Section 0000 on ANSI ma,(current e❑dion(standards.. A Verify locationsof all underground utilities.Call Utilities Notification Cermet l(800) 11.WATER REPELLENT.SEALER:BASF Enviroseal Double 7 or approved equivalent by 1.All fieldw.Ids,shop welds,welding inspections.and weld.qualifications to 2211forsteel framing Chapter 23 Section 2308 for wood framing. fen is 3 inches at full scale �J1f 1322344 before any groundwork, wimspecif•wti°min IBC 2205,2206,220),2209an❑2210.Welds B. Endo.plants vertically in hole sized for prepared plant mix of V all around toot ball. (if nota inches...scale accordingly) other manufacturer. Provide 6 inch high integral cove base in toilet,shower or bath rooms...teed for 8 Consult a geotechnical e^gine.to establish conditions,materials and procedures for 12.PROTECTION BOARD:As requiredmproe<[water fin below de shall be special inspected per IBC Section l704. D resilient sheet flooring. C. Brace all trees with(3)guy wires from 2.2x6'ground stakes to plant protector at 120 waterproofing.,0r gra degrees. PREPARED FOR: wet season work D. EXECUTION 2.All welding soon conform to Amen Weltling Swiety(AWS)ns using E)Oxx E. Provide weer m a tgynuwallboard end unpef meable finishes(0.06"F.o electrodes. D. Space plants evenly'narea indicated and orient loe[appearavice andsu n 1.All CMU to be constructed in accordance with BC chaper2l end TMS 602. G.,AIa fat fixture wan and walls adjacent to lavatories,water doers or 030000-CONCRETE 3'Weld gths h effective as specified per the specifications of the urinal°'public multi-occupant toilet or bath roomy Sw e 2 CMU dry.lay brick saturated with dry surfaces. American Instituteof Steel Construction(MSC). E. Prunea existing rel«aced tree to free Care Industry Ass«wI'wn ANSI A300 A wsrAUAT ON unser indicated omerwte,mxng placing,dna ming°,ron<nee - F Seale infer co ese slabs not scheduled fur other finish Fill saw<ut contra joint: s TIGARD PUBLIC LIBRARY 3 dean all masonry units and support surfaces. standards. shall be in accordance with the American ConcreteInstituteAC 318 aha B - 4.where weld lengths are not shown,me weld sell be fu length of members being with.sealant. 1903 a MC.standard Specifications for Ready-Mixed 4 Completely cove the bedding of the anis at all bed;head end web joints with joined. F. Apply fertilizer pet manufactures instructions, pp...to each plant type. _ 135005W Hall Blvd,Portland OR Concrete compressive hof 3000 jos at 20 den 000 at G Inv1aIIM1 ryd duty' g'❑suspension system per ASTM C635 and<636 for � pressive strung[ V p mortar(100%morl 'g d) 5.All butt welds shall be full Ids unless noted otherwise on structure Apply Fir or Hemlock bark mukM1ovntall cnon...fed landscaped areas. wall panels(.Welef/Cement rano of m ' l00 be 0.50 S. masonry shall laid bond(common), shallow concave tooled Penetration we stmt Provide 2' h Mangle at petit/wt e.Attach gid at 2 adjacent 2 except...shall d 'ergs. ftlls,maintaining3/inch edge ceanance of acoustic panels at opposite walls H. Comply with localprlsdcton Sun Shade regulations for planing tree adjacent • O m mum Provide 5%(•/1%)air entrainment in exterior conc..slabs Use join..unless offierwised ..Provide returns,caps and other sperlal shaped 6 IdinE shalThe performed by AWScertified welders for weld types sp.Red. Provide D 'I'g areas over 25005, private PoDertVlines. non-chlorine based etc Ne tors Only.Provide adequate drainage at retainingstructutasindicated or required m ^ 7,All welds till r«eve the same finish coat as the member being welded. H. Provideei'ent floor fierit so ptypical.Locate at centerline of doors and n,(fundalbn walls,retaining walls and similar). 