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Plans (26) BU P2017 -00273 J 50 1 40 I 30 I 20 I 10 I 0 6 6 BORA Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co RECEIVED 7 im5 OCT 2017 /Amp" ...,- .,-7CITY OF TIGig.ARil 7', i A \-- / ____,. ------ _____ _ . \ _ •._ . ___ .„,_--, / „___ -______. ) .,___,..„__ . . ., 7,__ - _.„- \ --_______ / . ..r., , „ 1„ , ___ . ... . ,.. „., �F I f . , ,„. - .. . , sus ..'` - n 'I► _� J t- _�____ . . .. .' ....„' „,,,, ,,.," „,,,__ ,._,,, ,...____ . _ . \ 3., , .,„„ ,,,... _....... ......• ..„. ... ....,, _.• ,,,_,. ,.... ._ .... ._ . ,,_ ,,_.,,„, , „.._. r .,.. r ." �£ • 1 , ,,......I ... .. 3 . 3 r _ . • j ' 3 3 r E I ' 7 - �D ARC I I j .. - 00#/#* � CNRISTOPH • l j 1i " 1r1jTEinhIIr =,. , .- w, . .„,-,- _ coup _L__ ...._ 1x,0. ' f lo , . 47.1 ill iii� I _ -ck$ 0 OF • - _:•1L___ _____ 1 / , � �„ �� L, � I I . i1LiL4 sw�l�� li� AwEr� rti,„---P_----k^� 1�.te �_ i:s=�i, ammiii r_ rte- - .. L. . - __I L w ♦.■+ C il PERMIT SET 4l DURHAM EDUCATION CENTER NEW CLASSROOM BUILDINGAUGUST 28 , 2017 0 C PROJECT TEAM: SHEET INDEX : VICINITY MAP: •O +• rr� .... L CO CLIENT: Number Sheet Name Number Sheet Name Number Sheet Name ♦, 0 TIGARD-TUALATI N SCHOOL DISTRICT GENERAL S705 WOOD DETAILS y �� 2 °'1P -a 4 L' 6 l + ad 1 m- '°c 7 ;� ya=,ae55 .'-7 1,--, .. : �`y I Park:!! t. Superintendent Ernie Brown CS COVER AND SHEET INDEX MECHANICAL I� �ca��isras 1 d � ® �� Iai ' ��' a �� ' '' x 6960 SW SandburgSt . :i �,: �' I ; 73 G100 CODE SUMMARY AND SITE PLAN ARCHITECTURAL M000 MECHANICAL LEGEND AND ABBREVIATIONS ^�op _ �� 1'-. r l F' :.'4.1& �iM��lil �yIIIt ��I ®��.� _ ,Aa.,..M 4 3 0 3 Tigard, OR 97223 z_. t q Io ma alo G101 CODE ANALYSIS PLANS A001 ARCHITECTURAL SYMBOLS, NOTES &ABBREVIATIONS M001 BASIS OF DESIGN AND TABULATED DATA • .. Id P = GD101 EXISTING BUILDING DEMOLITION A002 WALL I ROOF 1 FLOOR ASSEMBLIES M002 SCHEDULES 11 iii, 0 j s i W, Ado A \ V W OWNER'S REPRESENTATIVE: Ce ADDS CEILING ASSEMBLIES 1 WALL& CEILING ASSEMBLY DETAILS M003 OUTSIDE AIR CALCULATIONS a �I /�i F�� a�O�g �e1*4AR � � , iti�®�I` I - �1 (f} N CIVIL A101 FIRST FLOOR PLAN M101 FIRST FLOOR- HVAC ZONING PLAN - �.��• � "w, �� a ' q Zs ;-__. i� , CD ` ' 6tE . �.i Elm A6'i0 t _� A T. a s 1, C1.0 COVER SHEET Al D2 SECOND FLOOR PLAN M102 SECOND FLOOR ZONING PLAN ® - ; � til ® .� , E C P.:1 DAY CPM SERVICES, LLC �: ,e ��4l �� . . a .e m : _.-_' t p .�� (13 C1.1 KEY PLAN A103 ROOF PLAN M201 FIRST FLOOR HVAC PLAN : '' -Anti ® �' _ fail fi� �" rig ! �� it z ill `"4 .a.uwiw� ¢ �, Debbie Pearson "�. ! 1 •.. ,� �` .r�� ®�I ?..17 q,i "� P, Q Ce C2.0 EXISTING CONDITIONS PLAN -WEST A151 FIRST FLOOR REFLECTED CEILING PLAN M202 SECOND FLOOR HVAC PLAN SrQ CO . Program Manager 7l4 Ce i1a _ ® gym . �.. s.rrerr _ `} O 503-969-5454 dpearsonCa�davcpm.com C2.1 EXISTING CONDITIONS PLAN -EAST A152 SECOND FLOOR REFLECTED CEILING PLAN M300 HVAC ISOMETRIC VIEWS � ��; � '��'�" '� ��. s�l�� :1161111146.21114114421111::'" miC C3.0 DEMOLITION PLAN -WEST A201 EXTERIOR ELEVATIONS M400 UNDERGROUND- PIPING PLAN r -= ��ll}� t9 e�® „_; �„��N > � �� £�'"�M `� Sarah Oaks C3.1 DEMOLITION PLAN EAST A202 EXTERIOR ELEVATIONS M401 FIRST FLOOR PIPING PLAN �` "''�tl°® -a �a�� r '> '� 71•14ppagal # ► .. Project Manager C4.0 SITE PLAN -WEST A251 FIRST FLOOR INTERIOR ELEVATIONS M402 SECOND FLOOR - PIPING PLAN .. • i1;�� 6 r Ai�. -I �m r® ,,,,__'°�`„" -_p �' ! ,i °� i 503-915-4634 sarah andavcpm.com slag arY _`ti , -, � �� i 1 y x 0 CO C4.1 SITE PLAN - EAST A252 FIRST FLOOR INTERIOR ELEVATIONS M403 ROOF- PIPING PLAN �1-da ,n..-�w.plla'1.ar - SW DURHAM RC „ ,,, 4, ' / X i� C4.2 JOINTING PLAN A253 FIRST FLOOR INTERIOR ELEVATIONS M501 AIR RISER DIAGRAM rSauttmen Whom a°�° �-^-A , P r SITE P - 00 o ARCHITECT: LANDSCAPE ARCHITECT: C4.3 VEHICLE MANEUVERS PLANS A254 SECOND FLOOR INTERIOR ELEVATIONS M800 CONTROLS-SCHEMATICS P S, r ��5 C4.5 PUBLIC IMPROVEMENTS PLAN A255 SECOND FLOOR INTERIOR ELEVATIONS M901 MECHANICAL DETAILS 3 P 8,,a �,. �/O Q BORA ARCHITECTS, INC. PLACE C5.0 GRADING AND DRAINAGE PLAN -WEST A301 BUILDING SECTIONS M902 MECHANICAL DETAILS 5 P 0,,Qy �O�Q- Principal in Charge: John O'Toole, AIA 735 NW 18th Avenue C5.1 GRADING AND DRAINAGE PLAN - EAST A302 BUILDING SECTIONS 1 % otoolel anbora.co Portland, OR 97209 C5.2 STORM DRAINAGE PLAN -WEST A351 WALL SECTIONS ELECTRICAL y° di ,��'Q� � �� I C5.3 STORM DRAINAGE PLAN- EAST A352 WALL SECTIONS E000 ELECTRICAL LEGEND AND ABBREVIATIONS P iliac J , Design Principal: Christopher Linn, AIA Tim Clemen tim clemen(a�olace.la C5.4 WATER QUALITY PLAN A411 ENLARGED PLANS AND SECTIONS- STAIRS E001 ELECTRICAL SCHEDULES Q a ," o��na� linn(C7bora.co - I C5.5 STORM DRAINAGE SECTIONS A412 ENLARGED PLANS AND SECTIONS- ELEVATOR E002 MECHANICAL& PLUMBING EQUIPMENT CONNECTION SCHED. l- I [ Project Manager: Mark Schopmeyer MECHANICAL ENGINEER: C6.0 UTILITY PLAN-WEST A451 ENLARGED PLANS AND ELEVATIONS- RESTROOMS & KITCHEN E101 ELECTRICAL& LIGHTING SITE PLAN a`' '`3t, schoomeverc bora.co C6.1 UTILITY PLAN - ENLARGEMENTS A452 ENLARGED PLANS AND ELEVATIONS- DECK&COURT E301 FIRST FLOOR - POWER AND SIGNAL PLAN aeva wider Services ... 1 GLUMAC C7.0 EROSION AND SEDIMENT CONTROL COVER SHEET A453 ENLARGED PLANS & ELEVATIONS-VRF & TRASH ENCL. & E302 SECOND FLOOR - POWER AND SIGNAL PLAN Durham - T__.;Pro jectArchitect: Miguel Hidalgo MOCK-UP Facrrry . ,'+� r._ + _ - i `C7.1 EROSION AND SEDIMENT CONTROL PLAN-WEST E501 ELECTRICAL SINGLE LINE DIAGRAM ` 'hidalgola7bora.co 900 SW Fifth Ave., Suite 1600 C7.2 EROSION AND SEDIMENT CONTROL PLAN - EAST A501 EXTERIOR DETAILS E502 SIGNAL RISER DIAGRAMS f' � : � "Portland, OR 97204 i tl 'Pro ect Desi ner Jacob Peel 503 227 5280 07.3 EROSION CONTROL DETAILS E503 PANELBOARD SCHEDULES / Fd�p; scat ®�s�3, I 2 1 g A502 EXTERIOR DETAILS-WINDOWS, LOUVERS. DOORS _ 2 A503 EXTERIOR DETAILS ROOF &SOFFIT ;, 4 - � f - r -tpeel@bora.co Chris Lowen clowenplumac.com C8.0 DETAILS E504 PANELBOARD SCHEDULES ®®�6�A .� • l . Joshua Checkis icheckis anglumac.com C8.1 DETAILS A504 EXTERIOR DETAILS E506 AUDIOVISUAL DIAGRAMS F ;' 7." • ‘ 1,i � _ - IS Interior Designer Amy Running William Driscoll wdriscoII(alumac.com C8.2 DETAILS A561 INTERIOR DETAILS E507 AUDIOVISUAL DIAGRAMS ji running Cc�bora.co A562 INTERIOR DETAILS E508 AUDIOVISUAL DIAGRAMS - :---::-7 C8.3 DETAILS i�} >s �� ELECTRICAL ENGINEER: A563 INTERIOR DETAILS-CASEWORK E601 ENLARGED PLANS I • -- Specifications Mike Manzi manzi@bora.co LANDSCAPE A564 INTERIOR DETAILS CASEWORK E602 ENLARGED PLANS • n GLUMAC L1.01 FENCE LAYOUT PLAN A565 INTERIOR DETAILS- DOOR & RELITE E901 ELECTRICAL DETAILS r P B,__; I, Project Team: Kirsten Herring 900 SW Fifth Ave.. Suite 1600 L100 FURNITURE & FENCE PLAN A570 DETAILS STAIRS & RAMPS E902 ELECTRICAL DETAILS r P P ;, „ I ,.''' -, . ..P.__ ./ u �= -----__ Eve Fagenstrom Portland. OR 97204 L200 LANDSCAPE PLAN 'PLANTING' A571 DETAILS- ELEVATOR E903 ELECTRICAL DETAILS Durham P �'" i' --. 11-1 ' /� Brian Squillace Daniel 7-5280 A601 WINDOW, LOUVER & DOOR SCHEDULE CiryPark i �° it P P L300 IRRIGATION PLANE904 ELECTRICAL DETAILS ,, P I` • s 11 1 Daniel Slavik dslavikCa»glumac.cam ..., j L400 SITE DETAILS A661 ROOM FINISH SCHEDULE & MOUNTING HEIGHTS EL001 BASIS OF DESIGN AND LUMINAIRE SCHEDULE r,`' I &'dg __, 1 1 - 15 L401 PLANTING DETAILS A665 SIGNAGE EL201 FIRST FLOOR - LIGHTING PLAN • . • • . , `a . _ V7f'a „L., y.H 4.�/r�� + � -77.; STRUCTURAL ENGINEER: PLUMBING ENGINEER: • L402 IRRIGATION DETAILS EL202 SECOND FLOOR- LIGHTING PLAN N MARK DATE DESCRIPTION - PLUMBING KPFF GLUMAC STRUCTURAL P000 PLUMBING LEGEND AND ABBREVIATIONS VALIDITY OF PERMIT CITY OF TIG Issued: 08/28/2017 900 SW Fifth Ave.. Suite 1600 S001 DRAWING INDEX AND LIST OF ABBREVIATIONS P001 SCHEDULES SPECIAL INSPECTION REQUIRED W E A OEOTECHNICAE. REVIEWED FOR CODE COMPLIANCE 111 SW Fifth Avenue, Suite 2500 REPORT IS REQUIRED THE ISSUANCE OCA PERMIT Portland, OR 97204 5002 GENERAL STRUCTURAL NOTES P200 UNDERGROUND PLAN - PLUMBING State of Oregon Structural Specialty Code a Portland. OR 97204BASED ON CONSTRUCTION Approved: [1 Scale' 503-227-3251 503-227-5280 S003 GENERAL STRUCTURAL NOTES CONT. P201 FIRST FLOOR - PLUMBING PLAN 5 BEFORE THE FOOTING Heather Hardie Hill hhardie hill(a�alumac,com INSPECTION IS APPROVED• •,. .• DOCUMENTS AND OTHER OTCs Jerry Abdi lerry.abdie(a�kpff-com 5004 SPECIAL INSPECTION AND TESTING PROGRAM P202 SECOND FLOOR- PLUMBING PLAN nCre and Reinforcing Steel • DATA SHALL NOT PREVENTj 1�-�C]�' Aaron Stocek aaron.stocekm(a�kpff.coP203 ROOF- PLUMBING permit{$: t� S005 SPECIAL INSPECTION AND TESTING PROGRAM CONT. _Is Installed in Concrete THE CODE OFFICIAL FROM COST ESTIMATOR: S006 5007 LIVE LOAD PLAN LEVEL 2 P401 RISER DIAGRAMS REQUIRING THE CORRECTION Address: 1 ` �� CIVIL ENGINEER: SNOW DRIFT PLAN P601 ENLARGED PLANS ❑ Special Moment-Desisting Concrete Frame • KPFF ACC COST CONSULTANTS, LLC 5101 FOUNDATION PLAN P901 PLUMBING DETAILS �_�L+ OF ERRORS.OSSC X05.4 _Suite# ❑ Reinforcing Steel&Prestressing Steel Tendons �il.r Lt iu�LD IIs, Date: 1 \�{.�� 8060 SW Pfaffle Street, Suite 110 5102 SECOND FLOOR FRAMING PLAN FP201 FIRST FLOOR- FIRE PROTECTION PLAN _ . Piro S �� ...L ---»-- 111 SW Fifth Avenue, Suite 2500 FP202 SECOND FLOOR - FIRE PROTECTION PLAN [�S; u l Welding Fire Alarm 4.„� APPROVED PLANS S103 ROOF FRAMING PLAN Tigard, Oregon 97223 Portland, OR 97204 g g Mechanical SNC IDE UN-AT'T'ACHED: 503-542-3860 503-718-0075 3201 PARTIAL FRAME ELEVATION ❑ High-Strenght Bolting '""'� SP .IEICATION BOOK • -1 Copyright 16013 1 Mark Wharry mark.wharry ankpff.com S411 STAIR PARTIAL PLANS ID Structural Masonry Plumbing �'"' lCTURAI,CALCS 4 Nalini Chandran nalini.chandran(a�kpff.com Stan Pszczolkowski stano(c�archcost.com S412 WOOD DETAILS Electrical •�-� ,l OTECH REPORT CITY OP TIGARD Terence Walton terrvw(c�archcost.com Truss En , S501 CONCRETE DETAILS ❑ Reinforced Gypsum Concrete g MtSC DocuMENT$ �,�, w FOR CO E COMPLiANCg PERMIT SET Shop Drawings 3502 CONCRETE DETAILS El InsulatingOther Concrete Fin S601 STEEL DETAILS Other ��,. OTCtApprc•v�t f I S701 WOOD DETAILS El Spraykpplied Fire-Resistive Materials City of Tigard Erosion Control co S702 WOOD DETAILS ❑ Pilings,Drilled Piers and Caissons To Schedule Inspections: Permit##; 'j IT �+ -- J COVER AN D SHEET INDEX ccN S703 WOOD DETAILS Call (503) 639-4175 Approvedllbon plans site.a Address. n��e � ❑ Shotcrete shall be on job �` S704 WOOD DETAILS Initial inspection: Suite#S E ❑ Special Grading, Excavation and Filling footingtion Final inspection: By: 411\2 '- Date: 1 ( t Prior to final buildingInspection C+7 El Smoke-Control Systems CD Other Inspections C S d I 50 I 40 I 30 1 20 I 10 I 0 I 50 1 40 I 30 I 20 I lo I o I - _ SW DURHAM ROAD - - --- .....- -- it 6 HYD 4..., ° \ ._,_& ___, r-5-1._ 6 0 .: •=Illr w�L� ,' Alli _ ` _ LfMIT OF WORK - - - - HYD 1.7 - - - BORA „ t, _ _ _ _ _ _ _ _ r. OF ./ V 0 iiikk.. .-__ ii, 4 , .4 _ _ :1_. _ C111 .1 -/ ' willilL. - - '! lw Atik '''"") mak, - - ' Q NEW ELECTRICAL • ( I ( W.1,, r ,' f tint .�y ( . ( *y - - -- - - - s Alll \ - - - - - - - FDC14 / TRANSFORMER, SE1= DC° � \ \ * \` ' ;:: - 1lr� "* �� . ELECTRICAL ,, Bora Architects, Inc. A,- r r 720 SW Washington, Suite 800 ,'� \__ E 1 q o 4.1\.: ( r. �� ( ( ; ( AI' I Portland, Oregon 97205 EXISTfNG FLAG POLE NEW BIKE PARKING, 1 .ti \ \ \.1 \ \ I / 503.226.1575 /7 SEE LANDSCAPE / ! I �____.� .---- •. •. ---- .__ _ _________________ ___ ...____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 I -- -- - - - - - - - - - - - - - - - - - - 4111111 // www.bora.co NEW FENCE AND GATE, SEE - ^ _ - _ _ - - / I - - E-1-1 LANDSCAPE I 4 Q I � _ L- - _ - - - - - 1 - - _- FIRE DEPARTMENT LOCK BOX II. ! r--^ cg � /1 E .-=� 1 EXISTING WALL ° / 2(1'-2' t X16'-10"-H "04 N. / • • I isis ;� 0 cip, 6 • Al 4 NEW FENCE AND GATE, 0 f- PARKING COUNT 6 6 SEE LANDSCAPE I 26 STANDARD SPACES IV (Th 2 VAN SPACES f- ;; ) C o \\ 5 COMPACT SPACES ,, ��- 11 2 DISABLED ACCESS SPACES _ 6 5 �I . - - -_.--- EXISTING BUILDING I 1 I 11 33 TOTAL / ! VP VP ��-�� C C C C C -7'- 5 �4 • • - - 1/.. UP - UP 4 ( 7 / 5 5 • i Y - j ' NEW DECK RAMP / `_-� / O`CN ; . . IC- • it 4 ; • ��M�� ' � AND STAIR, SEE - i I D !! ARCHITECTURAL NEW BUILDING I L J >r • ' 27'-7" 27'-6" \�14 • •. o �� i m I i Y O ' ■ I - t?-741' , ':-//// 11\ -. ' 1:60011 . . aY� f y _ I \1141 I lei/ Al 1411/�� I '11 I,q O i� • I 11 1111111hPalL II f- = I VACATED RIGHT 11'1 . ° ° itl" • FINISHED FLOOR OF WAY, SEE CIVIL '71°II' 4- - 4 - I a ELEVATION 165.5', SEE CIVIL -- I Iolli ' , s / . 1 . A' O - - - • �� - !- I= EXISTING SANITARY y • ' 0.. ... ED ASEWER EASEMENT, ' ' +t 0 I �� = I I SEE CIVIL • - • Q. CHR STOPH f I I-I _ 0 ..�, N � LIMN ,- 3 ' EXISTING BUILDING `4 Jr -� I I I ��' �. Ir''Or 1r s I ►� �1 f ` ,,- EXISTING BUILDING +►� NEW MECHANICAL I • • * �? EQUIPMENT I I I , - OPj Og� ENCLOSURE, SEE 10101 • ARCHITECTURAL '`i] I I /' ' •` . ) C ,� / ° 4 . n_2511,:_,''- I 49'-1 • 4 'Th-t-' - -1---c r 4 .? :411' NEW BIKE PARKING, �' 'I ' I ._ , .,{3 , All SEE LANDSCAPE e C `Vor ., I - - ,_ 5s i1 - C CD _ I r.G=_ M* � J \ / TTTTTTTI < V00, , I . I H 1 Ir[i 1 11,L11 N ;rr� "__��-i 111i1I111I111I11 ' - - I 1° - 1 - _ - _ - - - i �P�� J `� / NEW FENCE AND GATE, Icu ` ' J ° SEE LANDSCAPE . - I I . .. EXISTING WALL ��>,0 1 � 10 AND FENCE �G . - " NEW FENCE, SEE / ) - - - - I ° C LAN )SCAPE _ / 1 w; - - "t ' 14111 �' PROPOSED SANITARY , 0 f. Ag' + SEWER EASEMENT, I : +'� 1 - �-] /�� I- I a \ SEE CIVIL +1�� • • �,/ \ f 0' 5' 15' 30' 60' *i Ca /�'� \' HYD 4-0 --.....vir . ° i I 6,!111.1111N V V . - - - - - � ) p 31\I 3 0 � co O 19 Lil fx CODE SITE PLAN CO E 1" = 20'-0" ._ E t N L N CODE SITE PLAN NOTES CODE SITE PLAN LEGEND CONTACTS SITE INFORMATION DEFERRED SUBMITTALS co C13 o ce /- = O 1. SEE CIVIL FOR PUBLIC IMPROVEMENTS ALONG SW DURHAM ROAD. OWNER ADDRESS: 8040 SW DURHAM RD, TIGARD OR 97224 STEEL LADDERS- 055000 TIGARD-TUALATIN SCHOOL DISTRICT TAX LOT ID #: 2S113B000300 METAL WEB WOOD JOISTS-061736 -0 L 7 6960 SW SANDBURG ST., TIGARD OR 97223 ZONE: R-12 WITH HISTORIC DISTRICT OVERLAY GLUED-LAMINATED CONSTRUCTION - 061800 =Ca 0 CO FIBER-CEMENT SIDING - 074646 DI 0 EXISTING BUILDINGS SARA OAKS METAL-FRAMED SKYLIGHTS - 086300F`" 0 Q SARAH@DAYCPM.COM ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS-084113 CO F- - (503) 915-4634 FIBERGLASS WINDOWS -085413 ARCHITECT PROJECT DESCRIPTION SEISMIC DESIGN OF SUSPENDED GYPSUM AND ACOUSTIC CEILINGS-092216, 095100 FIRE SPRINKLER DESIGN -211000 BORA ARCHITECTS _ -. SEISMIC DESIGN OF MEP SYSTEMS-220549, 230549, 260548.16 720 SW WASHINGTON ST., SUITE 800 PORTLAND OR 97205 SWITCH BOARDS-262413 (503) 226-1575 NEW TWO-STORY, APPROXIMATELY 17,830 SF ALTERNATIVE HIGH SCHOOL WITH CLASSROOMS, FIRE ALARM DESIGN - 283111 NEW CONSTRUCTION OFFICES, KITCHEN AND MECHANICAL SUPPORT SPACES. SITE WORK INCLUDES NEW PARKING LIGHTING CONTROLS -265100,265600 MIGUEL HIDALGO, AIA LOT, TRASH ENCLOSURE, PLANTINGS AND PEDESTRIAN PAVING. NEW EXTERIOR DECK WITH PHOTOVOLTAIC SYSTEM DESIGN -263100 HIDALGO@BORA.CO STAIR AND RAMP CONNECTS TO EXISTING SCHOOL WITH NEW DOOR. BUILDING AUTOMATION SYSTEM DESIGN - 230900, 230993 _ (503) 226-1575 r , CODE SUMMARY OVERHANGS AND CANOPIES APPLICABLE CODES &STANDARDS 2 2 BUILDING HEIGHT(TABLE 503) EXIT& EXIT ACCESS: 2014 OREGON STRUCTURAL SPECIALTY CODE (2012 IBC WITH AMENDMENTS) ALLOWABLE ACTUAL EGRESS WIDTH (§ 1005) 2014 OREGON MECHANICAL SPECIALTY CODE (2012 IMC WITH AMENDMENTS) HEIGHT ABOVE GRADE PLANE (TYPE V-B): 40 FT STAIRS: OCCUPANT LOAD X 0.20 (W/SPRINKLERS) 2014 OREGON PLUMBING SPECIALTY CODE (2012 IPC WITH AMENDMENTS) + 20 FT W/SPRINKLER 29 FEET OTHER COMPONENTS:OCCUPANT LOAD X 0.15 (WI SPRINKLERS) 2014 OREGON ELECTRICAL SPECIALTY CODE (2012 NEC WITH AMENDMENTS) STORIES ABOVE GRADE PLANE (TYPE V-B) 2014 OREGON FIRE CODE E OCCUPANCY: 1 STORY �111� • • • LIMIT OF WORK 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (2009 IECC WITH AMENDMENTS) + 1 W/SPRINKLER 2 STORIES MAXIMUM O OMMON PATH OF TRAVEL CC. D" (WI SPRINKL RS)(TABLE 1014.3): 2010 DOJ ADA STANDARD FOR ACCESSIBLE DESIGN 2009 ICC/ANSI A117.1 AND US ADAAG ACCESSIBILITY GUIDELINES B OCC. 100'-0" (W/SPRINKLERS) ALLOWABLE FLOOR AREA OCCUPANCY(CHAPTER 3) EXIT ACCESS TRAVEL DISTANCE (§ 1016): ... PROPERTY LINES AREA PER STORY (TABLE 503) B OCC. 300'-D" (W/SPRINKLERS) BUILDING CLASSIFICATION: BASE ALLOWABLE PER CONSTRUCTION TYPE V-B EDUCATIONAL B OCCUPANCY(E OCCUPANCY ALLOWS 9,500 SF) 9,000 SF DEAD END CORRIDOR (§ 1018): NON-SEPARATED OCCUPANCIES PER 508.3MARK DATE DESCRIPTION CLASSROOMS & LABS E MAX LENGTH 50'-0" ...• .•�---- SETBACKS ASSEMBLY E SPRINKLER SYSTEM INCREASE 1(s) (§ 506.3): + 2 X 9,000 OFFICES B MINIMUM CORRIDOR WIDTH: 44 INCHES, TYP 36 INCHES IF OCC LOAD < 50 Issued: 08/28/2017 NOTES: TOTAL ALLOWABLE AREA PER STORY WITH INCREASES 27,000 SF 7') In1C€�Fc IP nrc I nan 5 Inn ilt FIRE HYDRANT 1: A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED Scale: As indicated HYD WITH A GROUP E OCCUPANCY IS NOT CONSIDERED A SEPARATE OCCUPANCY ACTUAL BUILDING AREA PER STORY (TYPE I-A) TOTAL PLUMBING FIXTURE COUNTS REQUIRED (OSSC SECTION 303,1,3) PROVIDED LEVEL 1 12,406 SF B: 1125-1140,E:1/50 CONSTRUCTION TYPE (CHAPTER 6) LEVEL 2 5422 SF OCC. 50% 50% WC/UR LAV WC/UR LAV UNISEX Y FIRE DEPARTMENT TOTAL 17,828 SF SOFT. LOAD FDC CONNECTION TYPE V-B OCCUPANCY AREA FACTOR OCC M F M F M F M F M F WC LAV FULL AUTOMATIC SPRINKLER SYSTEM PER OSSC SECTION 903.2.3 MISCELLANEOUS: B- MEETING RMS 308 15 21 11 11 .44 .44 .27 .27 1, SECTION 708.2 - EXCEPTION 7, SHAFT ENCLOSURES: ELEVATOR B-ADMIN OFFICES 855 100 9 5 5 .2 .2 .13 .13 FIRE RESISTIVE REQUIREMENTS (TABLE 601) ENCLOSURES OR FLOOR OPENINGS CONNECTING ONLY TWO FLOORS NEED Copyright 16013 PRIMARY BUILDING ENTRANCE TYPE V B NOT BE ENCLOSED. E COMMONS & KITCHEN 1855 15 124 62 62 1.24 1.24 1.24 1.24 1PRIMARY STRUCTURAL FRAME: 0 HRS 2. SECTION 708.14.1 - ENCLOSED ELEVATOR LOBBIES ARE NOT REQUIRED E CLASSROOMS 3445 20 173 87 87 1.74 1.74 1.74 1.74 PERMIT SET BEARING WALLS - EXTERIOR: 0 HRS WHEN THE ELEVATOR CONNECTS 3-STORIES OR LESS. BEARING WALLS - INTERIOR: 0 HRS E- SHOPS/LAB AREAS 2414 50 49 25 25 .5 .5 .5 .5 EXTERIOR WALLS: SEPARATION > 10 FT= 0 HRS 3. SECTION 1016.1 EXCEPTION #4- IN FULLY SPRINKLERED BUILDINGS EXIT SUB-TOTAL 345 4.2 4.2 4.0 4.0 a_ NONBEARING WALLS & PARTITIONS - INTERIOR: 0 HRS ACCESS MAY BE VIA AN UNENCLOSED STAIRWAY AS LONG AS TRAVEL FLOORS AND FLOOR/CEILINGS: 0 HRS DISTANCE IS LESS THAN REQUIRE MAXIMUM (TABLE 1016.1)AND CONNECTS OCCS PER PROGRAM 165 CODE SUMMARY AND SITE ROOFS AND ROOF/CEILINGS: 0 HRS ONLY TWO STORIES. GRAND TOTAL 5 5 4 4 4 4 4 4 2 2 o CORRIDOR (PER TABLE 1018.1): 0 HRS PLAN SHAFT ENCLOSURES (§ 713): 1 HR FIRE BARRIER 1. OCCUPANT LOAD FACTOR BASED ON TABLE 1004.1.2 2014 OSSC EXTERIOR DOORS AND WINDOWS: SEPARATION>20'-0" = NO LIMIT FIRE EXTINGUISHER TYPES: p REFER TO SECTION 1044 00- FIRE PROTECTION SPECIALITIES. 2. PLUMBING FIXTURE COUNT BASED ON TABLE 2902.1 2014 OSSC G1 00 CNi PER TABLE 509 INCIDENTAL USES, LABS &VOCATIONAL SHOPS IN GROUP E ARE REQUIRED DRY-CHEMICAL TYPE: UL-RATED 4-A:80-B:C, TYPICAL, UNO- (2014 OFC §906) in TO HAVE SMOKE SEPARATION PER 508.2.5.2 WITH AN AUTOMATIC SPRINKLER SYSTEM. WET-CHEMICAL TYPE: UL-RATED CLASS K, AT KITCHEN 125. (2014 OFC §904.11.5) cN 3. PROVIDED TOILETS MAY INCLUDE SINGLE ACCOMMODATION TOILETS co 50 I 40 I 30 I 20 I 10 I 0 I 1 50 I 40 I 30 1 20 I 10 I 0 DURHAM ROAD 'Nil& ...aisok- ,• ok • Ilb •A E. _ o o B 0 RA litipta - - - - - - ....7,/,,, . 911106._ . _ � . . - - . _.�..._ . - - - - . . . � .1 _ .livorii 40.,k El o° 1 Akk� �� Bora Architects, Inc. LI MEETING-SM RECEPTION 720 SW Washington, Suite 800 / ° 185 SFI B SF B E 16 SF 1a sF T. Portland Oregon 97205 yT - --- --- ---- �fExk(a}1 -- 1_3.51.Exit � k[slt- --I— i 9 t r r / �� r � � � DIRECTOR 503.226.1575 t — _ I _ ____ 159 SF B 100 SF 2 WWW.bora.co FIRE :i7.,....„.1- 1Exit[aa �^ _-DEPARTMENTcR MN r T — LOCK BOJ - - [ \ / , __,..-------- ---- 10 COUNSELOR I o - I _ _ 113SF B - - OCC: 12 � 10D SF 2 OCC: 77 Exklsl 0 • _ AC-UAL: ;4"� VESTIBULE 7r: REQ. 32" COUNSELOR ACTUAL: 32" 112 SF B S1 if °°i STAIR1 `- / — TAiR1 ir"----4-- 46 �: cfg 1>xkl. �-MECHANICAL ATTIC - D p r- a m •- `� PARTNER 5 ==—__ 4IP*y 110A =_ 2rnr _� ,05 SF B l5 D 100 SF 2 r r r r. f- OCC: 94\j /f l - STORAX I,U'P i . N 7 Exk�sl tlirDN W mill <.— `REQ.48" I - � / I�1��1►C�111iur]!►[e? pp 1ii �' FEC-1 -►I' ' EXISTING BUILDING5F ACTUAL:60" h h i s UP- 1 {-2 , FLEX CLASSROOM- �,J..LJe.L� , ,�; �' —� VESTIBULE _ , FLEX CLASSROOM 272 S E 17LJJ1 EL o N QQe --) 20 SF 14 _ 334 SF E 6'-5" 1 Exit(s) A ' n °6' 5" A 1 GIRLS LOBBY i� 'L ' 373 Si E �0 SF 17 L 1 , . 15 S1 EvtS} i� 74, ^lam /u F1*o PF�usf IUP R�1 AI �A � J /I11SMEETING RAISED WOOD DECK ,` ' I i WER ELEV PARTNER CLASSROOM I I 76SF� 8 AiELEC I II z N II' I 1Exk[s}I P MI p /Cp (§FURTHEST COMMON 908 SF E_ PATH OF EGRESS L I I 0 L I. __ r � ' ry ��" COMPUTER CLASSROOM 20 SF 46j bib+ � o V . TRAVEL FEC-1 I� 1 Exk{s} I R Q' r, e "' i�. O O,LJ 1043 SFS E II S, 11 O zv Lr AP Y - A — 4 . iJ MAXIMUM: 75-0" 02Exks}GIRLS,-BOYS Ir J gBOYS / � "f. ACTUAL. 53-2 III ��, a 50 I 40 I 30 I 20 I 10 I 0 DISCLAIMER NOTE THE EXTENT OF ACCESSIBILITY AND FIRE 1 SW DURHAM ROAD LIFE- SAFETY CODE COMPLIANCE IMPROVEMENTS FOR THIS ALTERATION WORK IS DICTATED BY I THE BUILDING OWNER WITH THE APPROVAL OF BUREAU OF BUILDINGS (VERIFY). BORA ' ARCHITECTS IN NO WAY ASSUMES 6 / / RESPONSIBILITY FOR 100 PERCENT BUILDING / __ COMPLIANCE TO THE ACCESSIBILITY AND FIRE 1 6 BORA LIFE-SAFETY CODES. ID 0 B B B B B B B B '� DEMOLITION FLOOR PLAN 0 0 0 0 o a o 0 0 0 ' ;f ;` �� KEYED NOTES Bora Architects, Inc. 720 SW Washington, Suite 800 V.11001.. 1. REMOVE EXTERIOR WALL INCLUDING ALL Portland, Oregon 97205 SIDING,WINDOWS, SHEATHING, INSULATION, 503.226.1575 • FRAMING AND INTERIOR FINISHES. MATCH SIZE OF DEMOLITION WITH AREA NEEDED TO WWW.bOra.CO -� INSTALL NEW DOOR. — — NFP 2. REMOVE EXISTING MECHANICAL EQUIPMENT O AND RETURN TO OWNER. \ _ 0 „ 3. REMOVE PLANTER BEDS, PLANTING AND SOIL. 4. REMOVE BARK MULCH AND GRADE AND - COMPACT SOIL TO RECEIVE NEW CONSTRUCTION. '--iI f 1 alili Lj Li Is 5. REMOVE SIDING FROM ADJACENT WALL AND SALVAGE FOR REUSE AS EXTERIOR FINISH ON NEW WALL. 5 In 5 EXISTING DEC BUILDING —\ / _. — /// AREA OF — „//__//7 DEMOLITION - - - - - - 1 WORK 2 GD101 D AR i-y DEMO ��CHRISTOPH '� • LINK ,--3 5 A452 . "Orr i 110 SCHOOL NEW • l Ii #1 �Q� mh GARDEN 11 \? all % OF O i I D10 4 4 24 EXISTING BULDING DEMOLITION - SITE PLAN 1/16" = 1' 0" CD NimeiC _ cv _ , SEE 551 A452 FOR NEW ELEVATION Co) REMOVE (E) WOOD TRIM AND SALVAGE �l 8'-4" VJ.F. FOR USE IN (N) WALL "\ / 0 • { I — EDGE OF ROOF 01.1.1 N 11/4 �� \ v - FACE OF 0 ADJACENT WALL /� co 3 - - - ` / u 3 0 o \ , v W cc Ev' -7 — r - � � \I ICV I I _ I I �I AC UNIr. _ 0D REMOVE (E)AC �_ N / �; UNIT AND RETURN I . - I E i_ , I 7 \ I TO OWNER aS a1 I PRIOR TO DEMOLITION, PERFORM A 7 CD --- - -- - --- � MAIN BLDG FLOOR r0 � � - ce - ------ i SURVEY TO DOCUMENT EXISTING i � � 105'-2"V.E.F. � � � Q CONSTRUCTION, CONDITIONS AND 5 f^' BUILDING SYSTEMS • 5 16 L C]) -6. OPEN L... o TO 1 1 - 1 CD I- STAIR TO BEYOND r` CM 2' BASEMENT (E)VENT TO REMAIN 0Q CO H / \ R. (E) BASEMENT WINDOWS TO REMAIN 22 ELEVATION - EXISTING MAIN - EAST - DEMO 1/4" = 1-0" - _ e - la IIS 4, k *, '. .,. ,nom_ - Y "k ?lii 2 � � 2 , w � � (� 7:________ "--- - ■ ------------- i —=w .-:- n REMOVE SIDING UP TO ' CORNER AND SALVAGE. © F:. SEEN, OTE 5 ii --______Lt.-=7- --- -------------_-__ __•--__7.-- , ---------------- -- --r . -10 —�— 1 - - MARK DATE DESCRIPTION ®��' - _ — —_ . ___ Issued: 08/28/2017 0 Scale: As indicated 0 6,4,..,v/ . / s 4 ft:::-1-_ -.:- - 4 -�� ,� cry y 4: ` � ..i. .4 SP c 1u t Copyright 16013O - -.,,,,..,-,17,..1‘,,,r44,.: ,.;747,--,s4, ' t . ' . a _ I ? - r s'� rY 'r ki xPis. I n _ rr , aPERMIT SET QN EXISTING BU ILDING N 1EXISTING BUILDING DEMOLITION - ELEVATION DEMOLITION 12" = 1'-0" 0NNcoI 50 1 40 I 30 I 20 1 10 I 0 50 I 40 I 30 I 20 I 10 I 0 6 6 BORA DURHAM EDUCATION CENTER Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co --SW ril cl)onadd St-''' -:m.; - '---:--,,i.",,y ',1 41"- 1"t"t dY 1q3fil GENERAL NOTES CONSTRUCTION NOTES ABBREVIATIONS Iti+leadoNsItd : . 1. SURVEY PROVIDED BY KPFF, DATED JULY, 2017. ELEVATIONS AS INDICATED ON GENERAL AC ASPHALT CONCRETE .. ' • '- -�: SHEET C2.0 AND C2.1. AD AREA DRAIN c\,` Bon hi P,-1 . Li. 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE APPROX. APPROXIMATE "" 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE B BOLLARD 111 SW Fifth Ave., Suite 2500 PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON BLDG BUILDING 5n Portland,6 50327 OR 32504 BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. BOW BACK OF WALK COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. _� _ F: 503.274.4681 BS BOTTOM OF SWALE ±�:; www-koff com BOTTOM OF STAIR ;, �. y 5 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE DEMOLITION BW BOTTOM OF WALL 5 HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEET C2.0 .-"--7.,Q i ; ,, "Y. ; __, , . ty 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF CB CATCH BASINi'...44:4iLi"tpx,. e AND C2.1 FOR PROJECT CONTROL INFORMATION. _,:._, ,- CL CENTERLINE • 4 0 0.f, EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA CMU CONCRETE MASONRY UNIT « .,4‘2" �"' �«F, - ,' •-- 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL IDENTIFIED IN THE PLANS. "`Oct "� 4. . `+ "� "t»:, }`' ' , `,fi CO CLEANOUT r� � F + �� r -• ' �. t r. POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING i.-#„ '� 4 , ter.• CONC. CONCRETE <- i' J ' " , CONSTRUCTION LAYOUT. OWNER'Sall:"‘ -" C t ::4 :`•.F. - ;,(P„ 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON COTG CLEANOUT TO GRADE � "* �' � - _ ' ' _ ,;a y ' :4 CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED CP CONTROL POINT ' SW Durham Ad '"�`` ' '' 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS PROPERTY, - ; r,/A,-- ---- 4� r . 7-y SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD FROM THE SITE, AND DISPOSED OF PROPERLY. A DELTA _ ,, _�Tigaf I/ ," IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. D/W DRIVEWAY = �, ` .,, . 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED DIA.,O DIAMETER ° ,,,- is,... ,. ;+/ STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL DIP DUCTILE IRON PIPE i. 6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER WALK PROJECT SITE WITH OWNER AND OWNER'S REPRESENTATIVE PRIOR TO Y , r �! `' "" - •Tr �0 ? -. )2reog, cam, tn CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE E EASTING ,_ . ,.;-fit ' ► -.. VERIFIED PRIOR TO CONSTRUCTION LAYOUT. CONSTRUCTION TO IDENTIFY SALVAGE ITEMS. SALVAGE ITEMS SHALL BE CATALOGED, EXIST./EX EXISTING r R *4*!' 'y c PHOTOGRAPHED, REMOVED, AND STORED IN A LOCATION INDICATED BY OWNER OR FDC FIRE DEPARTMENT CONNECTION PROJECT SITEDUrhall' �' .' 7. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING OWNER'S REPRESENTATIVE. FF FINISH FLOOR ELEVATION ,� _ ,,, r ail- -�_•�--•-p - ..