6.Masonry still be laid required.true to line,with uniform(Din tri m B. STANDARDS:Conform to ACI301,ACI31s,00 ACI 310(moderate temperature),ACI both vertically and.«ironally,and with level courses accurately spaced l Lay outer _ where indicated. s 305R(hot weather),ACI 306R(cold weather)end"went state building code with symmetrical vertkal'pi^I pattefn0 between corners,Distribute-illeri O70000-THERMAL AND MOISTURE PROTECTION I. Provide finished cnilie^t base inroll stock,groove and bend around cornets. requirements, symmetrically at eeh panel. A Fleoble blanket insulation shall be mineral wool conforming to ASTM C665 or 1. Interior wall and ceiling fini05 materials shall beciassified according to ASTM E04 and TAX MAP S LOT: C. VAPOR BARRIER:2 not otherwise indicated.pro,.20,00 fabric reinforced plastic 7.Each individual unit shall be set level and square to the unit module so that no fib.Naos:100.de1 perm vapor barrio on heated vide of insulation,Seal membrane shall mai the limits of INC Table 803.9 , 23102OA00600;231020000100.231020000200 EK▪-EKbegin.conforming toAST.01745.(5teg0 Wrap or equivalent),directly undo n the surrounding mortar joint can be noticed.and so that uniform join[ t openings: REVISIONS: ii in 'or slabs.Seal penetration and 6"Iapp.edges with manufacturers sealing shadows will beast. B. Blown cellulose insulation sera((comply with CPSC lficifl,Par.1209 and 1404. 120000-FURNISHINGS tape! B.611011 M1des,renlacoall defective face shells,tuck print for uniform mortar joiner. C. Cambwtible(Iwm,Sryroloam,urethane,010.)insulations shall ORSOpamedfrom A CASEWORK No. Data Description p D. SLAB REINFORCEMENT:Iful otherwise Indicated,minimum slab reinforcement shall "1o15 stone"surface projections.Clean all exposed surfaces,free of mortar droppings, building interim with a minimum off/2 lmh gypsum board 1.Comply with the IBC Section 1109 accessibility provisions regarding counters at Q be mesh or reinforcing steel as follows: mortar scum,°florescence and all foreign material. D. R.0ide attic gave baffles to maintain open,unobstructed ventilation holes. sinks,wall storage cabinets and other features.Provide sink case with plastic laminate I.Mesh reinforcing:WWF 6x4W2,9xW2,9 conforming to ASTM A185.lap sides and 9.REINFORCING STEEL E. Minimum'R'values as indicated ondrawings.Otherwise,provide R.15 wall(R-21 at finished interior,removable bottom shell and bee(toe kick)member. ends°,mesh reinforcement not less than one mesh plus 2 inches, a.Placement:Whetenot otherwise indicated.place rebar as follows: 2x6 studs),.30 floor(above crawl space)and R-38 cod insulation around heated Z.Coordinate with the requirements of buittin appllances. K 2.Oaf reinforcing:g3 Grade 60 rebaw at 1S•centers each way.lap bars 18.minimum. (2)84 i^grouted lintel over°pentngs spaces.Rll all voids.Insulating materials and lacings at exposed and concealed 3.Use WI'Custom Grade'specifications for all work. Cut alternate bars al control locations(ekcept facings that meet the requirements of)19.21):Flame spread index 3 pmts. (2)pd in gr"ted ells a[jambs and wall ends 4.Provide NEMI General Purpose Grade plastic laminate surfaces at countertops and E. REINFORCING STEEL 2s :Smok d lop d des of 450 or less. high 4 'd lashes.ProNdepas'laminate lased individual cases unless 0 b.Ali in mini bond ver ati bar [oche waft - 8 0 I.PI reinforcing steel in accordance with CRSI"Manual of Standard Practice"ano b Provide minorum p5 vertical bar a148'nches O.G and at Corners and intersections. F Apply',valueidentification mark to each pece of d 121 h or greater n otherwiseindicated, melamine surfaces .R°vide adjustable shelves ACI 31s,1 d'' indicated.Semre against tliplacement dth all h kbable for inspection.Alternately, dated imtalen with din'brac4ets'n holes at l"centers roProvide two P4 horizwntal bars at 48inchesOC.Provide corner bars at intersections lifica[wil listingmanufacturer and Rvalu of insulation Installed. S.Protide European style ellclosing hinges atoll doors.heavy dory full extension 2.Bars Deform.steel f indicated conforming[o AST.A615.grade 60, corners and at each horizontal bar Ha guides at drawers a ra heavy at file drawers,4"cc core Dulh unless otNrw.e a clean and free of looser h condition that reduces bond Rebar For welding G Fleshings( indicated otherwise):M'n24 gaugegalvanized.Provide at (.t ) c Wend all reinforcing seela minimum of Z4 inches beyond edges of opening intersections, fs 'h (cal surfaces over ext..d d window frame win indicated. _ Pen ASTM A706. Provide matching corner bars for all bond beams Center vertical renforcing steel at ❑ IlwM1 endd des indicated on ffiawings.drawings. Step fleshings at shingle 3.Lapped bar spite lingthminimums(unless noted olherwse(SS diameters at center line of wall unless indicated otherwise fn tier masonry to sloped Hem at exposed. B Provide Shop Drawings row all nonnodular commercial custom casework. sigh I' Oda meters at corners, de lap hoizontalr f d 6 m p 8 nd g H. G d0 p (unless indicated olherw 1:M 268 ger pre fn shetl 4`Frame openings with at least bars alsides,shove and below dna extending 2''6" a Restrain renforceme 1 thwretyn ^rmumbfkated pot loners to prevent - , 260000-ELECTRICAL - PROJECT NUMBER: 150435 beyond edges&openin Re l instructions for special wired/ring .`(gutters and downspouts Provide torten. rruleat 48 inches gs Request Aerie movement from construction l°atlsa cid cloning cement of mortar and grout r)L A Electrical lighting and dence plans re diagrammatic with intent fro point of PATE: 04-0B-2015 0 5.Provide corner bars same size and spacings ashoizontal Bend reinforcing cold Do (Discontinue reinforcement at expansionI as indicated Sc n0Ov fl Formed from stainless steel p M1 s I Per SMACNA a equipment and controlmento System design by others.Cffiffiinate not weld. g Do not wet etre nfoncement tandard detailnchev high lab°ve0ow line),area eqo tent°tht88 000 installationicallation of telephone,signal,computer,con..and other similar wiring with DESIGNED BY: KV F. CONCRETE ACCESSORIES AND CEMENTACIOUS PRODUCTS. 10 GROUTING eq ddow W Owner. d L Prtl enc.bolts cast into concrete conforming t°ASTMA30)minimum,or r B. Install with current Ore Electr'wIS It Code DRAWN BY: DC other as ndkated:Rotitlehcopties thrustpates on unser 000000orles 0500 indicated or 'a Grout pouf height shall not exceed the limits of EM54D2 Pros.°ceanouts at 1 oofi g'Provide n e Dpl'ed 01.40elastmefrc coating, Barer Solutions goes Decay qurementz grout Dour heights greater than 5 feel Tuff N-9d XTS f pProved equivalent,and protection llangage board at con.ate of electriw utility. CHECKED BY KV required. walls below geed.at nabitablespxn.Extend to grade or to above water flow line if C Electrical materials and equipment to be U.L approved and installed by licensed h.Gram liar than not exceed s fee in height . PERMIT SET 2,Non-shrink grout to c0n,am to ASTM A.1107,5000 psi at 28 days.Install under known. electnctan. 