-.0___ _ MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR FG FINISH GRADE X I �% ,`�,�D PROFESS, COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND 11�E IDENTIFIED SITE FH FIRE HYDRANTel . .' , i l,.,. v5 , , ,, /Oy AREA DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL FL FLOWLINE1.4 OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY ""' "`- % [ urtlatt� t, ',0, 72303 r CONDITION OR BETTER. FND FOUNDATION f A LICENSED SURVEYOR. - G GUTTER a�ot .�. 12017 FOR THE5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST GB GRADE BREAK -, 4 " OJ 6e, • "' 3* � « w \ c . __-_ ' -� " 8. CONTRACTOR TO REFERENCE SOILS REPORT BY GRI DATED MAY 3 , 0 .� „ °� 4 ,, y ' SITE SOILS CONDITIONS. EXISTING CONSTRUCTION JOINT. GL GAS LINE ; 14711.. GV GATE VALVE ' .4 1 ' .• 3�: , - / ao ON 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING H HEIGHT T �I< t�� RCI + - Y t NR, �{A9. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT i -, 1 ;� -� ,i C SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2015 OREGON AND NEW PAVEMENT. HCP HANDICAP PARKING SPACE • R ,,� STANDARD SPECIFICATIONS FOR CONSTRUCTION THE 2014 OREGON PLUMBING HP HIGH POINT '4Ru--. ; . ,... _ __ i'..)4.4.1 , ,.,,.;r4 - } ' Y` a z . ,,. _. ,"- •'t;4 'D q1 , _ 1 EXPIRATION DATE: tz/31/mfl I ID INSIDE DIAMETER -i y, SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF TIGARD. ' .VA__.: 1 . c ; - UTILITIES 4 . � 1E INVERT ELEVATION • -- _ '� ` 4 10. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, INV INVERT MAP FROM: xxx r AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND FRAMES AND COVERS, ETC. TO FINISHED GRADE. IRR. IRRIGATION INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND LP LIGHT POLE VICINITY MAP COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, MH MANHOLE COMMENCING CONSTRUCTION. MIN MINIMUM SCALE: NTS TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN N NORTHING 11. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. O.D. OUTSIDE DIAMETER PROJECT CONTACTS OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR OF OUTFALL 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE OVH/OH OVERHEAD OWNER: STRUCTURAL ENGINEER: INSTALLATION OF OR ADJUSTMENT TO GAS ELECTRICAL, POWER AND TELEPHONE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON PA PROPERTY LINE TIGARD-TUALATIN SCHOOL DISTRICT KPFF CD SERVICE. NOTICE TO EXCAVATORS: UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PC POINT OF CURVATURE 6960 SW SANDBURG ST. 111 SW FIFTH AVENUE, SUITE 2500 4J PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT ATTENTION: OREGON LAW REQUIRES YOU PCC POINT OF COMPOUND CURVATURE TIGARD, OREGON 97223 PORTLAND, OREGON 97204 AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS 4• BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL TO FOLLOW RULES ADOPTED BY THE SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT PCR POINT OF CURB RETURN TEL: 503-227-3251 UTILITY NOTIFICATION TO ENGINEER AND OWNER. CENTER. CD t PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. PED PEDESTRIAN OWNER'S REPRESENTATIVE: CONTACT: AARON STOCEK W THOSE RULES ARE SET FORTH IN OAR Ply POST INDICATOR VALVE 952-001-0010 THROUGH OAR DAY CPM SERVICES 12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR 5. ALL WORK TO CONFORM TO THE 2014 OREGON PLUMBING SPECIALTY CODE. POC POINT ON CURVE 952-001-0090. YOU MAY OBTAIN 12745 SW BEAVERDAM RD., SUITE 120 MECHANICAL/ELECTRICAL/PLUMBING ENGINEER: 0 INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. PP POWER POLE OF THE RULES BY CALLING THE BEAVERTON, OREGON 97005 GLUMAC IER CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL PRC POINT OF REVERSE CURVATURE COPIESC . TEL: 503-72OREGON 900 SW FIFTH AVE., SUITE 1600 UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL STORM AND SANITARY PT POINT OF TANGENT C BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 P.U.E. PUBLIC UTILITY EASEMENT (NOTE: THE TELEPHONE NUMBER FOR CONTACT: SARAH OAKS, PROJECT MANAGER PORTLAND, OREGON 97204 0 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT PVC POLYVINYL_ CHLORIDE THE OREGON UTILITY NOTIFICATION MOBILE: 503-915-4664 TEL: 503-227-5280 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE PVMT PAVEMENT CENTER IS (503)-232-1987), sarah®daycpm.com CONTACT: CHRIS LOWEN • CONFLICTS. 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, PVT PRIVATE U mW"WORK ON EXISTING SEWERS AND STRUCTURES". I 13. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE R RIM POTENTIAL UNDERGROUND FACILITY OWNERS CIVIL ENGINEER: LANDSCAPE ARCHITECT: •C CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE RD ROOF DRAIN , KPFF PLACE 4"' TO IN THE PERFORMANCE OF THE WORK. SYSTEM, R.O.W. RIGHT-OF-WAY111 SW .� TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF S SLOPE (FT/FT) Dig , Safely. PORTLAND,FIFTH AVENUE SUITE 2500 PORTLAND, OREGON 97209 INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND Ci 14. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL 8£ IMPLEMENTED. SD STORM DRAIN TEL: 503-542-3860 TEL: 503-334-2080 SANITARY SEWER PIPE USING A LASER. Call the Oregon One-Call Center p THE CONTRACTOR SHALL ADHERE TO CITY OF TIGARD FOR MINIMUM EROSION SDMH STORM DRAIN MANHOLE CONTACT: TIM CLEMEN AND KELLY STOECKLEIN 3 Ca 3 CONTACT: NALINI CHANDRAN PE Q CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM SHT SHEET 1-800-332-2344 0 3. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, BASED nafini.chandran@kpff.com _ IX REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION ON COORDINATES, DIMENSIONS AND BEARINGS INDICATED ON THE PLANS. SS SANITARY SEWER PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM SSMH SANITARY SEWER MANHOLE o EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. ST STREET EMERGENCY TELEPHONE NUMBERS ARCHITECT: N BORA ARCHITECTS, INC. E co N LEAVE THE SITE. 4. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 STA STATIONi--► PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. STD STANDARD NW NATURAL GAS 720 SW WASHINGTON, SUITE 800 03 ' 15. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM S/W SIDEWALK M-F 7am-6pm 503-226-4211 Ext.4313 PORTLAND, OREGON 97205-3510To CO cr CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST 5. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF TC TOP OF CURB AFTER HOURS 503-226-4211 TEL: 503-226-1575 rTY CONTROL AS REQUIRED. THE 'WYE' BRANCH TYPE. PGE 503-464-7777 TD TRENCH DRAIN CONTACT: MIGUEL HIDALGO, PROJECT ARCHITECT F_ _ 0 TG TOP OF GROUND hidafgo©bora.com QWEST 1-800-573-1311 L CO I 16. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT TF' TOP OF PAVEMENT MARK SCHOPMEYER, PROJECT MANAGER CO CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO TIGARD WATER TRANS. TRANSFORMER CITY BUREAU OF MAINTENANCE 503-823-1700 schopmeyerC�bora.com M O f6 AND TTSD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. TS TOP OF STAIR CITY WATER 503-823-4874 C? p? 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO TW TOP OF WALL VERIZON 1-800-483-1000 _____ j Q O co 17. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO DURHAM EDUCATION CENTER AND THE FINISH GRADE. TOP OF WALK SHEET INDEX DURHAM ELEMENTARY SCHOOL AT ALL TIMES DURING CONSTRUCTION UNLESS WRITTEN TTSD TIGARD/TUALATIN SCHOOL DISTRICT AUTHORIZATION IS PROVIDED BY OWNER OR OWNER'S REPRESENTATIVE FOR UTILITY 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED. TYP. TYPICAL SHEET SHEET SHEET DESCRIPTION SHUT-DOWNS. COORDINATE TEMPORARY UTILITY SERVICE AS REQUIRED. UG UNDERGROUND NO. TITLE 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON UGE UNDERGROUND ELECTRIC 1 C1.0 COVER SHEET 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. W WATER WORK WITH THE OWNER. W/ WITH 2 C1.1 KEY PLAN WCR WHEEL CHAIR RAMP 3 C2.0 EXISTING CONDITIONS PLAN - WEST 19. NOTIFY CITY OF TIGARD 72 HOURS BEFORE STARTING WORK. A PRECONSTRUC11ON EARTHWORKS WM WATER METER 4 C2.1 EXISTING CONDITIONS PLAN - EAST MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY OF WV WATER VALVE 5 C3.0 DEMOLITION PLAN - WEST TIGARD REPRESENTATIVE SHALL BE REQUIRED. 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM 6 C3.1 DEMOLITION PLAN - EAST ENTERING THE STORM DRAINAGE SYSTEM. 7 C4.0 SITE PLAN - WEST 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND 8 C4.1 SITE PLAN - EAST 2 2 BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS 9 C4.2 JOINTING PLAN o REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE 10 C4.3 VEHICLE MANEUVERS PLAN o PERMITTED. 11 C4.5 PUBLIC IMPROVEMENT PLAN a 12 C5.0 GRADING AND DRAINAGE PLAN - WEST 1- CP 13 C5.1 GRADING AND DRAINAGE PLAN - EAST MATERIAL NOTES73 14 C5.2 STORM DRAINAGE PLAN - WEST rz 15 C5.3 STORM DRAINAGE PLAN -- EAST 0 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, 16 C5.5 STORM DRAINAGE SECTIONS f AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND o17 C6 0 UTILITY PLAN - WEST USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM �' 18 C7.0 EROSION CONTROL COVER SHEET OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 19 C7.1 EROSION CONTROL PLAN - WEST 0 2. STORM AND SANITARY SEWER PIPING SHALL BE AS SPECIFIED. 20 C7.2 EROSION CONTROL PLAN - EAST - MARK DATE DESCRIPTION or 21 C7.3 EROSION CONTROL DETAILS 7 3. PRIVATE WATER MAINS 4-INCH DIAMETER AND LARGER SHALL BE AS SPECIFIED. 22 C8.0 DETAILS Issued: 8/28/2017 0 4. PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER SHALL BE AS SPECIFIED. 23 C8.1 DETAILS i 24 C8.2 DETAILS Scale: AS NOTED Q 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM 25 C8.3 DETAILS j COMPRESSIVE STRENGTH AS SPECIFIED IN SECTION 321313. t C N {) 1 C7 _Eq 7 o p (j) Copyright 16013 oc 1 PERMIT SET 10 rCID N. 10 0 .- N COVER SHEET NN ,- o�Lc) U ,- NC 1 • 0 Z co Zr- Q) , ii ci 50 I 40 I 30 I 20 1 10 I 0 I 1 50 I 40 I 30 1 20 1 10 1 0 1 6 6 BO - A Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 I503.226.1575 www.bora.co L-1-1 Z 1 1 l<Pffi1--- 5 111 SW Fifth Ave.,Suite 2500 WEST EAST Portland,OR 97204 O: 503.227.3251 F: 503.274.4681 www.koff.com 5 i-,D I 5 D lig Nil D Iili 4=58.79' R=2864.7$' --. ¢ ------ --- - BASIS OF BLARING --.-�. CHD•4189'42 53"W �C ON UNE PER OCRS (PORTLAND ZONE) R 7.4 �- — - — — S 89'41'51" W ?264,47 - - - -- - 5 89'41'51 W 1386.69' 5 89bT36' E 405.29 - - _ b / oi SW DURHAM ROAD \ � - T _ _ l_ "'- �S� \\ i /.../....„\ 0 I ... \ \ / / fir_ u °° I YOUR PZw. 'V'' --L-.li.5y' `D _ `O p - 2 SPEED + R=2819.79' • B RIGHT TURN �V �' ��I o o B 5 B B H B B B =0°45'45" i= 5L \ ! — L ••SB— — _ 5 89°0T3b"E 242.74'❑ — �r ILS a I 11lt6-1:Ii,,I- _ C-o I'R`� $i s o ICV • • — — +r'" y — ,_1HCR11M 4i`� �S: 1 / — — iri�.r+ 2o.�d'\ .1) i _ o ° .111— ., 8, � I N i..•>,..,s4. . , ire•�vik lb o7:70 ;.,f S 690736" los T �/ 7230 l LAWN 0-71) 15.00' PROPOSED. ^1 r- . LA1hN cp ° m / - - -‘,140 VII UC 1 ' 1 ❑ W�• EASEM T d I (JP lip1111 %0►.� 'y f ' o• EASEMENT Un[uvly I I _ RIGiT-OF-WAY 1 a —cA Zr_' I I II TRAFFI 6. [ DOC. DEDICATION / �9` 14 0.13 �00� �Q� w In m I _� ` 4 l -. ..,.._. .—. �..� . ._- - ., �� CAB. 0� �/`//� `\Q 4 — — — --- --) 0-- .. !Arm — * —1 ' H' --_ _ _ i.___I 0I m ;' EXPIRATION DATE: 1Z/3T/2OU ' o % //if ,.Y//�/////�i rr////� II - m Icv • _.:, , Icv V YARD _ I `� 6 (_........ 6 -'r4 I 64 �' r1 I HISTORIC DURHAM CENTER I 0 tf- j 5� / =MN m i / I 0 _ I I �� 6 s .sB IAT-r-')..._.,•,....... ..-1G l ='/ 7/./ir // I a — ur { VP VP C C C C I O�ASg013 11 // BREEZEWAY I \ I 4 I • ICT 411:14 ®/ 00C go �1 �� " 7 rI fir, � / / I I �' / / \ - T y5• r IC W W W W •Y • ydwW W W • , / _____ I f 1 / II1 79 4, 4, 4,1.10 . •� � �I CV(3) • 4 I O *'•J: .t alis , I ///, // I/II /I . 1 0 � . W I W W0,lip I = + Irn W r ,III w010 4 m °3A'j:\) ao m f :2STORY ••• / 0 I \ \ r z rnI ,__________.-- --r? 4is.1 • j 3 i N • 0 _� .. O O /r IJ i S o z a P 7 cTT' ' 1 ��o I N �� • lc A mam i • .�♦ m`� PGG�,S 4. •�•' o �8� RD / a I . o • + W �• I fTl b (I7 // I ■ NY W I r. I 01B I i• 0111 ,L 1. 4111 W I IIz. 0 , // / 1 // _, 7 000 -0, / ! 1 - 1 k-, 0 N I 95 ) o 3 — n w o ma b HB / I I f 0�`.■■0La 111° I L.41- r ` • m LLI 15.00 PROPOSED \► r V °° - - � C RI _� r5 • 'id..UiLi!) 1 ■ I WATER EASEMENT �, o S N ,.., (,,__,.,,, . -1_ _....# ____ ____._ ._ _ ____ _ o ~ I ° --'-<;16 ° E — �� W a o 1.101:14° co Q `n LANK III •' 1111 . •� 0 '�� _ 7 1 ,A, o —400- G ' �� r '` A+ tf Y LAWN ��''V � 5� 'jr �y r 4 = O CO re--A-7r ISR f�1�1Gt, • V V it.--1Iv L �A o 0 15.00 PROPOSED _ _ •�CD o .- - _ - o L SANITARY SEWER EASEMENT — v� a � 1 ! S I 1 d I I 1 / 0 41 ,.f :,, 1, cr Lu i 10• EXISTING SANITARY SEWER EASEMENT 2 N 89°41'51"E (. �/ a_ DOC. NO. 94081690 (DATED 09/05/94) I o - 20.00' Al - - HCR / 1 ;� � � 1. a t •- - — - - I N 89'48 38" E 1'79.59' 1 � � II I ` 2 I 2 r U w m Q I— cy) J r w U Y I Q U MARK DATE DESCRIPTION 0 0 0 r- Issued: 8/28/2017 i 11- Scale: AS NOTED ..--- 0 0 L C 0 1 E vim• L am-' o 1 Copyright 16013 5; 1 Cf) 0 IT PERMIT or 6 a SCALE INCH = 30 FEET KEY PLAN / D Nr-. ,- 6nillnMEIIMM.M1 T fn m _..) 30 0 30 60 i� V I-- ,..- O N m � 8 'Z 1 50 I 40 I 30 1 20 I 10 I 0 I 50 I 40 30 20 1 10 0 6 6 BORA i't �\ Bora Architects, Inc. ' ,,, co' 720 SW Washington, Suite 800 °NU °y0 s° D ^� Portland, Oregon 97205 ° °hu 503.226.1575 0 do oHU °y�, N7 0 www.bora.co _ / _ - 58. .7' o � -- _ R=2864.79' �_ I ci isHSi OF BEARI G v CHD=N8I 42'53"W `� 1 ` - ' - \ - PER OCRS (PORTLAND ZONE) vy� 8 7q' 1 °� - NOTES: LEGEND: ` \ \ o S 89'41'51" W 1264.47' v 4_ 1.) VERTICAL DATUM: NAVD 88 (GEOID 12A) 1 ` _ Y///////�+� , , Ii///////l BUILDING OUTLINE WITH DOOR 7 1 - oHU ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO. 1 i ! I CONCRETE SURFACE �/ f.^�/ / �// �// o�� // cg( SW DURHAM ROAD 6' °�tl \ 06,6 u USING THE OREGON REAL-TIME GPS NETWORK (ORGN). 'Tiff! 1 ASPHALT SURFACE �'� i % / i iCO � 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM /////ff/ff////f/f///////// I WALL � i �' \• / / �`�� (OCRS), PORTLAND ZONE. THE RESULTANT BEARING OF THE CENTERLINE OF SW DURHAM ROAD IS - - BUILDING OVERHANG / / 111 SW Ffth Ave. Suite 2500 / / - 1" - SOUTH 89'41'51" WEST. CURB LINE Portland, OR 97204 77'77,4"-t,-:',.\•....,.1...: - 1. . . �x"$ ,' r °m. : ':l ; -.-la"SD•;-.,:.;.-,..•7 ,t'.`•?*,4D:"•. . ''!• .:'�7.aD'. .• •:r a•.•". . ....• ; • .. , 12"5D .r' . ;•''`SDS •-,- -. .:......74..•: :_ .l,.,.. .7--:- ..4.-.. .0 •x2'5 1 :,., P i . a R.. .j - u ,ti . -'e . .�,3•:. Fti'.-' e- :;•:'_ ..( 503.227.3251 t { := �.�- +::.' O' �:� .` � :•..,` EDGE OF ASPHALT .0. \\ �5:.,. .. •v.• F: 503.274.4681 • r iyr � � �` "E iy „ ----- ) y a'O�SPEEO n12 .3 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO. www.kpff.com , -� rp ', .. , •/ •BEGIN R i "w - w N w INiz w 3 am 117 iz"w i w �z"w RIGHT-OF-WAY LINE u - OHU � - „ ``� 167 - .$ , 701 9-28661 77, EFFECTIVE DATE MAY 18, 2017, N0. 7019-2866181, EFFECTIVE DATE MAY 11, 5 3� 3'� • ,,� o B �B- B B B 3„ 3„ ' =0°45'45" 3' N °40'45"E 2017, AND N0. 7019-2858110, EFFECTIVE DATE APRIL 28 2017 BY FIRST AMERICAN TITLE EASEMENT LINE 5 [ / 48" �i`• I o a o O O J \ o "i Ylp=N89°55117 - LOT LINE . N i ` *' 0.00 GV COMPANY OF OREGON. / / ��.� 5 84"41 51 W x,235. 0 37.53' I X l /1� - - --y `- 4 1 �,- W o L - - PROPERTY LINE N a� O I„ 1 x ` I `• ,/6 I �� + ° Q1 a, 7 c, 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS 8c REFERENCE E ELECTRICAL LINE ;� I o 4 R • e _ I "�/� D m LN 89 40 E ni _O - '� + - - CENTER / 20 pp �ti m �� MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF I TELECOMMUNICATIONS LINE I o �_�,��,� / o c I 3 ao UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) SD STORM LINE A �. T . . ti 78 LAWN o r \ -, - -_,>________ fl)0 I PRIOR TO CONSTRUCTION. ss SANITARY SEWER LINE ditti- \ �>� LAWN .-. / , LAWN/ 1 - w WATER LINE / 30 \ i \ y 1 iLo 8" ` 1 G GAS LINE o rG O t I CHU OVERHEAD UTILITY LINES \ k '/G 'h s• ;I '//'\\ ,� \ cn cry 1' 4 _ c [ ] UNDERGROUND LINE PER AS-BUILTS \ rN N / $" \� STORM TABLE: SANITARY TABLE: �- SIGN I 1 0 \ 0 _ - / I DOUBLE POST SIGN - ' , ) �� N -•.A1_,, AJC + $ os / r-,��'- - -, N. __. n SANITARY MANHOLE FP FLAGPOLE ~' �"� N O CURB INLET i i CURB INLET \ / o I RD RIM = 165.63' RIM = 158.81' \ / RIM = 162.45 ' ° / I / i -L - -N11, llll�l ^ �- ` 1 FLOW LINE = 165.05' FLOW LINE - 158.05' IE 10" IN (E) - 154.80' D/IN DRIVEWAY ENTRY / / / j' D71140 IE 12" IN (N) = 161.23' IE 12" IN (N) = 154.11' "ti PLAY YARD / I / %/` ///! �'�'�` /////// K/�'� / 1 l IE 12" IN (S) = 161.23' IE 12 IN (SW) = 154.11 IE 10" 1N (W} = 154.45 HCR HANDICAP RAMP IE 10" OUT (N) = 01) BIKE RACK I l c� / I /� ��o 1 / ` I IE 12" IN (W) = 161.08' IE 15" OUT (S) = 153.96' 154.35' dm / \ } / I '8• / I\ \ x,� I , IE 12" OUT (E) = 161.08' CURB INLET oMB MAILBOX ~ 'w o f I '4: I 12 SANITARY MANHOLE O5 ti '� / I I r CURB INLET O RIM = 162.92' RD ROOF DRAIN � /� HISTORIC DURHAM CENTER / I r , RIM = 162.88' � 1 0 \ I -q'SS -t - 6"-'.I----'/ % 1 o CV RIM = 165-76' FLOW LINE = 162.57' IE 8" IN (NW) = 158.53' ZJB ELECTRICAL JUNCTION BOX •3" c a f / I . I / 8" + • 1 I U FLOW LINE = 165.02' IE 12" IN (SE) = 157.32' IE 6" IN (w) _ 158.53' E m ELECTRICAL METER � T \ / / °so ;I % I *h. IE 12" IN (NW) = 162.11' IE 12 IN (SW) = 155.72' !E 6" 1N (W) - 158.18' \ q�, izg W IE 12" IN (NE) = 161.96' IE 12" OUT (NE) = 155.42' IE 8" OUT (S) = 158.18' ❑EC ELECTRICAL CABINET SATE G 0 -+� '±"-. j�/////// W IE 12" OUT (S} = 161.91' EVLT ELECTRICAL VAULT 4Q a 1= • .. 4 M - i II O 13 CATCH BASIN O3 SANITARY MANHOLE ^ 3 • EE"ZEW,4Y' ,r • . ./ / / �j RIM = 165.65' `-F . .• • . 4 0-- - i ` r - i 3 CATCH BASIN RIM = 161.71' GUY ANCHOR /j • / 7-: / I �,, I RIM = 164.39' IE 12" OUT (NW) = 157.81' IE 8" IN (N) = 159.75' OVERHEAD LIGHT I /�//�/��//��,// / 1--- / / +. W I E 12" 0 U T (N) = 62.69. . ° �C' --L-- -7 - - 1 % % / 1 W 14 CATCH BASIN IE 8" OUT (SE) _ : POWER POLE/OVERHEAD LIGHT °. ; T /:, / C� O STORM MANHOLE RIM = 163.56' 159.42' LUMINAIRE I r : , / / / ID / / L LJ_! RIM = 164.16'- IE 12" OUT (NE) = 158.76' C4> SANITARY MANHOLE POWER POLE � I Z IE 12" IN (S) - 160.66 - e / O IV, IIE 12 IN (N) = 160.61' 15 CURB INLET 95' RIM = 165.50' IE 6" IN (W) 161.50' G m GAS METER 4 I i / 1� t J I IE 12" IN (W) = 160.61' IE 6" IN (W) = 161.50' GV GAS VALVE / % I O22„i I / i. - I I IE 12" OUT (E) = 160.56' FLOW LINE = 163.32 1E 6" IN (E} = 161.30' GV 1 -' j o / IE 12 IN (SW) 156.55 CS-) SANITARY MANHOLE WITH STRUCTURE • a •°•E ./ / i I �' I , / �6� / r 81.(...) / O CURB INLET IE 12" IN (NW) = 156.55' IE 6" OUT (E) = 161.30' I I `teti`�{ I /////////�/�///i/�� - Pl. ./ / I- rD I STORM MANHOLE WITH STRUCTURE low �I<ti . 8 / j I ¢ RIM = 164.74' IE 12' OUT {NE) = 156.45' SANITARY MANHOLE `-� I . 19 • ` ` jit `" L Itr� ' '' \coh �i ` / FLOW LINE = 163.54' RIM = 167.14' ® CATCH BASIN/AREA DRAIN yI °° - - \ ' ••s ,* IE 12" OUT (N) = 161.34' 16 STORM MANHOLE ti � IE 6" IN (W) 160.58' C .41 . . / ti \ / _- / O RIM = 158.77' IE 6" IN E = 160.64' ¢=r CURB INLET ,4. 66 I CURB INLET IE 8" IN (E) = 153.12' { ) c� %// / I I \ �1 / I O - ( ) = 152.97' IE 8" OUT (5) = 160.54' O O SANITARY/STORM STRUCTURE # ,/ I I �� / ..- i RIM = 164.56' IE 12" OUT S HES ' IN; :- ,$ / I f b\ I HOOP / 1 / I FLOW LINE - 163.90' T TELECOMMUNICATIONS MANHOLE 0 TELECOMMUNICATIONS RISER iIN TR �i 4.. � „ I "4'• HOOP \\ I _ ' - '/a . 10' 1E 12"IE 10" OUTN(S)) = 1616101' 17 RIM CATCH 60BA515 = PED \ I I _ ,• ' I '7,-4 IE 4" OUT (E) 15$.75' PEDESTRIAN SIGNAL PEDESTAL • 2-STORY WOOD& / \ LAIilV I ,I LAWN / / --- '• p 00`� O RIM STORM 162MA�660LE i 8 CATCH BASIN (SUMP TYPE) E SB TRAFFIC SIGNAL BOX �� +• a w / CONCRETE BUILDING 1 Gj� ICV / I z O 0s , ,` 0 �\ ICV 0 z IE 12" IN (SW) = 159.11' O RIM = 170.06' 0-1 PEDESTRIAN CONTROL SIGNAL ARM 0 L z / � II OE 47 / IC - u CO IE 12" IN (W) = 159.11' IE 4" OUT (N) = 168.86' • / .'iii , I • '. 0 LAWN / K32 P u 51 ❑B 0 uj c /� lE 12" IN (N} = 159.D1' U ♦J E • � _� =� o Z, 19 / o z Ni 101 - TRAFFIC CONTROL SIGNAL ARM •i++ E L a` / / l • :' N / gOD�f 10 S ICR ¢ "� I IE 12" OUT E = 158.86' 19 CATCH BASIN (SUMP TYPE) • - l ..0�'e I } `�. tpA Q 9„ rll a / { } O RIM = 170.18' •W CI3 Icc ® TSP TRAFFIC SIGNAL POLE •i Er2 Cs) o i FgD i I m r , o o O CATCH BASIN WATER LEVEL = 168.83' W m WATER METER _ F RIM 162.13' U] WATER VALVE Q co i 8" M E; <Eil ,° 4 w/ I I I a •.'• , 1 s �/ 8"I � IE 12" OUT (NE) = 159.43' 2d CATCH BASIN 18 ® . / i rf JB " 22 ,, mJB � % / %,.o JB RIM - 166.71' FIRE HYDRANT 3 j I r D / , !\ / O CURB INLET !E 4" IN (NW) = 165.61' FIRE DEPARTMENT CONNECT 3 O CQ fa i I o RIM = 163.22' IE 4" OUT (E) = 165.31' Q o HB HOSE BIB 0 4 •/ I ;�, II `-� lz"st / _-.....) / / $� FLOW LINE = 162.57' ICV �,. / I / ` '�� h` / % / ,2 5_. ' IE 12" IN (N) = 159.57' 21 CURB INLET IRRIGATION CONTROL VALVE V L . E.:: I 4 �• O RIM = 172.25' LLI c^ ° . 1 - - J / ( ( / 'f IE 12" OUT (S) = 159.57' ICR 1 I / I f .. ` 12"SD / • / lE 12" IN (N) = 168.30' 0 IRRIGATION CONTROL RISER N 1 a d'/ _/ r a / / + zz"sDp 15 �/ • r �% 10 CATCH BASIN IE 12" OUT (E) = 6$.25' DECIDUOUS TREE •� wE _c N / ` 7 �'�;� �s �� 50 �� RIM = 157.90' +-+ -PERIMETER REPRESENTS DRIPLINE L I� J �� 026"6g_ , • ''• co 12"sD 12 :. .�_ 22 STORM MANHOLE CQ C. •° , ° / I \ i+ *r 1 � '162 IE 8" IN {NW) = 155.15' RIM = 166.82' CONIFEROUS TREE • / � � 2 IE 12 OUT (S) = 154.75' CO °RD , - / I \- j`, ( �� _� IE 12" IN (N) = 158.42' -PERIMETER REPRESENTS DRIPLINE CO CO © ce + • ,c. / I ��: .`.:f.{ ic: IE 12" OUT (SE) = 158.32' HOOP BASKETBALL HOOP Q b ! .. H8 Dom,. I r ' : . IL t*--- - - ~ / • MONUMENTe af '. r - /8" "r . :� • ..j" `Ig3us #1 PROJECT CONTROL POINT L 0 LN ��fill� r111 � a ! � .' •\`� ,,c, ., ., .i ,, ''' 14 -r' \ 030. ��•�- s" s io" �: PROJECT CONTOL: - - - - -- -J 1 ICS 8„ . . . s�. n CIo io \73-1 N ' � 1 'f) 1r ��` ,• :{ �, , •°J8 :;` _ STATION - DESCRIPTION NORTHING FASTING ELEVATION .4 - ' � � + - y j •,`~ f Ss I 1 1 1/8" BRASS CAP "KPFF CONTROL' 128969.96 325912.13 158.73' O `� --- �: 211' �4► o 10" / .•. .. - g"53 / ,,,H.,"--..- O C \ / �\�g�_ `'- ' $ -� -y �6S : gs a0 2 1-1/8" BRASS CAP "KPFF CONTROL" 129119.81 325595.0 166.63' LAWN i _ _ - ��"s�� • 2 ° l J / / • .ti '1 3.5AMI •vss `' J•r'. ' O • 6"SS :,I- 'SS 6"$5 •� 6"SS 6„SS LSO NO I / w; :, �.7% / 6� /'''\.‘ �� 6' r S 6,55 2,6 SS CE 5 . V a , • a w • '17 / �� -- // `� 0 NCR[11 G� ' joi ro� 24 - - Q w / �Fp / _0 6" - 1p,1 ',d- . II�7 \\)24:\. w �. BG / 1. .\ 4'• I ' O / / - _ / / ��B �a L / 0 7"� 0 7" 15' PROP�:1, D''•.. . AR o 2 / 23" Ft. -.B • 7 ; , R SEMEN 1 II/1 2 U V / / ' / i o�'tB B ,rr a o o II ci `� / / / cc:) \ 10' EXISTING SANITARY SEWER EASEMENT - / / / / in \ DOC. NO. 94081690 (DATED 09/06/94) I p_ /. .: / / / / .�- ��t!) 4 I II / f 1a° 101 5/ / / / .,� -• I MARK DATE DESCRIPTION I 0 I I Issued: 8/28/2017 1- 0 Scale: AS NOTED 0 Q 0 c 0 0 I Ems. o -,� _o o "- 0 a T Copyright 16013 o � 1 1- E PERMIT SET - r8 o .. it' o 1 INCH 2O FEE7 EXISTING CONDITIONS �r � Nk SCALEoNPLAN - WEST 20 0 20 40 i00 0 2 4 C 2 • 0 N O 50 1 40 30 20 1 10 0 50 I 40 1 30 i 20 110 1 0 6 6 BORA .4) I , �� Bora Architects, Inc. . ., I = 720 SW Washington, Suite 800 D 'VIN Portland, Oregon 97205 0 T D 503.226.1575 Q I www.bora.co a i. l cFr.0N__LINE ..^ D - I S 89'41'51" W 1386.69' l<Pff --- - - _ _ _ _ _ - NOTES: S 89'0736" E 405.29' vL - 'b - - 1.) VERTICAL DATUM: NAVD 88 (GEOID 12A) 7 ' _ T ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO. 1 a v-• OtiU '1651 SW DURHAM ROAD _ �, 1O USING THE OREGON REAL-TIME GPS NETWORK (ORGN). i - '16�i X163 m n� 10"SS `S 10"SS LI 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM 111 SW Fifth Ave., Suite 2500 _WI - r n, O --- r f THE RESULTANT BEARING OF THE CENTERLINE OF SW DURHAM ROAD IS_ _ 7 �1 (OCRs} PORTLAND ZONE. 7.32504 Portland,0: 503 O • .�' r :. tf' •- i2"SD �� I2"SD 12"SD 12"5D 12-SD 12 Sv 1 •1„@^_ 12"5'.) / 2"SD SOUTH 89'41 51" WEST. 12 SD F: 503.274.4681 - :•. : :..;.;: / i 12'SD 12"SD www.koff.com BEGIN RI 1[TRIV CIlt7E • Q / �, - coo -162- j,� 12"SD 12"W 1 'W P-\, . ..,. ...___ ,= � 1a 12"w 12"W 12"w J 1z"w r iz"W 12"w 12"W 12"W - iz"W- 12"W -- 12'L]( _ 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO. 5 N 640'45"E lti '' � nun• H 7019-2866177, EFFECTIVE DATE MAY 18, 2017, NO. 7019-2866181, EFFECTIVE DATE MAY 11, 5 N �� " 1 - +- _ - w .•,1 :-`�: ,O�fEi.','. + ?- '. r ' n`!• �. . .:•� : :,: ,,• 2017, AND NO. 7019-285$110, EFFECTIVE DATE APRIL 28, 2017 BY FIRST AMERICAN TITLE a , ,•y.. ''�,: .. ;(o., .• 09.V .:'ri42:7.$•1 6 •..•F..-. .: < .` • • .. , p '- ..i...•� .�, .. . / t-tuatItillff .SB • . COMPANY OF OREGON. 1;7-----. 40 E sr, O1 m _ 4" _ o • - o o , .' :. �Eb R�� / - - b r 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE 20.00 �- �„ �y �C;. o. 1) _ •*, + * * + ,ti .... �'. " / ,,, MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF oc Ii 5" / ` 4 _ ,;F r • 1 � ,* / { /--- _ % S 89'07'36 E 120. / / UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) `^ l / .-...s. .. / 7 PRIOR TO CONSTRUCTION. 0 _ /15' PROPOSEDWATER �• 7 b. -- / i 1 EASEMENT :1.. - - �,� _ _ 18 / / ��' EASEMENT / RIGHT-OF-WAY DEDICATION to /c co / / DOC. NO.2007-117141 / R:' I Bo J / // // �,• _ _ - TRAFFIC / lit 1 I l // // // 7 / 6-\-- J T taJB AB. -160- - /� I\ \ LEGEND: / / / / / . ;' _ / / / / :• I / !/` \ Y/////// li///////J BUILDING OUTLINE WITH DOOR 1 / / / / / ;.:.:? -- r -JBL / \ I CONCRETE SURFACE i1 � / / // / ;. \ �� 9 1 ICV -..+..., . . ',1 ASPHALT SURFACE I / .:.. ICV S k�'�••:. :'.. -••.. ,. 0o / / / / / f. . lL r N 1 r/////l//1///////////////1/1/1/ WALL off I / / SCR ASS FIELD---......Y / / / / l BUILDING OVERHANG 1 ~ .� '�01 // / / // // // - I l CURB LINE '�` / -5 / / / - _� EDGE OF ASPHALT I CN �U // i'\ ) // // / '� / / c RIGHT-OF-WAY LINE • // // // ..1'S� N pyo ■ SBI- pl,_ Tao EASEMENT LINE / / / �" A073 W / 1 5 - - LOT LINE 4 w I .16� // ...;� -Otto 10 I�/ / O0.200b0� = = PROPERTY LINE 4 I / 795 , / / .. .•'.,•' ' '� �` / 0 16 E ELECTRICAL LINE II W / / DOC �HO.S / - / el / i ^.• ,. ' l / T TELECOMMUNICATIONS LINE HW / / X60 ,t • .. iso SD STORM LINE Cr) 3 / _ �- STORM TABLE: SANITARY TABLE co. /--' f..'. ?: / SS SANITARY SEWER LINE Z z 7 \ \ \ O CURB INLET m / / / / 7 •,;• ! �: 11 CURB INLET 0 SANITARY MANHOLE w WATER LINE I IT / , / = - RIM = 165.63' RIM = 158.81' ` r* . .,•. _-: •..~ G GAS LINE 8" � RIM = 162.45' JI I / / , + • s� FLOW LINE = 165.05' FLOW LINE = 158.05' • • �� ICV(3) \ IE 10" IN (E} = 154.80' // /- / / 7 ... . �� IE 12" IN (N) = 161.23' IE 12" IN (N) = 154.11' IE 10" IN (W) = 154.45' OHU OVERHEAD UTILITY LINEScu - U / / i i- IE 12" IN (S) = 161.23' IE 12" IN (SW) = 154.11' UNDERGROUND LINE PER AS GUILTS i / . . .. " �? d IE 12" IN (W) = 161.08' IE 15" OUT S 153.96' 1 .3 OUT {N) / 3 / / o t ` O \ ® al IE 12" OUT (E) = 1fi1.08' ( } = 154.35' SIGN ��ia Q.1 / / �Cf" •''.:. / \ .�..�-/; CURB INLET E: C L71/ / / / / // „ .. 15 , y. 12 SANITARY MANHOLE l, V DOUBLE POST SIGN i' w,Ai' 39„ 2 CURB INLET RIM = 162.92' / / �++► So 1 D �` - O RIM = 165.76' FLOW LINE - 162.57' IE - 162.88'(NW) - o BOLLARD .r' 1 / / m m /f IE 8" IN (NW) 158.53' FP FLAG POLE 4-' a) I / �O '3�' I FLOW LINE - 165.02' IE 12" IN (SE) - 157.32' IE 6" IN (W) = 158.53' / I / / / ° /.:::7 r•'.' CCDS / ITV > ,� s6� ,,�0' IE 12" IN (NW) = 162.11' IE 12" IN (SW) = 155.72' IE 6" IN (W) = 158.18' D/W DRIVEWAY ENTRY U } a / // / �r�ti.