9 base.res after wlumnis erected. c.Comolidale each grout.rel(with mechanical vibrator Immediately ahs.rut D. Design antl de service and distributions indicated on _ P K. Bituminous coat all structural of Alae steel surfaces exposed to earrM1,gravelor damp provide neem to equipment SHEET TITLE: o- 3.Tilton panel pickup adxhmemts design by others.Design shall.by En placement Reconsolidate by mechanical ribrati°n after initial water lass and electrical schematic plan and to mechanical contractors heating 'I ' eair Engineer settlement haioccurred. conditions. &veno ventilating an C licensed in the stale°t the project L Rovideweather barrio romplying with ASTM 0226 over wood or gypsum exterior conditioning system.Submit intended location of exterior pane.to Architect for e '1/^ 9 d.High lift&"ting not permitted except as approved by Engineer of Record(EOR). review,Panels will not be allowed on the 2 most prominent...elevations. CONSTRUCTION G. FORMING CONCRETE sheathing Submit detailed plans to EOR for approval of high lift grouting requests. E. Before fico( si Form[opns,an gradeslevel,amd drawings. nune chain o 0thectinserorm to M. Seal,caulkor gasket perimeter ofall...ions and miscellaneous openings i^ payment from Owner,systems shallbe tested f.required opetati0n.and sizes. e.Gr"tsolid all cel.containingancM1ofsor rebar,or wM1erednilledin aneM1ofvare corrmtons made as required,by qualified contractor.Provide all systems and devices • l«abons,dna.rages shown on drawings.RovitlecM1amfer of Rllel inserts.all indicated.Grout all cells with reinforcement.Grout bond beams simultaneously with Euileing°hell.Rovide 3/8 irchloins for caulking and sealant materials.baker roe free of faults.. REQUIREMENTS edges above slab line, diameter 110%minimum of joint width,set 3/8 inch deep.ow as mllows: j lift below. w F. rd°°mkwttmes,l4a•ab°.e now to center°rale.uls•m<enlet unless _ 2.Ensure that reinforcement is protected by 2-of concrete rover at formed surfaces ,.Maintain grouting.Fully intended I.At and masonry.tow modulus,2pa,t nomsaB PdryreW ese rubber. and 3•at earth.Center slab neintorcin by concrete d°bies. grout space dean and dear until g. grout inim pace. otherwise indicated. D . Sl Op vertical grout pours l/2"below the top of the topmost unit 2.At opening frames:silicone rubbersnon-acid.porous band type at...butting G. Li tfittuen in to be coves LIC 3.Place construction and convection pints as indicated on drawings. Rodding acceptable means of Id00100. concrete°,masonry:acid nEmporomiype elsewhere N coverage heed.and g.R gis not an accepts grout condi sealed airtight to gypsum wall board or other finish. SHEET NUMBER: 3..etterior plywood siding:silicone rabbet,pain).. i A-003 L.e 0 I 1: I I 1 a 15 res 1] I 8 19 1 t° III 1. III 1 fa 1 n 1 16 II, 1 1a 1 19 I so r` 12 Is I. Is Is Il 1. IA I>o I11 I« I13 I. IV Ila IIP Its IIs ILA NEW BOOK PORTAL s - SHEET NOTES P //�DD� A. REROUTE E%STG IRRIGATION:EXSTG SYSTEM IS PLASTIC DRIP LINES ATTIGARD LIBRARY l/4 (�j) l6'O.C.CAP AIL LINES AT SUPPLY SIDE OF NEW SIDEWAL%.RUN NEW Imo/ SUPPLY LINE OFF EXISTING BRANCH IMMEDIATELY BEFORE DRIP LINES, 13500 SW Hall I ROUTE THRU PIPE UNDER NEW WALK,AND MANIFOLD AS READ TO RECONNECT AND FEED ALL DRIP LINES ON OTHER SIDE OF NEW WALK Portland,Oregon (/ (SAME 20NE1. 0-_ 1 / f C / B. AREMOVE EXSTG SHRUBSA NREQD TOCOMPLETE THE WORK.REPLACE ......... I I ` I SHRUBS THATIEX ST WITHIN 2T FEET Of NEW WALK.INSTALL NEW E 0408-2015 150435 A-101 "...L. f -lJ / PUNTS AN ADEQUATE DISTANCE FROM NEWWALK SO THE PLANTS �� —��— I / WILL NOT ENCROACH ON WALK AT MATURITY. YA):t I� c _�� C ENSURE AU.EXSITNG PLANTINGS RECEIVE ADEQUATE WATER •Yyr(Y7,`. c / ; THROUGHOUT PROJECT AND UNTIL SUBSTANTIAL COMPLETION. ' D. SLOPE AT NEW CONCRETE WALK SHALL NOT EXCEED 1:20.WITHIN 5' J g A ; / OF BUILDING DO NOT EXCEED 1:48 TO MEET AOA REQUIREMENTS. - _v. w,' n �__ 7 E. BASIS OF DESIGN FOR DOWNLIGHTS AT EXT AWNING S LUMINAIRE t / LED ANYX 13 WITH 350GK LED LAMP. IEIWALLS _ I LEI WALL ; 6, 110d, h. E 0 0 IEIUBT R / '\_� / I Q KEYED NOTES _ COUNTERTOPS \ KERRY W.VANDERZANDEN A50 I _ / 1 REMOVE EXSTG TREE,APPROX]'DIAMETER.REMOVE STUMP TO 1 \ LEI COL(TYPI / 1 FOOT MN BELOW FINAL GRADE ARCHITECT,P.C. /� �A OD\� \ l\\ 2 PROVIDE ALL ELECTRICALCIRCUITS AND RECEPTACLESAS REQ'D PO BOX 28 (E L © a `/ I `_�_ I BY EQUIP MANUFACTURERS DRAWINGS.ELECTRICAL DE5WN BANKS,OREGON 97106 v� _ -..------(D � �� _ ANDDAWINGSBY CONT ACTOR t`� / _ _ o o /I' 3 CUT STANLESSSTEELfLANGEAi E%ISTING BOOK RETURN Il 03)319-7666/(503)324-0883 FAX \ OPENING ONLY)ACK iO INSIDE FACE OF CABINET. _ \` I / \` \_ I 6 CUT HOLE IN WIRE GROMMET.HOLE TO BEITE OVERR VEP AND RIFIED FIELD WOVIDE ITH `\_\`` ; ; OWNER. `,'. 0 /(_� I 5 PROVIDE ALUMINUM AWNING,APPRO%56'DEEP.%"LONG. `:�.=— 0 * _ / PROFILE AS SHOWN.SLOPE CANOPY TO FRONT(AWAY FROM l �.=�—. I (-7 �� BUILDINGI.SHEOALL WATER TOLDE5.00 NOT ALLOW WATER ' ' J Jt" =_ \\\���\��lll/// \� _ TO DRAIN OfF IRONY EDGE.ALL FASTENERS AND CONNECTION • HARDWARE TO BE STAINLESS STEEL HANGAR RODS MAY BE _ L l�L I l -.I `'..`` 0 ;I o `\� ` REVIEW GAL VANIZED STEEL SUBMIT FINAL DESIGN DETAILS FOR J `=, O \ 6 NEW 4'CONCRETE SIDEWALK OVER 4"COMPACTED GRANULAR FIL_ � I © Q Isso MEETS AEXSTG LDG,CKE ILL AS EOP OF D TO OCONCRETE SHALL BE 7"NCEAL BASE.WHERE ABOVE L- 0' INTERIOR FINISHED FLOOR. 0 J EXT WALL(E) ��```1 = O �1 f I l PROVIDE 6'ABS PIPE OVER 6"PEA GAVEL BENEATH NEW '� SIDEWALK AT LOW POINT OF ADJACENT GRADE.EXTEND PIPE 12" f- __f f__`= Q ; BEYOND EACH SIDE OF WALK.FILL WASHOUT AREA WITH PFA - ``` / GRAVEL,18"ADIUS FROM EACH END OF PIPE.ADJUST GRADES AS READ i0 ENSURE ADEQUATE DRAINAGE 7 c'T' - _ 4 0 8 PROVIDE II/2"ABS PIPE BENEATH NEW SIDEWALK TO PROVIDE ��'�® I A PASSAGE FOR LANDSCAPE IRRIGATION LINES VOCATION AS . \` \ * T• 4i4'lm / 9 NEWEQUIPMENT IBY OWHERI T� �- //./'-'S V / (EI EXT OUTLET i► ® / 10 CUT HOLE IN EXISTING PARTITION ADJACENT TO EXISTING �'1-. 1•�{`J \`\ / J / `��_ �� OPENING.WRAP OPNG WITH GWB ALL LADES.SEE INTERIOR - 0,-3- I/V\V/Vv •F Q / V��� r / ELEVATION.INFILL OPNG WITH 1 OR 25TUDS AND NEW DRYWALL \ l I� t7 / •^(: �_- 17 • AS READ TO ENSURE MIN DBL STUD BETWEEN MEG AND NEW _ /IJ. L I OPNGS.FINISH TO MATCH EXSTG.EXTEND WALL BASE AS READ. LA,Is 3 irRNer a1 full wale / ` ' / V /,/ / •y m' i �= I IiE07,3 IM6esMm"'."w."13) �i �� Il REMOVE EXSTG WALL FRAMING AND GYM THAT CONCEALS \- / . / ,\ ^ _ \ ` C." j �� 7' Aa l�� � _` STRUCTURAL FRAME AT THIS LOCATION DOWN TO EJ"AFF(OR PREPARED FOR: `I I/1 \ _ ` _ ` ___ AS REQD TO CONCEAL STRUCTURAL GUSSET,I'6"AFT MAX)AND // / ' 9I / `'_ .` CAP WITH NEW 5/8"GWB OVER MIL FRMG.PROVIDE NEWGWB \I I I _\> �/ //1 / \ 0 �_�//F��1 ON EXSTG MEL STUD FRMG AT AREA EXPOSED BY REMOVAL OF \\�� //,_ - ! - \ /( J1•� �' '-- © \1 I I/ l ' v FURRED OUT WALL.FINISH AND PAINT WALL TO MATCH%STG. TIGARD PUBLIC LIBRARY ,� 11 I/, - - i q p 1. — 13500 SW Hall Blvd,Portland OR �., \� / V 1 i�. •`� 12 RELOCATE METAL CLAD WIRING TO CONCEAL WITHIN EXTERIOR A / 4' �_ \ 8 -• \ - WALL.(CABLE WILL BECOME EXPOSED AFTER DEMOLITION Of o = • / �� \� ///I \\\ 1�;�\ / A'_ \ FURRED OUT WALL.)CABLE MUST ENTER WALL CAVITY 12'MIN ��. III \ -------' • / /_ \ 50 ` ° �, \\ ABOVE CEILING HH GHT IUBLE FEEDS EXSTG EXT RECEPTACLE 1 �/ '\ �� �� / / -\_���_____ __V v /II ,\ APPRO%la"AFF) Z. /I I 1 \\\I I I�� / \\"I 1\\I / / \ - Il RADIUS NEW WALK FROM THE CONVERGENCE OF THE E //' ` \ �' / \\\\ \\I 1// -- - THFEXTENSION OF THE NORTH SIDE OFFACE OF BLDG THE EXISTING SIDEWALK,APPR%ALL AND THE EBD TONBSF TAX AMP 6 LOT: �^_. �-- .'="....--'....-1-' I \I/// - .4 0 ®(E) / FOOT RADIUS(DESIGN INTENT IS THAT NEW WALK WILL BE - 251020A00800.251020000100.25102DD00200 ‘.,�yC_- 0 / INSTALLED PERPENDICULAR TO BLDG AND SWEEP GENTLY TO - ~ - .' I `'' " I -- ny END PERPENOICUTAR TOEXSTG SIDEWA%.) REVISION, \ `;\\III`✓ \1I/,�/ ( -- , i------�- 14 CONCEAL GUSSET AT STRUCTURAL BRACES WITH LIGHT GAUGE NA Oaro Desaipeon \-`\\\` !.