`a GC, / . j2f IE 12' IN (NE) = 161.96' IE 12" OUT (NE) = 155.42' IE 8" OUT (S) = 158.18' • HCR HANDICAP RAMP r 1b' U / / / " 1:401::- .. � P 54 / o IE 12" OUT (S) = 151.91' / � ` '' �2 13 CATCH BASIN \ / BIKE RACK oo / / / ." i/ •' " O CATCH BASIN RiM = 161-71' \ / SANITARY MANHOLE pfAl RIM = 165.65' OMB MAILBOX n o/ '. - i` \ ii / f •• / ; RIM = 164.39' IE 12" OUT (NW) = 157.81' IE 8" IN (N) = 159.75' RD ROOF DRAIN 0 j I \ IE 12" OUT (N) = 162.69' • o .�/ / 14 CATCH BASIN IE S" OUT (SE) _ cl u / / / " 12„SO / + O Pa JB ELECTRICAL JUNCTION BOX �+ o z --1 1 ' ,+ . 159.42' i ,,, / z / ,,. • O STORM MANHOLE RIM = 163.56' (,� }+ ? �' I / / 1 2'SU 4° / * RIM = 164.16' IE 12" OUT (NE) = 158.76' E 0 ELECTRICAL METER o / /+ ..•'• F .. SANITARY MANHOLE DEC ELECTRICAL CABINET •L / / -' 7 ``• O '`� IE 12" IN (S) = 160.66' RIM = 165.50' 7,,L,*� ' • 5D 1 - ( ) CURB INLET IE6" INW = 161.50' ;o� o t ,� 3� I g" ,�.1:�.:'•�', 12" � G IE 12" IN N = 160.61' 15 O ( ) EVLT ELECTRICAL VAULT / / a RIM = 163.95' IE 6" IN {W) = 161.50' ❑ g"I y o 00` / cn; ..' • • IE 12" IN (W) = 160.61' °7 f `O FLOW LINE - 163.32' / ' 'w r� • IE 12" OUT (E) = 160.56' " IE 6" IN (E) = 161.30' GUY ANCHOR �, t' ,JB / • �_.,. /. '+ ■ o IE 12 IN (SW) = 156.55' - -0 / g °j IE 6" OUT (E) 161.30' OVERHEAD LIGHT 0 CO 3 : : / / • i o O CURB INLET IE 12 IN (NW) = 156.55 3 0 / J I o ` • ' '' ..f:„2--- / • 41*� + ti RIM = 164.74' IE 12" OUT (NE) = 156.45' SANITARY MANHOLE 11, POWER POLE/OVERHEAD LIGHT / S* °7 Z RIM = 167.14' LUMINAIRE V _ FLOW LINE = 163.54' ,2 * X61_ / 1E 12" OUT (N) = 161.34' 16 STORM MANHOLE LIJ _ / � � v O IE 6" IN (W) = 160.58' POWER POLE v) E f • 1 QO RIM = 158.77 IE 6" IN (E) = 160.64' �I �� a, O CURB INLET IE 8" IN (E) = 153.12' G m GAS METER -613 N �.� 1 * ,� IE 8" OUT (S) = 160.54' ._ :� j / RIM = 164.56' IE 12" OUT (S) = 152.97' r. �M � :•i � FLOW LINE = 163.90' GV GAS VALVE L 62 / a7 IE r ( } O Rite! - 160.15' )' �S/ SANITARY MANHOLE WITH STRUCTURE CU Ca 0 Ce N IE 10" IN N = 161.16' 17 CATCH BASIN "� / IE 12" OUT (S} = 161.01' IE4" OUT (E) = 158.75' 4 �- _ 'i ``� (D STORM MANHOLE WITH STRUCTURE O 11,1 E-• p� IW• Q O STORM MANHOLE ® CATCH BASIN/AREA DRAIN �� /4/ hor. tilde. Ch in RIM = 162.66' 1 g CATCH BASIN (SUMP TYPE) -6 L u) .�"' o f � 0 IE 12" IN (SW) = 159.11' RIM = 170.06' 77 CURB INLET �. Ln 15' PROPOSED WATER I �� o0 0 33 r-+ o IE 12" IN (W) = 159.11' IE 4" OUT (N) = 168.86' • O O SANITARY/STORM STRUCTURE # CD = R. , .:, 1 W�/I • EASEMENT ` IE 12" IN (N) = 159.01' ca �� < 4 • IE 12" OUT (E) - 158.86' 19 CATCH BASIN (SUMP TYPE) T TELECOMMUNICATIONS MANHOLE .- in - `� } ,d .f • • �� RIM = 170.18' TR TELECOMMUNICATIONS RISER i Tr E �gm a. O CATCH BASIN WATER LEVEL = 168.83' LU VCR'', RIM = 162.13' PED PEDESTRIAN SIGNAL PEDESTAL � ` c 14' 13 �� IE 12" OUT (NE) = 159.43' 20 CATCH BASIN ❑ SB TRAFFIC SIGNAL BOX - ----/-----1 � 'ICD. IE � RIM = 166.71' 2 O RIM RB 1163 22' IE 4" IN (NW) = 165 31' PEDESTRIAN CONTROL SIGNAL ARM - " FLOW LINE = 162.57' I01 TRAFFIC CONTROL SIGNAL ARM I• 'wt r O oC TSP TRAFFIC SIGNAL POLE 7-7 --7-� �e � � w� ( IE 12" IN (N} = 159.57' 21 CURBIINLET2 25' IE 12" OUT (S) = 159.57' IE 12" IN (N) = 168.30' W 0 WATER METER 3 I 10 CATCH BASIN IE 12" OUT (E) = 168.25' Cl WATER VALVE Vie'G�` N� RIM = 157.90' ,. I IE 8" IN (NW) = 155.15' 22 STORM MANHOLE FIRE HYDRANT • I IE 12" OUT (S) = 154.75' RIM = 166.82' A FIRE DEPARTMENT CONNECT IE 12" IN (N) = 158.42' HB 0 IE 12" OUT (SE) = 158.32' HOSE BIB 2 II ry iI ICV IRRIGATION CONTROL VALVE N to l ICRDIRRIGATION CONTROL RISER 0 ti I I DECIDUOUS TREE oDPROJECT CONTROL: -PERIMETER REPRESENTS DRIPLINE N 8941 = ' '51" E CONIFEROUS TREE �0' 20.00' STATION DESCRIPTION NORTHING EASTING ELEVATION � 9 ,§)C:- -PERIMETER REPRESENTS DRIPLINE Il I 1 1-1/8" BRASS CAP "KPFF CONTROL" 128969.96 325912.13 158.73' HOOP BASKETBALL HOOP 1--: X 1 • MONUMENT 2 1-1/8" •BRASS CAP "KPFF CONTROL" 129119.81 325595.01' 166.63' w 1 I 1 A#1 PROJECT CONTROL POINT I o I cI L . - - - - o II I N 89'4$'38" E 119 MARK DATE DESCRIPTION o - I i i Issued: 8/28/2017 1- 0 o Scale: AS NOTED a .----- 0 rd Q U Q7 N U I u) Copyright 16013 I 1 1 u, co PERMIT SET 1 a O N a 400/1 INCH = za FEET EXISTING CONDITIONS SCALE N PLAN - EAST o \ I , 20 0 20 40 N o 1- Cp Z CV 2 ' 1- C2 • 1 8 50 1 40 . 30 1 20 I 10 0 50 1 40 30 20 10 1 0 6 BORA 6 \ Bora Architects, Inc. / -.- ,1„, ,Q, SHEET NOTES 720 SW Washington, Suite 800 �� oNU _ oti& so D �� 1. EXISTING CONDITIONS SHOWS ARE BASED ON SURVEY PREPARED BY KPFF Portland, Oregon 97205 ° IN JULY 2017. FIELD VERIFY EXISTING CONDITIONS PRIOR TO 503.226.1575 ohU ` CONSTRUCTION. CONTRACTOR TO WALK PROJECT SITE WITH OWNER PRIOR °yam o,,U oy� N TO CONSTRUCTION TO VERIFY DEMOLITION LIMITS. TEMPORARY EGRESS www.bora.co - / SW DURHAM ROADR=2864.79:L-58"79 �� PATHS, FENCE LOCATION FOR CONSTRUCTION LIMITS, AND TO VERIFY �� s,,j . SALVAGE ITEMS. � \� BASIS ur BEARINu ` , CHD=N89'4 'S3"W 1- 1 ` - 1 \ - / \ PER OCRS (PORTLAND ZONE) _ _ ,,,,di 5$'79 _-h, • 2. FOR TREE PROTECTION, SEE LANDSCAPE PLANS. 'Tiff \ ` \ \ o S 89'41'51" W 1264.47' • ) 1 a ! 1 1 -s - o�U 3. ITEMS WITHIN THE DEMOLITION LIMITS INDICATED SHALL BE REMOVED / 1 / r/ // °�� // �6 - oy v UNLESS OTHERWISE INDICATED. THIS INCLUDES CURB, PAVEMENT, TREES, / SHRUBS, AND UTILITIES. �� M `�, �� 1� SCD �� 1 ohU v T G / / 44 /� / / / / / l _ :.>"------ 44 / �_y 4. CONTRACTOR TO FENCE OFF CONSTRUCTION AREA PRIOR TO / / / /� X / / , - .- - -"� CONSTRUCTION AND PROVIDE CLEARLY MARKED PEDESTRIAN AND VEHICLE 1�� Fifth Ave., suite 2500 I* / 5w _ � - Portland OR 97204 '""•T-^ -. = •. .. - \ ,. I 2 • ?"+ , 1' "S�, .. . .'12'SD..,. 41 ,'56+:•-.j I.'" • ' '�D'. .:'-12'SD'..... °�.2•'S'IS `�'- :.:tip., a ,.j ..0 q .let' '' ! .. ...... .. .:.•,u . . ., iz5 .: : , . •1• :x �- :.I . • ,. .. . r'; ' ,•. :' .: ;.:', c SIGNAGE AND EGRESS PATHS TO ENSURE THAT PEDESTRIANS AND r .. 4::.:..•: .. • VI`'' 'a:.: '•'... ••s b: $U 3.227.3252 .`.:�'. :.��: "�� - _ F: 503.274 4682 . • . '�:••.:�•:' • ��,•.; ;; � . , � �• , , . ... .. , :.�; •,�, • ':�,_; : ,_. . _ ',, VEHICLES CAN ACCESS DURHAM ELEMENTARY SCHOOL AND DURHAM 12"w 12' - •12"w / r " "W 2 _J /'/�{. •. --Ail, = �•Sj BEGIN R EDUCATION CENTER DURING CONSTRUCTION. TRAFFIC CONTROL PLANS www.koffcom '= �„ Oyu �" Pr �' j/ 12 - }6�lzary B 3„ ,// w 3„ , �L=o5r2 3"1 12"W SHALL BE PROVIDED A MINIMUM OF 15 DAYS PRIOR TO THE START OF 3 r, , �o B / 8 -1� - B B B //,. % D=0 45 45 N °40'45"E5 I ,� - 48' G1 ��. / ° ° ° ° ° //"/% ' "' HD=Ns9°55'17" l' CONSTRUCTION TO THE OWNER FOR APPROVAL. 5 \ I I r y�! �� 5 89-41'51" W : 4..- Dy � // En Min. - - - IIIA R - ONE r ..� - -- - r" •� i - l- //.�� 6� W ;,, b� 0 5. CONTRACTOR SHALL WALK PROJECT SITE WITH OWNER AND/OR OWNER'S y�„ 1 z o t. `/ R s/6 I / i ewni / ___ c �N$9 40 "E en _ r-i REPRESENTATIVE PRIOR TO DEMOLITION TO VERIFY SALVAGE ITEMS. ITEMS VI*"`= �l - - ;1 ° �` "" °^ �-'- ,, '! TER '1' �j'/� o�o2ppp 1� m - TO BE SALVAGED SHALL BE CATALOGED, PHOTOGRAPHED, REMOVED, AND 1 a ' �t!��. j j j// 1r o I ° I1 STORED IN A LOCATION fNDICATED BY OWNER. A * I 1 7a0 LAWN o ' i/.l/.- %/7 -�/.- ' /... /./ //. /.�., /� / / / % .. � 1 LAWN I 1 , LAWN e /' / tiG / ,//////// •//////////// /7/ 11 . // / .• ,�30° / 8" ,. ///////i �//.///j//�j////%/%//.! i/////� KEY NOTES I / / // / / . /// //. \ I t ti \ ° .�• ././7//.////7././//v///7././0/ /f O • ./ 1 %//////, C. o / '" %/777/ / 1//////,.//////////,/ /// / • '/ :� // ,,/ tiG "g / // / ' "//// /% //. // :,%/ // // 77"-- h ` 1 e ©Jt, ��'�, �4 ' � //j//./j//�; /, //j/./�///`► /.1 'j/./�/ 1 REMOVE EXISTING CATCH BASIN AND CAP 5' OUTSIDE DEMOLITION LIMITS. INSTALL 1 <- \ I/. /// (4, / ,./ / /1//////./// /� �,. /.//r / PLUG PER DETAIL 3/C8.1. L. 1 � Cn rI�� // /// // �Ik h;ti•• rte\ / // - a / ,, bliniili ///1// „;• ,., / 1 ,---7//////// //. /- %// f ////5/. ./ 2 EXISTING STEPS AND PORCH TO REMAIN. PROTECT DURING CONSTRUCTION. °y / c G- - - WEIMER - \ se //////4.////./ 410• , `. /////////////i . %/% � ////'// I x / I / RDE Ep PROF j/ ///- // // . //. /// //. //" // / / //. 3 EXISTING BUILDING TO REMAIN. COORDINATE TEMPORARY ACCESS AND MAINTAIN F,\ FS • 0 _ �I - '/ /// /./ /. �1 /- //;./../0/.7. /./../. /./ //j/ //Y// / ' //-/// UTILITY SERVICE TO FACILITY DURING CONSTRUCTION UNLESS WRITTEN v�� INF `�/o I / /// 7777//. /// / i/. - / . /� I f� III 1 U I ^ - p ///. // /// j/ ` ' I i i/%///tel' c�, �' F y I r r� J / /�" j///// 7777// �j, /_//' // / / j/ //� AUTHORIZATION IS PROVIDED BY OWNER FOR TEMPORARY SERVICE OR UTILITY [ I I / /iI,,7777 /� .(� //7777%',, / / / / /L. /./ / // /,I // ,, ./� 72303 p.o / /. . ;.I \ PLAY YARD ( I U �� / \ /Ø/Ø//// / iI / / ® •/////././//.// / ,, /// / //7/ // /! ' // / `� � L� !1 y * I / 1 ',�'isu ll�� / /. / _ ,,% /• %///%//j/. 77%'•77% I�• . �,.j� / O ''l / �f. //. //. 4 EXISTING PLAY YARD TO REMAIN. OREGON 1 ! G / HISTORIC DURHAM CENTER I'�� /./ /0//// / r r i %/ / - 5 EXISTING WALKWAY BETWEEN EXISTING BUILDINGS TO REMAIN. 9 N 13 19 P t ., o 1 I ,x•55 - ,; 6,,.. I--/ 1 ►?' /-/ /.// • j/ " // // % �r '"/. //' / 1 I / / /. 7777 ////.////. %/ 4, Al /. ////%//// / / ,,././.// ,. REROUTE R. C K A a o \ I o il, 41 ' / CD 1 ' // .///////�//�/�//%//�% ,� / •/%///%///%/ %//` ' /i / /%/ S PLAN FOR SN�W LAYOUT. TO ACCOMMODATE NEW BUILDING. SEE UTILITY -- .c' \ / % �� I / I %// //////// / ,+� 1k�i. %/ - 7 / / %// �a/ EXPIRATION DATE: 12/3'x/2017 ,: / ��1 ///////////////////// 7777// j// // ' / / % ////////,. /.4. ././/f,,,. ; •/ // 1 b 4 _ _ G :i•/ % /j//////// ././ / /� //// /// / f /-• I /1//f// 7 REMOVE EXISTING CURB CUT AND RAMP AND REPLACE WITH NEW CURB AND ATE C 0 � i � � � /' � / % /. /./ / 1.1-:. . /-1 / /./ /-/ ///,-/-;// /. /. %/ /-/ SIDEWALK TO MATCH EXISTING. SEE SHEET C4.0 FOR LOCATION. 4 :S �REE�EWAYI �= r •• • a - .// ////////// // • //, // ' ///////// / . // I ,/// / ///////�//////// i / // /////., / // //%// / / / /./ / //• // ' // / /., I.'•• �/. %// 8 REMOVE EXISTING CURB AND SIDEWALK FOR NEW DROP OFF. SEE C4.0 FOR --L---- - - , / ///. •/// / j// /// i// •' •• .// // /. /1 • //./// //17 • : �.• ,. A./ / 1 / j///j/// / / ///////// 7777 / /' ////////• / •/ . . ,: '�+ „ "// LOCATION AND DIMENSIONS. r ID / //. /-i / /./ ///./././//////1//:W• /.///✓� //' . 77.77 /./ 7777' i M//./ ,/. 9 REMOVE EXISTING RAMP AND REPLACE WITH NEW CURB CURB RAMP AND / I / 0 // /// /j/ //./. ///v/ ' //. %/./ //. %/ / � ;U�//./ /, , /. /f/ /./ /�✓ SIDEWALK TO MATCH EXISTING. SEE SHEET C4.0 FOR LOCATION AND LAYOUT. / / / //. 7/ // / - / /./ // //./ /. , : i //. / ' / I / // / // 7///././ / / / / / / 0 / e �I /// //./ // ///. / .7777 // . �/. %// // •// f .I-i/✓ /. / / _ I / ////1 _ , //.. • // //, • // //, . /7 / //.• // %/.////./// / /.// // // // / / / �. // // 10 REMOVE EXISTING CURB AND CREATE CURB CUT TO ACCESS TRASH ENCLOSURE. , / '///////. // // / /// /// %//j///j//'�/ '///j/ // %/'. / iii/ . / / I "2: / el //. , - /. /////7//.////////77 / / /. /. / SEE SITE PLAN FOR LOCATION AND LAYOUT. j y4 EE-4 /./. //, // �1. / .,/. /. /// //, .. //•' /,. 7.777 / �� / / /�' 7 1 / /. // / //////�/////%////.t //.//////// / � �: 50 I 40 1 30 20 ( 10 0 6 6 BORA o� Bora Architects, inc. N I I SHEET NOTES 720 SW Washington, Suite 800 5� o Portland, Oregon 97205 y D ry 1. EXISTING CONDITIONS SHOWS ARE BASED ON SURVEY PREPARED BY KPFF T p IN JULY 2017. FIELD VERIFY EXISTING CONDITIONS PRIOR TO 503.226.1575 CONSTRUCTION. CONTRACTOR TO WALK PROJECT SITE WITH OWNER PRIOR , TO CONSTRUCTION TO VERIFY DEMOLITION LIMITS. TEMPORARY EGRESS www.bora.co PATHS, FENCE LOCATION FOR CONSTRUCTION LIMITS, AND TO VERIFY SALVAGE ITEMS. l �Fr.Tl�ry LINE ® --- .- --.--- j° - - I - - _ S 89'41'51" W 1386.69' 2. FOR TREE PROTECTION, SEE LANDSCAPE PLANS. q3ff S 89'07'36" E 405.29' ;j` - 3. ITEMS WITHIN THE DEMOLITION LIMITS INDICATED SHALL BE REMOVED i\ --- i i UNLESS OTHERWISE INDICATED. THIS INCLUDES CURB, PAVEMENT, TREES, vi N o'y& 1'\ M SHRUBS, AND UTILITIES. jp---____: I ,1 k' SW DURHAM. .7,4 SW DURHA ROAD _ _ _ �, 1 6 m N 10"SS S 10'SS — — _ ti63 `-� 4. CONTRACTOR TO FENCE OFF CONSTRUCTION AREA PRIOR TO JNU--<-____,......., 7 111 SW Fifth Ave.,Suite 2500 _OL--- -- �— � ' fEH I C LE . iz� y CONSTRUCTIONAND PROVIDE CLEARLY MARKED PEDESTRIAN AND Portland, OR 97204 0 z • `' . 12"sD gip; lz"sD __ — 1i"so irsn 1z su �z 50 :r �xs^ �z"sig �, 2"sp PATHS TO ENSURE THAT PEDESTRIANSANDO: 503.227.3251 SIGNAGE AND EGRESS _ — 1z"s012VEHICLES CAN ACCESS DURHAM ELEMENTARY SCHOOL AND DURHAM F: 503.274.4681 ' n, 12"SDSD www.kpff com BEGIN R Trntnr�a��/W , . Nnwi,I' / , _ — ` r r ,4o __16� 12'SD • EDUCATION CENTER DURING CONSTRUCTION. TRAFFIC CONTROL PLANS 5 12"W ■ �� .SN 12"W 12"W 12"W 12"W 12"W 12"W 12'W �, �ti 12"W 22"W 12"W 1 tu ' 12"Vv 12"W PRIOR TO THESTART OF ,�USHALL BE PROVIDED A MINIMUM OF 15 DAYS S AR 5 N '40'45"E T, . . . , - nu., ` — f r ++ CONSTRUCTION TO THE OWNER FOR APPROVAL. min oil. iik, *Lill_ mi , �, c 1�, '; . _ _. _-- • •,�, ', uri0 5. CONTRACTOR SHALL WALK PROJECT SITE WITH OWNER AND/OR OWNER'S X40' "E M Q1 °1 4, " ■. IPEI = .. REPRESENTATIVE PRIOR TO DEMOLITION TO VERIFY SALVAGE ITEMS. ITEMS „� — _ / ' -' D T TO BE SALVAGED SHALL BE CATALOGED, PHOTOGRAPHED, REMOVED, AND 20.00 b '" = ._ _ :. iiN. ..,. ;�-- 0 El 7, 5 , — ° — — / STORED 1N A LOCATION INDICATED BY OWNER. -,��.. i.�, { / / S 89'07'36" E 120.9 ti' j f /)/,j�j�f///`/// / S'0'2-////////////././//////.///////.////// / - / �/j>K /////�////// /�//7- /7. / • /-///- ///////:.....,: •. ; * - - - / / . //./-/'////. ///. //// //////%/ /�//// /- /j/////// ///- // /// // // // / / / / / / / / / / / // / / // / // // 1//j// j/ • ///j///////// // 1/ ///j/////� •/// //j/// //�///�///�!a ._ _, 18" KEY NOTES ;�/.//'/ i/ ////7/// i////////• ////////////•/i•///// •/// ••// // //.1'// // // /// / • // •/ /// •/ •//////r �■l / / / // / / / / � // // /./ // // /,/ // // //. // /// //.I/// ////••'.:.:�'- EASEMENT . ///�///� // ////'�f//////// // /////// /// ////// ////////// //// /j//�//f/// //////// j////// ///////��4'• `.• ,`. RIGHT-OF-WAY DEDICATION / /. pi ///�. / ////// / I///I/// /I///I/// //I/////// //I///,//// ////�///// //I/// //I //./�//. /// //.I //. �/I fi DOC.NO.2007 117141 /0117/. // /// /// / // // / // // / // // / // // / // // / / // / / // // / // -•. • _ / 1REMOVEEXI5TIIGCATCHBASIN ANDCAP5' OUTSIDEDEMOLITIONLIMITS. INSTALL /•i i�� / //. // //. //. / // //. ///. //. ///. ///. //, ///. /// /. //. // //. / /. /./- /. /• ////17-".../ / r _ — / / /// / ./ /////// // /// // // // / // / / / // // // /// L///�/ //./ /////// • .r� J TRAFFIC l/ PLUG PER DETAIL 3/C8.R/ /.y /. / /./ /- // /./ // /.// /.// /./ /////.///// /.// //% /./ //./ /7/ /% ///////////l'/.///j/ /%%/////j/-///%%/%///%///%%%//%%/////%%//%/ //////1 ///. /%///%/j//j/////./// /.///i /%/ / -'.', _ — 7 J 0 Je cAB. — 160— — �B 1. j -•.r -2/;•/./. /././/0/////'/ /1/ // ////. //./. //.//// ///. //./. //. / /. /. /. , /. // /, /. / /- /. /. /. /. itie / // / / // // // /1/-/- / /// ///. //////. //. // ///. ////�/ ///. ///. // //, ///. //x+461. � ,� � � � 2 EXISTING STEPS AND PORCH TO REMAIN. PROTECT DURING CONSTRUCTION. ///j, //. . j . wilak/. //. /// //.1/ •%/j// //.////./j/.//;4/2/it/. // /j/.//j/./�//./j/.//j/./j///j/.//j// ///j/.//j//�///j/.//j//�/� // / // //1. �/. ��!//////.//1/4/1/1/1/4/1/.: ///////////.// / /.////j//./j//.////�//./�//.////` ////%/j//�//.////.////�//,��j /� , / 3 EXISTING BUILDING TO REMAIN. COORDINATE TEMPORARY ACCESS AND MAINTAIN '�CC�� pR�FFSS% v./ /// // /./ t./j// ////// /// ///// /////. //� j///// //./ //// / ////41/1/1./..:////: ///// //./ //////////4//i1////7: // ///./ /'. ,;, _ _ ,,J8 UTILITY SERVICE TO FACILITY DURING CONSTRUCTION UNLESS WRITTEN �•%///',/././j/./ / / / / / / / // / / / , `// / // / /./•>////1. /./././/•;/. / / / // / // // /// �J .,� +ICv AUTHORIZATION IS PROVIDED BY OWNER FOR TEMPORARY SERVICE OR UTILITY �7.,•••-c; 'a72303 �� / /1 /./ / /. /. ////// / /./ //////// / // / // /./ /. // // / // // / //. /./. /. // //. //. /./ /./ \ icy , s4 SHUT-DOWNS. ' // r...///// ///. ///. //./ //./ ///. //. //. // .. /////////////////7////// / / //. //./. //. -/////// / //. /,/ f• , / . /j/. fe//.////./// //%/j/.//j/////./jj/j/////./j////// / ///// /// /// // / / / // t �; r zs° / 1., k// / .//// / / // //r. /// // // //i // / ; .///////////////7//////////////////7/////////////// . Cf �. .,' // - ��/// /// //. // /// /// ///• // ///. / / / // / / / 7/ //. : '-. ��, I 4 EX1STlNG PLAY YARD TO REMAIN. • // " E * • ..• //7// /////./ //.///// // /./////j' ///./// '.: ' /////• // /////.////./ /////./ / -////-/ /// /./////./j/ :', \ 1 OREGON a / "/�' �/ // /./ // / ,/7.//71- / /./ /� / / // ///// // // / / // / / / / 4 . ., 9 qN 13....1.0 3 244 F� r /� /,/ j///// ////�///�////// //////j///�/j/�////j/�//jj j//////. ,f////1///////////////0/0/./;./04/././////f./4./. //////� //� /j� /� //� j / ////.L • _ , I 5 EXISTING WALKWAY BETWEEN EXISTING BUILDINGS I LD I N G5 TO REMAIN. �� ,Ipz/./.:: . .fr.://./.4.1. ,�// 7// ///// i/moi /// /// / /i / /, -// // / / // / / // /. /// /j/i. /i/ ////..4////////1//71 //� , / /� // // /./././/// // ////// /// // /// ///i// /// /// ///////////j j/j//////////j//,////////%1/// / / o / 6 REROUTE STORM DRAIN LINE TO ACCOMMODATE NEW BUILDING. SEE U TT LI TY N��. C;�P�� /,/ /j/.//j/ //./�/ /j/////.////./ /////y/ /`//./////.//.////./j/.//y///y///y//,y/t,/ / // /////. //. ///. //. f//. / / l o PLAN FOR NEW LAYOUT. /. • / //. // / / //// /.////////�//,// ,////- ////// /////// / //./ //./' ///j///./y/. .///' . - -,, �n 50 . SB / (� / / / // // // / // / / EXPIRATION DATE: 42/31/217 // // //////// / / /// /// /// //j// /// //./ // //'!`/// /// / /-// /. // /• / ,• ,/. U /// ////////r. j . ® .//./7///7//////7//////7///////// /; / / / / �j/ / / // /j/ / // j/ // ;/// / - •.:_ 2001-- SIDEWALK 7 REMOVE EXISTINGOCURB CUT AND RAMP AND REPLACE WITH NEW CURB AND 4 ,/ .// //j//////./j///j/./ / ./j/ j/./ 9/. // /. / /. ////77/////7//// //////7//2///. / ,� o. SIDEWALK TO MATCH EXISTING. SEE SHEET C4.0 FOR LOCATION. / /.- W 'ry ////./..//////// /y//////.////;//.7//////////./;//////7/////./ /.///////.///// /.// // /// •////// ///%/.////// //j////.//�-///j/.////////./ / ..• : , o / w t • / / / f/ // / / oc- 8 REMOVE EXISTING CURB AND SIDEWALK FOR NEW DROP OFF. SEE C4.0 FOR e . ,�// / // / //////. //j/ /.• ///• j///• j///• j//////.//// /j/ j/. I'/. //. j/. ��G , o /. , /. /. / /. //. / // // // /// /// //./ %//// r /././-//////j// j// ///dy / / 8 r� LOCATION AND DIMENSIONS. /` _ / / / // / ///7 / // ��//-/ /////j/ / - -, •.. V ,,)s, j// ///// //j /� / /am ` / / /// - / • '. � / • '/ / / /. /. /' o ■�...'" / C/-} / / / / // // /// // /// // / �6 +, so 9 REMOVE EXISTING RAMP AND REPLACE WITH NEW CURB, CURB RAMP, AND j�/ W /�j//�/,4//�j/ /////////////////////////////// ///////////y// / / / / f - ,./. /, // ' // r / / / - / / j/. // - i,. : :. \ SIDEWALK TO MATCH EXISTING. SEE SHEET C4.0 FOR LOCATION AND LAYOUT. /'•• w i.// /'/ // /-j // //././// /////// /. •7 /. / / / /./ /. / /./ / ,. / i / / i . / /.// /./ // // // // // /.// // /.// /.///////.////// / i p ",^' ` • / _ 10 REMOVE EXISTING CURB AND CREATE CURB CUT TO ACCESS TRASH ENCLOSURE. / / / // // // // /./ // // /./ // / // 0 nati '� SEE SITE PLAN FOR LOCATION AND LAYOUT. / W k; // /'/• j� // /7//y7//1/././7• ////. /1/ //. // / / ///� /%/{f /�// ////,-//,///://7 / / /7//// // // 1/ ////// / / '*' . . Jo I ICV(3) \ • — , +>F /// //// ////////////////////////://///// /////,-/.r / / / // // /jam // / " _� * ��o r ; �� / / / / / 11 EXISTING SANITARY SEWER LINE TO REMAIN. a) ` / ..J /. /. / N / / / .//. 12 REMOVE EXISTING STORM STRUCTURE AND LINE. REPLACE WITH MANHOLE AND '�"� �- ' .' ',././. //// //% '/%%//j/. /j////// /—/j/j/j.j// / /// o / ,.. :': . c, -1 i* • / • uU / / / // Ø/ Ø /ØØ '3Ø'/// : :;,�;,; REROUTE STORM SEWER LINE. SEE STORM PLAN FOR LAYOUT AND LOCATION/#///////AV/y//////y/////////////y////// ///// / / ,, // /// // /// // j/ ,/ , / / / / . -159- - '�-Kek�1 �/' aQ // / ///�"./////j///j//////////.//// /// // i/ �8 / '� .1 . / z,5p 1 D F 39 13 EXISTING WATER LINE TO REMAIN. I� ///////// %////// /// •////j/ /f///j///j% / o /•' m °` �r. .. � �, ' /. /�% / /./ �////// ///j/./ //.� //. •� � . so 6 0 14 EXISTING POWER LINE TO REMAIN. 0 ':/../. I //. / ///. /./ //./ -/. ///. //./ /,////./ ,.:. .. 4 ., •• j�, 111,/ ,y/ / // / / / / / iii- ,� •*,•-' - ` . 5� �j' so15 EXISTING PHONE LINE TO REMAIN. • �'�//// // / // // // // / // / f�f'.:. , 12' / 0 7" • -in • /./ // /// //////////1///////./r / '' / - / • i ' /� / /./ /// /.// /.// //i/ / / /� / 16 REMOVE EXISTING CURB AND SIDEWALK FOR NEW DRIVEWAY. SEE SITE PLAN FOR 4 Ar- :1Y-- " ////.///, / / / // // // f 4 / oLAYOUT AND LOCATION. O �/ / ////./ /// / / // /////. = ,+ .��• 0 SSS • 17 EXISTING SIDEWALK TO REMAIN (SEE SHEET NOTE 4). �..r +� U /G,/ //./ •/////.//j/ / j/. • / j;/ F Or 18 REMOVE EXISTING BENCH, BIKE RACKS, AND BIKE SHELTER i ._ ;'*r /// / /// / ./,,, / 'At:,.::/ j//A /././ilk — — —oG SGS 0 / 1I ' ;, / )40/////./././//./ / . " ./ 'f/'�� . / i 0 19 REMOVE BOLLARDS FOR TRASH ENCLOSURE ACCESS (5 TOTAL)- •� /. ' .r f' '/ r///•• �/.///•-y _• --- -f ` �� o `r 20 SIDEWALK TO REMAIN - SEE SHEET C4.0 FOR LOCATION. ,/ ,� o p CO 3 ///// / // / /� / • * �` 21 VERIFY WITH TTSD IF EXISTING BASKETBALL HOOPS ARE TO BE SALVAGED (SEE 3 O " 4 .�yah fi! 407" , • _ / y .�4 ,`'y _rs / _ SHEET NOTE 5). ro U '4"t'4(4'4 / . �� 0 22 SAWCUT AND REMOVE PAVEMENT AND REPLACE WITH E (Ni I�� i LANDSCAPING. SEE LANDSCAPE PLANS FOR LOCATION AND DIMENSIONS. 7-• CV / ice / �- �; +� E - / •� j//j/�_� 04 23 APPROXIMATE LOCATION OF TTSD FIBER CONNECTION BETWEEN DURHAM ON / . • �► 07" ELEMENTARY SCHOOL AND DURHAM EDUCATION CENTER. THE CONNECTION IS 0 ce ■� w LOCATED IN A CLOSET IN AN OFFICE NEAR THE BOTTOM OF STAIRS. = - 16 Tr?„‹ CONTRACTOR TO VERIFY LOCATION AND FIELD LOCATE LINE WITHIN THE SITE 1— 0 • ~ IL lc.? FROM THE ELEMENTARY SCHOOL. PROTECT EXISTING LINE DURING CONSTRUCTION. ,i' 1 �� 61 o lo o '1 (!3 L3 in,„ !,,/ N 00 0 24 RELOCATE EXISTING CATCH BASIN. SEE STORM PLAN FOR LAYOUT AND NEW CG = 0 co cn LOCATION. . .,,. : m r25 REMOVE EXISTING PLANTER BED AND SOIL. = 000 / `u I f_ JB 26 EXISTING STORM DRAIN LINE TO REMAIN. 0 IT AGF; 00o \ a G0 o � / to ` c �, �. �-ii.; SHEET LEGEND PROPERTY LINE ° GP III WORK LIMITS (SHOWN OFFSET FOR >"" CLARITY) I - 2 I / / / / / / / / / / / NEPOLVE ACE OR ABANDON UTILITY LINE 2 00 v o I TREE TO BE REMOVED m ti I e " 163 EXISTING GRADE CONTOUR Lit II N894151 E 20.00' /.� /�.� /i /.� j//j///j////././-/j/ DEMOLITION d / I i I --cp �� ////// ////////// LIMITS Lu //.�/7/ --//////..-moi/ �r c� —1 - - - - - - - - I N 89'48'38" E 119.59' MARK DATE DESCRIPTION 0 / I 1 0 — 0 I I I Issued: 8/28/2017 i- 0 Scale: AS NOTED 0 Q o / a) c a) 0 I E o ' 0 o1 Copyright 16013 (nm PERMIT SET I a rQ a � 8r`' � .4t t` C L EAST N SCALE INCH = zo FEET DEMOLITION - imeille 7 . ,, 1 20 0 20 40 o�� %cv N co /03 N- o r• / O NC3 • 1 Z• 6 hi o E 1 50 1 40 30 1 20 1 10 0 50 1 40 1 30 i 20 i 10 1 0 1 6 6 30RA I Bora Architects, Inc. SHEET NOTES 720 SW Washington, Suite 800 D 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, UNLESS Portland, Oregon 97205 OTHERWISE NOTED. 503.226.1575 2. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL ON-SITE PEDESTRIAN PAVEMENT INFORMATION. www.bora.co L=58.79' _ _ - R=2864.79' =58.79' =2864'79' 3. WORK WITHIN THE RIGHT-OF-WAY IS SHOWN FOR REFERENCE ONLY. csr IS u ` KAr<INU -' - T- 5='I 13 -- - - - - - PER OCRS (PORTLAND ZONE) - - s CHD=588. 97 53'W �- RRIGHT-OF-WAY. IMPROVEMENTS PLANS FOR WORK !N THE S 89'41'51" W 1264.47' 4. FOR PROJECT CONTROL, SEE SHEET C2.0 AND C2.1. lqpiffi TSW DURHAM ROAD v 4. 5. VERIFY BUILDING GRIDS WITH ARCHITECTURAL PLANS PRIOR TO `� CONSTRUCTION. \ IT s/w CORNER -.--- - -- - -- - KEY NOTES \ 1 / / N 129119.46 IIue X 111 SW Fifth Ave., Suite 2500 r� Portland, OR 97204 ` \ / / vim^ m� E 325589.68 D \ �� r \ #2 _ 1 CONCRETE CURB a: sos.zz�.3zs1 �- -. -" � CS.a F: 503.274.4681 �� YOUR =� 3 _; .:: .::..,• BEGIN www.kPff.[om o SPEED . a.: • ° R=2819.79 LAII1 2 4" WIDE PARKING STRIPE 5 •1YLf .1., ;'FV :23.:i o 0 o B ° oo "x; HDN895'Slj7" 4QD'o45"E g3 WHEEL STOPC8.0_1D.oa . 5 / - - - 08 ��,�.` / S 89.41'51' W - - - - �. 37.53' W W c GV 4 BIKE RACK - SEE LANDSCAPE PLANS 8 *1 ' - - - �IJ� - LT-1 -' �` 3 e�nn� - _ � �N$�'40'4 "1= Q' �2ri w5 ACCESSIBLE PARKING STALLSC$.0 .{= �' - - - Vdij - CllNlY ® •= 20.00` Pi - _ �, \ /12907024 . 6 CURB END C .0 . il ® I AwN ® �1 7 CURB SPILLWAY 5 ` �, \ E 325666.02 I C8.1 LAWN ! ' • • �1�. - LAWN F� r. -40- BLDG GRID-9 Sc A - 8 MATCH EXISTING CURB LT-3 7 . '• ::: N 129053.68 '\ 9 CURB RAMP . • .':�.. LT-2 E 325646.63CC8.0 -8- mgt.\ 10 CONNECT TO EXISTING SIDEWALK . • _ • 11 BUILDING OVERHANGi------iu! w u7 �� 11 �*�AP • o ��'�: '�? I12 FENCE - SEE LANDSCAPE PLANS -c �� `� _... l i �� L�II .� Y /. di.�,� gyp; .. -. 111.71 --1.o- A , RDrc= -- =ma - -,�-40 t Vire , 40 `� '�•. -...0. 1 6 13 TREE WELL - SEE LANDSCAPE PLANS FOR DETAIL AND LOCATION .0 PROFFS L - ` I'•ir ` �� V 14 PROVIDE FLUSH CURB TO TRASH ENCLOSURE 2 ��,5�,�'� r �F,�/Dy9 I RDntk r 72303 0 ° ; PLAY c�/A t(1 - c(\c" --1 :- - . o 44 i 15 LIGHT POLE COORDINATES ARE TO CENTER OF LIGHT POLE YARD �' / / I / • • • _ ;o; o� ' f . . FOUNDATION. FOR FOUNDATION DETAIL SEE STRUCTURAL PLAN S501 �� tcti5L._- C`:,L!L\.0 ��CJ--- 1 I 11-14 / I- II ( Id • ' r-;"" -L 54,..:/.7644 :/. .1 �' " y '/. . .0. AND ELECTRICAL PLAN FOR LIGHT POLE DETAILS. OREGON IS, / HISTORIC DURHAM CENTER / N - - , :.1 . 6.00• 1.•';',/..,. / b '' 16 TRENCH DRAIN - REFERENCE STORM DRAINAGE PLANS 9' H• la ION'OAF 12.00 N/ N 16 I > =o 1 °.1...5____ - 0 - N �'.. ' 17 WATER QUALITY FACILITY - REFERENCE STORM DRAINAGE PLANS R. CO I I Exl'IKATION DATE: 12/31/2017 G 0 �I�r / I I. ..r I 18 GATE - SEE LANDSCAPE PLANS FOR DETAIL f GATE --rte G 50 33.41'7 ' ....:..E.:...... 19 CONNECT TO CONCRETE SLAB (SEE ARCH. PLANS FOR 4 BREEZEWAY I milli I .4 1. .. F -• : I I F. m LAYOUT). ALIGN SIDEWALK WITH EXTERIOR BUILDING DOOR AND 4 I - r �� • I CONNECT TO NEW SIDEWALK AT DROP-OFF. I / r I LT-10 20 DRIVEWAY 9 r o % l_ /,__1 TA„1 { - 10.95 .} _ 21 COORDINATES PROVIDED TO INDICATE ANGLE AND LOCATION OF co8. TRASH ENCLOSURE. VERIFY DIMENSIONS WITH ARCHITECTURAL PLANS RD / I El - [I° ... :---7.... 18.50 PRIOR TO CONSTRUCTION. o 0 { I I °1 I I- - 1 22 NEW RIGHT-OF-WAY LINE Imo _ U 23 EXISTING RIGHT-OF-WAY LINECD / 1 / I • In I.. , E / / 4•x:1 I /////////// // /% Ik L • • '1' 24 SAWCUT LINE MINIMUM 1' FROM FACE OF EXISTING CURB. REPLACE nima ® Q � .1 �� - • ' a-"-.. a ~•-`.•1 - `� W SAWCUT PAVEMENT WITH NEW PAVEMENT TO MATCH EXISTING UNLESS 9 , * t ''''''1:',_.-V:-`:' • ' - `• OTHERWISE INDICATED. LT-4I l. . I a. I LT-9 1 15 LIGHT POLE - 43 //, / / • I • . ... ,. • 13 • ''•: .1. 