- �\�\ / \\ METAL FRMG AND GWB.FINISH AND PAINT TO MATCH EXSTG. OQ �_ / J ' /// I \\ _ MAINTAIN MIN 6"CUE OF NEW BOOK SORTING EQUIP. 111//f�, - / / I \\ / 15 PAINT NEWLY EXPOSED BRACES TO MATCH%STG COLOR AND i , / / / II - SHEEN.BLEND NEW PAINT TO EXSTG AT UPPER KNIFE PLATE. \\\ / -\ 16 PROVIDE 121 ROUND DOWNLIGHTS,VANDAL RESISTANT,EQUALLY $_ �II1'\ - II 1 o I = _ - Y SPACED,BENEATH AWNING.CONCEAL WIRING IN CONDUIT. -. �: \ 1 v Zr = PROVIDE SEPARATE CONDUITS FOR EACH DOWNLIGHT,DIRECTLY O /I I \ ��I__-- .. ' '' 7---- 'L, OUT FROM EXTERIOR WALL,AND MOUNT THE LIGHTS APPRO% m //I \I\ ;��/'1' �~ •4y,Ar, 14"TO CENTERLINE FROM FACE OF EXTERIOR WALL TO MINIMIZE EXPOSED CONDUIT. — 11 PROVIDE CONDUIT AWNING) y - , FOR SECURITY CAMERA.CAMERA AND WIRING BY OWNER E 77- VERIFY EXACT PENETRATION LOCATION W/OWNER. P. BOM'(MF) 811/10'(VIE . $V SLOPES EXISTING SIDEWALK ' SLOPE-99 PROZLI NUMBER 1500.15 DATE: 04-08-2015TE ir EXISTING SIDEWALK DESIGNED BY: KV C'`TY OF TIGARD DRAWN BY: DC S. CHECKED BY: KV FLOOR/SITE PLAN .ly\l n(a 99. [ PERMIT SET )I1.,I :ally Approved _, [ • SHEET TITLE: 4 r the work as described in: ` T NO. OVERALL FLOOR PLAN _ : _otter to: Follow [ U ra ""' Attach 4;4 - SHEET NUMBER: i ='!-. Aclares Ls __-- _--- flag co LEI A-101 3A A IT I, I• I: Ia I7 Is Is Im I. 1Q IRs 114 Iu 116 ID Ila Its 120 L IR II I• Is Id IT IF ID Io Ili Iu I14 Ila Io IIF IIT IM IED to NEW BOOK PORTAL I.SCHEDULE 40 PIPE SPACER OVER NEW MUM NEW AWN OVER(El MTL BOLT CUT TO FIT SNUGLY TO NEW EXSTG BRICK SIUDSAT IXT WALL BEYOND.FINISH SCREW BEAM SPREADER TO(E)BLDG— PATCH DRYWALL CLEANLY G SPREADER AND BACK OF 1/4'ALUMINUM VENEER Q 8 &PAINT TO MATCH EXISTING STUDS W/412•3/4'SMS TYP O EA SND UP TO STEEL CHANNEL o7i/ PLATE ITYP).INSTALL BEFORE TIGHTENING 1/4'THICK ,� (EITFWt QG TO RERNN.ClG6N0T 1 I WIPED GWB TO REMAIN ®' ATTACHED TO EM WALL, ABOUT 9 NIMBI EXTERIOR "UT ON THRU�OIT TO PREVENT DAMATO BRICK GE 1 I ALUMINUM PLATE I24••OR MERIDA WALL - • E I LfvVf 1 IE)STRUCTURAL STEEL I 1/1'DIACROSBY TIGARD LIBRARY LLOORABOVE BRACETOREMNN I _ �; C343.548'-0"LONG I ---liorirrr7:.nmiFORGED SHOULDER EXST6 BRICK OVER MiLFITMG I• NUT EVETHRU.BOIT ►, (MIN)SPREADER �' _ QLD 13500 SW Hall ( ' �! ---1 i///! — Portland,Oregon (7-- 1i -J I FLOOR ABOVE ►♦� I ( TR EAT END OF SPACER I I ► PIPE AS READ TO O ►I a , PREVENT RUST 04.08.2015 150435 A-501 1; . _ f)w$PGRIDCIG „�Q I I e (FLOATING Off WALL) — / EXSTG GWR OVER 20 lirGA MTI FRMGIVERIFY) �YSA���XLS}'Y�1j� J I 1 DIADEAEELBRACE• II[$� ' YI"ERE OCCURS '—I I rt I LEI MTI.STUD&GAB FURROUTI o.I — I TO BE REMOVED 0 PROVIDEWATERTIGHT ;471zral ` N FASTENING FOR LIGHT 4,OF e I ii \NEW I I FOQUBETOCANOPY i CANOPY/WALL CONNECTION e U _ NEWGWBTOP-FINISEI I / \ � �� ` KERRY W.VANDERZANDEN SMOOTH&PAINT \ ► PAINT NEWLY EXPOSED BRACES TO I 01134 ARCHITECT,P.C. MATCH MTG.PROVIDE NEW PAINT P�• � 28 )--- <��' I °•� BA RO%OREGON 97106 TO UPPER KNIFE PUTS STRUCTURAL STEEL LUBE,8' >L �_� DIA AFORE 4,BEYOND >S l -- I jI�r311 gli NEW AWNING (503)319-7666/(503)324-0883 FAX f- 1Sd• tl env OF TIGARq ►�. VANDAL RESISTANT LIGHT 1 PORTION OF EXSTG FURR I �Ne� N Y ® FIXTURE SUITABLE FOR OUTDOOR �/� OUT TO REMAIN J ( 8 .44 USE IN WET LOCATION • I ( EXSTG WATER- RESISTIVE BARRIER onc�itianallyApproved. _ CONDUIT �� t IPA For only the work as described in: « * "�J ��� 4 INT BOOK PORTAL ELEV PERMIT T NO. , / '� i% i r See Letter to: Follow «mee«. [ l / INN BOOK PORTAL _1 i. 1 INTAKE EQUIP Attach._ ( �Q NEW BOX BEAM AT /� GAUGE AS EXSTG FRMG) IS' A Attache« ......» ` ROUGH OPNG(SAME yi' ____-_-__-__ lig,re_.. ---�' -ys a ! I�. sate. 41117141C-- �C14l� /� '.'' %� ME SELF-ADHERINGF%TEN Al SZ=T:- I .7.-..:===-=:.E� - ICK ��_ / MB DBENEATH —21---, r_.......-.=--=—....--- / II USTG MEMBRANE ONTO NEW / -- 111; UNTEL P � ENI L6 GA 6"MTL TRACK ALL �� _ NEW GWB OVER .110! I / Alk , AL (N)16 GA IST MEL STUDS 12" MAX D8l ®i NEW AWNING CENTERED -= OVER NEW BOOK RETURN PORTION OF EXSTG KNG SNOS U SIDE Of OPNG.NT STUDS FOR • h�-,_,r_,_,- K �'f1 8•-0. WALL TO REMAIN ►�� FULIBURING AT SILL MID BTM TRACK. I UMH3xrM1n at NM wale yl ►.4 I (if pot 3i,.M1n Men score xfouRvon — EXSTG STL GUSSET ' NEW L BB T 1/4"•4'-0"LONG LINTEL I PREPAPED FOR. / •fl ��►.� _ EO 3/ADELFDRING STUD lip �� 10.3/4'SRIF OOW NG SCREWS TYP ....---._._::::3 _ `� CONDUIT THRU EXT — I EA END OF OPNG(2 SCREWS PER STUD 1, WALL PER PLAN • ! ARRANGED AS SHOWN) — EXSTG EXT WALL-BRICK DOWNLIGEAT TIGARD PUBLIC LIBRARY F= OVER MTL FRMG 13500 SW Hall Blvd,Portland OR SHELF.BOOK INDUCTION EwEQVIPI1noWYLFR) I I 0SECTION @ NEW OPNG PORTAL(BY OTHERS) I �—I L 1 O yd•:,.-0• 2 NEW OPENING HEAD 4 — -_.=—ALUM IWM(R)1 b , I b� MIA. ! 3 MIN STO2OAAX MAP 000. — /jr zslozDAoaeoo.zsloz°DOD1Do.zslOzo°DDzoo NEW EXTERIOR WALK SHOWN DASHED.J 1 — SET TOP OF ALUM TRIM IN FIRST REVISIONS: POUR UP TO NEW ALUM TRIM. (E)OUIIETT0 REMAIN MORTAR IOINT ABOVE)ABOVE 0 13 AWNING ELEVATION E%STG BRICK VENEER INTERIOR FINISHED SLOOP.SET IN No DIN ODCPo 114-=1'-0 •�,] EXTERIOR ELEVATION I MINSEA.WIDTH OF ALUM TBMAS NT SAWCUT INTO WALL 1 NlE U 3 1/4"=1'-0' I \ REQD(FIELD VERIFY). • V e .• • CONC WALK �(4a1#�"/// '�('S — MANUFACTURED ANCHOR ROD �E SHOWN DASHED NEW EQUIP BY %`I wuw. nig SUPPORT SYSTEM WALL BEYOND r I J _ _ ,`• j� OWNER ��//�//��/� mEXSTG BRICK VENEER ® EQ EQ J •.. o 1/2"ASPHALT EXPANSION 1J ./'—� ALUM DECKING IBEYONDI-SLOPE TO :: z IOINT MATERIAL 16 GA TOP TRACK Ir LEI BRICK ld GA PRE-FINISHED SHT MTL DRAIN U4"PER FOOT.BASIS OF DESIGN •♦• _ ' VENEER 4 FLASHINGSET AlEDOSULANT IN IS RUXO 8578 EXTRUDED DECKING n n 2 p Ue"SAWCUT T MORTAR LOIN -- -- �� I l/d'••3//"DRAIN HOLE K.> (E)8"DU STEEL BRACE / " u @BOTH END UPSrorA rTOP OF REGIET �•L O " — PROTECT HUMBER: 150435 _ I pwAu BEYOND 1 - i ALUM SUPPORT j( 1/8"THICK ALUM TRIM TO (E)STEEL GUSSET r i DATE: 04-08-2015 i � ANGLE BEYOND MATCHADJACENTDESIGNED BY: KV .� STOREFRONT ASSY MULLIONS I aj DRAWN BY: DC ALUM CHANNEL BEYOND ` ,-- EQ T41" EG Ie I'• CHECKED BY: KV `i- EXSTG SS FLASHING ' E PERMIT SET E �/i _ , P • 4- SHEET TITLE: TG BEM TRACK Mgr e ���\ 6' 1 2 AWNING SECTION 1d'PIN ANCHOR THRU 8" (VER LY WHIN) S i�\ q• AWNING & EXT ALUM END PUTS (MIN)THICK NYLON SHIM @ ld" S ALUM SUPPORT ANGLE . ` OC AND WITHIN 3''OF EACH END L NEW OPENING SILL WALL DETAILS 3/8"DIA AB W/POWERS ACI00.GOLDi tam FINAI AWNING DESIGN AND • EPDXY•R EC(EMBED 3 Ur) DETNIS BY CONTRACTOR • /� ' '< J~ 7 SHEET NUMBER. O— ANCHOR TO BE CENTERED IN BRICK. " — i AWNING PROFILE 5 ALUM TRIM DTL IBS=ALL DIMENSIONS TO EXISTING COMPONENTS ARE./. I iv 11 11/2'v -0 B' A-501 22 gA I II II Ta II IF IT IB II Ito III I„ IU III 10 LIF In 1TE III ILP • • I= I= Ia 15 Is I= Is I Ill I11 112 111 IV I11 11P I1, 11n 110 120 NEW BOOK PORTAL TIGARD LIBRARY 13500 SW Hall Portland,Oregon 04-08-2015 150435 4-502 X 1. 51 W. cg�OEII KERRY W.VANDERZANDEN ARCHITECT,P.C. PO BOX 28 BANKS,OREGON 97106 (503)319-7666/(503)324-0883 FAX I I. '.' r o.-B. Linches at fon scale (If not3 inches then scale accorchnAyl PREPARED FOR: TIGARD PUBLIC LIBRARY G 13500 SW Hall Blvd,Portland OR e o • 8 t EXSTG EXT WALL TAX MAP&LOT: 1 0 2S102DA00000;2S1020000100,251020000200 �, EXSTG GRANITE YYYGWB0OMGVER MTLJ EDGE OF EXSTG OPNG REVISIONS: (E) COUNTERTOP No. Date Deunptian I I —1 PATCH,REPAIR,AND REPLACE FINISH AS , Z T 1/2 0 U REDD.MATCH EXSTG.BLEND PAINT OVER o lailigNEMEMEMEI HEADER AREA(TOP BOTH` SIDES) Q �� �' � E�f. FINISHED EDGE@ - --- aE NTE:IAMBS RECONSTRURED IAMB 2 EXSTG SS TRIM HEAP SIMILAR EXSTG OPNG $ NEW S/8"GWB O I Ak I METAL DRYWALL 1 7 LL• gur 2• CUT EXSTG SS TRIM BACK TO TRIM OPEN AS ROOD ._._._._._._—__–.