1 •: I 25 PAD MOUNTED ELECTRICAL TRANSFORMER - SEE ELECTRICAL PLAN HE • RD / I ..,, (• I •I' .- ":p 52' , .-r41- 1-�. L. © W ATI TABLE FOR DETAILS AND STRUCTURAL PLAN FOR SLAB DETAILS. ■ l w LOCATION C.,) Er;, _ '. : • 26 SEE LANDSCAPE PLANS -' .l •' .. ` ..«• 4.; ¢Z �' Z ID NORTHING EASIING 27 SEE ARCHITECTURAL PLANS FOR DECKS, STAIRS, AND RAMPS. 2-STORY WOOD / LAWN ° 26 4' ' r •' .". w " " S & CONCRETE * " +�3 z N INSTALL fi OF4 MINUS GRAVEL BELOW DECK AS INDICATED IN c� BUILDING • 1 a�' -J LT-1 129093.58 325588.97 0 z / BU LD �a �.; : . a ARCHITECTURAL PLANS. Z 11 i ti 7 . .: IV rel -. .-'77±---. �` r1 • .'. 4 _ 4 j 11. '. , 'E I co l ``, 1 • I- / / C 1 s - Q" 2 N U LT-2 129071.00 325628.28 28 REMOVABLE BOLLARDS - SEE LANDSCAPE PLANS FOR V IUJ - o RD • W BLDG GRID-1 & F �J o I QLOCATION AND LAYOUT. 7 G CD w W .� � I BLDG GRID-4 & F I•';.• �� ¢ LT-3 129070.69 325561.38 � o¢ LT-5 °p W I N 128939.11 N 128939.51 1.- ' 29 MAINTAIN EXISTING CROSSING AND CONSTRUCT NEW CURB RAMP C8.0 C° � w/ i E 325511.03 E 325587.15 a 7 - - • i , , Q LT-4 128961.80 325479.96 (TYPE 1) FOR PEDESTRIAN ACCESS BETWEEN DURHAM EDUCATION 0 I. • I ' LT-5 128922.15 325475.28 CENTER AND DURHAM ELEMENTARY. _ -0 3 / �. W 30 ' �- I - 1. l'.., LT-8 I - 30 SEE ARCHITECTURAL PLAN FOR FENCED ENCLOSURE. 3 0 / - 17 W W I; BLDG GRID-9 & H •, # I LT 6 128872.05 325493.78 E' N 128899.60 , . � / :4 � • � �. w '?�I�� BLDG GRID-1 & H m • . . I �, -�� C� �„�..� � t / L W E 325647.44 .�. o CURB LT-7 128875.48 325555.05gl- / / N 128898.88 I • E CV / 4.1 4. W W • • I,., E 325511.24 19 N 128' LT-8 128915.29 325656.03 N, I , 0 I L iE 325 SHEET LEGEND .}, •.c/ 10 I w W W . ,a- Q i �� LT 9 128964.55 325655.74 t/ir '�' "� j� - 'a+� _ . - 'cs - - �; $ - f- ti � - -• PROPOSED PROPERTY LINE t'0 Q ce RD / 33._15 . Mini% f '' / I LT-10 129011.46 4' o ' . . I - CENTERLINE O •®r' • -4'. . • • • : • I C10 c SAWCUT LINE `Zf L HS ��//,//� ' * -- . :I !.4i:•I 10 7# ,' • P • I Irlink ,�� "I� I �n i • • W PROPOSED BUILDING r+ y� ® I swim !S \ LT-61 - 1.1 tI 1 (�I 1 • :.. -.tT-7 ,, C8 I _ _� ao iCD 0 c,` Ad' 4, Q,.,:j1-= � Q 24 0 0-Gril -------------;:/ w :.:_.....:......:.:......... ASPHALT PAVEMENT C8.0Poo I - h 00 �� ♦ A `°, _ ____4„8:_,-.0, ; . al 0 1 1:511- : y.' CONCRETE SIDEWALK LAWN /rillik, r .` 4riliki, `�t -- - ;* `*.-' =L=� 10 -1 CURVE RADIUS TABLE a ..•. • I 2 cod f , ,, -r'� y CONCRETE-VEHICLE PAVEMENT C8.0 D �� 10 A m _ �� • . ��-. � �s% I" ACCESS Q i c�� '• '�`' � CURB END 8 �-' "' L • CURVE # BEGINNING BEGINNING LENGTH RADIUS DELTA TANGENT ENDING ENDING - •I / NORTHING FASTING DISTANCE NORTHING FASTING LIGHTING - / �-�' y N 128861.09 �1 �I LG G ��teAglik I �� - - 29 ;sAF E 325550.31 +e�'� Cl 128836.26 325475.97 6.78' 101.00' 3.50'50" 6.78' 128836.51 325469.20 CD -O - a><-mow to O w -t- .��" Yv 'CURB END 8 _- - '* 13 ~ o ° C2 128836.26 325475.97 9.45' 4.00' 135'26'00" 7.40' 128842.89 325479.26 0 COMPACT (C) COMPACT PARKING C8.0 j' o L 8 CURB END N 128848.65 2 N 128836.51 E 325520.29 ;� it , " , 2 LL tr ;� C3 128836.25 325476.03 32.49 60.00 31'0120 32.09 128842.45 325507.52 E 325469.20 ,� 0-- o �.8 '� \ \ / `'� C4 128845.50 325506.94 5.25' 4.00' 75'16'00" 4.88' 128844.57 325511.74 o e / 10' EXISTING SANITARY SEWER EASEMENT --4 C5 128848.65 325520.29 9.55' 240.00' T16'50" 9.55' 128844.54 325511.67 r \ /. DOC. NO. 94081690 (DATED 09/06/94) 1- �•',�/ � HC C6 128861.06 325550.24 7.39' 15.00' 2812'40" 7.31' 128865.29 325556.20 o / . r EXIST. CURB -' �~ % - - RAMP TO REMAIN I C7 128875.77 325568.18 8.44' 15.00' 32'13'10" 8.32' 128871.18 325561.23 a r • � � A I C8 128883.29 325600.43 8.61' 15.00' 32'53'10" 8.49' 128883.16 325591.94 +, C9 128881.27 325607.65 7.58' 15.00' 28'56'30" 7.50' 128881.13 325615.14 c° C10 128881.13 325615.14 64.37' 500.00' 7'22'30" 64.32' 128899.97 325676.64 ._ - E 1 Issued: 8/28/2017 L L A Scale: AS NOTED 0 1- A ADDENDUM 1 09/22/2017 R 0 0 0 i o r, o o NI c Copyright 16013 co 1 N PERMIT SET V O �u7 O Q SCALE 1 INCH = 20 FEET SITE PLAN - WEST 73 N m 20 0 20 40 5 o j� N 3: C4 . 0 mod ii: 1 50 1 40 1 30 1 20 1 10 1 0 1 I 50 1 40 1 30 I 20 I 10 I 0 6 6 BORA I o� Bora Architects, Inc. SHEET NOTES 720 SW Washington, Suite 800 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, UNLESS Portland, Oregon 97205 I D OTHERWISE NOTED. 503.226.1575 2. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL ON-SITE PEDESTRIAN PAVEMENT INFORMATION. www.bora.co 3. WORK WITHIN THE RIGHT-OF-WAY IS SHOWN FOR REFERENCE ONLY. _ SEE PUBLIC IMPROVEMENTS PLANS FOR WORK IN THE ��rinnl LINE -•-- -- -. . S 89'41'51" W 1386.69' RIGHT-OF-WAY. S 89.07'36" E 405.29' - - - - - - - -- - - 4. FOR PROJECT CONTROL, SEE SHEET C2.0 AND C2.1. 1<riff m _ 5. VERIFY BUILDING GRIDS WITH ARCHITECTURAL PLANS PRIOR TO v CONSTRUCTION. T I SW DURHAM ROAD N +'s ` KEY NOTES - -- - - X 111 SW Fifth Ave., Suite 2500 -••p - _ OR 97204 - �l]J `D 4 Portland,O 503 27.3251 1 CONCRETE CURB C8 0 BEGIN RIGHT TURN - F: 503.274.4681 LAI&_I I: 2 4" WIDE PARKING STRIPE www.kpff.Com I� Z _I 5 4�5T i se D _ 3 WHEEL STOP 8 5 GV ,(l TR _ w W _ 5 8907'36" E 242.74' i i S6 S ❑ SB 1 111111r • - - Icv - - - - `�` - - - - .. - 5 ACCESSIBLE PARKING STALLS PLANS 8 in o _ .1. SBI HCR o LANDSCAPE X40'4 "1: rri v' u01 - 1 °' .i o .... - -_.. u_I I I - \\ -` .� ,, 20.00' �+ (0 •r _ ,u o oL /. PEO i� •�. - o ,- C8.0 •. - ` • •'� 6 CURB END sO T C8.0 0 89.07'36" E 120. ' 7 CURB SPILLWAY ElEl ` / C8.1 8 MATCH EXISTING CURB e,, 1a' ( �� ( ( a° 4141* EASEMENT / 9 CURB RAMP C8.0 . I \/ LT 13 r_<-LT-14 * • RI DEDICOATIONAY 10 CONNECT TO EXISTING SIDEWALK -LT-11 TRAFFIC DOC• NO. 2007-117141 11 BUILDING OVERHANG r.....„;pi Ai ....„, I CAB. / • I a. . . ` ' mJB ;•1 mJe 12 FENCE - SEE LANDSCAPE PLANS L.- Iri 11.71'-i. :......:. . . . . . :LT 12: -:: .. ...................__..... o ......_..._................._...'..' . 13 TREE WELL - SEE LANDSCAPE PLANS FOR DETAIL AND LOCATION QED PROFF �� , :':'. . :-. .•. . :':':': :. ..:.. .:. . °d . ': :: :'::' • • • • • mJB 14 PROVIDE FLUSH CURB TO TRASH ENCLOSURE 2 mac,\`�� 1 N E-is syq -.'.'. .•.....-.•.'... ...r. . . . . . . . .. . . . .. .. . ICV C8.0 ' '404i :©: x'. . . . . . . . . . .. . . . . . . . :.;.:.;....,.....:.:.;.. .. .. . .. • \ ICV 72303 _ / i. . . . :':'. . '. :.':'.'. .'. .'.'.'.'.'.'.'. .'.'. . _ . . . . . . . . . . . . . . . . . . . : .': :, /. .. .. . .. ..... .. ........ . • . . . . . . . . . . . . . . . . . . . . ‘\.. 15 LIGHT POLE COORDINATES ARE TO CENTER OF LIGHT POLE �� , 0- -), ;/;:s. �� i'. . • . . . . . �" • C19 � FOUNDATION. FOR FOUNDATION DETAIL SEE STRUCTURAL PLAN S501 ‘- _ L;.�L�-- o' . ... .:yeA7041 . ..:.:.:. .. .. .. .. .. .. . . .. 8.OQ 0 AND ELECTRICAL PLAN FOR LIGHT POLE DETAILS. �. c•c *)(ktly3 . ... �,}.. 1 • • • • • • •• • • • • • ..�. , OREGON oil . TYP. . ... . ... .. . . . . .... . . . . . . . .... ..'- :. .. .. .. .. . TYP.. TYP. 0 - 16 TRENCH DRAIN - REFERENCE STORM DRAINAGE PLANS yq ✓,4H. :310" P� :. .. . ......... .. .. .. .. .. .. .. .. ..N .. .. .. .. .. .. .. . . . . .� .. ..�. . . ..�. � . . . . . . . T FACILITY - NSR. c!-i 17WATER QUALITY REFERENCE STORM DRAINAGE PLANS 8 . .. .8 E • • SB EXPIRATION DATE: W3V2o1D , 18 GATE - SEE LANDSCAPE PLANS FOR DETAIL I. / 4 ,3• . . . . . .. .. . . . L[GHT POLE. ........ ...............................................................................................................,/ I `. . . .. .. .. . .'. . . . . . . . . .. .. . . . .. . . .. ...... 2gg1-q5 q 15 19 CONNECT TO CONCRETE SLAB (SEE ARCH. PLANS FOR 4 � 6 .........:.........:.............�_ • .. .. .:..... ... :. ::: :..::.'.'. t `b; Doc• ° LAYOUT). ALIGN SIDEWALK WITH EXTERIOR BUILDING DOOR AND 4 j LOCATION TABLE CONNECT O NEW SIDEWALK AT DROP-OFF ...:. a; .: :.:.....;.'. . . .. .:.:.: o: ::' coo CO EC T LT-10 :o y` ' �.. . . .. .. . �� . . .. r _ I' 20 DRIVEWAY 9 ® IL LT-15 - 111111:1171. 11 ID NORTHING EASTING 21 COORDINATES PROVIDED TO INDICATE ANGLE AND LOCATION OF LT-11 129046.18 325677.98 TRASH ENCLOSURE. VERIFY Y DIMENSIONS WITH ARCHITECTURAL PLANS 1 10.50' WY W d W W ir W W W W W W W / PRIOR TO CONSTRUCTION. O m /W W W * 4: * i i * 4. W * a 1� LT-12 129068.66 325728.78ICV(3) 22 NEW RIGHT-OF-WAY LINE] '7I: I W°r W . W W W W f * ��o • �riG��1 ti U �Dsi �iy * w v ,v W W 4. -00 II LT-13 129069.00 325794.78 23 EXISTING RIGHT-OF-WAY LINE . . .. . ... . . . . . . , cu \ . . .. .. .. .. . . . . .. . . - - `. W .., W W W y W W w . .. .... .. .. .. .. . . W • - ••'•'•'.'-'-'•'.'-'- --', v 4. ° .r' W W W 0 1 LT-14 129069.35 325860.78 24 SAWCUT LINE MINIMUM 1' FROM FACE OF EXISTING CURB. REPLACE K� W w�iriiy} w �W W . W 3'�- • SAWCUT PAVEMENT WITH NEW PAVEMENT TO MATCH EXISTING UNLESS LI ..•.•.•,•.•.•.•.•.•- - W .x/0,,,4 �.., y '�� LT-15 128999.39 325855.28 OTHERWISE INDICATED. - t/') EDGE OF DRIVEWAY 4g 't+-.BO; l;#. 1 fl / ----- 0) . •• .. •• .. •• .. • • . • • • . • • • . • •, N 128949.60 • '' o31k' LT-16 128997.51 325795.31 25 PAD MOUNTED ELECTRICAL TRANSFORMER - SEE ELECTRICAL PLAN `� W E 325769.96 "/ Sr° TIP FOR DETAILS AND STRUCTURAL PLAN FOR SLAB DETAILS. U (J) / LT-17 128941.82 325727.44 26 SEE LANDSCAPE PLANS ' >-•a `W _ 7 N 128957.83 :..:N ` ' 0 27 SEE ARCHITECTURAL PLANS FOR DECKS, STAIRS, AND RAMPS. };g�n .z ,-1 E 325766.12:. . . . :� w I z N -J --- LT-17 .. • 1 lc,� ; - - - �- - - - - 7 w. - 7 .T - - - .'�■ INSTALL 6" OF %4" MINUS GRAVEL BELOW DECK AS INDICATED IN • O � T T -_ ARCHITECTURAL PLANS. O oma` •_ : : : . : : : : . . . . 8 �O� / / / •g a--� •� G� 0. / ( a 4. : I 28 REMOVABLE BOLLARDS - SEE LANDSCAPE PLANS FOR ; rit C.1 2°°D ;F- 1 / �G �, SS ,,.....,.....#2, •,� r ' ' LOCATION AND LAYOUT. •L tQ / •4-c''' N • .* FG=166.23- CLi �- ` rn' 1144.. -- / INSTALL NEW TRAPPED CB- TRASH ENCLOSURE 21 I - ,, . . e . 29 MAINTAIN EXISTING CROSSING AND CONSTRUCT NEW CURB RAMP C8.0 •� c / / N 128880.72 . . •Q . • • a (TYPE 1) FOR PEDESTRIAN ACCESS BETWEEN DURHAM EDUCATION JB 20 '� AND CONNECT TO SD LINE d a r0 çLT_8 *goffilici; (SEE SHEET C5.2 FOR LAYOUT) 166.5 LE 132547 6.02 a a . CENTER AND DURHAM ELEMENTARY. RIM=166.3 d' - T. 1� wr' rt T TTii O3 I �--� 30 SEE ARCHITECTURAL PLAN FOR FENCED ENCLOSURE. 3/ IFOR TRASH ENCLOSURE LAYOUT C $ 0 CONNECT FENCE TO TRASH IX °) m , ENCLOSURE. SEE LANDSCAPE -�� SEE SHEET A453 AND STRUCTURAL I. �' 1 •I E W a. • `J CURB END 8 ® PLANS FOR SLAB DETAIL _ •'I _..L _L- _1. t PLANS FOR FENCE DETAIL i S N N 128899.97 s ' �� - ,...---E 325676.64 - _ AND LAYOUT.?^ I SHEET LEGEND C N •. --' I � 166.5 I�� ` - CONNECT FACE OF CURB TO OUTSIDE COE . . I r-. .r ° N EDGE OF TRASH INCLOSURE. VERIFY - •-- PROPOSED PROPERTY LINE To 0 = 1FG=165.76 CONNECTION POINT AND CURB. END = ZD CENTERLINE I ' -4#11111r110; ✓ .rte \ 166.5, . a` CURB PER DETAIL 5/C8.0I - F r CO -16 C10) R , �, •- a-a SAWCUT LINE L �' TRASH ENCLOSURE Q y ` SEE ARCH. SHEET A453 FOR ' PROPOSED BUILDING • GP �® N 128865.74 �y • GATE AT TRASH ENCLOSURE o 166.5 a •- in Cli • 1 ? E 325459.02 �� . . a C .:.: ASPHALT PAVEMENT C81.0 I 914 F- CO00 F- • Cr I CCm • L_ c • ?I. d,,d - _.---A\c‘d _'''*-,1 __ aI CONNECT FACE OF CURB TO OUTSIDE `d 111, # �� : • : :: . :+ ' '•.• CONCRETE SIDEWALK C8 0 v° • • o \G\I C/1'. CONNEEDGE OGTIONAPOINTCAONDUCURB END A i to CURVE RADIUS TABLE : . 0 . 0 f 2 ( S) Jie CURB PER DETAIL 5/C$.0 ��/ �_ C8.0 `_, � -' • Y. CONCRETE-VEHICLE PAVEMENT BEGINNING BEGINNING TANGENT ENDING ENDING "� ° 4 / CURVE NORTHING EASTING LENGTH RADIUS DELTA DISTANCE NORTHING EASTING ° GPC 11-1/ -� LIGHTING C11 128991.48 325718.91 12.60' 12.14' 59'26'00" 12.04' 128998.34 325707.01 GEO / C12 129044.27 325694.90 6.28' 4.00' 90'00'04" 5.66' 129048.29 325698.87 I I �_ 166 I COMPACT (C) COMPACT PARKING STALL 2 C13 129020.69 325755.15 24.08' 12.00' 114'57'50" 20.24' 129003.55 325744.39 i - - - J 2 4 C14 129016.76 325765.09 6.28' 4.00' 90'00'00" 5.66' 129020.73 325761.06 €11 C3 Ell U Q C15 129048.70 325756.87 12.56' 4.00' 179.54'30" 8.00' 129048.76 325764.87 C16 129049.16 325822.87 12.56' 4.00' 179.54'30" 8.00' 129049.23 325830.87 L J H C17 129017.22 325831.09 12.58' 4.00' 18O'11'00" 8.00' 129017.16 325823.09 TRASH !N C LOS U R E BLOW-UP I C18 129021.53 325875.06 6.28' 4.00' 90'00'00" 5.66' 129017.50 325871.09 SCALE: 1" = 10' c • 1 C19 129049.64 325890.86 6.28' 4.00' 90'00'00" 5.66' 129045.67 325894.89 o MARK DATE DESCRIPTION 0 - 0 - N. issued: 8/28/2017 F--- 0 a_ Scale: AS NOTED i Q U ay c a) U I E 0 _0 - 0 D 1 Copyright 16013 dm H.H PERMIT SET i rn 0_ O r-- --, � Q SCALE 1 INCH = 20 FEET SITE PLAN - EAST N N j ...) 20 0 20 40 io\aI` 1- z -0 � 13 C4 . 1 modLi: EL _ 50 I 40 1 30 1 20 1 10 I 0 50 I 40 I 30 1 20 I 10 1 0 6 6 BORA . ,..7_, _,, 0,.. SW DURHAM ROAD Bora Architects, Inc. \ /' • T SHEET NOTE 720 SW Washington, Suite 800 / l _ 1@Dlam !� I _ _ � 97205 u NN \\ \ / //\ \ 1. JOINTS INDICATED SHALL BE FIELD ADJUSTED AS REQUIRED TO Portland, Oregon7 Portly #2 __ _ ACCOMMODATE "AS CONSTRUCTED" CONDITIONS. 503.226.157 5 tLig : -f � www.bora.co o jv I f '' r; �- L' 2. PROVIDE CONSTRUCTION JOINTS AS SPECIFIED. - ' i=6= / rm.( , oErc3) BB B B o BB , �,' EV' ��,, O 0o ° O _ �:. f LIMIT OF WORK cvT ❑ s6 D 3. PROVIDE ISOLATION JOINTS AS SPECIFIED. i. l 1 / ..,. ��tlt�� • ! r -A � ,..may,,, � o3 ICV �' -- 4cl, . FOR ROAD DIMENSIONS - SEE SITE PLAN C2.0 AND C2.1. 'Tiff •_e-4 _- war �wr -� 5 •. :�. ó -� 5. PROVIDE JOINTING AROUND FIXTURES PER DETAIL 1/C4.2. Are --r--;-:i, c!..)'.%Y-P 4 . • r s' • , . . . . ______ . AA .._ . _ I.. . ,.. ..... . 0. 0 _,: ,J �'' ❑� .e .• . 0 i o 111 SW Fifth Ave., Suite 2500 ,,. ., . . Q / 0 KEY NOTE POrCand,5.. 27 97204 - 0: 503.227.3251 //7- = �� 004 - /� - y• �' ,[- T /' ✓ F: 503.27rcom 4,... ' , 1. CONSTRUCT ISOLATION JOINT AT STRUCTURE. www.kptficom A aii• Adel,' 1. .A- - . 411 • . •- A rili 7 ,, -.•- 5 ,� ��.�--s o r _H ......... .. .... .. ... ... . :. ..... :. ..... .. :: .. • �� 2 CONSTRUCT ISOLATION JOINT AT TRENCH DRAIN -----L 1 L..] 3. CONSTRUCT EXPANSION JOINT ? I 1 rvE---Mi-- - H• • • 0. _ Cp 14 o �/ ////// - // // / - // ' d / • 4. INSTALL JOINTING IN CONCRETE VEHICLE AREA PER DETAILS 2, 3, AND 0 .J` . .•• li . . . .:...:.......:.:.:.:.:...:...:.:.....:...:...................:...:.......:...:............... .. .. .......:.......:. ..:...:...:.:. ...:.:.:.:.:.:.:. 4/C4.2. (SEE SHEETS C4.0 AND C4.1 FOR CONCRETE VEHICLE - / Er VA / fi. . . . . . . ,�.. . . . .. .. .. .. .. .. . . ............ .. .. .. .. . .. . . .. .. .. ... PAVEMENT LIMITS) HISTORIC DURHAM CENTER j p .^ar ,0. .. . . .. .. .. ........ . .. . ..... . .. .... .. .. . . . .. .. .. .. .. .... .... .. .. ... .. .. .. .. .. iki.g_ik. 3 z... �- i 6 �' el ga� �13, /I ... .. . - LEGEND r5\-- _......., G 0 HI L1/ /7// /747_7' 0 : .: . ::: : :: :: :: . ::: :: :: ::: ::::::: :: : : . .: :: .: : : :: .: .: :: : CONTRACTION JOINT C4.2 • - • / / r • ell° _ :: : : : : :: : :. : : : :: :: :: :::: :::: : . . .. .. .. .. .. .: . : ..: . EJ EXPANSION JOINT C4.2 \��ED P ROFFss / / '\\ / / •: .. .. . .. .. .. , , % z H- / '• .'. •.. .. .. .'. ... . • . . . . . ... ......' '.. .. ...'. .'. . 1- n��\\\\\‘�»\\\\\\\\\\\��\��\\\\��r TRENCH DRAIN `�� 723(C;__3 \._,13,-. 2 303 �( CIO ( ) . ...... .. .. .. ... .. .. ... .. . . i �AP ICV ::..;....'.:: + r + +�� + W W OREGON / O g / / A4 `. .. .. .. .4 ' I `{� JAN X401. C) AS / / / . . . ... ... .•. .. . .... .... . . . .r .r .y W W W ISOLATION JOINT le/ 7 }3 - 4,01 -.N / // . .. .. ... .. .. . .... .. .. . . . ��Tl-%�/� 11111i :•'y • ' •• 4 • •, d + ` o • ■ IEXPIRATION DATE: 12/81/ZOy7' / `�C i_ _ 114. +- • p W I�•�� + \��W * • io ..-- .. , .; ,. a- + ��ri 000❑ REINFORCING BARS t�°❑°❑0g • ' ■ 0000❑ ■ ■ ❑❑❑❑ • - 4 %//. % / © • . _� ` • _ ..... ..-:...... ....... ...... ..... y . ��+ + + w • I�000° PROVIDE TO HOLD °❑°❑° 4 �`' •'• ' '4 ' •' 0 ♦ - ♦ CRACKS TIGHT • • ..-. T [ 4,..1 1, • ...„ .., •,;,;.:: ,.:. ;.. .4, -. . . . .. .. .. . . . .. .. .. . . . . . . . . ,, 4.,.. 1 ; . A 0 4* T TW. .•: k - I /7/ ISOLATION '' 2-STORY WOOD / *.rr • .,-•�, s • >�•a ; •= \ I JOIN TI ° / & CONCRETE :.. • s t • • - •• • • •• • • • • • • / BUILDING 7.1161" J i. -�. �,' .. • I r :� : e •. '; 1011** 0 Z2 / ' ' • JP 1 ,LEL-I: i . SQUARE MANHOLE BOXOUT DIAGONAL MANHOLE BOXOUT H 4/ IC �' �./ d �tP� 1 CD J * ...------ 10V CD ISOLATION JOINT BOND �° 3 3 % i + + + + IP, 7BREAKER AROUND C % y y y • • E1JB PERIMETER ® / • * a 4 ° a) - Q w w v .:ii 0 , 1 /._,___Hs--1----F__. + + + Y • CDD❑CC _ - . - ❑❑❑❑❑ .. ilio. ` © GI - 0 0 00 - : 4. ,4]/ 0 ..,E,.. 1 N' CI • I '1 '+ : . NO BOXOUT OR � ISOLATION JOINT + W 1 _1; NECESSARY W W W - 5-----;/"4 _ /� � .... .� l� �!_ �- a MANHOLE (NO BOXOUT) TELESCOPING MANHOLE .O E c� • ~6' 4, ;,• I� \ __Alictiolog1 PIN 93 1 75 -I-' / ,._ { cz a .' .F ad' :'i "• ' • •�a. r •'r 111W------------ 1117 1 -ii g.�f �I 101 .IljjlijiLlrj1 1k® ,sem ��I f I�_.Ia:n .....: .� 0"44. - = -. r� • 3 °,,,\, 0 _, . .. .. 0 co . • 4,4* _ _ _ 0 \ ..v ` oo, deitie ....,---(0 ISOLATION ll N jr- c...) 1.1.1 \ -ti_ C`I d JOINT ISOLATION JOINT C I � -c,7 N •\ mco L� s, ROAD =Oil �� . ca o cc _ I \ 44. �\ S .401"4:4* o CCESS � i-LI • ROUND INLET BOXOUT SQUARE INLET (NO BOXOUT) = i s 1 _6 L �� \ I dCA r B�' L JOINT SEALANT SEE NOTE I l ,� � 1/8" TO 1 4 TOOLEDco ., OR STRUCTURE O -- ',� , D/3 SAWCUT JOINT �, ' •Xl" FIBER JOINT SEALER ' ad. ; JOINT SEALANT ° 'a• p �° ■ EXPANSION BOARD /- •a { ISOLATION JOINT . ° • • WITH BACKER ROD • • • • R--Y" I „ ¢ C • ❑o°❑°❑° MOOD• .FILLER ° I I - - - - - - D IODOD ODOM Fo y ,_ _ _ . . . i - DRAINAGE STRUCTURE, T. 4 p� • 9:p ° • ; i \I> 1 ♦ °•° ♦ ♦ ❑❑❑ . : . ` a MANHOLE, FOOTING OR r .` D s - ° - • a . SIDEWALK/ DRIVEWAY • TT 1/2"• - • CONTRACTION JOINT _ I L NOTE: " X 14" SMOOTH DOWEL ® 12" O.C. ISOLATION I I ISOLATION a °' "� 1. CONSTRUCTION JOINT SHALL BE MIN. EMBEDMENT=5" LUBRICATE ONE JOINT II EXPANSION / ISOLATION JOINT ISOLATION JOINT ADJACENT SAWED 10' WIDE AND SEALED. END I JOINT JOINT INTERVALS TABLE TO STRUCTURE TRANSVERSE ROADWAY CONSTRUCTION JOINT CIRCULAR MANHOLE BOXOUT SQUARE BOXOUT W/ FILLETS 2 1/8" TO 1/4" - - TOOLED OR SCALE: NTS 2 NI SAWCUT JOINT TYPE SPACING OR AT... NOTES: a 1. ISOLATION JOINTS PER 4/C4.2. a . JOINT SEALANT 1/2" DIA. 00 LOCATIONS SHOWN ON BACKER ROD 2. BOXOUTS SHOULD BE LARGE ENOUGH TO PROVED AT LEAST • •- • d.+ • .' �•� e `Y" R SCORE 6' TYP. JOINT SEALANT /-SEE NOTE �. d 0-YR) PLANS 1 FOOT OF CLEARANCE BETWEEN THE FIXTURE AND THE ..a:e a • - da a ,I • CONTRACTION 18' MAX. END OF RAMPS AND o SURROUNDING ISOLATION JOINT. Z • - •�,. DRIVEWAYS o o SCORE JOINT POINTS OF TANGENCY 1/2" k.___ JOINT FILLER a �c N EXPANSION/ 2001 * AND AT ENDS OF Q ° 9 o __) JOINTING AND UTILITY FIXTURES 0 NOTES: ISOLATION EACH DRIVEWAY OR ° SCALE: NTS A 1 1. CONTRACTION JOINTS MAY BE USED IN PLACE OF SCORE OTHER FIXED OBJECTS NOTE: • . i> a e 1. ADD DOWEL BAR TO TRANSVERSE D D 9 JOINTS. MARK DATE DESCRIPTION o * MONOLITHIC CURB AND SIDEWALK SHALL BE 45 EXPANSION JOINT CONTRACTION JOINT o 2. CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF MAX. � ROADWAY EXPANSION Issued: 8/28/2017 CONTRACTION JOINTS. NOTE: o_ 3. PROVIDE MEDIUM BROOM FINISH WITH NO TOOL MARKS. JOINTS 1. CONTRACTION JOINT SHALL BE SAWED 10' WIDE. Scale: AS NOTED SIDEWALK JOINTS ROADWAY ISOLATION / EXPASION JOINT 3 ROADWAY CONTRACTION JOINT 09/222017 i ADDENDUM 1 SCALE: NTS SCALE: NTS SCALE. NTS c a.) I E 0 0 -,- L O L_ U o 1 Copyright 16013 r r EPERMIT SET 1 0- CL Tco N D 0 C-• 0 o SCALE 1 INCH = 20 FEET JOINTING PLAN o�� \ 20 0 20 40 U r 0 Z 0 ..,,_ C4 . 2 1 50 I 40 I 30 1 20 10 I 0 I 50 1 40 I 30 I 20 I 10 1 0 I 1 i 0 6 b BORA is SW DURHAM ROAD Fi 0.. T cyi Bora Architects, Inc. _ _ 720 SW Washington, Suite 800 \ / \ - -- : .__ _._ . �- ----- - .. -_. -- - -. ... - __ _._ - - SHEET NOTE n W._.a-, III Portland Oregon 97205 __..... D r D y _ - 503.226.1575 \ \ ' \ \ rte.,• Lig------..../ cry_ -- #2 .. _ •,-� -. ._. ._ __ �� 1. TRUCK MOVEMENTS ARE SHOWN FOR { f ° r -11:--------.-\\N„..„.............:1:2" INTENTREFERE. ONLY AND TO INDICATE DESIGN www.bora.co -1-1-17tVO + O 1 V o o 6 o B B 8 o o �'r .- -c7.0'1‘‘° E NW T E.` . a ❑ SH D GV T LEGEN D • ■ _ L �� • o Icy ° ... PROPERTY LINE �� .,,��- E .. , ,• ' `� ,0 ( ( 1</31fil "�»»..�"�.��.�.�.�»�.� TRENCH DRAIN / 11,. a e \ CURB o EDGE OF PAVEMENT zx> sw,_ #2 ave., sire 2500 Q.--) ' a° Portland,OR 37204 F _.1_:0„:7,10,7428- ' `/ ( O' 503.227.3251 503.274.4681 ... /iI' _. . •.,}' ■ I / f �' . .J, .e23.Q0 www.kphcom .A...* 5 Q . • !!i1der_ la�.i� � ' - oma- a c12 cret -4 5 1. 4!!' I��//, 1i r J� I rjororiorprre- , .. , AIAPASOMPO 47. 4"A' 0 al T . . . .. .. . . ....... . .. .. .. . . .. .. ... . .... .. . . .. . . .. .. ..... ... .. .. .........-.-.-. . . cI3 1 1 1 I-I' ilirN wort T-r21 X".4_11WALOg proire, / ',gift :41.502111 ip FA -gip __ . . . . . . . .. .. .. . .. .. . 4.06 15.00 0aI iFIF �1. 04 . �. PGE UTILITY TRUCK HISTORIC DURHAM CENTER • 1 feet '.Sif//// � �� : : :: :: :: :: ::::::: Width 8.50 C c / Ca . �� 1/, r . .'.'.'.'.'.'.. . .. .'.'.'•'.'•'.'.'.'.. .'. .' '. . . . '.'.'. . ....'.'. ....'.'.'. . . .. .. .. . .. ..'. .. .. . .'. . . ..'.'.'" � .. . . . .. .. .. . .. .. .. .. . . . . . . .. . . . . . . . . . .. .. . ... • . .. . .. .. .. .. .. • .. .. . .. .. . . .. . Track 8.50 / / --1 :B.'.'.'. Lock to Lock Time . 6.00 G ra / %/ //- - . : .•. :: .•.. .. .. .. .. .. .. .. . : •: :.•.•: :: :: :: : \: ..::: . .::: .. ::: .. :. .. . Steering Angle . 40.4 • '// //I � / ° -� • �. . � : : :: : :: :: :: : : :: :: : : : :: :: :: : :: :: : 20.00 / .\�� a pROFE ss/ - 4. it.,.. f �. ( • ) I 0 e 72(30,3 o // N.• ' ; ICV .. .. .. . . . . . . . . . . . . . . . . . . . . . . .. .. . . .. . . . . . . . . . . W . OREGON O / • • • • • • W W W 3AQ 11.50 ��M l31 0 ,4;z-. ...- -1-....,• / `. " W W W * SCHOOL BUS y/�rjR CIA Ix j • iL• ////////////////// / /,,. . :o ..- :, \ail l rri�y r --4 i r v ••i OW •`~dirt/,W feet ti III\ �' • . :'. • l•'- : �.' .' . .. . :':'. .: .. .:':'.. .. :.. .. .• : .. v = Width . 8.00 W3VV20v y • • ► o `'' EXPIRATION DATE: .�.•. µ .. ` �. * . . . .. y Wrl� /y\ `may. Track 8.00 0 • • • • • • • • • • • • • • • • • • • 4 / . . ,.. .. ,. Lock to Lock Time . 6.00 11, K. Steering Angle 31.5 4 / �. " : .` •.: ' \ 38.00 . .. • 2-STORY WOOD , / if • . .. . . . . .. .. . .. .. .. .. .... .. .. .. . . . . ., St CONCRETE / 4 '• _ . ..... . . Y, A! - . . .. .. .. .. .. .. .. . . . - - BUILDING � •. II - . ' ' �: ! i ICV .� 3 ,\.. : 1' : �j x'-00 LI IL w r W / 5.00 22.00 : : + : . JB Front-Load Garbage Truck V . , feet W W W J , 44,t� �. ,� �• •. -• ' � Width . 8.00 Cs) r W ': �': � Track . 8.00 I-L/7 - -., Lock to Lock Time 6.0 • Steering Angle . 27.4 . . • / / . s O ... ...... ....,„., '► Ø4 . r U- %. , ..� . ~ �I Fw43 ....� ' ice. 4 ¢ ' V Ca` /_ LLQ �- :`: • ' .. 10 _ 1 �' • '8 Iiii . �"■' Sr i� yll I. I: ,'i I is a' •• ' �" Jyr -I al' •i \\-------) 41 it/riff ■ , .I I, r I I j • :..'•. .,, y� • rel r-' r� -I l �! •l ri'll-ti... .-I. r - ] • I. i, i i lite.v .. . (:): ,v - 1,...., `SamI-: \ ``'� � 3 o11110111 011111111401111. CI 0 all 3 L. oilir.w. ,..,♦ Jeti (€0 .� o � = IOC;`,SIE' ' ..� Ci) lee -mum" 0 0 lri. ,•D. AI* _,f:r 0 r'7-- '!, \Cil° .. \ A10,44*.r. z ci% s, • .. • -- \_/ SSS ® CO (110 0 Ce4 S:ilS1-0," 4+41:4# S 10 i''• 11111111114 . E c. I /• 0 . „,.. '''.. ' i 6--‘,,,„ -. r r/00,4, ,..4, -„,,, _...*--t_.:-.-..-: . 0 05 ______---v,,,----\ . • .. ��- ACC ,� �` ® � iii.r , ___...10 .. �4.0„::. - i ‘ 0 No csD .., , - .F.) 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B ( \ .B �•B ''\\ .4111711; •� B • /��il it= i �I - _ r� 10. ► u _�"IF ;% i - 1i I • 4 `■ II..I ' i 2 II II 2 0 U m Q H IS 3 0 FRONT-LOADER GARBAGE TRUCK MANEUVER TO TRASH ENCLOSURE a SCALE: 1" = 20' I to TiU 1 0 MARK DATE DESCRIPTION 0 - N Issued: 8/28/2017 r- 0 o_ Scale: AS NOTED i j 0 ADDENDUM 1 09/22/2017 L a) C N U I 0 0 1-0 = o o Copyright 16013 I5, 1 rm PERMIT SET 1 eL ON 0 oTESCALE 1 INCH = 20 FEET VEHICLE MANEUVERS -2 � PLAN c...4 m 20 0 20 40 .,..503'1---•rn CD Z ) � C4 . 3 43 o d' '� I 50 I 40 I 30 I 20 1 10 1 0 50 I 40 I 30 1 20 1 10 1 0 I 6 6 BORA Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 I 0 KEY NOTES D 1 EXISTING SIDEWALK AND CURB ALONG DURHAM ROAD TO www.bora.co I REMAIN 2 EXISTING STREET TREES TO REMAIN. SEE LANDSCAPE PLANS L=58.79' FOR ADDITIONAL PLANTING WITHIN THIS AREA. R=2864.79' - til J..... 8A5t5 OF f�AKINu .•_• 8=11c PER OCRS (PORTLAND ZONE) CHD 589'42 53 "W 3 CONNECT NEW 10' SIDEWALK TO EXISTING SIDEWALK ON - - - - - - - - - �- DURHAM ROAD. SEE SHEET C4.0 FOR LAYOUT OF NEW li<Pfil S 89'41'51" W 1264.47' SIDEWALK. - - -0 CENTERLINE OF—" DURHAM ROAD SW DURHAM ROA SW DURHAM ROAD 0 0 m SHEET LEGEND 111S0: 503. 27.32ite250D Portland, OR 97204 / Z O: 503.227.3251 1 O r LAI.)I I. R.U.YY_ LIINC f F: 503.274.4681 / (45' FROM CENTERLINE f Li - - RIGHT-OF-WAY LINE www.kAffcom I 1 5 Pi..._ \ - / b " - I OF DURHAM ROAD) – _w 5 — — PUBLIC UTILITY EASEMENT u N. \ , l / / 0 0 m8 j I f I �� YOIi D R-1138'1:95.3;9. w - CENTERLINE .\\:\\\ i=1,1/, i SPEED . � L.LJ II i Ce . rV B o B B B B B B B 2 0=0°45'45" ° (17,: ,Y�f :: ,1 o 0 o a o o ,.f HD=N89°55'17" ' % RIGHT-OF-WAY DEDICATION WPArt. 7 'r S 89a41'51' W 23 7` 37.53' :ZF ./,'" f A /..,.... Z/raly+5.7 4-eV,''' '0!,• • .7' ://.2•.f% i W %/.. . ,-- ,,,,,,-, . #.0/ , '' '-/ // _.,/ . / Z #.. . ' CENTER co 20.00' \I �5x1IW _ _ I H-L• � , vN 7 LAWN I '<') .,�. LAWN LAWN PROPOSED NEW R.O.W. LINE ..- J r o r (52' FROM CENTERLINE OF — J cn DURHAM ROAD) _ f --- / o_ HW 4111Ha Uw i �- I1111,- - �0 PROFes Li (ii- cn J 1 �c. GIN 6, 4„ m I1 ,.. 4` l 72303 cd a~ RDS. — — �� _— I- - — — — — —— c, -L-\c` c - _ el:Nj _%,, CL.L-O-- -1 URE�UN — r — -i- H8 -jn —� l ■° 29�,.N. 13 19�NO�P= lii R. CHP I EXPIRATION DATE: 12/31/2017 I 4 4 L aD 4+ _ ._ _..—._� .. Rr-Tsnr� LINE i—l- — — — — _ S 89'41'51" W 1386.69' S 89'07'36" E 405.29' - - -/ - - _ - \ CI) 4, '-CENTERLINE OF 0 T -Z DURHAM ROAD SW DURHAM ROAD U, 0 N. CS-; F U A . eEGlN RIGHT TURN — \D; pa D O • ro LA n EXIST. R.O.W. LINE • �� (45' FROM CENTERLINE tLArtkl o OF DURHAM ROAD) 0 z CO N: '40'45"ET 1 I SB ._ 1111211 D _ _ 00' - GV TR1111111111 y W .� 1r 5 89°07'36" E 242.74' I I SB SB ❑ SB I I ❑ i,. , .. SBI .• / iii i iii./ 3 0 .z ,/ i..0/j/f/ / /„%`% % .%i1%///%�%% .. ._�i` ,' ,�f f�/' �� • f _/ f, ,.. ,,, /.�� I P H c R l0 CU Mk I' ar' 11' : ,' +141‘ o° ' . :• -ll i � 1.1.., IN=IN 1111 S 89'07'36” E 120.9!' V iY{ V/ E 11 w PROPOSED NEW R.O.W. LINE da, i `,_ C E 03 N (Lilt {52' FROM CENTERLINE OF ( (411111, ._ N Mir �� EASEMENT\� o_ J I— DURHAM ROAD) Vi / RIGHT-OF-WAY_W _ 1 w �' - DEDIATION CO ❑ ce J f w1011 TRAFFI4 DOC. NO. 2007-117141 / = �'-� I aCAB. I- O Z I o m I mJB © / 16 Lim U} CO MCO m I * O •V (i j ' •• • mJB 'CV P 0 00F— IC \ ICV _ � I \ 1 CO \illi.• I 0 - 1 O es 4 2 2 U 66 Q I— cn W I— V) I Li- L. O I V) 0 I o MARK DATE DESCRIPTION 0 0 1--- 7 `7 Issued: 8/28/2017 I- 0 i Scale: AS NOTED a a U c cv U I E _c +' i_ O o U E Copyright 16013 d m 1 1 ,-- PERMIT SET I Q O N oci � it SCALE 1 INCH = 20 FEET PUBLIC IMPROVEMENTS '6 '- ir1= 1 Lt j� 20 0 20 40 9 CL 2 r U 1— O a i ,5 4 C4 . 5 0 `: I 50 I 40 I 30 1 20 I 10 1 0 1 I 50 1 40 1 30 1 20 1 10 1 0 I 6 6 BORA _ \ Bora Architects, Inc. y �0 720 SW Washington, Suite 800 �, Portland, Oregon 97205 oHu oys D �ti °�J � O SHEET NOTES 503226.1575 OCL' �yc o,�u oyG N 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE www.bora.co _ / _ \a ONLY. - 1 \`�' Q S �-4 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% - 1 - 1 - - \ - _ NJ. - IN ANY DIRECTION. a j S ti� - oN�, � 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ' � / �� N, ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES , ,�,,o' co0) �� SW DURHAM ROAD o u N T °y� , . (ADAAG). lq:iffi _, , , / A - / . \ ..-- / / \ .-.._, : / ,-. / vQ�j _ 1 4. HANDRAILS.ACCESSIBLE WALKWAYS RAMPS WITH I SN OPE ED o STEEPENOT R 111/ / 1 111 SW Fifth Ave., Suite 2500 U 12'•SD i2 1 S 11 1I Su wW 1 s0 s 12"sD 12"so 12"SD 12•SD O 12" --• THAN 5.0% AND LESS THAN 8.33% SHALL NOT EXCEED 0.5' Portland, 27 97204 21 1 Q-200 /j #2 76'6 1 , O: 503.227.3251 \ \ ' / S �' q_ - ^ -. RISE OR 6.0 LENGTH. F: 503.274.4681 �(3t7� ,, , BEGIN www.kat:corn 12"W 12" „` ij 12"W / W S(-19IM : 12'W ��121YV Sh'ttv1211 * I 1� W 12"W .,,1 'W 12"W i vi5 I 3" :*_ oHU 34 : � \ ��' B rB a TP-166.6+ ;, . I 3 7 5. ADJUSTALLINCIDENTAL STRUCTURES, MANHOLES, VALVE /- /- BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO 5 ! / �'`` "`�' EXISTING _"isr (MATCH EX) I i N /cvFINISHEpGRADE.�!' _ _ .4.� RIGHT-OF-WAY LINE iy��, - - - - - - �-� r� _ \ \� �- KEY NOTES �- 16" _ - / .... I - - � - - - I i n Ami �. �. % Q *{f _ - CENTER ! N , r'. NEW RIGHT-OF-WAY l �.. 7 78 - 1 - - - I (_ .�LINE WN3._ ■ ,� �`�41 4 �►� 1 �� LA oy \ 1. FOR GRADING OF DECK, STAIRS, AND RAMPS - SEE .� �/� LAwN J L 1 , LAWN ` F c `� IARCH. PLANS. i 30" 8" - ►`co I I r_ \ 01 'Gn \ ! V � mf2. TOP OF WALL ELEVATION IS THE SLAB ELEVATION IN / / ` •oyG �, 165.55 TP 165.50 TP X1164.84 TP THE COVERED PLAY AREA. FOR THE TOP OF THE 1 -� 166 'S TP / Ur / '- _ I ENCLOSURE WALL, SEE ARCH. PLANS. DETAIL 1/C5.0 2 \ \ . �' TP=166.8+/-- -- 165.14 RIM I mo, �I .-- I °DINDICATES WHERE THE ELEVATIONS ARE INDICATED TO, I f �\ in �� (MATCH EX) 4'3 % I - 7_ . i ` A�,-165.29 RIMS 163'50 T 3. VRF ENCLOSURE SEE ARCH. PLANS FOR LAYOUT . I 1 1 a -, ,IM` �� _ CC 16fi. . TP I 165.44 RIMx 1 9y� RDrc- - - 1- �m. rrt �--TRENCH DRAIN -,L-- -- ti SLOPE SLAB AT 1% MIN. TO THE SOUTH TO CONVEY c1k0D PROFFS • 0 / _ 1- --:1,_ "J. -__ _ 4- TREN4 H DRAIN- I 1 •m` 1c DRAINAGE UNDER GATE TO LANDSCAPED AREA c.. GiNE S4, / RD �,��E ,,): H- _D I 1 163.9 ADJACENT TO VRF. �`� F,p 9r„I / ? II // ///////2/ .// // / - // I, , - I 165.48 TP 72303q1° PLAY ( TP=164.6YARD 0 EXIST. I -�_ I-2 01 al I i� � 1 4. SEE SHEET C5.5 FOR WATER QUALITY FACILITY �_,VN C - - �\, __t�L .L0. 1y 24. I` li� �1 I .- o / - �� _� I • 11 / II164.01LAYOUT. OREGON s Q $ w I I_ 1 2 ?�' !. 1r 1 ~G / HISTO IC DU�HA ENTER 7165,64 TPp pit i , . \\�\\\ 5. MAX SLOPE IN ADA STALLS ARE 2% IN ALL 9 �N �3 x4� FI• - /s" : ` s'...)w. . % 165.14 RIM I fFG=165.0 163.9 DIRECTIONS. ��N/R. CH A�O�°3' �� s c \ j O / I ` 1 // 164.89TP :`\ t '�' / S. I / I 6. SEE SHEET C4.2 FOR TRASH ENCLOSURE GRADING EXPIRATION DATE: W/31/2017 4. _ __G - A '� % ///// -L I I I `tea /GATE ' �� // _ I \ I 7. PROVIDE DRAINAGE CHANNEL IN LANDSCAPED AREA 4 �� BREEZEWAY _ I / 2° /mi lii _ III „ r- ' TO DIRECT RUN-OFF TO AREA DRAIN IN LOW SPOT. 4 II l/ / -•• _ I 165.48 TP FF- 65.5 1//r ' / / `4165.4 / % �, f `'? D % 165.35 TP �W 163.31 RD - / / I 1 = I LC Y / % 166.57 +/- 165.48 (ENTRANCE TO/ Io22" ( ° . 4 / (MATCH EX) / I ELECTRICAL ROOM} 165.09 RIM __/ ;1 m*.4�X I ///////////// / _ �. I c_n' El LLIW1 y ® �,�; 1 L I - - 165.42 TPI w }�'� it 11IIZ mA ' TP=166.3+/- . 1.�- i // , CD ii -' fI (MATCH EX) * `�. I .=HE►I RD 1 166 +/- TP _ 165.`30 RIM ] U/ z• < If I 166 I~ J _ I ~ 0 1 65.26 n, C • / 2-STORY woo• / I J7165.30 RIf�j & CONCRETE I TP=166.3+/- 165.48 TP 165.48 TP �--� �`� 165.39 TPS 0 +_z / BUILDING r (MATCH EX) � `o a -•+K / 5.1tx J _ _ -� - J WATER QUALITY FACILITY #2 ' I I r t-� - ,165.30 RIM > co i�, I .,F..o W G TOP OF FREEBOARD _ 165.0 _ I 165.4$ TPS �� %�iw I I IGRADING DRAINAGE LEGEND 'L�� RD TOP OF WATER SURFACE _ 164.5 � ` � wWI 164.21 RIM _J.- � Ia ,r*+. �� ' � ca 4a / BOTTOM OF FACILITY 164.0 y . 1 O 165.48 TP�: / / I W W i , 1 I CALLOUT lSCRIPTION Q1a / 2 TW=165.0 ❑ ,ieOI / { I al3 11 W W ,� a oBW=163.8 X.X%I^ -I /t I GRADING SLOPE AND DIRECTION 3 O / f TP=166.3 364.50 R!M I © - I• �� (DOWNHILL) S Ct / r, FF 165.5162.90 RIM 12' U/ 1 ' 164.38 ii.RI 164.80 TP 2 TW=164.9 I W I / _ - -. W W w I 0 BW-163.2 - 9.....-- 1 C E (V / 1 0 SPOT ELEVATION W W 1 1 165.46 TP I 163.09 TP -C N r `~` 7g�, - W W 1 I 164.89 TP 163.40 RIM , I s/ DESCRIPTION LISTED BELOW. �p n I 026" \ '�� t64," v1 � L - �, - - - - = - - - h - - - c- - - - - - ipllk7___/ 76.2 NO DESCRIPTION MEANS TP QRD CA / / = 165 - �� o •- OR TG r�ill I TP 166.6+/- 165.27 TP}} \ 164.84 RIM P.' 163.11 RIMI XX XX XX / I (MATCH EX) � _ � O C \ ,r: I o � � HB / + I 165.30 TP 1 165 63 TP 'n 165.43 TP 164.70 TP . 162.97 RIM �/�; BW BOTTOM OF WALL 7 L, CA - 1, /W/r/ • y�l , I /' FF FINISHED FLOOR p t0 165.59TPI® 4' .,, • - 165.18 TC 166.2 RIM W RIM RIM OF STRUCTUREil,_ 165.5RIM rte, / '� ca IIIiE- told- i i t - - - - 2�6 164.68 TP c� TC TOP OF CURB •� coO ` `"--- -fi =---J ` a„SS_ 165.6$ TP h 165.73 TC TC=164.3+/- 4 �, ° TP TOP OF PAVEMENT - P C.) \ �'� ro 4. •oa TOP OF WALL (TW)= 0 165.56 TP '�' '\ - 165.23 TP BC=163.8+/- I - .4 . TW TOP WALL \ 165.99 TP ="s �r� 1 w _ . (TOP OF SLAB IN I` - - <� - ]65.69 TP - - - {MATCH EX} �, _ _ XX.Xf EXISTING GRADE -7 • / 2y, �� °8 ♦ � .....Mr,/,..1w-''SO 8"3 Y 1o a d . 165.93 TP 165.79 TP -0 COVERED PLAY AREA ( ),.r3a �, - 765 _ ss�LAWN I 1� 165.95 TP_ tri ..4_13"as- - 2 , - - .�-1 �- • s, ,, F5� o .4,,..:;:,:,:...'.‘.7,. ....!! PROPERTY LINE --y 6" ,{ -'� %' sC=165.0+/- I - s's� o -..,, BOTTOM OF WALL (BW)= / s\, �/ ,'�,' \ \ -'� • ,�• I mo,.. - .�'i` (MATCH EX} s"s3 R s"ss ) �n til .' ,<' 'i• .:..'.#•` a (TOP OF SIDEWALK >! o �s 010 166.4$ TC_ s"s \ � d a �� ss- �v "ss _,�: z.''a v 4/ :� \ • ` s' fi'ss s„ss� SRO V �., �.:;' ) EXISTING CONTOUR 1 W 1/ 165.98 TP 165.95 TC 6-ss / ACCV-S ,��A. I OUTSIDE WALL � i �, � - I' 1 165.95 TP // / -1 � G�� :'=s, -•Y �:��` 150 149 PROPOSED CONTOUR o I \14". 4111/' / \ .165.98 TC Ba� 4 ``s';�• ..•y _ �,� %' 24" 165.98 TP / - �_ 06" ----c-,0 I Cr?" . . ;.� .•;':�• •..;' XXX SPOT ELEVATION f • ;17/14, / TP=166.0+/- / 1 °�" [ .� _ aQ . .��,J / (MATCH EX) / io�„ ,I 4 . . W 4, 4, w 4, 4. ,r2 23" "h// 4 W W y y WATER QUALITY FACILITY O • , , TC=166.5+/- . , ; i o I a W W 1 V U �, // BC-166.0+/- I Q Y W Y W W W W 63' 0 1 as I I i � ic_,(o B (MATCH EX) • / / / / B 10' EXISTING SANITARY SEWER EASEMENT 1 - - 11 ;r // '/ / %�/ ! , HCR DOC. NO. 94081690 (DATED 09/06/94) ,� Q COVERED PLAY ELEVATIONS MANHOLE 1 i i 1 !�� ..,%�: - - OVERFLOW STRUCTURE ` 4 SCALE: NTS Oi I I I / -________/„......._ i 0" ,.� I in i 11 / _ '1E' ' _0 � I o MARK DATE DESCRIPTION o - o - 1 / I N. i Issued: 8/28/2017 0 EL Scale: AS NOTED ..---- a Q i 0 A ADDENDUM 1 09/22/2017 m C N V I E a 0 r 0 U o 1 Copyright 16013 1 ' � am iL PERMIT SET d o _1-) SCALE 1 INCH = 20 FEET GRADING AND DRAINAGE EST � CPLAN - W \� 20 0 20 40 U r C) Z C 5 • 0 `L 1 50 I 40 I 30 I 20 I 10 I 0 1 I 50 1 40 I 30 I 20 1 10 1 0 6 6 B3RA I oy Bora Architects, Inc. iso a o z 720 SW Washington, Suite 800 D N Portland, Oregon 97205 6 ® SHEET NOTES 503.226.1575 I 0 0 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE www.bora.co N ONLY. - co ti = �s I 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. \ ! - - 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES lq:/ffi N T 0y0 �b� 1 1 I SW DURHAM ROAD O (ADAAG). 1 o"s��s, 10"ss _ gnu - 4. ALL ACCESSIBLE WALKWAYS ARE DESIGNED TO NOT REQUIRE O4 -- 111 500 _ HANDRAILS. THEREFORE, RAMPS co - D o 12 SD ANDEXCEED 0 5 ort and, 27 9720 1 0NU 'o ' 12"SD :\r2,_; 12"SD - 12''SD 12„SD .2 ‘:,•_) -- - i t'M $" 'SCJ r ,,1"SD 12' O 2••5Do P0:1503.227.32514 THAN 5 D% LESS THAN 8 33� SHALL NOT - �` 12"SD . 12"SD RISE OR 6.0' LENGTH. F: 503.274.4681 12•g BEGIN #336H1- TL3R1r r ,,c0 . �2"SD �� www. A .com EX. RIGHT-OF-WAY .. k 12"W �;,�;-s I "W 9Hu-- vr�12aNu w 12"W - - "` 12"W 12"W 12"W 12"W 12"W --1 w 12"W 1 12"w 12"W 5. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE 5 E T 1 LINE SB D ../ �� - 47110 BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO 5 ,� acv - TR OW I SB orru- tti_t_mHFINISHED GRADE. to ' 8 c L - _ I( - - r �� SB _• c. nH� '�` X KEY NOTES • - ^ 4" _ - o - - o ` PED \ �', - . . 5,, t / , . b %." . - • .. _ / ;:f . / 0 -NEW RIGHT-OF-WAY r �, i 1. FOR GRADING OF DECK, STAIRS, AND RAMPS - SEE LINE � � ARCH. PLANS. 15.00' PROPOSED \ 18" ' f WA .''�1,SMI=NT �� G-) { e / _ - . el:41, I { fc) ��- EASEMENT �1 2. TOP OF WALL ELEVATION IS THE SLAB ELEVATION IN 1.84 TP -' I f \ - ' - p / / RIGHT-OF-WAY THE COVERED PLAY AREA. FOR THE TOP OF THE _ 0 /. DEDICATION ENCLOSURE WALL, - DOC. N0. 20D7 -117141 / SEE ARCH. PLANS. DETAIL 1/C5.0 �� 162.31 TP TP i X162.9$ TPS _ - TRAFFI'F INDICATES WHERE THE ELEVATIONS ARE INDICATED TO, 163.50 TP 163.09 TP 162.92 TP / 161.91 l' -- 165.29 RIM I / ,L �►, B. II ---- DOC. _ - - - 160 - / - 0�B / � r 3. VRF ENCLOSURE (SEE ARCH. PLANS FOR LAYOUT). 165.44 RIM I �/ / , / \ SLOPE SLAB AT 1% MIN. TO THE SOUTH TO CONVEY QED PROFF 1 _ \ - - - . 1 M _ g�B 7 DRAINAGE UNDER GATE TO LANDSCAPED AREA c.. 0 i r.16. ssio� 1 ,!.°. lik I ) 163.99 TP r 162.89 TP 162.79 TP 161.88TP 162.52 TPJJ 1 ,� 161.74 1P 162.79 TP �� Icv ICV ADJACENT TO VRF. �� `� 72303 F� 9l TP=164.6 �� 1 \....... • '` `IJ I r.__ © 6 6 6 2s 1 4. LSEE AYOUT. C5.5 FOR WATER QUALITY FACILITY \._.__\5,___c_______ (�.F ; .C� `) I ' 1. VI_ - 164.01 TP 163.59 TP ' � - i JORECONk ? \ti\ \\\ .`� i 5. MAX SLOPE IN ADA STALLS ARE 2% IN ALL 29 �N �3 °° Q FG=165,0 163.99 TP DIRECTIONS. R. Chi p 164.89 TP \��v�\\amu 163.51 • / � T" `L 5 161.60 TP ' i 161.83 TP /cm sB 6. SEE SHEET C4.2 FOR TRASH ENCLOSURE GRADING 1 EXPIRATION DATE: 12131120u I GI 162.82 TP ��O 6 ,, •��-,I,,� 163.44 TP 162.67 TP 163 VP 161.35 TP 161.20TP C ) os�o73» \ ! - 161.50 TP - 1Q ,�! o zaal7. PROVIDE DRAINAGE CHANNEL IN LANDSCAPED AREA 4 61,1 ] U , � t. �B " o �D ' /'/ Do .>s TO DIRECT RUN-OFF TO AREA DRAIN IN LOW SPOT. 4 - 161.02 TPF 1161.40 TP-. w ` ' I I 162.04 TP `. 161.81 TP \ /161.22 TP „-------7-<",`.��O� *i / /Q,, _ 163.31 TP 162.90 TP , T `161 . .` � .1--'" • • f vz c� --.: ! 160 - r / \ \,....,.....___ W IC ,� 162.72 TP / >~ WWW �W W \\y4159 W W W b ,159.50 RIM r' �� - •165.09 RI NcL . W W W W W W W W 4' 0 -0 1 ICV(3) ..--' ''' Ilik * 4. AV .r.,.':::: 4: •_a` ow err,/2,v W 4' w/ •1' (. r Ai,7 7i }1. _ ___] °� W Iy W �W W., �� WATER QUALITY FACILITY 1 " 4 _ � W '47 _\- w TOP OF FREEBOARD = 3 60.0 ' Ai I - , >,-' � �.� W W W" m�0 �4�_ ;�. TOP OF WATER SURFACE = 159.5 12 s+ J #1 D ,r---• 39" CD - i ---:„,....„. 0 ] _ Q I �` W ':10. 'W _ f BOTTOM OF FACILITY = 159•0 5 • m r ,..... otor 'N..-- _ .1? ._,- --------,,'S:2I----"-------------- X165.26Tr, �� ,1 \ \ . 15g.9. iP BACK OF WALK=160.0+/- °7 • k J I JMATCH EX) \ 01 / ,1a � - I 0 I co ..0 160.31 TP / + �S5 o s.. U �� , 160.49 TP ,-, ,s G��^ �/ ;*qt , � GRADING DRAINAGE LEGEND •'�- • P 1 CO 8,� 8" - TP=160.0+/ V} ��.Lo ! (MATCH EX) °7" sin I a CALLOUT DESCRIPTION Q lI 3 I tie s / �* y c,; X.X% GRADING SLOPE AND DIRECTION 3 O ca ' / I • ^' O V O (DOWNHILL) t lO RIM :\_2_,:'.4," � - l67 � / 07 = U jr.1 Li SPOT ELEVATION N 163.09 TP o 1 TC=162.5+/- / / •--• �, BC=162.0+ - / / I DESCRIPTION LISTED BELOW. -, i I- / !? / °7" I NO DESCRIPTION MEANS 1PD CT Ta CO 0 cc (MATCH EX) r� OR TG ti1:1XX XX XX ik 41iPl . IT MC 0 7 RIM I / 1. BW BOTTOM OF WALL V) P.,-1:-.---.9;-ricf,i • 15.00' PROPOSED / ��R FF FINISHED FLOOR L 0 al �' RIM RIM OF STRUCTURE O RIM � W� I WATER EASEMENT ,� , •� TC TOP OF CURB O •- �t j� / GP I I TP TOP OF PAVEMENT ------ I- CO I- - `� '° m I .. b-� ...../ �� TW TOP WALL ‘..., in I 0' 7 13 �NG� (XX.X+) EXISTING GRADE Gv og GQ r}-.-2/�I o I - - PROPERTY LINE w- 0 ,. `: I -; w ' I - - - 149150 EXISTING CONTOUR 1 I 111111111 149 _ co_ GP = 150 PROPOSED CONTOUR u ',--=' I ISPOT ELEVATION ZI T ry I I ' _ _ __W W W W Y W ` W W IW W y W y W y W W w W y I WATER QUALITY FACILITY 2 Lci /1 O OW W W . .• i W (; Cr Io 0 3 • I ( MANHOLE < I • OVERFLOW STRUCTURE c.D •I 0 Ln I o I MARK DATE DESCRIPTION 0 0 - I I 1 - i Issued: 8/28/2017 I- 0 Scale: AS NOTED 0 ci L---1- (1) C (i) U I E o ÷y, 0 D U 0 c Copyright 16013 I .. 1 1 p T CC I- E Q PERMIT SET r7 re 0 1---t-- C) SCALE 1 INCH = 20 FELT GRADING AND DRAINAGE o� I. PLAN - EAST %cV co 2D 0 20 40 N- o r C) • tCV Z � � C5 . 1 1O 1 ci 50 I 40 I 30 I 20 I 10 I 0 1 I 50 I 40 I 30 I 20 I 10 I 0 I 6 30RA 6 \ Bora Architects, Inc. �o SHEET NOTES 720 SW Washington, Suite 800 �� QNu oy� Ds D 1�� Portland, Oregon 97205 1. RIM ELEVATIONS SHOWN FOR REFERENCE. COORDINATE RIM ELEVATIONS WITH �HU GRADING PLAN PRIOR TO CONSTRUCTION. 503.226.1575 °tip (Nu L-58 .79' 1-:). 2. COORDINATES, STATIONING, AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN www.bora.co _ / S W D U�'H A M R=2864.79' AT CENTER OF STRUCTURE. - { - S OF B(PORTLAND CHD=N89'42'S3"w 3. WHEN PIPE COVER BECOMES LESS THAN 2-FT, PIPE MATERIAL SHALL BE DUCTILE 5 (PORTLAND ZONE) 58 79' - - - S 89'41'51" W 1264.47' Vry _,y& • - IRON PIPE. °tip °Hu _ r - 4. INSTALL PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 4/C8.2. 1<Pff�Jvi SW DURHAM ROA SW DURHAM ROADN rTlQHu "' r °y�\ 5. SEE SHEET C5.5 FOR DRAINAGE STRUCTURE TABLE. in N - - ��u _ \ T / o 0 KEY NOTES X112500 .-. r his ..,, �f (f FifthAve.,ve. Suite Cr 12""SD 12 1L'SU 12SU uwv 12 SD 12"SD 1SD 1SD-'• 12"SD -D -SD Portland, OR 47204 \ \ 1s7 / / m� O O: 503.227.3251 #� ,- 1 CONNECT TO BUILDING ROOF DRAIN. VERIFY POINT OF CONNECTION F: 503.274.4561 12"W 12' ' rZ�"".._ ''L•1_12''W „w\ ti r / <12,.w k 12 ' 12„w YOUR p I _ - ) www.kDff.com i Sir 112 0 1_>'w - 1gba: 'w 12"w BEGIN (INCLUDING iE WITH PLUMBING PLANS PRIOR TO CONSTRUCTION. 5 3N OHu r r / B o B B B B B a a B 3 ❑=045'45" ,� 5 r O 0 0 O O O ;.f o , n ' ,,. 40 45 E 2. RELOCATE CATCH BASIN TO ACCESS ROAD. FIELD VERIFY EXISTING �� 48" HD=N89 55 17 , / _ _ ltliii'._ 1 �� 41'S1' W 23 T _ ° _ _ _ _ I 37.53` _ ,� '00w _ Gv DRAIN LINES TO EXISTING STRUCTURE. z �• INSTALL AREA DRAIN AT a' Cn - : c�� 6" a _ ew�i _ ori1189 40 E �*+ uI �i11_ 3. CONNECT TO 6" SPRINKLER DRAIN LINE. SEE PLUMBING FOR 3 .- -- -- / pi - ® END OF TRENCH DRAIN - 20.#}0' �I 3 CONTINUATION. INSTALL CLEANOUT AT CONNECTION WITH SD MAIN LINE. \ RIM = 165.14 J __�� 78, W W W IEIN =1 4 (TDW W ( - W W Q I E_ .� . f LA` 6 .59 ) "��"� �- KI 11,....0/ 'y 4. INSTALL NEW SDMH ON EXISTING SD LINE. VERIFY INVERT ELEVATIONS •1 LAWN Vf 1 IE IN = 163.62 (8" S) - I �, I 3 IPRIOR TO CONSTRUCTION OF EXISTING LINES. NOTIFY ENGINEER OF �, LAWN F - n I O F. 30" IN b 1E OUT = 163.42 (8 E) C0 #2 RECORD IMMEDIATELY IF OUTGOING IE IS HIGHER THAN THE ELEVATION ' o vQ RIM=165.29 o m o INDICATED. G I 9%, CO #1 IE=162.44 j `� RIM=165.42 49 LF-8"5D I 5. 4" PERFORATED VIC PIPE FOR FOUNDATION DRAIN AT 0.5% MINIMUM. PI • -e T '� IE=163.92 1 1 8I I SEE DETAIL 6/C8.1. ^ cn cn cn I I 3" AT 2% s �. . �r i I S� - I I 6. INSTALL RIP-RAP OUT PIPE OUTLET PER DETAIL 7/C8.1. o °yam e Rnr� N- - �� - I - _ ._X__7--_ ____ 21h1___ _ 7 .0.D PROFess J_ - _1 _ _ - -- - m` . SEE SITE PLAN (C4.1) FOR CURB CUT LOCATIONS. SEE DETAIL 5/C8.1 v 1 N 6."''''• 12y, \ �� HB -p 1 I �-FDCO FOR CURB CUT SPILLWAY. �� a 72303 �' 9l o 10" PLAY I // //// / // // / - // A - FDCO 153 YARD �� I / / I _ I IE=163.8 I M 8. EXISTING SD SYSTEM CONNECTS TO EXISTING WATER QUALITY FACILITY '040&---- (!. _i,.k, 1-- � 1 / I I " ON EAST SIDE OF DURHAM ELEMENTARY SCHOOL. SEE INSERT ON SHEET OREGON 1I'rir oy / I 50 i 40 I 30 I 20 I 10 I 0 6 6 BORA I o� Bora Architect , Inc. o 1 o z SHEET NOTES 720 SW Washrlgton, Suite 800 3, cii D p I 0 7 1. RIM ELEVATIONS SHOWN FOR REFERENCE. COORDINATE RIM ELEVATIONS WITH Portland, Oregon 97205 0,,,;,,, GRADING PLAN PRIOR TO CONSTRUCTION. 503.226.1575 3 ,./, 2. COORDINATES, STATIONING, AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN www.bora.co N AT CENTER OF STRUCTURE. r.TI�I LINE 3. WHEN PIPE COVER BECOMES LESS THAN 2-FT, PIPE MATERIAL SHALL BE DUCTILE ":76-11 -.1- - - w y S 89'41'51" W 1386.69' - \ ni �, IRON PIPE. S 89'07'36" E 405.29' o j±'' - 4. INSTALL PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 4/C8.2. l<13fil 513L `� r 0y� UCy SW DURHAM ROAD 5. SEE SHEET C5.5 FOR DRAINAGE STRUCTURE TABLE. �N io"ss ,S) io"ss JryU _ � _ 4----.'',,P...; _ _ KEY NOTES 111 2500 p 12 12"SD Or D = - Sort Fifth OR 97204 D O 11 SD , , # `}� 12"SQ 12"5D 12'SD 12 SLi i 2 au 2"33 12"£C' . 12"� O`D� 2•'SD O' 503 227 3251 1 • 12�•SD 1. CONNECT TO BUILDING ROOF DRAIN. VERIFY POINT OF CONNECTION F: 503.274.4681 12"SD 12♦,SL w ww,kn+f,com BEGIN1 RIGHT TURN N �° ti 12"SD (INCLUDING IE) WITH PLUMBING PLANS PRIOR TO CONSTRUCTION. 12"w LIAd_q 1 "w 'Q 6,----____.12:W �� 12"W 12"W 12"W 12"W 12"W 12"W 12"W - -7' 12"W 12"W 12'w 1 12"=�C 12"w 5 ; °40'45"ET Ku V O I 2. RELOCATE CATCH BASIN TO ACCESS ROAD. HELD VERIFY EXISTING 5 N 0,oa' GV - I I SB D O . - OFfO - -._. .-= w o, w -6 S 89°07'36" E 242.74-733-------, 11- °HU ry v .SB SB ��\ M.- off SB DRAIN LINES TO EXISTING STRUCTURE. r, .` �" - # 5B fad o 9`40' „„E M c� ,.1 a ICV ` o - 4;1- I o►�u ■ I I IF �� •' 3. CONNECT TO 6" SPRINKLER DRAIN LINE. SEE PLUMBING FOR 4 0 0 PEO a 20.00 %(: • F.. 5 4, to f .. b-i„,.. t '�°° �" 0 �. �, _ - . o T CONTINUATION. INSTALL CLEANOUT AT CONNECTION WITH SD MAIN LINE. 00 8° '11 e." 1". O° S 89°07 3fi" E 120.9 r _,,...:,,In - �/ -.1,r t41:7jsi � � 4. INSTALL NEW SDMH ON EXISTING SD LINE. VERIFY INVERT ELEVATIONS " ` / PRIOR TO CONSTRUCTION OF EXISTING LINES. NOTIFY ENGINEER OF 0 / 18" RECORD IMMEDIATELY IF OUTGOING IE IS HIGHER THAN THE ELEVATION a I u I ( L ( �`/ i (\/ ��\_ EASEMENT INDICATED. �1 0 r RIGHT-OF-WAY DEDICATION / 5. 4" PERFORATED VIC PIPE FOR FOUNDATION DRAIN AT 0.5% MINIMUM. E-- 1 °a I.„ 6 * 1 TRAFFl,_ DOC. NO. 2007-117141 SEE DETAIL 6/C8.1. ^\ CAB. I mJ6 ® / m6 6. INSTALL RIP-RAP OUT PIPE OUTLET PER DETAIL 7/C8.1. I QJ i):a PROFFSmJ67. SEE SITE PLAN (C4.1) FOR CURB CUT LOCATIONS. SEE DETAIL 5/C8.1yN `�/oy-FDCO • fICvFOR CURB CUT SPILLWAY. � F9 9r � ICV 233 / •� 8. EXISTING SD SYSTEM CONNECTS TO EXISTING WATER UALITY FACILITY ' 3" HI I F 6 A; 28 ONEASTSIDEOFDURHAMELEMENTARYSCHOOL. SEEQINSERTONSHEET OREGON i _ _ CONNECT TO EXIST. CB C5.3 FOR APPROXIMATE LOCATION. OWNER TO CLEAR BRUSH AND y PROVIDE CURB CUT AND IE (12 OUT)=154.75f RESTORE VEGETATION IN WATER QUALITY SWALE PER CWS DESIGN AND 9 �H. ra 70° P SPILLWAY TO CONVEY O CO IE 12"NEW IN =155.0 / ��// NQS i I-- \ O PROVIDE CURB CUT AND - � { ) CONSTRUCTION STANDARDS APPENDIX A {PLANTING REQUIREMENTS} AS R, c�P SPILLWAY TO CONVEY RUN-OFF FROM PARKING LOT �, / DEFINED FORA WATER QUALITY VEGETATED SWALE. RUN-OFF FROM PARKING LOT TO WATER QUALITY FACILITY •4° ■ SB I EXPIRATION DATE 12/31/201 I 67 LF-8"SD I °° ��_ ^-\�, IE=161.0 /" - '�� 054°13 9. FOR DRAINAGE WITHIN COVERED PLAY AREA SEE ARCHITECTURAL PLANS. AT 2% � `, TO WATER QUALITY FACILITY �j' � � C � � - 507 4 7 I 4 " AT 0 F-8 5D IE=161.2 • ��0,-,,,,_.�� . .ems �i 10 ("D � D o• °°1 4' �' m� L t D '` oc10. COORDINATE STORM DRAIN LINE INSTALLATION WITH ELECTRICAL LINE TO N TRANSFORMER. PROVIDE 12" MINIMUM VERTICAL CLEARANCE BETWEEN ~• STORM AND ELECTRICAL LINES. IF STORM ABOVE ELECTRICAL LINE ��U / / \} ,� { �2sQ ENCASE STORM DRAIN POPE IN CONCRETE FOR LENGTH OF CROSSING w ;,, j � `�"�- / AND TO NEAREST JOINT ON EITHER SIDE. W _ 102 LF-12 SD / \ �5D SD SD SD w w v w , W W W W -*Al* AT a 5% 11. INSTALL BLACKWATER VALVE AS SPECIFIED ON FOUNDATION DRAIN _ w W W W _ w 'ir SYSTEM. (f) I \ W W W W .Y W •Y W w OV 2 c<-0 1 cV(3) L L.LJ < E8 \ IW W . ��a" OUT 159.5 IE (OUT)-155.5 R.>. a) N 128992.38 °" 41/0 , w co E 325765.44 W ° = W 10" W fI i W �W .. , W ai W %,,I }, - W R -•� UTILITY LABEL LEGEND = _.,,. 9 W •W W W W �Ja ,r+i 'ti N9 12's, �, 1 D ,m,---,- ------ 39" STRUCTURE LABEL Q) = i W W 5 5�� '°s� �/ 6esck � 0U 8 CCS !� 12 • titin ?- UTILITY TYPE (SD=STORM DRAINAGE) �`< 1 y� WATER QUALITY FACILITY #1 0 07" , so\\. 8 STRUCTURE TYPE CALLOUT 4 LF-6 �, / TOP OF FREEBOARD = 160.0 MPto AT 2.0% %��' TOP OF WATER SURFACE = 159.5 4.04.. .zir o ID NUMBER (WHERE APPLICABLE) .1 z"" D D 10" / BOTTOM OF FACILITY = 159.0 1 I O 67 LF-0 SD .; I 12 5 AT 0.7% PROVIDE CURB CUT AND \. °6" ,. • XX XX--XX ♦, �� .P "- - I O SPILLWAY TO CONVEY ti2'S'6' X+XX.X RT X.X' -LOCATION (WHERE APPLICABLE) V �+ Q �,� RUN-OFF FROM DRIVEWAY TO , -0�0 • " ''. - RIM= 8"I - zo'~ WATER QUALITY FACILITY - 12 5 / Q IE IN = XX.X -STRUCTURE INFO (WHERE APPLICABLE) Cn IE-160.7 07 e o IE OUT = XX.X Q V I 3 ' .a.0 3 ° ��1 8" �' PIPE LABEL O 0(13 vf or c) Lil " a UTILITY LENGTH ct (n E �t r 0 11/ i ' °; UTILITY SIZE C E .t N � ' 1�' `° UTILITY TYPE a--� L h 73 co o 07�• .1 1N _ I o� `., , nix .„ W XXLF - XX" XX tiTo ' _ O 1 ) ;/y' o �R Jr . o �o AT X.XX% C/) 16 EA DRAIN 1 NG r CO L O vi = 163.40 " � in • GPS`' 1§ Ln I SLOPE (WHERE APPLICABLE) O OUT = 161.1 (4" S) or, _ 1`' - Q co I- I ....---(3- I 13 NGo STRUCTURE TYPE =156.19 SCJ 08" CALLOUT SYMBOL W)=157.97I DESCRIPTION DETAIL REF. NE)=155.99 7- CB CATCH BASIN 2 C8.1 I----- GPS' id 1 CO CLEANOUT C8.1 4111 40 • i AllippPr , \ . . , _ OV OVERFLOW INLET Ggl Illir SD STORM DRAIN LINE 2 2 "' lt, MH STORM DRAIN MH C8.1 v 00 OF OUTFALL .. : -' ,H 1 L• - .. - 'F TD TRENCH DRAIN i.•r:e♦• is.i::. r. .' ♦'. r`wi� a`r i •'s.�a«a ,•aie i�•��'si, .'."a w�i..:f•Iaa •i •'.'.. .i•`. !..••:::K.II ■.:rY••.a ra •r•••«i� a::%:::b1� `Ya•••��i:'r.•.•ii.•:-i"a'ri•��• 73 . . '•.' " .. �. r. mor "jt . •rr - . • eS'.•. .r:'r:::*x4 �-♦'.Y':': 'wLric•, y r$.,•Iia rars'4•. -:- ' • • St . . _ =:'-:s r •'•:a•.•:.. s ; •. �:_:I • : WYE WYE CONNECTION � ,::.:::Y• `::::;: fYP : fh .. y\ • .->•:,,•) a:•ti•r'i:Ii,•.:,;..i••..- * ,.., iV1- i':*''''`';':.:.:.:'`‘:.:•X''''':*:::.:.:.;-'-..--' wr ,4 •a•,.:..• O FACILITY ':: ,:ii:, y ia.i.»i:• •'•••i •.. i••''fr .•{ C•. : ::; ,, ~-a- riP. FDCO FOUNDATION DRAIN CLEANOUT,,•,, , ' r �.• s.: -rr..4 s . .r. .. . ;a,..,; . .;, 8.1 cs4 a.' a•Lf %•ya .•r :♦"s; ..+•T'.'• .-:as#'.a•.•.•.r.•••.•.'r. . . ACCESSROAQ .0 ♦• ' 1. • arr} •,at-Ia Ia�•Mi • .'r 1 •-. ...a._•; ,: _,F. _ % •aa ♦ a . - EXST. LINE TO o MARK DATE DESCRIPTION ~'• a ' p ismillisio .fe,x. .;xi . : ..A-: �,ec•. : xr�z, aL, i' • •i-'•• r..� e'r'Si. ; •i Yt••r i ; • .6• WO FACILITY Issued: 8/28/2017 0.1 APPROXIMATE LOCATION OF W FACLILITY FOR ACCESS ROAD i Q Scale: AS NOTED Q SCALE. NTS U L a) a) 0 I E o O o 70 in CCopyright 16013 0 1 1 Q PERMIT SET o � o CD PLAN SCALE 1 INCH = 2Q FErrSTORMDRAINAGE - n � i- o�� EAST ` CNI Cry 20 0 20 40 aim i o C 5 • 3 Wow 50 1 40 I 30 1 20 1 10 I 0 I 50 I 40 1 30 1 20 1 10 1 0 6 6 BORA .,, . , , . 01I INFILTRATOR STORMFILTER DESIGN NOTES Architects, Inc. Bora • INFILTRATOR STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES, THE ton, Suite 800 720 SW Washing i I p � _ STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). Portland, Oregon 97205 r1 W 4 ® Gd 1,� lig { 503.226. 1575 Fly I � 048"MANHOLE INFILTRATOR STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS I I f __ .— _ __ __ __ _ -- _ STRUCTURE IS REQUIRED, }I - 1:11 I I SELECTION I CARTRIDGE.liali:' O �,I1 - I I CARTRIbGE HEIGHT 27" 18" LOW DROP II RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' I EXISTING I IIr I _ SPECIFIC FLOW RATE(gpm/sf) 2 gpm/ft2 1 gpm/ft2 2 gpmlft2 1 gpm/ft2 2 gpm/ft2 1 gpmlft2 I– CARTRIDGE FLOW RATE(gpm) 22.5 11.25 15 7.5 10 5 lq:Iff,:,..0., BUII DINGi• Er '� I A �I �.I 1 'I II_: an t I I I i R I r. . r..1 I F v Ii TOP SLAB SEE FRAME ANDS f ' 111 SW Fifth Ave,, Suite 2500 I II -� COVER DETAIL Portland, OR 97204 ( I ❑ I w • a� ,` • , 0: 503.227.3251 I I �._ I I '�� ' • rf F: 503.274.4681 I EXIST]NG I I 1 1A www.kDffcam `` A .5 BUILDING I ----T�—� 1 ♦ O - 5 . , li OPTIONAL RD I I / ... -.• t., [' FLOW — ;�,� OUTLET I — 61 I 1 ` * • \40 I s I I y .4., ill INLET or 48" I.D. MANHOLE . I �I '� al* z � STRUCTURE (58")O i i . t M PLAN VIEW - tin `7` /- �-- I TOP SLAB NOT SHOWN y ,., \•.---+j) I \\---.___®;H---"N c0DPROFFS FRAME AND COVER IQuuFnEp v.W EE, 72303 PLAYGROUND EQUIPMENT i CONTRACTOR TO GROUT FINISHER RAT 4�1� c — 6,1 i �. OREGON _ /Fn GRADE 1- "4H• 13 'L Q • } 159 -- -- RING/RISERS I' ''' 'I i S'' 4`4,-..;47" - 1]7 I , �,� i ' ' r. 1$154 •..' .. .'I'••'• I' I EXPIRATION DATE: 12/31/ I ,,.. �3 SPLASH GUARD '„ 1 . , 4 A, i 0 0 . , . PVC STANDPIPE STEP STORMFILTER 4 § � 7-CARTRIDGE or -1�t-4 ... ......-..1 I . - - F.'.' a1 r EL Q Q • Q • 4,695 SQ. FT. • ['.-.''1 _ T _. _. z E I I. . .y1 • 0 1.-,-,-1 INLET PIPE ? loppow(-. • • I cu •rogrI a I .`J. I i. `W .V4—• ° III•. � I � � , — roo40 I PERFORATED ❑ c I I< , Z I. -1 ; a MANHOLE SECTIONS a_ m cc O Q r ; E6 1 O (DRYWELL)� ❑ ❑ U a) I - co H { 0 � Z r �_ � O_ � C I r + � "' UHW ` r CLI7LJ_ 3,462 SQ. FT. { Q w J ~ o 0 0 CII) I. Z J. -z, � � r � � z � O J ;' O XISTING • W i = O BASE SUMP A5 DESIGNED � 0 i z_ --7 - } `�1- BY ENGINEER OF RECORD a Li) -._. ' ib r• � w w Lull .... - ' - -- ' - , .. r I , ' PLAYFIELD s i (NOT SHOWN) a ❑ w 0 . x • +r CO 3,462 SQ. FT. I: , .1 SECTION A-A •� 163 I ` i :' 1 �1 I GENERAL NOTES . :1,. . , ti� I- 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. Y `' ,ry r-01,s 1 ., 2. DIMENSIONS MARKED WITH ( )ARE REFERENCE DIMENSIONS- ACTUAL DIMENSIONS MAY VARY. O 3 3 I Z • - _. 3, FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS 3 �� I cu A `^� Q a LLC REPRESENTATIVE. www.ContechES.com O , I • 4 INFILTRATOR STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN 3,195 SQ. FT. . . � � la �� THIS DRAWING. 11 I- - -�I 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT, OR BELOW,THEi I-.-.-.{ OUTLET PIPE INVERT ELEVATION, ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO . N —J • M306 AND BE CAST WITH THE CONTECH LOGO. i--� -C r allir ;VAr-rY •�,� , ii 3 6, FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW,AND SELF CLEANING, RADIAL MEDIA DEPTH SHALL C .y a BE 7 INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 2,00o SQ. FT. co ' 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). Ca Cl ix / / fl } I--- . 0 d -,,n,, .- INSTALLATION NOTES • T ��rLn� ' 1. ANY SUB BASE, BACKFILL DEPTH,AND/OR ANTI FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE an _, �j/ `~ ry,�� SPECIFIED BY ENGINEER OF RECORD. I. 7?,� 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE 2,000 SQ. FT. `) XISTING STORM DRAIN LINE -- a. ' (LIFTING CLUTCHES PROVIDED). �45) C3)(13 (� ri FIELD VERIFY LOCATION. 0 r h 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. . �^ �� ' 4. CONTRACTOR TO PROVIDE, INSTALL,AND GROUT INLET PIPE(S). ` �'��, 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. ' 1,260 SQ. FT. ;; ; � 4 ._ -_ /� / /.% F// it -�' ,,Y' -. — Prrr 4 . ��j CONTECH STORMFILTER IS G CLEANOUT _ it — x No ry NHOLE DETAIL TIN CL A T _ ll ;� 481NMA ' '1 /5,580 SQ. FT. SCALE: NTS `Li I EXISTING DURHAMpir I v94\11.:'.:, F �''' 21�c�6 •, ELEMENTARY Y N, .1 SCHOOL BUILDING 925 SQ. FT. rA4. D : I ' P. , „. _ .. ARDS i_ric1 . .' , f7 AREA 2 If _ ;f, 2 v_ r � a �iSHEET LEGEND Z 1 • w 4,031 SQ. FT. F - �� ,-� �,,� � .