–. I ���"` THIS LINE ON ALL 4SIDES • yi I -�� (N)TRACK-SIZE �/,I DBL STUD MIN iI — AS READ PROJECT NUMBER: 150435 0 D 1 EXSTG SS TRIM C • NEW OPNG • 04-08-2015 EXSGGWBOEXSTGWOOD TRIM-REMOED ,..• • RAWN BY:ESTGCM 1 e /10 VV .\./.-11-' . CHECKED BY: KV FL Y< --'17-1�- NEW REWALLSMATCHHEXIIT NGES F. PERMIT SET t- SHEET TITLE: 4 CABT OPNG DTL 3 SILL @ NEW OPNG 2 OPNG @ INT PARTITION 1 INT BOOK RETURN ELEVATION 3•=1'-0• 3'=1'-0' 1/21=1'-0' 1/2•=P-0" INTERIOR DETAILS P. SHEET NUMBER: A A-5®2 r 1 1 2 1 3 1 a I 3 1 s 1 7 1, 1. 1 10 111 1 12 l 13 11, 1 13 116 I 27 1 25 1 19 120 1, 1 I 1 1 1 1 1- 1 l I I I.• 1„ II6 I„ Ila 1:9 1:0 NEW BOOK PORTAL TIGARD LIBRARY 13500 SW Hall Portland,Oregon 09.08.2015 150435 A-9O1 e Ato .. .... ....., qrj74411 71,11.31, q , s OF1 '' ®a KERRY W.VANDERZANDEN ARCHITECT,P.C. PO BOX 28 BANKS,OREGON 97106 I V::o,:: '4, 4 (503)319-7666/(503)324-0883 FAX Nv'W()RP iHo IPFNi N6 Ili i MMIIt I�Ili 1.ILII NN �,NIYI 116, Ili P ' • Lane is 1 Inches t full scale In not 3 mallet Men wale awaOnpvl PREPARED FOR. TIGARD PUBLIC LIBRARY 0„EXSTG BOOK DROP PHOTO = 13500 SW Hall BIYd,Portland OR 1 !tea 1'=1-0 0 i Z_ TAM MAP s Lor .. I 251020400600.251020000100.251020000200 3. a 1 I 'X... 'yyJ a. /j y REVISIONS. 11 i ' 1 �..a .��ry - 1 I No. Date DescnPoon 4 & I1W.; iri.3 11 I i 1 f' Y 4 Fo � C PROJECT NUMBER 150435 4W r'. DATE 0408-2015 y _. DESIGNED BY: KV y -- / - ` DRAWN BY: DC L ` 1. CNICREDBv: KV $ .J41, _ PERMIT SET P INTERIOR PHOTOS y U — SIAM'HUMBFP i 1 Q UNDER CART PHOTOS A-901 ea > I= I, I' II I' I, Te 19 10 1.1 I:, II3 I,a 1,1 1,6 1,' I,, I 1 I I= II I. Is I IT Is Is Is' I„ I" (, I o NEW BOOK PORTAL D TIGARD LIBRARY " /E%STG CTG TO REMAIN -n. f. 13500 SW HaII L 1 Portland,Oregon EXS E- — "." •�. INNTG STEEL BRACE a Od-0e-2015 150435 A-902 • PAINT AS REQO / �T'.\ : 3o-'ar • NEW GWB&PAINT WHERE / ® *- " E%STG MTLFRMGIS _e'=:x .‘1%-44' V _�i/YI EXPOSED BY DEMO £'� -- n � NEW AUTOMATED BOOR ,. • — PORTAL BY OWNER :� '4 3 NEW AUTOMATED CONVEYOR - titsltiVIVAJOB y n v- �J SYSTEM AUTOMATED R i f q< 1 t• NEW GWB RETURN TO '"�- ®a let s '._ir EXTERIOR WALL FINISH \ -+ \\- \ mac. ' KERRY W.VANDERZANDEN PORTION OF EXSTG ARCHITECT P.C. CITY a 3 WALL TO REMAIN 6s � OF TIGARD b, L \``� `` , POeoxza �E II"w NO ON *. A 1E�'�1r�}tr�1� [ _ 4 - - ( ) 19-7 /( ) 24-0883 FAX BANKS,OREGON 97106 "�-= 503 3 666 503 3 �r da:.Onally Approved...........----............. [ j ,� ; — For only the work as described in: P ERMIT NO. See Letter to: Follow.........a..e............_... [ Attach Jcb Address. _ I E,:.______ _Date:�,C l in I-, - -_ I. `'- r Ln ry3ircMes at full scale �IIL1I 's (fnot3 rc es then scale accord"ngly) I -` g • PREPARED FOR. S 111 i - - - - - TIGARD PUBLIC LIBRARY y t _ 13500 SW Hall Blvd,Portland OR 7 ^ i.th `� MK MAP 6 LDi. FT - ) 2S102DA00600.2S102DD00100.2S102DD00200 \,: J 1) t y1 t �` "�®;` • REVISIONS: �tr �• \! rI I If f i * !{ .e No. Dale Deunpdon v _y 4 e ;. .y y, 2 1110 _ r I mil I 1 ra. 343 L �'- -� y _- Z - f � ,-0 PROJECT NUMBER: 150435 N j _ '44'' 'L s .... DATE' 04-06-2015 .(- K - sr^ `^ ,. SIB J DESIGNED BY. KV n q y. _ ,i �"�il^"7�II DRAWN BY: DC •hd o � . �" ,: w -— 9---___ _____„_, CHECKED BY: KV PERMIT SET — a.. - `� - •_`_ ____._� _`_,_—��~ — SHEET TITLE: ,— PERSPECTIVES V S_ SHEET NUMBER'. Li d A-902 I, 13 I' I' Is ,, I' Is IIP Itt lt: I ,L, ,u IIs ,,, ,:B I,, I�fl