- ,. y ti, " r 0 0 0 0 CHAIN LINK FENCE ROOF AREAS TREATED l'°} _ .1 0 ;r EW WATER QUALITY MANHOLEall MP _ o�� SD SD STORM DRAIN LINE �' • 2 18" CARTRIDGES E .- �� I EX. CONTOUR MINOR cn w -�– MODEL: CONTECH SFIN-MH48 s; � �` `:� P I 150 EX. CONTOUR MAJOR EXISTING CLEA i "' �s�`' ti a VEGETATED SWALE AREA `i' zSss WATER SERVICES 36" — — — _ to •'. 148 _ l JJ G AVEL v - - z v -- t� - : . _.„_,: . ;.�.,�;,�; - sir - - - - �. ._,: . -�. PRAYFIELDEDGEROADWAY A DESCRIPTION STORM LINE MARK DATE 0 �3 a`.- a - - r _ - _ r o s� I _ O n r • r r w . {46 r` - PROPERTY LINE " ZJ3 — SD SD D SD �z SD SD SD SD • z4g 4thD Issued. 8/28/2017 0 J '� 351 a_ :. Scale: AS NOTED i '.< FIELD VERIFY CONNECTION T* EXISTING CLEAN WATER SERVICES STORM DRAIN LINE. +'' a)C - .-_-- _. -..._- Q 150 • 14 E O 0 ,_ 0 o c Copyright 16013 I a 1 �, cn co PERMIT SET o � o o SCALE 1 INCH = 40 FEET DURHAM ELEMENTARY Q 6 '- ' 1: Ct i WATER QUALITY PLAN \�; 40 0 40 80 U 1— „.---” O -0C—V O C5 • 4 `,= I 50 I 40 1 30 I 20 I 10 I 0 1 I 50 I 40 I 30 I 20 I 10 I 0 6 6 B3RA / / 6IVI.VL II ,� Bora Architects,22 V Inc.11�161.81 T' - 720 SW Washington, Suite ite 800 • -`1� / / -HIGH DENSITY JUTE OR Portland, Oregon 97205` 7 � / MIN- FREEBOARD COCONUT MATTING 503.226.1575 s -� 1 161 _ \ - wWwWw w \,,, wW w r ) .$• L .. www /w �,_15U .i. d. v. ., _' _ 159.± w N 128994.84 / ¢-/ . r w - _ Yi _ _ - 16C. - - _ - - - 4- -1-. - 4- +- I I .r w w\ w yW W W w w W w W . w W W * w - J_ SO E 325847.07-- „.•- '‘ 25847.07 w w W w w w w W w *y-4. w W w w w- � w W w W W w W * W w /W W w Gw W ' �W • OVERFLOW TO- CONVEYANCE. MAINTAIN j. MAXIMUM LINEAR SEPARATION FROM ALL STORM INFLOW POINTS , I` -3:1 (H:V) MAXIMUM SLOPE �h - WWW.bora.CO ffi SD ,., . -N 128994.23 ' w� W w w w W w W7 w \s \ IVF // w W W w w w w 4.- w W W w W / • 'IP Igr 1I � t � ..wwWE 325758.40w W 'co w J w * w� W W ww w w w w w w :y w �� w w W w . 7 9 w w w WWW W W W L W W W W w r4 W W w W w w r �- ' ► f /n\ ` ,• 010/ 7I V =1II IIJ4IF. -)II.I{ -RIM-159.0rt ,_ W w w w w w w w w w /W w W�W w0 w W w w W Wei rw w w W w w w II - ! ` /' °41 1, _= . I, '!( I/ ? --,---111--- I- II I 50 I 40 1 30 I 20 I 10 I 0 6 6 BORA Bora Architects, Inc. / ` , Sof SHEET NOTES 720 SW Washington, Suite 800 �, `� Portland, Oregon 97205 o, °�� oy �sr"D""1 1. SURVEY SHOWN IS BASED ON 2017 SURVEY PREPARED BY KPFF. FIELD 503.226.1575 °Ho VERIFY UTILITY LINE LOCATIONS AND DEPTH PRIOR TO CONSTRUCTION. - / 0 yG °ji� . - °tip 2. RIM ELEVATIONS SHOWN FOR REFERENCE ONLY. COORDINATE WITH GRADING www.bora.co - PLAN PRIOR TO CONSTRUCTION. - _ - - - - - - °H� \ '. ')& • - - 3. COORDINATE PLUMBING CONNECTION IE AND POINT OF CONNECTION WITH \ - PLUMBING PLANS PRIOR TO CONSTRUCTION. ptit 3ryU - - 4. FOR SITE LIGHTING AND ELECTRICAL SERVICE, SEE ELECTRICAL PLANS. 1q3lifilf °�J SW DURHAM ROAD _ °yti N °y� 5. COORDINATE NATURAL GAS SERVICE WITH NW NATURAL AND PLUMBING in 1 T - --- - U - - PLANS. u ,r, 1 p� 111 SW Fifth Ave., Suite 2500 _ _ 12 SD 12 % \ 12"S,V / /12"SD 12"5Q G12"SD 12"SD 12"SD 12"SD 12-SD " D 12-SD U RIGHT 1 y 12"SD X NOTES i I 11` KEY Portland,OR 97204 ,�-y 1.._ S � __ °F: 503 274 4681 'W 12. F'a'd L'-, YOUR SEE WATER ` • BEGIN TURN www.kpffcom EXIST. FIRE .w 12"W12 12"W ,Otto 32' 12"w W'w 12"w �ti 1 'W '�#+u5 HYDRANT ASSEMBLY ` �`' oR q 4 a R n BB SYSTEMS LAYOUT1. CONNECT TO EXISTING 2" WATER METER. FIELD VERIFY "�a A. ��/ SEE ISOLATION VALVE LAYOUT �� o a SHEET C6.1 3 T SB 5 SHEET C6.1 _ -s- - ! _ 1 . ^ ' O _ N _ -GV \\N"---...„,,..„....,____57 SERVICE TO EXISTING DURHAM EDUCATION CENTER AND_ _ �//� / _ � : ,,w, LREFEED FROM NEW 2 4" LINE DOWNSTREAM OF METER. x 1� 11 LF - 2 W fNEW R.O.W. LINE 1 - 90 DEGREE BEND 7 n eICV .�. PROVIDE ISOLATION VALVES AT BRANCH CONNECTION tea: 1 B - 4121117- _ _ f R - I r. L .•-E , _ TO THE NEW AND EXISTING BUILDING TO ALLOW FOR AC� \r ° � ow \,_ m. •, - '- + ISOLATION OF THE LINES FOR FUTURE MAINTENANCE �,dI1 - 7 W W W W / We\ W W I W- �_ I (_ ,. 3r ( C NEEDS (SEE DETAIL 1/C6.0). COORDINATE CONNECTION 1 , • �i / ;� `:� / TO EX. 2" METER WITH CITY OF TIGARD PUBLIC WORKS © PRIOR TO CONSTRUCTION AND INSTALL EXPANDER TO �440� 30" 175 LF 2 WATER LINE 0 I 3 15.• PROPOS • ED INCREASE WATER LINE SIZE FROM 2" AT THE METER TO •i'� " I \ - IWA SEMEN o " , • � o 1 - TEE16 7i 71611•11 milt Ell ' / Ecs: tii,,,.\m ( it 2 SERVICE LINE ON-SITE. o 7 47 LF 4 FP 3 - - 2. EX. TREE TO REMAIN. FIELD VERIFY ROOTS OF EX. TREE 0 ' II ! 0 I I 6 I �" I I / AND ADJUST NEW WATER LINE LAYOUT TO PROTECT c 11 I l [ Il 1 cg 1, i TREE. 38 LF 2 FP v 32 LF 4 FP x �y� 1 RDr� N- - - 4--- - - - 1 i \ 1 r ` - 4 3. PROVIDE NEW PUBLIC FIRE HYDRANT ASSEMBLY (SEE QED I k �` `' DETAIL 5 C8: / .3 . CONNECT TO EX. 12" WATER LINE INJ RD / )010" _// //// / . // // / ` // D A „ DURHAM ROAD (FIELD VERIFY LOCATION PRIOR TO / 23E \Fe �� a 0,c2i Y2 W it /iINSTALLATION). MAXDISTANCEFROMCENTEROF6 �,�� / • % �~ -- „ I HYDRANT TO FACE OF CURB SHALL BE 15' AS "tom �'�' `L� '��"oy 1 / \ - I 4 FP 1 I INDICATED. COORDINATES ARE PROVIDED FOR OREGON '11 Ar + o ��G / HISTORIC DURHAM CENTER / ~ I ►\ �j REFERENCE BUT FIELD VERIFY 15 PRIOR TO "EN. 1310`' 03 v _ 6 \ L �„ ,1 / 1 I 1 ,�� INSTALLATION. 9`�"R. CB b.Ne ; 1 / �s� + I �1 , z \ 4. WET TAP NEW 4" FIRE PROTECTION LINE TO EX. 81 EXPIRATION DATE 12/31/TOa G 0 �' ��..... / /� I - - _11-- .=,,, \ / I I PUBLIC WATER LINE. COORDINATE CONNECTION AND TAP 11 ' WITH CITY OF TIGARD PUBLIC WORKS DEPARTMENT 4 ' , j 0 / _W t� mi ] PRIOR TO CONSTRUCTION. INSTALL 4" GV AT TEE 4 /////////////� I 1 ~11 1 ] F - - -^ . - INTERSECTION AND ON 8" LINE TO ALLOW FOR r 7 1 / 1 I - ISOLATION OF NEW FIRE SERVICE CONNECTION. / / �, / / I I m 5. COORDINATES ARE PROVIDED TO CENTER OF RD / / i 1 I i I I I \\\ STRUCTURE. 1 % I01 I ISD S) IC S� D 6. POST INDICATOR VALVE TO BE INSTALLED ON FIRE LINE. / 022" r 1 / h 1 ' E / / / I 1 1 I j I FIELD VERIFY LOCATION AND PIV SHALL BE LOCATED L•• / la`_''. •It { /////////////////�// i11 fl T�L I OUTSIDE OF WALKWAY. INSTALL PIV PER DETAIL 7/C8.3. / ,,, qii 1 - �- li •` j I b o I_! 7. SEE PLUMBING FOR CONTINUATION. VERIFY POINT OF 4 0 \ I `n a CONNECTION AND INVERT ELEVATION WITH PLUMBING .. ° ! I fPLANS PRIOR TO CONSTRUCTION. i !� r/A j / 1, 4 j [ 1 W RD / II 1'© 8. GREASE INTERCEPTOR - SEE PLUMBING PLANS FOR ' moi er0 014" INSTALL TELECOM VAULT. I _ I LAYOUT. �+ ,1 ? r J I _ il A 9. ELECTRICAL AND WATER LINE CROSSING. COORDINATE C 4 2-STORY WOOD ,� f° i- - UTILITY CROSSING AND DEFLECT WATER LINE BELOW / 8c CONCRETE r E '■' i1 Z BUILDING �Yr iY/ j , , - 1 ELECTRIC LINE. O e T '- ' - 1 I� IV / 1 "i �/ 10. CONNECT SAMPLING PORT LINE TO SS LINE V I, G / (COORDINATE WITH PLUMBING PLANS). .� i. / I I I GREASE INTERCEPTOR- o J ' RD f +- ' 1 11. FIELD VERIFY SS LINE AT NEW MANHOLE STRUCTURE. IF w N 128923.14 Q •- w W O I 711 IID E 325656.97 IE OF 6 LINE FROM BUILDING IS GREATER THAN 12 ❑ M / rg . W + ��_ f I ABOVE IE OF EX. SS LINE IN STRUCTURE, INSTALL i , y, _ f0 3 J ` I ! w �� If „ 12's DOWN TURNED ELBOW. 3 O Ca O I I 06" SS CONNECTION SAMPLING PORT 10 - I_ IE=1s1.83Y e SHEET LEGEND cn / �- I W W I N 128895.56 E N / -/ E 325515.55 r /�,, N /� I ;I I 1 �% OW" I EXISTING PROPOSED +_• / 026' �� ,. +� / .' - - - - - - / . E _. ...,'45: -4- 73 co 2 ,.... - RD 1I 1jU`D SD "ci9 ' _ � r--"" FIRE HYDRANT HB / ;�� I --"um 29 LF - 6 SS AT I jl!1iff I �: FIRE DEPT CONNECTION /////// / -._- �r I 1� 1/11 '' �, '�� 15.00' PROPOSED /// �/ I Wu� - SS SS SANITARY LINE SS SS c) CO ) co ( i S J I ,N 1 SP � D SD � u, 1 WATER EASEMENT -_ 0 .i ®- �'s I I I J. - •• r��; SANITARY MANHOLE , ,0 c) ' - L wyr -._.S_�.. ,,,amu._ 8.,55 - `k,• ��` ' �� e�. G a� 0 0 0 0 0 W - - P Ci co H - V0* SA : °, �, 4 ,.'40T , a 5 s 7 a n s - I ' --. : l I I J � ---<e''° W W WATER MAIN W W _�� a SSMH MH-1 - - --- - -- r 8"SS - _ I _� r �- �- "�--` � or. IE IN=160.1 (8" EX. W) Va" - - - 8"ss EXIST. FIRE_ ]c ' "\ THRUST BLOCK. .J INSTALL TELECOM VAULT. 5� co EXIST. 10' WIDE ,� ~ '� IE IN=160.1 (6" N) \ REFER TO ELECTRICAL PLANS. ! HYDRANT ASSEMBLY '� / r /Gv 08" ,,, SANITARY SEWER - 6 - 4 - IE OUT-159.9 8" EX. E - - 8'�S C 8 s ,w - ( ) i qi.i � ��,c, } GATE VALVE ri EASEMENT '3 . . \ ' • 'ss- N 128869.69 6.\ i. ► •-" 6''S - 6"SS 6.. _- 41, ~- / E 325514.00 s"s �ry� ! jam r J 6"5' /� 6"Ss SS RQ�� 1� I . .. /''r ' POST INDICATOR VALVE (PIV) 04 . .t. -._ / \ _ 1 L� • .------t- 3 -- .. 1 WATER QUALITY AREA .� W Jr W -i - ifit rr -0 6 er-mdiglir 7\,,'• .z 07" 15.000 1-1-1 ' PROPOSED He \ I POINT OF PROP. UTILITY \ °7SANITARY SEER EASEMENT 2 23" 0 cr w \ yi RECOMMECTION TO EXIST. �� f•B \\ / 4 --,n 4. I o- 0 1 o o . m .o B BUILDING/COVERED AREA r 1- -- '6 Q \ 4. / cr, ` \ 1 ,j4, f �.111 - \ / I - EXIST. FIRE HYDRANT ►4 0 \ / of ASSEMBLY IN PLANTER r \ I ( �A An ti I -.. o MARK DATE DESCRIPTION o o - l / N 7 Issued: 8/28/2017 F- 0 Scale: AS NOTED 0 / 0 A ADDENDUM 1 09 22/2017 0 w c w 0 I o �- o L- 0 7C 0 Copyright 16013 I c r E PERMIT SET I a 0 r` o -- Q ri) SCALE 1 INCH = 20 FEET UTILITY PLAN -' WEST 20 s `L � j�l c� 20 0 20 40 jc ' U O a) N• _._,O2 -6 0 d' C6 . O 1 I 50 1 40 I 30 1 20 I 10 I 0 1 I 50 1 40 I 30 1 20 I 10 I 0 I 6MI ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ M-■ ■ ■ ■ ■ ■ ■ '`■-u6 ■ HU ■ 11 l H °��If °yG BORA M 'SD 12"SD 12"SD 12"SD 12"SD 12"SD + 12'SD 12"SD 12"SD 12"SD - 12"SD 12"SD _ -0/.4y"SD 12 SD \ ° —IIIBora Architects, Inc. _ 720 SW Washington, Suite 800 ■ 3 °yc, ■ Portland, Oregon 97205 N _� °yU 503.226.1575 _ ■ www.bora.co ■ - - 8HC \ RG1 T TFN I 12"W 12"W 12"W 12' o 12"W 12"W 12"W a III 12"w 12"W 12"W 12"W 12" A 'I 12"W 12"W 12"w 1-11-1&.carri-p_.5. Ith 99 / ■ killPff iI EVIT I ■ 111 SW Fifth Ave.,Suite 2500 O INSTALL FHA �\ 3 N 129110.51 "' ---\z"_y_�_� 3 Portland,OR 97204 ■ �"* [E] ■ 0: 503.227.3251 E 325653.14 ` ../ �\\ {El [ElF: 503.274.46$1 ■ ■ www.koff.com 5 CV 5 - - - - - - - - - - - - — - _ ,—I ■ NCO 13 LF 1 rIRR 4" DOUBLE CHECK ASSEMBLY ON FIRE 1 C \V/ I. ___ — -PROTECTION LINE PER CITY OF TIGARD C: 30 ■ INSTALL FDC STD DETAIL 532 ENCLOSURE IS UTILITY 111 VAULT R.O.W. LINE DOWNSTREAM OF DCA VAULT 577-WA AND ENCLOSURE IS LOCATED BELOW GRADE. , .m - - ._ — - - _ - --� - - -N 129066.38 - -- — — — — — ■ E 325641.02 �' ■ 2 )i" WATER LINE ■ 1 1/2 " CURB VALVE 1 " IRRIGATION ^ 1111 WATER METER m OII 1 r IRRIGATION DOUBLE ti I 1 W W W W .. N 129086.38 co0ED PROFfS CHECK VALVE ASSEMBLY '' �� °° E 325691.49 O ;' Ill �� N FF sloy2 lei" x 1h" TEE TO IRRIGATION SERVICE 10° `` 72303 9r ■ N 129090.07 4 M �i,,, III .. E 325635.37 * 1 , l. ._`- 0 __ �/-11 SEE LANDSCAPE FOR 7, 'm I � m � � �� f ■ r I CONTINUATION ■ N. 16 I ` I y9`\\\ REGONJ„OREGON ■ r I I FP FP FP —►f 11' . �'w R. CH P�� M (i) 2 1/2 " GATE VALVE (TYP.) 3 \I” —— — _ J EXPIRATION DATE: 12!3Vsov I m 4 ■ a. 1- 90 DEGREE BEND C.�3 u 111 X15' PROPOSED WATER EASEMENT III ■ 1 - TB N_ i ■ 4 FIRE PROTECTION LINE ; 'U 111 . . 111111111111 . . . J18. . . . . .11111MW ■ M ' ■ ■ ■ ■ ■ ■ ■ ■ 1■ .1 .1111/111 . 111 ■ ■ ■ . . . ., IV WATER SYSTEMS LAYOUT L 4� SCALE: HORZ: 1" = 5' 41.J C a) 0 C 0 • ■�M\■ ■h, ■N . ■ ■ ■-■�•_.R i .=■ ■ ■ ■ ■ ■ ■ ■ ■ ca oy77 ,. N ■ G ■ o EXST. 2" WATER METER 0 co 3 ■ ■ G. �G (FIELD' VERIFY LOCATION) 3 0 O c. . CV r Ci E - 1 Y44 ■ GN ■ 0 INSTALL NEW 2 " \ SERVICE UNE_ — — — — — , — — — — — — — DOWNSTREAM OF METER. INSTALL GATE VALVE FOR CO M0 a) ■ °s oy ISOLATION OF BUILDINGS. ■ _ Qi- 0) CO ■ 4k .. w w w w w _ ■ vyG ■ lir N \, / . ■ _ _____ II .74 q94-/---------N II FIELD VERIFY EXST. WATER SERVICE TO DURHAM CENTER II ■ FROM METER AND REFEED % 2 ■ � FROM NEW 2 " UNE. 1112 u / \ N to II /di , oy ' °• y ■ , "' ' / \ cr ■ ■ J �. / N % ° / 0 yG I o1 ■ tiG 0 ■ . ■ ■;■ ■ ■ �i ■ ■ ■ ■ r ■ ■ ■ ■ �■ ■ ■ ■ ■ ■ ■ ■ ■ U 1 o MARK DATE DESCRIPTION 0 ISOLATION VALVE LAYOUT 0 SCALE: HORZ: 1" = 5' Issued: 8/28/2017 i Scale: AS NOTED 0 a U O C O U I E p D L O o c1 Copyright 16013 a5; 1 m PERMIT SET 1 a O o LARGEMENTS oc6211 N . a UTILITY PLAN - o�� Qi- EN cNi Cid U r / O N Z O II I 50 I 40 I 30 I 20 I 10 I 0 f 50 1 40 1 30 1 20 I 10 I 0 I 6 6 BORA INSPECTION FREQUENCY: Bora Architects, Inc. DIJRHAm EDIJCATION cENTER 720 SW Washington, Suite 800 SITE CONDITION Portland, Oregon 97205 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, 503.226.1575 INCLUDING RUNOFF FROM SNOWMELT, , .... `'�'' `--'_ IS OCCURRING. EROSION AND SEDIMENT CONTROL PLANS s I - L" www.bora"CO 2. PRIOR TO THE SITE BECOMING ONCE TO ENSURE THAT EROSION AND INACTIVE OR IN ANTICIPATION OF SEDIMENT CONTROL MEASURES ARE IN _ 1 ,,�,,,� SITE INACCESSIBILITY. WORKING ORDER. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING THE SITE. TIGARD , .OREGON . PROJECT SITE 1q3ff 3. INACTIVE PERIODS GREATER THAN ONCE EVERY TWO (2) WEEKS. ;�,,, s;,,,,., I€ t I I E *--- ''' SEVEN (7) CONSECUTIVEDEQ PERMIT # TBD +� g , \_. """"" i.„..., CALENDAR DAYS. . i1° __ �/� 4 � �' 111 SW Fifth Ave., Suite 2500 '�L• Portland, OR 97204 4. PERIODS DURING WHICH THE SITE IF PRACTICAL, INSPECTIONS MUST x 0: 503.227.3251 IS INACCESSIBLE DUE TO OCCUR DAILY AT A RELEVANT AND "" F: 503.274.4681 DEO ESCP NOTES .: } " INCLEMENT WEATHER. ACCESSIBLE DISCHARGE POINT OR www.kvff.corn DOWNSTREAM LOCATION. ' h , '' �f „� 5 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT 24. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE ,,....-- * Ij INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND GROUND DURING WET WEATHER. (SCHEDULE A.7.A.I) a * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ'S 1200-C PERMIT '' CONSTRUCTION LIMITS. (SCHEDULE A.8.C.I.(3)) ��,, «d _ a � � M s r 3 REQUIREMENTS. - 25. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ! ,t S-W✓Y * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.1) t =_ -`. REQUIREMENTS. -Jr * CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT 26. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES FORM OF AN ACTION PLAN AS REQUIRED. REQUIREMENTS. TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE VICINITY MAPCt., 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON A.9.C.II) SCALE: NTS THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF 27. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS CONSTRUCTION SITE OR AT ANOTHER LOCATION. (SCHEDULE B.2.A) CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. r- .� • -•s Is SUPERCEDE REQUIREMENTS OF THIS PLAN. (SCHEDULE - A.9.C.III & IV) �-Ito"- k-�-•---�- 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE a�� ' ' .'f - - CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. 28. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE .l -! �� '�� '(SCHEDULE A 8.A) REMEDIAIED. INVES11GAlE 1HE CAUSE OF 1HE SEDIMENT RELEASE AND IMPLEMENT STEPS11° ' <c0PROFFSc/BMP MATRIX FOR CONSTRUCTION PHASES TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY 44, I `1 _'-�- 4 N F O6. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON ri N -:r e� `` 773+71 �/ y9rREFER TO DEQ GUIDANCE MANUAL FORA COMPREHENSIVE LIST OF AVAILABLE BMP'S. SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS per"'' '';.011. .rpt=_* iirIs: 1., • •- ,_,yDIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.1) e = lat Ii INEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND _ - ,MASS UTILITY FINAL WET WEATHER SEDIMENT CONTROL REGULATIONS. (SCHEDULE A.8.C.11.(1)(C)) 29. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOTa' °- , /Z; -J . OREGON CLEARING GRADING CONSTRUCTION STABILIZATION (OCT. 1 -MAY 31ST) OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP c; :.�" "� :' t �y 'qN. r3 tioow P`� 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS RELEASED SEDIMENTS. (SCHEDULE A.9.B.II) '", '.�m /Nj �O�` EROSION PREVENTION IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. '.�' ,; - R. CHA PRESERVE NATURAL VEGETATION **X (SCHEDULE A.12.C.III) 30. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH __ - i EXPIRATION DATE: 12/31/2017 GROUND COVER LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES ' _1 -. - I 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED CEASFOR 30 DAYS OR MORE. (SCHEDULE A.7.F.I) . +•.*`'0 I DURHAM EDUCATION 4 HYDRAULIC APPLICATIONS INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A 8.C.II.(1)(D)) f '� • - CENTER BLDG ADDITION , 4 PLASTIC SHEETING X X 31. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION MATTING 9. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW ANDA gli _ �`�_: '. DUST CONTROL X X X AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK "• I ¢ -' ' TEMPORARY/PERMANENT SEEDING X X AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.II) I ' BUFFER ZONE **X X X X X THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, - OTHER: ESPECIALLY 1N PERIMETER AREAS. (SCHEDULE A.8.C.I.(1) & (2)) 32. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT iti SEDIMENT CONTROL REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR .i- SEDIMENT FENCE(PERIMETER) X X X X 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY SITE MAP lb RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SOCU SEDIMENT FENCE(INTERIOR) CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.B.III(1) CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS SCALE: NTS � }J STRAW WATTLES X X X X X AND A.7.8.11I(3)) AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCHEDULE A.7.B.II1(2) FILTER BERM AND A.B.C.III) - INLET PROTECTION **X X X X X 11. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST Q) DEWATERING BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE - MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHEDCi SEDIMENT TRAP FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN PROJECT LOCATION: PROPERTY DESCRIPTION: OTHER: INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. EROSION CONTROL SEED MIX DURHAM EDUCATION CENTER TAX LOT: 2S113B000300, 25113600500, 2S113B00401, RUN OFF CONTROL (SCHEDULE A.7.D.I AND A.8.C) 8040 SW DURHAM ROAD 2S113B000200 • 50% PERENNIAL RYEGRASS 0 CONSTRUCTION ENTRANCE X X X X 35%• ANNUAL RYEGRASS TIGARD, OREGON 97224 TOWNSHIP = 2 SOUTH PIPE SLOPE DRAIN 12. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE • 15% CREEPING RED FESCUE WASHINGTON COUNTY, OREGON RANGE = 1 WEST OUTLET PROTECTION X X X X X BEGINNING CONCRETE WORK. (SCHEDULE A.8.C.I.(6)) LATITUDE = 45'40'41.21" N, LONGITUDE = 12276'00.04" W QUARTER OF SECTION 13 U1 SURFACE ROUGHENING WASHINGTON COUNTY, OREGON 13. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL '17 al CHECK DAMS X X X X X DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL OTHER: ROADWAYS. (SCHEDULE A.8.C.II.(2)) NARRATIVE DESCRIPTIONS NOTICE TO EXCAVATORS: DEVELOPER 0 POLLUTION PREVENTION ATTENTION: OREGON LAW REQUIRES YOU PROPER SIGNAGE X X X X X 14. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER EXISTING SITE CONDITIONS OWNER: TIGARD-TUALATIN SCHOOL DISTRICT ""'""' O ca TO FOLLOW RULES ADOPTED BY THE CONTACT: SARAH OAKS - DAY CPM 3 3 HAZ WASTE MGMT X X X X X CONTROLS. (SCHEDULE A.8.C.I.(7)) EXISTING SCHOOL BUILDING WITH PARKING LOT AND OPEN GRASS AREA. OREGON UTILITY NOTIFICATION CENTER. o O SPILL KIT ON-SITE X X X X X THOSE RULES ARE SET FORTH IN OAR SERVICES (OWNER'S REPRESENTATIVE) CC 15. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: 6960 SW SANDBURG ST V W CONCRETE WASHOUT AREA X X X X X DEVELOPED CONDITIONS 952-001-0010 THROUGH OAR TIGARD, OREGON 97223 GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED EXPANSION TO EXISTING SCHOOL INCLUDING AN APPROXIMATE 10,000 952-001-0090. YOU MAY OBTAINN OTHER: ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO PHONE: 503-915-4634 CoO E SQUARE FEET NEW BUILDING AND NEW PARKING LOT. COPIES OF THE RULES BY CALLING THE � N INTERCEPTOR DITCH LAND-DISTURBING ACTIVITIES. (SCHEDULE A 7.D.II.(1) AND A.8.C.I(4)) CENTER. sarah©daycpm.com . L n WHEELWASH X X X X x NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME (NOTE: THE TELEPHONE NUMBER FOR 03 Ci ON TABLE THE OREGON UTILITY NOTIFICATION O 16. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. DRAIN LOADS ON SITE. (SCHEDULE A.7.D.II.(3)) ENGINEERING = • CLEARING - BUILDING PAD, PARKING LOT (OCTOBER 2017 TO CENTER IS (503)-232-1987). o 17. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; DECEMBER 2017). KPFF CONSULTING ENGINEERS -O L,,, C/) 1 RATIONALE STATEMENT VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND • GRADING (JANUARY 2018 TO MARCH 2018) POTENTIAL UNDERGROUND FACILITY OWNERS CONTACT: NALINI CHANDRAN, PE CO = 0 CO MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE • UTILITY INSTALLATION (FEBRUARY 2018 TO JUNE 2018) F/ FIFTH AVENUE, SUITE 2400 A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS • BUILDING FOUNDATIONS AND HARDSCAPE (FEBRUARY 2018 TO JULY Dig , Safely. PORTLAND, OR 97204 i= 0 � - MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. 2418) PHONE: 512-461-5489 - BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND (SCHEDULE A.7.E.1.(2)) Call the Oregon One-Call Center FAX: 503-274-4681 SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC SITE SOIL CLASSIFICATION: 1-800-332-2344 CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE 18. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND HILLSBORO LOAM 3 TO 7% SLOPE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL CONTRACTOR/EMERGENCY INITIAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES RECEIVING WATER BODIES: EMERGENCY TELEPHONE NUMBERS CONTACT AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND FANNO CREEK COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.III.) NW NATURAL GAS NAME: TBD ATTENTION EXCAVATORS: 19. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO TOTAL DISTURBED AREA: M-F 7am-6pm 503-226-4211 Ext.4313 CONTACT: XX OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES AVOID WIND-BLOWN SOIL. (SCHEDULE A 7.B.II) AFTER HOURS 503-226-4211 ADDRESS: XX TOTAL: 1.76 ACRES PGE 503-464-7777 CITY, STATE ZIP ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM PHONE: XXX-XXX-XXXX THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE 20. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW TOTAL SITE AREA: QWEST 1-800-573-1311 CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. CITY BUREAU OF MAINTENANCE 503-823-1700 2 503-246-6699. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN CITY WATER 503-823-4874 2 o ZONE. (SCHEDULE A.9.13.111) VERIZON 2.63 ACRES N VERIZON 1--800-483-1000 0 66 21. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, • PERMITTEES SITE INSPECTOR: FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS 01 NAME: XXXXXX EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, COMPANY/AGENCY: XXXXXX LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION SHEET INDEX C' PHONE: XXXXXX DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE w FAX: XXXXX TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. SHEET SHEET o E-MAIL: XXXXX OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SHEET DESCRIPTION U DESCRIPTION OF EXPERIENCE: XXXXX SPECIFICATIONS. (SCHEDULE A.9.D) NO. TITLE 1 1 C7.0 EROSION AND SEDIMENT CONTROL COVER SHEET o 22. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, 2 C7.1 EROSION AND SEDIMENT CONTROL PLAN - WEST MARK DATE DESCRIPTION o IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE - h DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.13) i 3 C7.2 EROSION AND SEDIMENT CONTROL PLAN - EAST Issued: 8/28/2017 o 23. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR 4 C7.3 EROSION AND SEDIMENT CONTROL DETAILS i_1 OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR Scale: AS NOTED o CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.E.II.(2)) U N C N U I E 0 +- L 0 J 0 Copyright 16013 1 1 oon 1- E PERMIT SET is Q d O EROSION AND SEDEMENT Q N. N ,- 3 ` ..'4 ONTROL COVER SHEET ---Ni m /c0 I.-- o x- ---- / Q ami 6 o 4" C7 • 0 1 50 I 40 I 30 1 20 1 10 1 0 I 50 1 40 1 30 1 20 I 10 I 0 6 6 BORA ,,,_ \ Bora Architects, Inc. �o, 1 SHEET NOTES 720 SW Washington, Suite 800 J oHU �� s 0 ,ti 1. EROSION CONTROL MEASURES SHOWN ARE MINIMUM MEASURES. 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CONCRETE PROVIDE 18"x24" SIGN. www.bora.co WASH AREA 2 EACH FOAM -" -R=(EACH 1 INCH DIAMETE. iF TREE DUMP STRAP - EQUALS 1 FOOT RADII.) nl 3 Ai 9 4- MIN. 1 •-- 1q3iffa 1 17 Il11 400 ii, EXPANSION RESTRAINTIII -1117 1� or: (Y4" NYLON ROPE, I I S-1 I I=_1 I II I I- I I Imo! 11 l i lI I I-==I I I I l I=�I f I--I ! l-I I I- r 2" FLAT WASHERS) '-I 1 I-III-III=1 I 1=1 I i=1 I I-I 5 '-' ' '--'' ' '---�•` ` ' ' '--' 111 SW Fifth Ave., Suite 2500 iv,J. -- ii 4 METAL POST Porttand, OR 97204 0: 503.227.3251 503.274.4681 `4�`��=�! www.kpff.com _ NOTES: 5 DUMP STRAP• ��-��1��w� '��, � , 1. INSTALL A CONCRETE WASH OUT PIT AND A VISIBLE SIGN STATING, "DESIGNATED CONCRETE 5 .''. .........4-,�.•�+��' WASH AREA." LOCATE THE WASH OUT IN A PLACE THAT WILL BE ACCESSIBLE TO CONCRETE ��`�.. , �, TRUCKS SIZE TO THE PROJECT. .,1 6' MIN. �` BAG DETAIL ��` 1" REBAR FOR BAG = 2. PROVIDE 3' X 3' MINIMUM WASHOUT AREA. INCREASES SIZE OR PROVIDE ADDITIONAL p REMOVAL FROM INLET �� 4141,-: ..,s WASHOUTS AS REQUIRED TO ACCOMMODATE PROJECT CONDITIONS. "/"//,',:c7 \ \ 7 7\\ \ \7 7\ \ \7 7\ -;,, y ,.,,`,,; 5,�,VII 3. LOCATE WASHOUTS IN AREAS THAT WILL BE ACCESSIBLE TO CONCRETE TRUCKS. V A \ `\ \// // \/\ / \// /\W '_-••_•v.:haN'i'f` 5yitt "`A+il•':�6 `- r:: _ ?; +%�:�`':+`'�;��:�`=�`A+%�=s`=� - 4. FOR WASHOUTS LOCATED IN AREAS DESIGNATED TO RECEIVE HARDSCAPE, SOLIDS MAY BE REGULAR FLOW % '+ :;•±x;15,,-''; � -i • BURIED IN PLACE. FOR OTHER APPLICATIONS, REMOVE AND DISPOSE OF SOLIDS. SEE NOTE 1,8c2. SILTSACK® :•t=• :.` j \ DUMP STRAP NOTES: <;. 1. INSTALL FENCE AT THE ROOT PROTECTION ZONE OF ALL TREES TO BE PRESERVED. -- ROOT PROTECTION ZONE IS A CIRCULAR AREA AROUND A TREE THAT IS BASED ON THE .0Ep CONCRETE TRUCK WASHOUT DIAMETER OF THE TREE. EACH 1 INCH DIAMETER OF TREE EQUALS 1 FOOT RADIUS FOR SCALE: NTS �� I ss/o THE ROOT PROTECTION ZONE. / /H..,0 cE,PROFf 2. FENCING SHALL BE EITHER: �v� G N FF y-9 •6-FOOT HIGH ORANGE PLASTIC AND BE SECURED TO THE GROUND WITH 8-FOOT A /* <t•'‘ 72303 9 METAL POSTS. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. OR, , \0 � �, o ' _ V . •6-FOOT HIGH CHAIN LINK FENCE WITH METAL POSTS ON CONCRETE BLOCKS. - .'.a 4 ' :.4 '; pREGON 3. FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL REMAIN IN PLACE 4FNG ;. 9e fl.../4 �N. 13 it Ry. UNTIL AFTER CONSTRUCTION IS COMPLETE. \N �• • . /iyjR CHP�O 4116 '-=� a� .,° . Q441: 4'4 0 ANGLE BOTH ENDS OF 4. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN _ _ - • DIAMETER DAMAGED DURING CONSTRUCTION. MAKE A CLEAN STRAIGHT CUT TO REMOVE Z4. ••'%.a\��\\'%. . . 4d a SEDIMENT FENCE TO EXPIRATION DATE: t2/�t/sov \\�\\�,\�\\ ,�11 14•, - ASSURE SOIL IS TRAPPED DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED \\• �\\�\\�Il�llljali��,: e. , ' /� \�11�11:dlidllalli�r� a. °' a `t 4 WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOILS AS SOON AS NOTE: t 4oligI�`, o • ' . -• ' . -- X. f IN 1I. POSSIBLE. DOm �I'�,:r, • 1. NOT USE HIGH I++�'_d" INTERLOCKED 2"X2" POSTS �l ° a FLOW INSERT BAGS. - 5. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF AND ATTACH (SEE TURNED MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ENDS CONNECTION) ALLOWED WITHIN THE LIMITS OF THE FENCING. PLAN VIEW FILTER FABRIC FILTER FABRIC 2"x2" WOOD 6. TREENPROTECTIONCLEARING/GRADING BE INSTALLOED AROUNDEDGE GROUPS OF TREES.CLEARING/GRADING LIMITS, INLET SEDIMENT PROTECTION TOGETHSTITCHED TO POST OR STEEL 3 FORM POST FENCE POST 01111TREE PROTECTION - FENCE SCALE: NTS POCKET 4141 I I . f,111i SCALE: NTS FLOW 36" MIN. ......... VI?IV��I�� m IIIIYN tow= EXISTING GROUND - - EXPOSURE -lib --. u■ nn RE 0 POST -7'' /\/ // //` ``/ / //\/ FILTER /\\\j��%\/\%\/�`/�\%\\/ �,�\\ \4 FABRIC /A//, DETAIL FABRIC a POST POCKET # # U mW I - 6' MAX. H •L Ca FRONT VIEW }' o M MI FILTER-\ , 3 -.&(‘----- FABRIC 3 co 0 Q<2 CULVERT DRAINnp-riBACKFILL 36' V Loll Ct '.-- / SIZED AS REQUIRED M N TRENCH MIN. (f) E ' oQ-`� .,, � TO PASS FLOW ) ,� 6" N '� Q� a :•o� \\\ E = n � � CO o .6 'e [MIN. ♦"� �- D 4,- _I. G 8 4'° ,�� TURNED ENDS _ �p QQ- PG .°a•o0o'oo ...0. �/• �\ = [LL ,.,o:� .°.�oo.Do° °:Oa'�a � GEOTEXTILE END CONNECTIONS =1 ��• 24" `cj .9.z60 '• . .a:°p'o0•�a«�'DD?.°.Qo'..° MIN. � + a o. 0 ...000 M 0 co 00. •0oQ 0.°0.9o.odo Pdp 6" ,\.7,\ � 7 MIN. }�{� Q CO 1- 25'R °O . D •• .- ov- 4'°0°..op•DP-0,-.0,0•0 00!0" , vI \/�/ . . .0.0-0 4..,,,. . f,..,.0..:-0.0,00......0•0, .0 .°, D. " 25 R MIN. ��o.oti ' Q: .° -12 MIN. SIDE VIEW •.0- • 0,.00.0 4" - 6" °.• NOTES: QUARRY SPALLS 1. THE FILTER FABRIC SHALL BE (36" MIN. WIDTH) PURCHASED IN A CONTINUOUS ROLL CUT TO 0. THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, SEPARATION FABRIC 1.6 FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM UNDER AGGREGATE 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON DETAIL SHEET. 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 DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. NOTES: 1. THE ENTRANCE SHALL BE MAINTEINED IN A CONDITION THAT WILL PREVENT TRACKING OR 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL EXCAVATED 2 FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, 2 >n DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALONG THE ENTIRE DISTURBED AREA. c_) 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC m RIGHT-OF-WAY. 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED LOOPS 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH FOR 2"x2" POST INSTALLATION. STITCHED LOOPS WITH STAKES SHALL BE INSTALLED ON THE CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. c, DOWN-HILL SIDE OF THE SLOPED AREA. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE j CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL THROUGH AN APPROVED FILTERING SYSTEM. PURPOSE, BUT NOT BEFORE THE UP-SLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND o 5. DIMENSIONS: 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, STABILIZED. GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO PREVENT SUB-SOIL N 0 PUMPING. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH o BE MADE IMMEDIATELY.RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL MARK DATE DESCRIPTION o - - N CONSTRUCTION ENTRANCE Issued: 8/28/2017 F- ®4 SEDIMENT FENCE % SCALE: NTS SCALE: NTS Scale: AS NOTED a Q V / C 0 1 E 0 -, L O D O !n a Copyright 16013 cnm1 E PERMIT SET 1 0_ Nr--- N o N N.O � d EROSION CONTROL NNr- � r a\07 /CO o - c) C7 • 3 ,,, ,,_ `` 1 50 1 40 I 30 1 20 1 10 1 0 1 I 50 1 40 I 30 1 20 I 10 I 0 I 6 6 BORA Bora Architects, Inc. INSTALL 3/4" x 18" DOWEL /- EXISTING DRIVEWAY ANCHOR, TYP. GROUT DOWEL �� 3" ACP 720 SW Washington, Suite 800 MATCH WIDTH & GRADE HOLES AFTER INSTALLATION _ Portland, Oregon 97205 A - R W LINE • - •. •..� . • . • -• : • :;:;:.•..:.:,:.•.•... ..-'.. :.:...:":.:....'.;.:•-.".•:•'..'.: •.: ,'...,:•.. '.. :.:•••. : : .:' . 503.226.1575 SEE NOTE 3 ., -- VARIES \‘,., I 'o ° o °°•o"Qo . o 0•op• Q1 ° °p'o-Q.o, o ,D.,„--6. 0 .0- pQ .Q o • q o °D.0 ' 0 °Q °°. o ° • o ° ap °0.o • oop WWW.Jora.co -9- ., 0opaoo qoQa .o oaao°' o 000..Q .o q °Qa0. o .o / ` \ \ I n °Q. • o Q °Q ° ' ooap ° o •o °Q °p ° °Q ° 'o ° °p ° .° 2% ±2% O M1* • I I o op °D'o o p °Q • o oQo° °p•o •oo00-..,,,... 0oQ °D °o° oo -•o00.0 •o app0Q° 0q oQ °Qo • 00.° 'a o p° °0° 0 5 IN 2% SrE / NOTE 3 SIDE WALK �. -' --- N I rrtt11-- -° .aI ( IcI II°-° l -IoI,III-I 'o1I =1 I Ioff 1 _ 1 - , ;, - ii=111 ,;, , I-111- , �, I-111-11I- I 1 - ltriff I I Er NN, `I2' I'' COMPACTED INN .. II \ \ \ SUBGRADE 8 OF BASE SEE NOTE 2 A --u-- COURSE 1.C\ 30' MAXiI 0 ASPHALT PAVEMENT SECTION T 6' >~ 6' T �9' I 111 SW Fifth Ave., Suite 2500 SCALE: NTS Portland, OR 97204 10 M1N �� II DRAINAGE 0: 5D3.227.3251 II SLOT, TYP. F: 503.274.4681 I I www.kpff.com `J NOTES: 6" THICK PORTLAND 5 PLAN 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS CEMENT CONCRETE APPROVED BY ENGINEER. PROJECTED TOP Raw PRECAST CONCRETE WHEEL STOP ° °° d d 3/4• a � tA r4 ad a a e4 . ' 4• ♦. ed. ♦•• 7OF CURB 6 ��\`� �Vr` 6SCALE: NTS O 4 ' -. •. . .� ' ; -� • • d .. - 4 ° `d. f'4 A t o ?� MAX od•a0 .0.o °Q o0 ,°o°.0o•poop•a0,°o°.0 oo"•p•00.0°.„.0°0100•0A ,ao�ooeoop ' STREET �~ VARIES E 0 0 0° o°.GoO p0 0 0 0 .0°.o" •00.;;.0°.0o 0 °D.00.° .00.00•° a0•°° ,°o°,0°p•°0 a-.Jç:r 4i W W y •YW W3. V. 9. . 8TO12,.q : iJ a _ 6.�.��.d _ ., gyy �� _�\--r��..r-_�.^_, __.-�L � --_W - o ° O o • . w 4.: }" ..�: A.:. f ;- • 1 I LEI 11-III-1 I I-11 I-11 I-1 11-I 1 I-1 I I 1 IIII-111-I � o °o �� . .� .o Y .. .. „ ''� • ,- ,.. ..�4. . , -- _ _ ,5 IF X > 4 -I ! I I---III III--I I (-----I ! I I 00° o o c•• (..U...,N.0.); 6 F X < 4 {" BACK OF WALK • X COMPACT fi" OF BASE BLDG., FACE, OR • ,{TVP. BOTH SIDES},,- ,-.• :.: 2" OF AGGREGATE SUBGRADE COURSE 08STRUCTION -.: ' COMPACTED Rip PROFF SECTION A (3/4"-C") NOTES: S -T• • • ,, •♦♦•♦••♦♦•♦•♦• ►y " 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. v U E g. 10 DETECTABLE :•:':' :':':': ° :'i•X• :':'i`.�'.''•. NOTE 1. `„`• ;'::- " - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF 72303 NOTES. a:::: •'•'4 v, x 1:.:•:••♦ we . .•.::,...::• `..:;. :. ".H..;-.':..`' TANGENCY AND AT ENDS OF EACH DRIVEWAY. 1 . CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. C8.0 WARNING :❖i'� pry+: "� ¢ it:�:�:r: 4,...,4)&8 •.:.•:. ,,...,:q..-:.:..1-:_;•-,,,:- -..:'' . ;: .:;-'. :::;- ;: . � c� L �' � WHERE SHOWN •:':':• i'i'i•: °0 2 i'• ; :O•v':':❖• .' :;•.:- :. '.;-:' ; :::,;.: OREGON ' .: ( •♦•♦ •r♦ •r•+• +rrrr••♦ ,., : . . . 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. ON PLAN ::::::• _♦••' _ •••+'♦'•♦ :+::::::::::::iOQ'•, -•,,• .:,::::'-.1.. ..:',.,--:,.,-H,::: 2 CURB JOWT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. ''.�•,;•:-'.�`�:�~ ♦♦•• - -�- - - - � .••♦♦♦♦•♦♦•. • . .--'"• 6 �9� 'qN- to an°`` �P= f ••• ,°o°o •°o°o°o°o°o°o°o°o° •••••r•••••♦ ,.. '" • ,°°°°O• °tl°O°O°O°D°O°tl°4 """ ""' • •• VEHICULAR CONCRETE PAVEMENT SECTION 'N, aN° i�'•'r'•'r'r•+'•'+♦•♦r'+'+' '°°o°o°o'.°o°o°o°o°o°o°o +'•'•'♦'+••'+••'+♦••�� ' y A C 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED -:• ,.�+*rt+•""♦•'••*••O* ;oaooaogo•:0000;oga;000p x2 +••"'•'•••'+•+•p •''. ♦••+ ••♦ ,°000ao°00000a000a°°°ao° . ♦ •••♦ MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. ,••+••++�+ 10% MAX. app• ,°°°°°°°°°°°°°°°°°°°°°°° ♦♦+�♦ 10 MAX. +♦+�q•+ SCALE: NTS ��•*ss. � k��i,,_-44+ i°o°g°o°oo°°°°°o°°o°oo°oo°oo°o° •r r• )• .XX..XXl'X 410*. 1 EXPIRATION DATE: ��201 I Z°n°o°n°n°n°n°n°nonnn°n° - , 4- SEE STD DETAIL NO- 146 i' " 4 . 4 DEPRESSED _ CURB AREA SEE PLAN F CITY OFTIGAR➢ APPROVED BY: NO SCALE PLAN CONCRETE SIDEWALK II OREGON MICHAEL A. STONE, P.E. EDGE OF RAMP TO 4" CONCRETE 4" MIN. THICKNESS ENGINEERING HALL DEPARTMENT p,.,,ENGINEER STANDARD DRIVEWAY DWG. NO. BE FLUSH WITH AC _ Pil I.. PUBLIC WORKS DEPARTMENT SIDEWALK G S.W. REBLVD. vs/CURB-TIGHT SIDEWALK � 42 PAVEMENT _ _ _ � II I I- -II I: A. - : .. . --•. . .'. ..' ••'' '• ° 4 . . I 1=III= TiGAiiA,OREGON 97223 JANUARY 2413 _ d d' • . ° • '` '. '� 4�,• �• .. •d,'. TIG 'VOICE: 503 639-4171 SECTION - -. a _ i ) APPROVAL DATE SEC 1,, A. a :d •::: ' e. -III ..d • d • �. - ••'� •, -. ( PAA: {503)G84-7297 .8.3� a a- - (,Qj °:°-15 .. . q .°p • • o -° ° • .°°G 00 o 0o°0° • oo• • . .':.'•°•�•�•1::::.97'° 3" I-1 J •°° .0.30-±° °'°A °°••°a-°o °°vQ °Q•°°•• ° •°•5°° a p °Q•o ' ° ° °° °° ° I .�.�.,''''•'r •••... .:.:°:s'•.e'•,•:•. 7 0 o _°0 • •_ :LLo p-°0 A •-°. „ o =°° on'.°- - o °° ° • ° r J0WAY • • tIiL-fflfflfflffi STANDARD DRIVE •'1 i. •''••••• •: I 50 I 40 I 30 I 20 I 10 I 0 I 6 6 BORA Bora Architects, Inc. 720 SW Washington,Suite 800 Portland, Oregon 97205 TOP OF GROUND/PAVEMENTHARD SURFACE 1 LANDSCAPE AREA 503.226.1575 SLOPE AWAY FROM BUILDING CAST IRON FRAME AND I MECHANICAL PLUG MANHOLE FRAME AND GROUT FRAME, TYP. PER GRADING PLAN - c COVER TO FINISHED t WITH GASKET COVER AS SPECIFIED www.bora.co a - • -, ' 4. GRADE IN PAVED AREAS FINISH GRADE _ RISER O.D. CAST IRON FRAME - • :• - :e:•.:.•:•:•:°:.•:.••••:•,•-;r•-'1-•.•:.4'• •:.•:• AC PVM'T OR CONC. PAVING + 72 MIN. SET IN CONCRETE "'-"`-"' "' F-4 t" -i µ : _ - _ - *�° - ` :; �4.• OR OTHER SURFACING „ - - - - - - _ (�� _ _ ♦ . ;a ! GRADE RINGS [[ it= - - - • .4 li I tI 11i I- : . MAX. " _ 3" MIN. „ -- i _�''' :: I I I-� i I- s 12 MAX. `13 - I =I 4 =�F4 =1 I I : :*-• •:':•::"':• . �.4016,,--.-111-L--'-1":1111-7: L1" MAX. 1 3 � � '. A - I I MIN. - IN .' •: .: �- - 1---_ I I ,-_-MI i II' 11=1 I ° . „ v;.:Q:Q.:: o:`: .: . .... , . -1 1 I- 2 MIN. : ... 25" -1 =1 11- - - „ •n .o II� _ #4 HOOP 6" • °._ .o' ° 00.4 o °°. • 6 MIN. 97:1:;•o° . •. too*::• •. •. . e » 111 SW Fifth Ave.,Suite 2500 o ° o I I-I CENTERED IN 3000 Portland,OR 97204 SEAL OF COMPACTED °°¢ °°o- •'0•0 °° o � ° °° :� - � '_" 3b O: 503.227.3251 °°♦ ° °♦ °•, ,,- 0,,0... I • - III=PSI CONCRETE PAD. NATIVE SOIL (LANDSCAPED ° s o,o ° ° . z°° ° n °' - •a ( •° '° ° LADDER . : F• 503.274.4681 o ° _ c o.en•Q-• I www-koffcom AREAS ONLY) ;�°;�•a° %°a , ;o°� ° �•` -' .• . . • ^° ' °>„°.° °° (- " RUNGS . po °o° .•.• 4" MIN. , °0-4, . � • • ° 1 ° PROVIDE �4 MIN. w 12" OC, __,A • °°.Q ¢ °°•a ',••. • . - : . , ( CLEARANCE FOR -- 5 WRAP DRAINAGE FABRIC n b °n•' '°`` TYP. 5 AROUND ALL SIDES, 12" I `1 111=111=tH_-_-.111 1 I ' 00. CONCRETE PAD PRECAST SECTIONS, MIN. OVERLAP _____I-* AND RISER PIPE HEIGHT VARIES. SEE 1 PERFORATED NATIVE SOIL OR ,,,,�,,,, Q 48" NOTE 1. 2DRAINAGE DRAIN PIPE. STRUCTURAL ° .0-4, RISER PIPE , MIN. a = 'a• PREFORMED�`t - . MANHOLE BASE. FILL SEE NOTE 1 FILL ( °' o RUBBER :�r SEE NOTE 2 °° °1 I I o•°` GASKET NOTES; 'a o; • °° °°; TRENCH BACKFILL 1. LAY PERFORATED DRAIN PIPE ON MIN. 0.5% GRADIENT, WIDENING EXCAVATION AS REQUIRED. MAINTAIN PIPE ABOVE 2:1 SLOPE AS SHOWN. •a•°o°°°�'J i ! „.0..0:00., °a°a a,` 4. . a NOTE 3 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. WYE BRANCH �°°,•a°`,/ -� ° �°° 00 I °p , . °;o• 45' BEND � ~� f-.- 6 FOUNDATION DRAIN ,� /a o0 0� SCALE. NTS CARRIER �/ • ° .. '` °. °00'r` a• . , 4:• PIPE ♦. .. ..;-i. /,, 0.•e '•o° ;;:>:•�,;, -�,:0:o;:.e° •ra: ° =::,r°o>a�°e` �� QED PRO F ,-- L •--_. __._ INSTALL PLUG WITH >:: ;;::.,.., �.i.,° :•,":� 6; X" BASE ROCK v. N F Sso F `- - -" -" �" GASKET IF END OF ` •(''c.5 � ("`' F� y9r LINE NOTES: 72303 ` 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM �k,�� n C. A '� MITERED OUTFALL • 00 •per, Q 0-0 °0 '0;a4 ° �- - -SERVICE CONNECTION C-478. OREGON 00•„00.0°°0°♦O „°0o0. 4 °4 IF REQUIRED �q 10. 1310 P? 2' TOP OF SLOPE °°• °° ° °° • Q °°: 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD l/N� IE=SEE PLAN BEDDING MATERIAL MANHOLE BASE DETAILS. R. CI-Om0 -1 I I 11=-11 I I I`'-/ t"----3-3' NO1ES. 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND 1 EXPIRATION DATE: 12/31/2017 I -I , - Liir l 17 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. UNRESTRAINED JOINT WITHIN 18" OF MANHOLE VAULT.. 4 .-. 11.__=1 I I `�/ `_� _ TOE OF SLOPE �,-4 MIN. 2. FOR CARRIER PIPE SIZE 6"95 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH STANDARD MANHOLE CARRIER PIPE. SCALE: NTS �/�\�\\•�%\\��=��Pr� .-- .�1' DEE' " t \' „ i� i1 g 3. FOR CARRIER PIPE SIZE 8 0 AND LARGER, RISER PIPE SHALL BE 6"95. PIPE OUTFALL CENTERED \ \\/��//i%�y� N •-----=-4--- ai r3' WIDE A ford/ " R 3000 PSI IN RIP-RAP (WHERE \\/\\/��//\//\///\/ \///\/ \Y/>//‘ 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. HEAVY TRAFFIC GRAITE CONC. OMITAN NON TRAFFIC L APPLICABLE) GEOTEXTILE 4 STANDARD CLEANOUT (COTG) RIM=PER PLAN AREAS OR WHERE CONFLICTS SCALE: NTS 6" MIN. W/ CURB W RIP-RAP SHALL BE TYP.ODOT CLASS 50 [PAVEMENTI I 4" TO 8" QUARRY SPALLS PER . .••,:••:.•:•.:_ .. 11 11. 11 111 11 11 111 11 11 11 11 11 11 III a •:.:..:..: W WSDOT STD. SPECS 9-13.6 » 6" • . I •.• ° I 18" 0 6 _ 18" f !sill4. IIII 12» I III 'IIII 1111 =11111~11111 I MIN. #4 REBAR LOOP� 'r • =-� �� , , 1 OUTFALL PROTECTION - 1 GREASE - �� O 0SCALE: NTS ''; ..y, " +" ::h:: �. .� } , \\/� [[[[[[_ TRAP W T • .:•:.tom GI T �`� T • \ \,� 12" "'' '>�'! �h� *�� w 1\// _ HINGED LID PIPE SIZE t) loW ;.,� :.':,.• <'.. . I.. . -IIII=8{[� I Imo, •_ ` • :.; �' lir 6„ ��;� ;i� \\//� _ _ P.\\' PER PLAN . -18.25"0 BEEHIVE GRATE NEENAH -� � !! �!�► W '\ \ to r4 / [[[[I II IIIII[E/ MODEL 2560 SERIES OR M'x: \ 4e-\. APPROVED EQUAL :,.;.: :.... :.,': '. ° :: : ` : ? ri�,1'^-��} �►r * �// = 24 •� ��,�i~ �� ••+~ ` ::*: � f� irk ��. �� I[[[[ - [I[[=[[[[[E _ -IEPER � � -BOTTOM OF VEGETATED >' � : :' .� �' �IY.ii : � >• }-�--� � � \�- MIN. \\ PLAN O �3 .- i • .i � II[I[ IIII [I[[ / L N 3 3 INFILTRATION BASIN -RIM ELEV. 1i4PERED1'�;;, SPLASH PAa �'' k �4 - /�/ O O • RELIEF "';w •.; ,:::;:•.•i" -2. ;; ,:.:..,.•: 18 i �.4• �111l11� ,.\ NOTE 2 ,� PER PLAN 18" ' X11. i / [[[[[- „ 1 .� ftp \� I'� Lial tilifi-dill 1111, 't �� +., ' 1- 1-;•• • * \ - \' V I L rv: -` 5' •_:. 0 /\ [[[ III [[[Ii. \/ co _ _ ` • '�.__:." •.. ;'�:�_ �'//`r•��`� / SQUARE -_ / ` + •t!.<:.•.• � '« • yak T I W �KAHM [[[�i=[1I![ \ fc E � N - _ " .. ,....)„.,.,.:„...,..,,.....„.....:4,),...,:,...., . �, � <11111E111i ENGINEERED FILL .� -- �TlIl1I�� lUd� ;- IIII- _ : :- : -�. ... . _ . , °ct a = _ - "..►::.•'a. .,- -. ; l.: '�� 1` TOE OF f f//K1E111111 - - _IIII t3� cl. • - _ ;°;'' •11 SLOPE \ \\ E II - _ = Z '.:` }�-� 111 - - - _. =-11117---mw// 12n i� i j \�\: ;I =1111 _ _ ::,•:: � ::: • R-6 , TYP. Jar }-; 1 -r T� - '.L -6 �\� HINGED -1---- '<,III SECTION ca M 0 03 GROWING , \ -K\; COVER ( /� CI) O Nr O PIPE SIZE- NOTES: 0 MEDIUM i F- 00 /f�f ff � I_\ PER PLAN ;' STD CURB 1, CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH \ \ 1- 71-- -t- 111%.- _ { PAVEMENT CONTRACTORS COMPACTION EQUIPMENT. ; II PLAN .,,\\\° °° el - /� ___ 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL I °Q0._,,0 . .. = / I _ BASINS OR APPROVED EQUAL. „ „ » °`°°° '°°'° --NOTE 2 =dill I I- \/ l 18 - 6 18 _•°' e ° °°•°°t - �Z ' t R=1*-\ CATCH BASIN t4s IE=PER PAVEMENT R=1 -\ 2 °°° ° -° PLAN0 -_____ ,„.. 0-4:.° '° 18" - A t- I I-' -6" 1 4» STORMWATER SCALE NTS °••° '°° .° •°° -�111� ENGINEERED FILL ( . - ° '°•°° '°°°•, ROUND I i i i 6" : ,i• • • •b • FACILITY °.°0°•° ° .°0.00`° ° o :°O o ° 00 °• •°O•:. .°:.•. i NOTE 1t:.*:.::.:':.:':.::.::':':.::.:..:.::.:.:: : :':'::::.:::- ,.::: • r '•0 00 •o0.:0•:. 0v°o.0°• 0o C° 1-1_ -I- - 4. .1. t' ; .d a .. ° I" • a 4' MIN.-�` O ° ' • ° ° FILL PIPE WITH CONC. Fl ii11 e° 000 .00.000° •e0`° .°°'00 ° o .°0'00 .: 0'°Oo.° .oifv'•:- BEDDING 4 . ,. ,-1 ° .e •°°° •° . 0•e0 °°.°° ° ° •° ° .;°•°°° •° .°° • ', j • . 4 • . •� I . ��.., � 1 TOE OF 2 I= °.°°oor. °°0•e0a°°o .v0• a0'°0:a°0•:O'°°°O c0°° . e ° O # 1 • f" 2 ° '0' 00°°n•oo'e0o°°°•00` °0.°0`e s' O° .QQ'0oo°° .°O' °.° � �- `�4 ., '+ •*.' :I • �" �•��=` SLOPE od I �, ° 1--±1-TT I CONCRETE '� s` �'� ..-/ . •» I . • 444 ' ' ce4112i+�,� s.• �,l t - PIPE TO BE 1' MIN. INTO PIPE I - III . . .III I, ,� 1 I• I • . I SPILLWAY ` " '� " �' ' v `f �~� �` - �}--- -i - ABANDONED fi do TAPERED RELIEF, "- ,\ , 's* 12�111 "'DEEP 1 1- _' . F--< ./j 114°- ♦__4 3'WIDE _I .• . -COMPACTED SUBGRADE3/4 0 DRAIN ROCK '� - 3" ELEV=TP (FROM 3" DEEP, TYP. \�� 44110111w0- `�►I . •-A I 1 I- crY PLAN)-2" AT CURB / ,11�..._.-..► •� / . ; SECTION ) FACE RIP-RAP SHALL BE <\„,\�\"' '0�� r- �• a. • . ':.. \ti/.\/ / / // // 1- ODOT CLASS 50 �i / //,\ ,:\ ..\/\\ •• �.• ::: LJ OR l ///j, 1 NOTES: 4" TO 8" QUARRY SPALLS PER ' - ' :. • » aco 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WSDOT STD. SPECS 9-13.6 ''� 3 0 WITH CONTRACTORS COMPACTION EQUIPMENT. SECTION 'A' PACKING MATERIAL TO I 8 10 GA STEEL PLATE, BITUMINOUS COATED BASIN AS MANUFACTURED BY CONTAIN CONCRETE -6"-----6"--- 2. 3" f MARK DATE DESCRIPTION GIBSON STEEL, GRATEMASTER OR APPROVED EQUAL. CURB SPILLWAY - TYPE 2 PLUG Issued: 8/28/2017 OVERFLOW INLET SCALE: NTS SCALE: NTS i 8 SCALE: NTS Scale: AS NOTED 0 a U a) c a) U 1 E a, o I1 Copyright 16013 om1 1 PERMIT SET I Q O rt 862 f,,) DETAILS NNS 0:-.m U / O -6 � 23 O- i: C8 • 1 ,,,_ 1 50 I 40 I 30 I 20 1 10 I 0 I I 50 I 40 I 30 I 20 i 10 I 0 i 6 6 30RA Bora Architects, Inc. 720 SW Washington,Suite 800 Q. Portland, Oregon 97205 RESURFACING MATCH PAVED UNPAVED 503.226.1575 EXISTING PAVEMENT SECTION AREAS AREAS www.bora.co 4" - EXISTING AC-\ SAWCUT-\ /-DETECTABLE PAVEMENT -4-MIN.1 SEE NOTE 2 - PAVEMENT LINE WARNING TAPE 6"± - - I PAVEMENT .:':::::.:,:-::-::.:.-::::.:.::-::.:.::::.1.::.::.:.::-::.:-.::-::.:-::.::.:.::,::.:'::,::.:.:::::.:.:::::-:..::::...-:.::.::-:.:,:.:•;:.::.::::-:,:::.:,:::.:.::::::.: :.:•;:::.::::::.:::::::•;•,:;.::::: :::: / \<.: , <:. I 1 I / \ ........, WM: . ..• ... •.1... L _ 71.:.T.: 1 .• • -,.. ',;.. iftM: i•:-.-:Jr -:0`0°:".....0**°, ::,6n).:°.;•.:0.:0::" 0-:.*: i...,•Mi.i,:iM, •.•,.• : ..,•4 --- a i *,. .-.:• , I 0,-0r-0. 00 °.•° *.° / /,/ ,„...,\//> 12" L-....-zi r ; . 1.4"-- .. .. .... . -,.,,, 1 VARIES, 'tiff a ,,,,, :•.-/,':\'‘.; °N, N/ N \ -0 .:0*-0: .0.:... / / \\N- 4 1 0 E2 . '''.. .'' ' ...... .: •.' SEE PLAN 'Z.-5W / 1: ...: \ / . .:, ,sti 4 .: -J \ '\ \\'\ •/\ <.< /0.*°:1*.0':0**°:. \ /\<-\ \ it M •••• • • • •1r 111 SW Fifth Ave.,Suite 2500 0 _j 5 =_J 2 - . . Portland,OR 97204 is_ .-tzL,- ix /\, . 0*„ .:0-:.):,°:0::,,, \ \ \\ \. F......_.1 .,t . . ••. .• H 1-- L-7:4_-_1.(e> <!!:.°::.-:0 / <-,/ A r zni- i.i • . •• A . • iif.'.*- :.'„- - 0: 503.227.3251 ft 0 • co s/ /°.°0*:°.„:°..0°,.°0.:°/\\ N's w SEE NOTE 1 • - • • 41" MIN. F: 503.274A681 www.kOff.COm hel \,...0:.:0.,,,0:.o6 0.:o• /\-/ < 0- 1 CO )%\ / :*.:0•:°*:°.:.:ts• \ A /\\// / ' = 5 5 w . ,(,\,. \-0-.00te- :.0,/,... 0-, ,../ 0 .-4 • V'\. ,, 1--- SECTION / 0°. 0 • 0 ° ..0 6'.0 -.;6°..°06.-0',./\ • a. L._ ,.-I si•,- /y,...0.:.00. *00. .0 .% 00 o . 0 o • WIRE 01-1-1 ..... E Z 12" > ..:0°-0:0*: .. 0°./0•1°.!°.:0°-:\ 2 , u.., NOTES: . .... 1 -111) I \`*:°.°° *:° °•°0.:0*:°.:•:0-. 0 ....:, `4 6 N7.°:.° •.°,0* °:•°O.:0" • ci*.° ° .0-,/ io / --0'.° °°•, • *°°:.* .* °°:•%':°.° \ / - cr 1. TRENCH DRAIN SHALL BE NEUTRAL-SLOPED 6" WIDE ZURN OR ACO TRENCH DRAIN OR APPROVED EQUAL \/ -*°°..:6 ;i;° .... .--,-*,°_':.°0.:01°.- •,,- z , D/2 :.:9.:„ 0,,- ,. c,0.:0.0.0:..,,,,_1\ < 2.4-. 2. TRENCH DRAINS GRATE SHALL BE LOCKABLE HEAVY DUTY TRENCH GRATE - co . 0 0 . \‘ .. . ....,11,...:021 ; . .. 0,,..\,/ / CLASS C. z(5' I ‘,/ 7.:0-°°:°.0 '• - . . .:0-0°.\ ,, a ' 0 4 \-: , . .: ,..--___ .. :-. ..f.-. \ .\\/,' ' 3. TRENCH SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. °.:„40...0. Lei CO' K.'\' , \-,,,-**‘:•0.:°.‘'°* : .:°.:°:°*:•.:°.:°.*0`:0.' ,f// < '>‘ ><, 1 IL:L. -_•-ii-r,(ri,i-_-- k-,-_-HIL 1 -L ,,, - /, _. _._ ___ _. , _ _ r.„ TRENCH DRAIN - 6 INCH WIDE _ iii-ii r SCALE: NTS 6" <c,o.$)PROFtsx MIN. 014E- ii?t, mc-. II I-II I-I I I-D I I 1- 4:k. 72303 TYPICAL PIPE BEDDING AND BACKFILL OREGON 1.- 10 "*Pe • 131 ,,% R. CIAN I EXPIRATION DATE: 12/31/20V 4 4 s.. a) I a _ ai_ 0 a 0 •1111M1 t.; sima . •r_- as 4-. al M -o 3 NOT USED 3 -6 o "1:3 CO 0 .0 Ct SCALE: NTS .0 11.1 NOT USED SCALE: NTS .." E cu CD CO = ._ r.... m crli cl ce -6 i. cin -ti rsi, M cf ca "cr cr) ____ _ co1-- .. i7-: fin on . CONSTRUCT TOP SIMILAR TO STD. CLEANOUT - - - _ CONCRETE COLLAR FINISHED 6" MIN. 0 3000 PSI CONCRETE,;,;--,.......;•••:. '-''''C'---,: -.1.1.1--LI_L GRADE 1 1(1,....••:,.. e...t- ...: :-.7. HE-th, I-0.5" 1=Ell -'';'•!., ' ,:-.."---- Ill= 1 = •-'°;- , .----- 111 l. 1=-------- • --.. 111111111111111111111111: . 1- . I 6" -4 •' .,e. ; .. AI.. i__ .: -i: :14 RESILIENT SEATED 1 ._. - '4. • 0 if PIPE SIZE PER PLAN 4" PVC ' - /*GATE VALVE. SIZE AS 2 SHOWN ON PLANS. #4 REBAR LOOP-I k.,....___ 2 (., od . PIPEsHOSIZEN AS 0 C S 65 -(T=1)- ( _ i N.--IE (OUT)= PER PLAN 0, E io CI GATE VALVE KEY NOTE: ...,.,---._ 0 ( SCALE: NTS 1 12" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL -6-) 01 co - c) 2 12" PEDESTRIAN HINGED GRATE, H-10 RATED BY ADS, OR APPROVED EQUAL i R 3 FLEXSTORM SHORT CATCH-IT INLET SEDIMENT BAG, OR APPROVED EQUAL MARK DATE DESCRIPTION 0 0 _ a - 7 1 2" AREA DRAIN Issued: 8/28/2017 1-- 0 _i SCALE: NTS Scale: AS NOTED a.. 0 a (.3 a) ..--, a a) _ I E L.. 0 D 0 Copyright 16013 - 0 w 1 0 5` 1 1 .02 PERMIT SET 1-- E I a. i;(4 .0_..: 8"2 DETAILS r-•••-• a.Z5S-.*4 ( I C•1 L'r) ./c\I .65 o r- ../ 2 iit 4. C8 • 2 hi L:E: i 50 1 40 I 30 I 20 I 10 I 0 I • I 50 I 40 I 30 I 20 I 10 1 0 I 6 6 BORA Bora Architects, Inc. 720 SW Washington, Suite 800 CITY WATER DEPT STANDARDS PLUMBING CODE Portland, Oregon 97205 THRUST BLOCK CITY APPROVED . 503.226.1575 BACKFLOW DEVICE FLANGE COUPLING -, .,;��;,,� ` . RETAINER GLAND ADAPTOR 'I- - ,••.IIIA II' A ..1. • ! www.bora.co 12" MIN ` ' i • il�■il`i ' IFA 1 ft l.0a, WATER METER Ili-' I *11.,L\�AIMIFIlIVi UI d Ikrifilf MEGA FLG OR EQUAL Mt PLAN 6„ MIN'. . CONTRACTOR TO SEAL ALL METER BOX OSHA APPROVED LADDER 1 24" MIN OPENINGS IN VAULT WITH WITH ALUMINUM LADDER ] NON SHRINK GROUT PRIOR 11-DOUBLE CHECK 111 SW Fifth Ave., Suite 2500 Portland, OR 97204 EXTENSION BY UTILITY ] TO BACKFILLING 1" UNION EACH SIDE VALVE ASSEMBLY 0: 503.227-3251 VAULT t 7', T �-Y F: 503.274-4681 www-kAff.com inl �w }' `�lur�l• 5 PLAN 1 SII �� ;� `%fi 5 3" MIN. 6" MAX. L ,•�. ;�/�\ ��/�/ /� / /� 24„ DRAIN TO CURB OR / ' • /4 v` GROUND LINE ISI ;I��I = 11 j 1 _ ; I,� DAYLIGHT - - s< ,i': ( 111111241111116;. 1 ,. - - / WATER METER 0.4 12 ,. ,,. ,,. :fir= d g.S.fr0;10:4"4 „ 3 MIN CLEARANCE / ;._ f ON OPENED L: +J %1�� ;, oi %I��ty� • • MEGA FLG OR EQUAL OS&Y VALVE � ' ii CRUSHED ROCK BASE RETAINER GLAND A / INLINE CHECK VALVE =u1!! All ��II�� II IIuI _._ ELEVATION _ CONTRACTOR TO INSTALL I IIiPII II II II RODENT CONCRETE BALLAST 3 CU. YD. "STANDON" ZSCREEN ��RED PROFESS MIN. WHERE FLOODING OR 1 II D P STA BOX SPECIFICATIONS ,.. 01 N %y HIGH GROUNDWATER EXIST ;q) (TY .) __/".- DRAIN TO DAYLIGHT OR DEVICE SIZE BOX TYPE e-4"; <<•Nk 72303 F'S' 9- INSTALL SUMP PUMP I 3/4" - 1" BROOKS #1419 SERIES OR EQUAL LL -, ,`l ELEVATION CONTACT CITY FOR I PUMP SPECIFICATIONS 1 1/2" - 2" CARSON 1730D P15L OR EQUAL OREGON INSTALLATION SHOWN IS ONLY A SUGGESTION. iri R. 0i DOUBLE CHECK VALVE ASSEMBLY 12" MIN EXPIRATION DATE: 12/31/207UTILITY VAULT BILCO DOOR 24" MAX 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. SIZE OR *EQUAL OR *EQUAL FLOOR TO BOTTOM 4 4 3 660-WA J-5AL OR DEVICE 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 4 577-WA J-5AL COCKS IF BELOW GROUND INSTALLATION. 6 676-WA J-5AL 8 687-WA JD-3AL 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 10 5106-LA JD-3AL AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS * CITY ENGINEER APPROVED EQUAL FOR INSTALLATION. CITY OF TIGARD �� BY: NO SCALE CITY OF TIGARD APPROVED BK NO SCALELim • OREGON LORI P.E. DOUBLE CHECKQ� OREGON THEODORE S. KYLE, P.E. ENGINEERING DIVISION ENG25S.W.HALL REVD. AP ENGINEER DOUBLE CHECK DWG. NO. PUBE.LCTAS}RKSDEPARTMENT T" maim DWG. NO. EII. PUBLIC WORKS DEPARTMENT 731255.W.HAI.LSLVD. VALVE ASSEMBLY MillI3125S.W.IIAId,BLVD- + �`�7� TIGARD,OREGON 97223 JANUARY 201 1 VI ICE:(OREGaN 97223 JANUARY 2011 ASSEMBLY 530 i IGARD VOICE:(503)639-4171 5 3 2 1 l ii�W FVAX: (503) 3)3�297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE • CD - DOUBLE CHECK VALVE ASSEMBLY 4 DOUBLE CHECK ASSEMBLY NOT USED 0 SCALE: NTS SCALE: NTS SCALE: NTS C EACH AREA IS Y OF Y4" PLYWOOD 0 TABULATED TOTAL OVER FACE OF AREABOLTS "'""I .,If- NOTE 1 :' * •,.h.A/ V -w, .fes v.��. %�'!+{'yv` i i�i�iww�Ye. � CO 0 I . I /. 0 . OM1. �.`. �� t v � r�� `Ailig FLOW TEE PLUGGED CROSS WYE PLUG OR CAP = ID 0 co 34 \ P 3 010 0 :., o ��.: U W PLAN >, - - r ' 1 {f} N E cti DUAL PORT INLET. �< A2�..'. N VERIFY MAKER, "� i 1%-•FIRE HYDRANT NAT'L STD. 2110 MODEL AND SIZE. BEND PLUGGED CROSS TEE co Q A.W.W.A. C502 HOSE CO ec COMPRESSION CONNECTION, 2 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 1- = 0 APPROVED MFG. V TYPE OR EQUAL. REQUIREDI , ei DRESSER 500 OR r4),"o STEAMER 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. L C/) c WATEROUS / NOZZLE MINE ■=■ CO = CD 03 PACER. FDC STAND PIPE. 1111 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ID 0 _- DISTANCE 18" MIN. ENCIRCLED ON THE PLAN; e.g. 0 INDICATES 15 SQUARE FEET BEARING AREA I 0 co 1- D' 4 PER PLAN 6" GATE VALVE & VERIFY SIZE 36" MAX. SIDE REQUIRED. I31 I 1 VALVE BOX SPEC. r FLG. x FLG. NOTE 1 1-FINISH GRADE 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS CC. o r SET 2"-6" r /- AC OR INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST . ABOVE FINISH '� LANDSCAPE :�\\�\\��:;: :-,. .-•h `,:r•�. :1:��\��\�j PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) STATED IN THE GRADE -- �j�/ /<. : �I ::,.[. y '\ �\/\/, SPECIAL SPECIFICATIONS. /,`�j'\//j��/• ,;i //�f//�///�%//tel//�///ter//�//��, Y A' ,'moi,\ 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE \/ \\/\\ice\\�\\i\\�`\\.�\ \, ,,�\ \•� , PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS 30ZT' STANDARD DETAIL. o mm �-- WATER THRUST BLOCK c: _I BEARING AREA OF THRUST BLOCK IN SQUARE FOOT cc \4 mm MAIN TEE GROUND LINE z I / 1 - :... . I a FLOW 2 z \, I I 1 PLUGGED 2 ,.r, "' /,. .: .;:. ; •, - :•.:='._. (' TO VALVE ON RUN co 1 10 \ t • �• ' ':' AND BOX ,, • TEE, 90' m i \%/\/�\• \ _ � j '_ : 100 WYE, BEND F- \\A + i i -- FITTING PLUG, PLUGGED 45' 22) ' 11Y4' TJ) NOTE: • ;� ' �+ "� . -_ - IFfri ' -: -' - CONC. SECTION �� i SIZE OR CAP CROSS Al A2 BEND BEND BEND -� INDICATOR POST BY / -Zip;-; ,��'�:. �r� . Tr -.... .,.'• . THRUST 4 1.0 1.4 1.9 1.4 1.0 AMERICAN FLOW CONTROL O��. •-♦iii ��//� BLOCK NOTES: w MODEL IP-71 �� * "�' \� 12"x12"x6" 6 2.1 3.0 4.3 3.0 1.6 1.0 ./\ \/\ •/ / /,�j\/. } 4" MIN TEE 1. CONCRETE ANCHOR PAD TO BE THICK, UNLESS NOTED of TREJCH 1 (UNDERGROUND) OR `\//�//�/� 6" MIN- - (6" MIN. IN OTHERWISE. ELIMINATE IF INSTALLED IN CONCRETE PAVED AREA. 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 0 DEPTH , , �" APPROVED EQUAL. SEE 3000 PSI CONC. ROCK AREAS) MANUFACTURER'S SUPPORT BLOCK 2. USE FLANGE OR THREADED FITTINGS. SPECIFICATIONS FOR -PROVIDE GRAVEL 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 F'r 74.11.- 11-4 �� „E DO NOT PLUG FILLED DRAINAGE NOTE: MARK DATE DESCRIPTION Q DETAILS. CONTRACTOR SHALL PROVIDE SINGLE CHECK VALVE AND BALL DRIP 0i F DRAIN PORT PIT ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN o - _ VALVE IN ACCESSIBLE LOCATION INSIDE DDCV VAULT. COORDINATE n WITH PLUMBING. ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR 7 BOTTOM -\ OF PIPE�y NOTE: EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARING o SALL HOWN E HYDRANT ASSEMBLIES INCLUDE A TEE VALVE & BOX GATE VALVE AS FIRE DEPARTMENT CONNECTION (FDC) STRESS)X(TABLE VALUE). Scale: AS NOTED POST INDICATOR VALVE ASSEMBLY FIRE HYDRANT ASSEMBLY M.J. DUAL PORT THRUST BLOCK +' SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS C 0) U I E o L O D U o u) Copyright 16013 .. 1 1 � T Cnm 1- E PERMIT SET I c, C N 8 L6 DETAILS D o'`4 N N L[) Ct�� /coN. o Z C8 • 3o `i= 1 50 I 40 I 30 I 20 I 10 I 0 1 I 50 I 40 I 30 1 20 I 10 I 0 / / i v 1 1 / \ o0 BORA 6 / 0 ° 0 i/ 0 0 6 0 / . © �5- ‘; CONCRETE MOWBAND O 0�0� AT FENCE _ Bora Architects, Inc. ////// 8'-0" O.C. 43" 720 SW Washington, Suite 800 �/ , 36'-2 ,� 4 503.226.1575 1'-94 • 2 MAX. '' /3,._0“ n r. _ 48" FIELD VERIFY www.bora.cc 0 rip --T 52'-21,, P. k GATE ; ,, / q 2 FIELD VERIFY s MAX. - / N / I ___ ______ / : II-J 1 _ill_____ • _ li ..1. or___ ___._ . I 5 5 1 i / . PLACE 735 NW 18th Avenue F , Portland, OR 97209 503.334. 2080 D n / www. place. la FENCE 2 LAYOUT PLAN '� FENCE 1 LAYOUT PLAN — ��` , 2 SCALE: 114" = 1'-0" 1 SCALE: 1/4" = 1-0" 329 tillAr 0 L IL ! L--' , Hi 7---j.1 ,---tCHARLES B 'UCKER L) ��,. OREGON ti %El A.g 4 --\- -- ,;'\ 4 _ 0 •• 0 , , Eiz, ___] / 1 1 F \. TYP.© i - ,_,_ o Eo ..,, .„ . L a) a) 0 0 1 • // / �— (-50_40,0) CONCRETE MOWBAND O .0 AT FENCE w 5 CONCRETE MOWBAND ao U I L400 AT FENCE �� _L 3 I �/N 3 o LD 1„ / ` ±691„ ,_ F + '-4" ±t =4' +10-24 c3 ;' S E � /// / 80 .r co N m. /--�' TYP. - . E r` . 0-) 9'-44-' � �� 2 ca 0 OC 0 FIELD VERIFY FIELD VERIFY q ,i/ .L l(r / / _ -_____ 1 j I - I— H .:, \ fi • N i - 11. �� - Q :7 ,\d FENCE 3 LAYOUT PLAN .ekiio ) SCALE: 1/4" = 1'-0" m c Q SHEET NOTES: 04 0 5' Ll c ,. ' 'vim V Lu ' \ INSTALL FENCE POST NEXT TO FACE OF BUILDING .-1.4- 1 i° Odb 0 0 0(..)0Co00 a WC - WITH LESS THAN 4-INCH GAP. il 0 0 0 GO 00 0 0 MARK DATE DESCRIPTION 101 - (:=-- - 11 `I. -- - 1i►°ri 1 1 1 1 1�I 1 I I I tai a n U 2 INSTALL TOP OF FOOTING BELOW PAVING. �r � -R !!�0b Issued: 08/28/2017 d _�w _ , -2...m.,!11 a► of op e 0 CUT CIRCULAR HOLE IN EXISTING PAVING TO i _ - - i �Oe,mir ' *] Scale: As Shown Q' MATCH DIAMETER OF POST FOOTING. 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CONSTRUCTION /f -� !,' �.r1.,. slejr : 329 . . .. .' 1z '' 410. . 11411 ♦ Ali a r; 7.-.0000 0 0° • `'''''.1".1'� ;o Zi '/ y CHARLES BH:CKER�ooRD 1 41OVEL CUT, '' -.`'. / / • a % ■ �'� r :* 10/12/424 ;� ,..0_ i/ �a 0RLaC�OI\ RHPU, T . .,i,;4 ,.,,,;(/./ • -• - / %� O///j/-//jam o� I - .*1 fr JF 41 1', �� 4 •1 a j/ j ( ' 'j/�/ °oI Q� ° • 4 SS • . ma /� I - r 11 -LII /% /jj .. 5 x 4 el JP 41 •, oRD II -'...:.,!1_1110) 10 Or 0 0 • • • 1 -,.,• •• 000 oee 4° ■ kif ..., 4-7 : .,..;:.. _ ....---- ,,,,,,tt ,.,, 1 j iplik -\ l I I I I4/ *i *kr -7- i=6...-' ;,: 1. 11 , 111-iii _ J % v. .. ..: , ., . ; .„-------"-\ „1..-,.:........:.;.,.: 'r': =, �. �` --- TREE PLANT SCHEDULE :•;:.:. •:.,..:;":••::. , —:.' .:-.'.',:•.'1,:.... .•,:.4r \-- C` : :;:.;.a }., .'..; �t 10.,,...----(0° t MATURE SIZE / :\ i '11 SYM KEY BOTANICAL NAME COMMON NAME (HT.xSPRD.) MIN. SIZE CANOPY/NOTES of. ��S; ♦ CD .J._',r 11 CRU, TYP. �— 14o' ACRU ACER RUBRUM RED MAPLE 50'x40' 6"CAL. 1 •256SF1 ANY SOIL ""'1 "0 Tib,.• -~ SEWER EASEMENT \/10 " ,ice CECA CERCIS CANADENSIS EASTERN REDBUD 25'x25' 1.5 CAL. 491 SF/ANY SOIL ^, '#'r �+� MALUS DOMESTIC-A W ‘r /�1 Iig1t* MADO NEWTOWN PIPPIN' APPLE 20'x20' 1.5"CAL. 314 SF/ANY SOIL � � 'NEWTOWN PIPPIN' illip. • ,_ �, PIPO PINUS PONDEROSA PONi7EROSA PINE 200'x30' 6'HT. 707 SFI ANY SOIL /l4110%. /� a QUFR QUERCUS FRAINETTO FRAINETTO OAK 50'x30' 1.5"CAL. 1,590 SF/ANY SOIL o--. .....--- ° „-- ° L _s .N..--\ ` �4\ RHPU RHAMNUS PURSHIANA CASCARA 35'x25' 1.5"CAL. 491 SF/ANY SOIL TO WET 0 o �\\�ti� //... THPL THPL THUJA PLICATA WESTERN RED CEDAR 100'x30' 6' HT. 707 SF/ANY SOIL TO WET I., ' h. f ' �� LILAC ULMUS ACCOLADE MORTON ELM TREE 70'x60' 1.5" CAL. 2,826 SF/ANY SOIL 0 CU 'L 3 3 }' U Ir. , I w //iGi /"". P. (- --i, I ,' : N OM fX BUFFER/ SCREENING AREA PLANT SCHEDULE: 30'x357'10,710SF1 1,000SF PER (10)#5 8�(20)#1 PLANTS = _c ti (108) #5 8(125) #1 PLANTS C�. E 7„ as = Cn MIN. SIZE CONT. 0 IZ SYM BOTANICAL NAME COMMON NAME (HT.xSPRD.) SIZE CANOPY/NOTES i ,p MAHONIA AQUIF. 125 PLANTS AT 24"O.C. IN CO = CD CO 0 o COMPACT OREGON GRAPE 12"x12" #1 CONT. � COMPACTA' GROUPS OF 3 to 5 TRI-SPACED _ p �7 — V RHODODENDRON 'YAKU PRINCESS' 108 PLANTS AT 50" O.C. IN ~ I= (:) (-:) YAKUSHIMANUM RHODODENDRON 24"x24" #5 CONT. GROUPS OF 3 TRI-SPACED VIBURNUM TINUS'SPRING SPRING BOUQUETHEDGE 48" HT. IN 2 YEARS OF BOUQUET' VIBURNUM 3'x3' #5 CONT. PLANTING 3-WAY PERENNIAL RYE LAWN AREA SEED AT 7LBS PER 1,000SF RAIN GARDEN PLANT SCHEDULE: MIN. SIZE CONT. z SYM KEY BOTANICAL NAME COMMON NAME (HT.xSPRD.) SIZE CANOPY/NOTES PLANTING NOTES i 1. VERIFY LOCATION OF EXISTING TREES TO REMAIN PRIOR TO SOIL j/"/ JUPA JUNCUS PATENS SPREADING RUSH 12"X6" 4" Po-r BOTTOM OF SWALE 12" _1 PREPARATION. PROTECT ALL TREES AND SHRUBS INDICATED TO REMAIN. •///i/, O.C. I 2 2 CREEPING OREGON 35% SIDE OF SWALE 18" 2 O MARE MAHONIA REPENS 6"x12" #1 CONT. 0 2. VERIFY AND COORDINATE WORK AROUND ALL UNDERGROUND UTILITIES GRAPE O.C. r` BEFORE EXCAVATION. NOTIFY ALL UTILITY PROVIDERS AT LEAST TWO (2) RED-FLOWERING #2 35% SIDE OF SWALE 24" WORKING DAYS PRIOR TO BEGINNING WORK. 0RISA RIBES SANGUINEUM CURRANT 18''x18" CONT. 0.C. O SYAL SYMPHORICARPUS ALBUS SNOWBERRY 12"x12" # 1 35% SIDE OF SWALE 24" 3. VERIFY THAT THE CONDITIONS ARE SUITABLE TO PROMOTE HEALTHY PLANT CONT. O.C. GROWTH. DO NOT PROCEED IF CONDITIONS DETRIMENTAL TO HEALTHY On GROWING ENVIRONMENT ARE PRESENT, INCLUDING OVER-COMPACTED PARKING LCT GROUNDCOVER PLANT SCHEDULE: c SOILS,ADVERSE DRAINAGE CONDITIONS, DEBRIS, OR OTHER HARMFUL CIRCUMSTANCES. PROCEEDING WITHOUT NOTIFICATION DENOTES MIN. SIZE CONT. a ACCEPTANCE. SYM KEY BOTANICAL NAME COMMON NAME (HT.xSPRD.) SIZE CANOPY/NOTES i ,=, 4. COORDINATE WITH OTHER SUBCONTRACTORS AND TRADES TO ENSURE 30" O.C., 50% OF MIX PROTECTION OF GROWING CONDITIONS AND PLANT MATERIALS. COSA COTONEASTER SPREADING WILLOW 6"X12" #1 CONT. TRISPACED DROUGHT SALICIIFOLIUS'REPENS' COTONEASTER TOLERANT v1ARK DATE DESCRIP ION 5. REFER TO SPECIFICATIONS FOR ADDITIONAL PLANTING REQUIREMENTS, 18"O.C., 50% OF MIX _ �, CREEPING OREGON # 1 v METHODS, AND MATERIALS. Q MARE MAHONIA REPENS GRAPE 6x12 CONT. TRISPACED DROUGHT TOLERANT Issued: 08/28/2017 6. VERIFY PLANT QUANTITIES SHOWN ON THE PLANS BASED ON GRAPHIC ENTRY GARDEN PLANT SCHEDULE: REPRESENTATION. QUANTITIES SHOWN ARE FOR CONTRACTOR Scale: As Shown ra CONVENIENCE ONLY. MIN. SIZE CONT. 7. PROVIDE POSITIVE DRAINAGE FOR ALL PLANTING AREAS. SYM KEY BOTANICAL NAME COMMON NAME (HT.xSPRD.) SIZE CANOPY/ NOTES 0 3 8. UNLESS OTHERWISE INDICATED, ALL PLANTINGS SHALL BE TRIANGULARLY 30"O.C., 20% OF MIX SPACED. ILCR ILEX CRENATA'PAGODA' DWARF JAPANESE 12"X12" #1 CONT. TRISPACED DROUGHT HOLLY TOLERANT 0 9, ALL AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM, BOXLEAF HONEY 24" O.C., 30% OF MIX 3 THE IRRIGATION CONTROLLER SHALL BE EQUIPPED WITH 'ET' SENSOR& 0 LOPI LONICERA PILEATA SUCKLE 6"x12" #1 CONT. TRISPACED DROUGHT ADJUST RUNTIME BASED ON LOCAL WEATHER DATA. TOLERANT o NANDINA DOMESTICA'GULF 18" O.C., 25% OF MIX Copyright 16013 NADO HEAVENLY BAMBOO 24"x12" #1 CONT. TRISPACED DROUGHT 3 10. REPAIR AND REPLACE EXISTING IRRIGATION SYSTEM. O STREAM' TOLERANT PERMIT SET � o VAOL VACICINIUM 'OLYMPIA' OLYMPIA HIGHBUSH 18"x18" #2 CONT. 28" O.C., 25% OF MIX BLUEBERRY CULTIVATE SOIL FOR pH. Dm REFERENCE ONLY NOT APPROVED WITH THIS PERMIT LANDSCAPE PLAN J r, L200 a SCALE: 'I' 2a' 'PLANTING' .4— -1-1---- 1721_cu40 0° 0 10 20 40 50 I 40 I 30 I 20 I 10 I 0 I I 50 1 40 1 30 1 20 i 10 1 0 1 POINT OF / / CONNECTION OT \ = SEE CIVIL _ .. - --------N \ (I) ' _ ° Co o I . ° -- ADJUST EXISTING SW DURHAM RD. -,., :r 1 .rf 11 �_ ;�f '� ��f �� EVLT HEADS IN THIS AREA 6 \ 1 C- I I� J -- II56 BORA - - - - - ' _O.,E. . LINE - - QUICK COUPLER _ I - - I� - (7- _ L VALVE - - _ . 1 i I 1 �`. ,• i o trtfo f ii' 30 ,�,_�' �� Qr� of 'f?--*, ti w - - - olV.�� Jf�� iP 0. 1, tl, 411111 'flipt Oft •',,rl . a� 1 + :K i m * 'h 4 ❑° f ti if�,�� EX. _L_ . ///017.16 1 1 117 Li" 2 11" . Ai, O 19.92 CONNECT NEW Bora Architects, Inc. 4 . A E ` (` 5 1 \ , -� �, �* MAINLINE AND 720 SW Washington, Suite 800 _ `�;r► 3 CONTROL WIRES Portland, Oregon 97205 f7 r .d.� lik--- �! n g _ACM._ etc, ,� „r., .• �. : tl a i i1 v ,- , TO EXISTING 1:1C30.42 /' �� VALVE 503.226.1575 © •- -- /-N ' IIIIIIII: Pdir 3 1.5" ��' ►� � - - - IN i www.bora.co = - - - 24.98 ' ti EX. • F- - - J ` __=, . , v .r 4 1 .5 r • ' I 1.51, I Ld . / L _ 4 ,_____,_ ___, + �� 7 1.5"1 1,1 Aw...4 4) _ 6 6 6 1 : - 0 c / 37lir- wi .05 i , . . / iil•L W / •4rr . r vik .. 1.0 I 1 G � -`- - J 1 I / � r� 6 5 i . . . _-.,,, i // // t. - 1 .� .� Il. .,� VP VP C C C C v '. ' �� 1 \ 4 1 �� INEW INTERIOR WALL • . f i) ,,,.. / A 1-1/2" DIA. SCH. \ / I MOUNT CONTROLLER :: Cr ' 'a '`� '� I 80 PVC CONDUIT WI '�' J~,L1`11 / / PLACE MAINLINE AND �„ W1 (2)1-112" CONDUIT • �+_.-,�•. �•._ _ice.�__n___r__.-.f y �� EQUIPMENT SHOWN NYLON PULL '��` •r v J / I FROM BUILDING INTO '� `/ \I 4, F•9 o I ROPE PLANTING AREA 18" 4 _ o = opt J, ,- ,,. / IN HARDSCAPE FOR I - - 735 NW 18th Avenue GRAPHIC CLARITY; / �ssor, 4 TRE . //////////////l///// I --- BELOW GRADE \ �, ,\'�►,, - ~y,, ,�J ,�' and, INSTALL IN ADJACENT / �# 17 1" /4\, ,,,� ��/.� / 30.02 ,AI f Port �R 97209 - - - - (- - - ��-- - - J ,. 8 1.5" 503. 334. 2080 t PLANTING AREAS •�� ;") \ t 1 ` �, r:„ � ,.J � r,.�-F ,,,,,../„. a www. place. la ! 5.36 ., �� 4 . CONNECT NEW /41( /"1 _L.16 1.5" ,- .< �.,� r• er ,.. •� i ;ftMAINLINE AND / 1t . ` �► r �� • 37.26 329r CONTROL WIRES TO �4 . �,,_tet I I , i / ;;-' �� ' 9 1.511 INSTALL IN ADJACENT ., ; den' .00 EXISTING VALVE -� �+ + �' , , ;, / PLANTING AREA; 4 1 1 II II _s--- 26.37 F 1 11 I I i \ . 10 1 .5" SHOWN IN ■ ` HI 0 HARDSCAPE FOR CHARLES • UCKER C) • o , ' t ..''„i. / GRAPHIC CLARITY '1+ 10/121t�95 7 • ---- =� F� ,,. o ONLY. % OREGON .sem LE:ifr(. I �R • " I Ilk i 1 i�' G lii. • 4 {r 11 4 4 STORM *'� 5 4 14 1.5" 1 -''~- G� '01° 0 .� CONNECT NEW 1 _ 011111 _ . N ■ 's LATERAL TO o I, D • m EXISTING LATERAL i �r+ �� ms V 1411._ • ... 5 PIPES AND NEW _ a �','�.---- ., _rtitii01 _�•- " w ' IRRIGATION SCHEDULE r - • P00?" HEADS AS SHOWN i1 � � SYMBOL SPRINKLER BODY NOZZLE NOZZLE GPM PSI RADIUS DETAIL 1 r / / = -._ -:Imo_ :. \ o\► I I I I I I I I �i1 - �� 1-ii. COLOR SHEET 7��+ slw �' I I 1 I I I i Q HUNTER PROS-06-PRS30 RAINBIRD MPR-5F RED .41 30 5 8/L4.02 L - - -- - - - >A11 -__ -L----/\- -, J t41111-1 .®. HUNTER PROS-06-PRS30 RAINBIRD MPR-5H RED .20 30 5' 81L4.02 o \4Willi ,/� Li HUNTER PROS-06-PRS30 RAINBIRD MPR-5Q RED .10 30 5' 8/L4.02- - \ _ --6 - HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-8 GREEN 0.88 30 6'-8' 8/L4.02 ; 27.41 I-• -� + if Jr ` � - - _ 1 1TS'� SEWER EASEMENT i + HUNTER PROS-06-PRS30 RAINBIRD HE-VAN 8 GREEN 0.59 30 6'-8' 81L4.02 ::4_,:\ r -�� I? HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-8 GREEN 0.29 30 6'-8' 8/L4.02 A^`,\ � 41.1.011 , / '''.\A �, ( EX. 4 113.39 i, III?! • HUNTERP - `''� ROS 06 PRS30 RAINBIRD MPR 8F GREEN 1.05 30 8' 8/L4.02 - -13--1_.5" 4 / '- _11.-----\-010.. HUNTER PROS-06 PRS30 RAINBIRD MPR $H GREEN 0.52 30 8 81L4.02 �I I - ° ► - - ,;•• 0 t HUNTER PRQS 06 PRS30 RAINBIRD MPR-8Q GREEN 0.26 30 8' 81L4.02 / , .11. °IP 111111 I o HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-10F BLUE 1.78 30 10' 81L4.02 -46 + HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-10H BLUE 0.89 30 10' 81L4.02 3 . 0 // i .fc �-- L HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-10Q BLUE 0.45 30 10 81L4.02 3 D ® HUNTER PROS-06-PRS30 RAINBIRD MPR 10F BLUE 1.58 30 10' 81L4.02 oo -0 o /1 CC I�I 164 m11.1 PROS-06-PRS30 RAINBIRD MPR-10H BLUE 0.79 30 10' 81L4.02 W • lI ivHUNTER PROS-06-PRS30 RAINBIRD MPR-100 BLUE 0.39 30 10' 81L4.02N E 2 r., ® HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-12F BROWN 2.37 30 12' 81L4.02 co = 0) IRRIGATION NOTES co Ca 0 ct HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-I2TQ BROWN 1.77 30 12' 81L4.02 H Q 1 . VERIFY AND COORDINATE WORK AROUND ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. NOTIFY ALL ® HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-12H BROWN 1.18 30 12' 81L4.02 -6 1- U7 112 UTILITY PROVIDERS AT LEAST THREE (3 ) WORKING DAYS PRIOR TO BEGINNING WORK. it HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-12Q BROWN 0.59 30 12' 8/L4.02 0) o C, IRRIGATION SCHEDULECO 2. VERIFY THAT CONDITIONS ARE SUITABLE TO PROVIDE A COMPLETE WORKING SYSTEM. DO NOT PROCEED IF HUNTER PROS-06-PRS30 RAINBIRD MPR-12F BROWN 2.60 30 12' 81L4.02 -' SYMBOL DESCRIPTION MODEL DETAIL/SHEET CONDITIONS ARE PRESENT THAT ARE DETRIMENTAL TO THE EQUIPMENT OR WILL NOT SUPPORT A HEALTHY HUNTER PROS-06-PRS30 RAINBIRD MPR-12H BROWN 1.30 30 12 8/L4.02 GROWING ENVIRONMENT FOR PLANTS. N HUNTER PROS-06-PRS30 RAINBIRD MPR-12Q BROWN 0.65 30 12' 8/L4,02 M IRRIGATION SUB-METER - INSTALL IN VAULT SEE CIVIL 3. COORDINATE WITH OTHER SUBCONTRACTORS AND TRADES TO ENSURE PROTECTION OF THE SYSTEM ® HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-15F BLACK 3.70 30 15' 8/L4.02 INCLUDING BUT NOT LIMITED TO, WATER SERVICE, WATER METER, BACKFLOW DEVICES, CONTROLLER ® HUNTER PROS 06-PRS30 RAINBIRD HE-VAN-15H BLACK 1.85 30 15' 81L4.02 CONTROLLER - EXISTING - VERIFY OPEN STATIONS HUNTER IMMS CENTRAL CONTROL with LOCATION, CONTROLLER ELECTRICAL SERVICE, AND WIRE CONDUITS FOR CONTROLLER. C AVAILABLE* SITE CONTROLLER LINKED TO TTSD 2/L4.02 ® HUNTER PROS-06-PRS30 RAINBIRD HE-VAN-15Q BLACK 0.93 30 15' 81L4.02 O, 4. ANY NUMERICAL QUANTITIES SHOWN ARE FOR CONTRACTOR CONVENIENCE; QUANTITIES SHALL BE BASED HUNTER PROS-06-PRS30 .RAINBIRD MPR-15F BLACK 3.70 30 15' 8/L4.02 E ON THE GRAPHIC REPRESENTATION ON THE PLANS. - N BACKFLOW PREVENTER SEE CIVIL m HUNTER PROS-06-PRS30 RAINBIRD MPR-15H BLACK 1.85 30 15' 8/L4.02 2 5. INSTALL IRRIGATION SYSTEM IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. m HUNTER PROS-06-PRS30 RAINBIRD MPR-15Q BLACK 0.92 30 15' 8/L4.02 2 /11 MASTER VALVE - NORMALLY OPEN fir,, , �'� 6. IRRIGATION HEADS, EMITTERS, AND OTHER WATERING DEVICES ARE GRAPHICALLY SHOWN IN THE DESIRED V.� HUNTER PROS-06-PRS40 HUNTER MP3000-360 GRAY 3.64 40 22.5 30 8/L4.02 o LOCATIONS; PIPE AND OTHER SUPPORT EQUIPMENT MAY BE SHOWN IN PAVED AREAS FOR GRAPHIC CLARITY. ® HUNTER PROS-06-PRS40 ,HUNTER MP3000-90 BLUE 1.82 40 22.5'-30' 81L4.02 °- ® 314" BALL VALVE FOR WINTERIZATION KB! WLT-0750-S INSTALL ALL IRRIGATION EQUIPMENT IN LANDSCAPE AREAS UNLESS OTHERWISE INDICATED. PLACE PIPE AND I m CONTROL WIRE IN COMMON TRENCHES WHERE POSSIBLE. ® HUNTER PROS-06-PRS40 HUNTER MP3000-90 BLUE 0.86 40 22.5 301 81L4.02 c REMOTE CONTROL VALVE - SIZE AS SHOWN RAINBIRD PEB SERIES ® HUNTER PROS-06-PRS40 HUNTER MPLC515 IVORY .22 40 5' X 15' 81L4.02 q 7. PLACE ALL VALVE BOXES IN PLANTING BEDS WHERE POSSIBLE, AND LOCATE TO ALLOW EASE OF ACCESS FOR ® HUNTER PROS-06-PRS40 HUNTER MPRC515 IVORY 22 40 5' X 15' 81L4.02 MAINTENANCE CONSIDERING PLANT MATERIAL AND OBSTRUCTIONS. SIZE BOXES TO ACCOMMODATE I v`p „ CHECK VALVE - INSTALL AS NEEDED TO PREVENT LOW HEAD COMPLETE VALVE ASSEMBLY INCLUDING WIRE, ISOLATION VALVES, AND UNIONS. SET VALVE BOXES IN A A HUNTER PROS-06-PRS30 RAINBIRD 1404 BLACK 1.00 30 3' 8/L4.02 DRAINAGE UNIFORM MANNER, SQUARE TO ADJACENT PAVING. ALIGN AND EVENLY SPACE GROUPS OF BOXES IN A MARK DATE DESCRIPTION UNIFORM AND ORDERLY FASHION. ONLY ONE VALVE PER BOX. BOX LOCATIONS SHALL BE STAKED IN FIELD QUICK COUPLER VALVE RAINBIRD 44-LRC AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. i'''' '!' Issued: 08/28/2017 d LATERAL LINE, SCHEDULE 40 PVC, SIZE AS SHOWN 8. ADJUST THE ENTIRE SYSTEM TO PROVIDE UNIFORM EVEN COVERAGE. ELIMINATE ALL FOGGING, AND Scale: As Shown OVERSPRAY ON TO PAVING, STRUCTURES, OR NON-PLANTED AREAS. PROVIDE A COMPLETE WORKING o - - 2" SCHEDULE 40 PVC MAINLINE, UNLESS OTHERWISE NOTED SYSTEM. PVC SCHEDULE 40 - PIPE a N 4" SCHEDULE 40 PVC SLEEVE, UNLESS OTHERWISE NOTED 9. STATIC PRESSURE IS UNDERSTOOD TO BE A MIN, 67 P.S.1. AT THE POINT OF CONNECTION (DOWNSTREAM OF SIZING CHART 7 BACKFLOW PREVENTOR) VERIFY PRIOR TO COMMENCING WORK. NOTIFY OWNER'S REPRESENTATIVE o IMMEDIATELY IF ACTUALFIELD DATA DIFFERS. IF PRESSURE IS GREATER THAN 70 PSI INSTALL BRASS GPM PIPE SIZE XX.XX VOLUME IN GAL/MIN1 3 PRESSURE REGULATOR DOWNSTREAM OF BACK FLOW DEVICE IN STANDARD VALVE BOX WITH BLACK LID. 0-12 1" : 1 X" ZONE NUMBERIVALVE SIZE Copyright 16013 1 10. THE SYSTEM IS DESIGNED TO OPERATE ATA MINIMUM DYNAMIC PRESSURE OF 50 P.S.I. ATA MINIMUM FLOW 13-30 1.5" 1 Ln Q *IF EXISTING CONTROLLER DOES NOT HAVE SUFFICIENT OPEN STATIONS, PROVIDE AND INSTALL NEW CONTROLLER. OF 40 GPM AT POINTS-OF-CONNECTION. NOTIFY THE OWNERS REPRESENTATIVE PRIOR TO COMMENCING PERMIT SET L° °,1 . NEW CONTROLLER TO BE HUNTER ACC WITH ADDED ET AND SOLAR SYNC SENSORS. WORK IF ACTUAL FIELD DATA DIFFERS FROM DESIGN PRESSURE AND FLOWS. 31-50 2" REFERENCE ONLY 2. VERIFY CONNECTION TYPE (PHONE, ETHERNET OR HARDWIRE) OF NEW CONTROLLER TO TTSD CENTRAL CONTROL. PROVIDE APPROPRIATE COMMUNICATIONS 11 . INSTALL ALL IRRIGATION PIPE AND WIRE IN CLASS-200 PVC SLEEVES BELOW ALL PAVED SURFACES OR NOT APPROVED WITH THIS PERMIT ' N MODULE FOR ON-SITE CONTROLLER TO CENTRAL CONTROL. STRUCTURES SUCH AS WALLS, STAIRS, AND OTHER IMPROVEMENTS. SIZE OF SLEEVES SHALL BE MINIMUM 51-70 2.5" IRRIGATION PLAN Lia' 3. NEW CONTROLLER TO BE WALL-MOUNT; SITE IN BOILER ROOM OR SIMILAR SECURE AREA NOT ACCESSIBLE TO THE PUBLIC. TWICE (2X ) THE COMBINED DIAMETER OF PIPE TO BE PLACED IN SLEEVE. MINIMUM SIZE 4" WITH 24" COVER, 40 L300 Q� MINIMUM. COORDINATE PLACEMENT OF SLEEVES WITH OTHER TRADES. 71-110 3" SCALE: 1" = 20' � ` 0 10 20 40 12. SIZE PIPE TO ENSURE THAT MAXIMUM WATER VELOCITY DOES NOT EXCEED 5 FT./SEC. I 50 I 40 1 30 I 20 I 10 I 0 I 50 I 40 I 30 I 20 I 10 i 0 I . . GATE HANDLE AND LATCH W/ BIKE RACK, SEE SPECS. 1" MAX. i" x4"x METAL MOUNTING / 8'-O" O.C. MAX ,' 3/8" TRUSS ROD PLATE BOTH SIDES GALV. FINSH SURFACE DOME CAP .. PANIC BAR AND LATCH W/g. 1„ NIN ile 18" TIES ), GALV. TOP 6 ,, RAIL - EDGE OF PAVING 0 x4"x48 METAL MOUNTING GALV. ,,,,, / 6 30 IIRZA , , ih. -.11k mom /I // // \ // x/ / ,X,// 4/14; Ailik' 11111511/FH Vr 1110P4 ik Ai -. •.. A - ..... „.....,__. -.- 4.i • .1011 PLATE, OPPOSITE SIDE OF END/ IV ARA , GALV. LINE POST ,4 ..• _____] __ ...) A ow- _,:.01 GATE HINGE _____."_s) 111°' 40-416 . FINISH GRADE POST • , x 40 SECTION ,.. , GALV. STRETCHER BAR AT V TYP. • •:, .d 4 -, ' Bora Architects, Inc. 0.41LAIMOA_ A _IIIK -AISVW"8 N , , . STRETCHER GALV. CHAINLINK ' 4 < ' 1---- COMPACTED 0140411; iiiip.'6 161 1 r ,44L-)t 0 1041.--14°1 ittv • 410-&.?0,„.4v ArA;c:?-6.4., Ai.,,,,„litr-,-ll , AGG. BASE 720 SW Washington, Suite 800 Portland, Oregon 97205 , GATE POST t(i) , MESH zi- riffitFIT-±.----WEETtn-±aj=" 1 1 1-ETIETHEMETITEM-f-TEfft-fiLa 1÷--11-1 -_-rj---1=11 COMPACTED , .,. WELDED GATE FRAME •N / ii -111-111-111-111-111-11 -111-111-111-111-111-11 -Iii-111-111- 1-111-11 HI wwvv.bora.co __,. c. 1-7----3 r- - -----w•c =[=7.:1IN r.... :=-] r--7-251 GALV. 24" MIN. CLEAR , 21-0" 0.C. , 24" MIN. CLEAR , SUBGRADE 2 -- CHAIN LINK MESH, TYP. AND I* 6'-O" • Jr - NOTE: Zo i BRACE , .+4 0.) BANDS, V 1. CONFIRM THAT c. ... HEAVY " 1 . l'.-3" TYP. 2'-6" TYP. , 1'-3" TYP. ,I., BIKE RACKS WILL 7 GAUGE TENSION WIRE X 1" , HOG RINGS ... 7 GAUGE TENSION WIRE . i. . HAVE 24" CLEAR OF 6-4 12" ALL STRUCTURES ,..-7-T.-- ° ii .... NI ° ... ( FINSH GRADE/ 4 A.&flk z, FINSH GRADE/ • 4.,'W 1 ` 1 . .' , ' -. 11'1 • •-•., , 1 IN 4IW FINSH SURFACE ZNI -t-i # - IN ALL DIRECTIONS , , , - '• c \ 7 \ \ \ /\ \ \/ \ 7 i 2 ( A --iie' . .7 # ,z FINSH SURFACE PRIOR TO _., i , INSTALLATION. c--- CONCRETE FOOTING CONCRETE FOOTING • .. 7 -j-• .F.- 17. -_-_-_- 77--2, xi-FGArv. ITAN-ijorr -t7 - - - ---ii-- 1 11 1 i . , _ _\___ ..,„_„........_ ......... __, _ ,_ _. _.. _. ,__ ,_. ___, ___ _ ,...„--__ z 5 I . _ _ NOTE: LIJ - . I Mil:" 2 _ : ,I [ . _ 1-- I = - 1 , - = BIKE RACK NOTE: 5 , - WELD SUPPORT TABS TO 4 • 4 A ---- A I 14 -. I - I - _ - ---' 4 A • ^ • - - A - - 4' ." - FRAME & DRILL HOLE IN ' . I l• 1 WELD OR FASTEN I I II I ! .. 1 I '11- INSTALL TOP OF Eil - - . _ • ___ HARDWARE & PLATE TO --"' - ,,,, ... - FOOTING BELOW i',-) MOUNTING i-0 1 T • .41 1 -. - i I- i „ - PAVING TO RECIEVE BOLT iii 111 -7111 II - "4 4 :- 1 1 1 111 111 III II HI II ri- A II IA • 1 TTI GATE WITH COUNTER Zi) •- 1. 4 ' --- 1 - 1 I 1 • 1 1 1 111 111 1111 1I 11 1 I •4 ! - MIN. 2" FINISH HARDWARE & PLACE co - - EMBED DEPTH SUNK FASTENERS AND el GRADE IN PLANTING A A , A .4 , 1 1 ''IL. 1 . I ' 1 1 ' ' ' ' I 1 I r I f ' c i ____ • ' • ' 4 1 _ OR WELD & GRIND SMOOTH PRIOR TO • • • • - 1- - 41-L-1 . 1_ 1 I -71---- I 1 '' - 11- MIN. 4" IN PAVING. PER MANF. 735 NW 18th Avenue Portland, OR 97209 - . - CROWN TOP OF • . . • • • • - GALVANIZING. ALL ENDS ., .* / FINISH SURFACE 503.334. 2080 h -ilimillr" III III III III III III III 111-111 III 111 m IH 111111111mM -if FOOTING TO DRAIN. www.place.la OF MESH AT GATE: 11111111-111111 111 III 111111111 11111111 III III III IIIIII111 -111l''1.,,,,, , • rii'--iih c. ' DIA. PKNUCKLED. 12'-0" ---c , TY . ' / DIA., TYP. COMPACTED SUBGRADE ELEVATION COMPACTED SUBGRADE - IS TETI) _ ,e) Ati CHAIN LINK GATE CHAIN LINK FENCE BIKE RACK 329' 1 0114P .api° • 'ç SCALE: 1" = I-0" SCALE: 1" = 1-0" SCALE: 1" = 1'-O" 411w..- L-1 H CHARLES RUCKER C.) v-t\ 1010995 'CZ.7 6 OREGON,,<•Y, 4 . 4 GATE HANDLE AND LATCH W/ it" 3/4" MAX. x4"x METAL MOUNTING PLATE ), 8'-O" O.C. MAX. „ (3) METAL RAIL 15„ --1 PANIC BAR AND LATCH W/i" / , 3- x4"x48 METAL MOUNTING d TYP. 16 - ,-,-- •-••• [I I .=I PLATE, OPPOSITE SIDE OF I H H j ,---'-' 11 II / 1 ° 11 GATE -III 11 II IIIIHIIHHHHIIHHHIIHHIIT] II \ - .. o .., ..._. - ! cd ,, -- NOTE: METAL PICKET REMOVABLE BOLLARD L.. -''' '' / _ _ 1's WELD OR FASTEN HARDWARE & (1) PLATE TO GATE WITH COUNTER LOCK- BY OWNER ,4-0 SUNK FASTENERS AND OR WELD C GROUND SMOOTH PRIOR TO ''? MOUNTING FLANGE CD PAINTING. kr• ‘.1:i' CONC. FOOTING 0 _ HINGE POST METAL POST &) / 2 DETECTABLE WARNING = Zo HINGE SELF CLOSING, SURFACE, TYP. 0 _ ro ' .4 1:4---- 0-I POOL, PET & PLAY SPRING, TYP. CONCRETE PAVING r) cz / ... /7 '6--c7 r--- FINSHGRADE/ . .- , . , .4 .- .- . .--...- -1-7-7 '. .:1-7-7. _ ,._„.„...„,--------- -- BOLLARD SLEEVE 3 3 ... ._...s ,--- F1NSH GRADE/ i'\1 4-1 -,-] [-k--1-] / FINSH SURFACE . . . . . . . 4 4 4 iol, 4. 14. .4 • a i NOTE: ] ' ' 7. ' COMPACTED AGGREGATE BASE ° "0 co 0 ---75 -I / F1NSH SURFACE \ litaliggillakA". . .. ', ) 4101"111i * 8" GALV. ALL-THREAD 3/8"0 W/ NUT -F) LLI :.,_ ,. .,i L. . --, • , E "1- NOTE: - 1--1 .-- T-171-71-717-11-71-717-111 1 i 1-717-117-771 -717-177 1 I i I-- --'. II -1_-_-.7 - 2246 ler - cjb Alf, ----' "..- EA SIDE, OR APPROVED ANCHOR C/) co CN1 7:7- -- - -17-17 i 1 7-17-17-1-717-1 777.- - 1 WELD OR FASTEN w • - - w 1.... I . : , ___ . - I - FOOTING BELOW 1E1 1 1:7_-_-1 1= .•0 ilteiaiger E (... ... f., ______ I H - HARDWARE & PLATE TO w . 1 A , - III 111 il 1 1 '-1 I I= COMPACTED SUBGRADE co = 0, • \ -=1E111=111)1E11-1 -1E111-111111M11-H11 111E1 1.a.---_--= I 1 I - Al I • MIN. 2" FINISH • - A GRADE IN PLANTING ro CZ Ca ce ____ • ! I' GATE WITH COUNTER 4 g:1 u) (2 ' .1 1° 4 - I 4 - 1 --..- '41 -III-III-m-1 I-1 1---T-I--t 1-1 I i i I I.--- - _ • ' A I ' - A I 4 ---: MIN. 4" IN PAVING. 4 '1' 6 = I- 0 .,- - -, 1 '4 - SUNK FASTENERS AND !ct- A I I III- III--I I I III III--III -III I I -III--III I - I A I / ZO - - • . 1 I A 7-7- -I V A ' I " I " I " I " I " I " I - - V ' 7--- OR WELD & GRIND c\I / - CROWN TOP OF 2'-O" -6 L. (I) -6- . co CD CO SMOOTH PRIOR TO 1- J • - - , -III III III III III III -III, III III III III III III LI, -• !Li ` : f FOOTING TO DRAIN. 1 1j 03 = cm - 1-• ut--i' - 111 111 111 III 111 111 111 ' " ` - --1=1 A 11 A A A I....A.A . CO i- li 4 4.., -a. , 1 _ 1 t ' A , . -. 1 PAINTING. , A . 4 1 i 1 • ''..".' \ 1 1 1 `N, I 1 I I , I • . I . . . . . . . . . , . . . . . „ . 1 I . .N,‘, CONCRETE FOOTING I . . „ . . . I , JCONCRETE FOOTING 121-0" , COMPACTED SUBGRADE COMPACTED SUBGRADE /DIA., TYP." , DIA., TYP. ' DECORATIVE METAL GATE DECORATIVE METAL FENCE / 2'-O" / BOLLARD 4MOUNTING 4A SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" EQ. , EQ. / . FLANGE BOLLARD \ 0 0 0 0 0 0 0 6 0 0 TACTILE 2 2 00000 00000 WARNING Cj 00000 • 0010 EU PAVER, 0000r • froo w io 000r N000 TRIM EDGE TO co ACCOMODATE 65 0 0 0 s 4 0 • 0 BOLLARD ,.. AT BUILDING FACE OF BUILDING AT FENCE 0000 .. .‘ 0000 cu Cj FENCE/GATE POST o o o o 0 o o 0 o o w -1- CONCRETE PAVING o 0 o o o o o 0 o o w 1. o o 0 0 o o 0 0 o 0 R1. TYP. R CONCRETE PAVING co `. SLOPE1- -2 TYP. TYP ----NNS,41-"CiTFF.i" FINISH GRADE MARK DATE DESCRIPTION FINISH GRADE o '--"-- z . iz I- 4 • . „ ."'""" 5" ' 4 '4 1 1=11 I 1=1 I COMPACTED :111111= - - -.. 11=11 =1,,, COMPACTED L- - PLAN Issued: 08/28/2017 4-1/2" \ 17:77fili 11-H--1 ,10.1- ' : ' /41==i 1 AGGREGATE BASE, 1 1--,- '14, : Adio--igeHt...1 mg AGGREGATE BASE Ld E U 4" i:111----E1 AR 4' ' ' ' ki. 1=1 BEYOND FULL WIDTH d z AblbatAAttat& I I 17-:7' Ntk 1=ji I lAllit ' :111111=1 ,, Scale: As Shown = ' , ' 11- EI I D i f=1 I__ Ell Ell Ell I 1 I 11----- 1E-111-=111 4 ' 4 .: 1--- I= -.41 I LA 1 I-1=1 I 1 1=111=1 I 1=111=11 COMPACTED SUBGRADE 111=111=1 11 I =11 COMPACTED SUBGRADE cp -r.----7-17-717 . . -7-- ON pi Cs p FENCE FOOTING REMOVABLE BOLLARD . .,,_ ,I, 1-0" 4, 6" ,,,, 6" 4. f---- _1 74 I EIII SCALE: 1" = - Lc, o r, 3 ---. 7 z CONCRETE MOWBAND Copyright 16013 1 . 0 5PERMIT SET SCALE: 1" = 1'-0" tn trl a 0 D C C_ 0 0 s_ SITE DETAILS 1 I REFERENCE ONLY NOT APPROVED WITH THIS PERMIT MIT L400 ..... . ..... i 50 I 40 1 30 1 20 I 10 I 0 I 50 I 40 I 30 I 20 I 10 I 0 I 6 6 30 -1". A NOTE: # TRUNK FLARE MUST BE VISIBLE AT TOP OF ROOT 1. PLANTING PITS SHALL BE "�,�., BALL. DO NOT COVER TOP OF ROOT BALL WITH 2X DIAMETER AND 1 112X jJ' SOIL. TREES WITHOUT VISIBLE TRUNK FLARE DEPTH OF ROOTBALL x ��" VISIBLE SHALL BE REJECTED Bora Architects, Inc. GUY WIRES (14 GAUGE FOR TREES UP TO 2.5" CAL.; 2. ROOTBALL CROWN TO BE NV D BERM TO FORM DEPRESSED 720 SW Washington, Suite 800 SLIGHTLY ABOVE FINISH I. �`M WATERING BASIN (TO BE Portland, Ore on 97205 12 GAUGE FOR TREES OVER 2.5" CAL.) PASS WIRE GRADE BEFORE MULCH IS g Y2" li REMOVED PRIOR TO THE END 543 2261575 friTHROUGH DIAMETER HOSE LENGTH TO APPLIED. k ,�(��, � OF MAINTENANCE) — PROTECT BARK. DO NOT ALLOW WIRE TO �' FINISH GRADE 3. CUT AND REMOVE ALL ,16°,� www.bora.co CONTACT TRUNK OR BRANCHES OF TREE. BINDING FROM THE TOP AND = "�� ': """" fi' MIN. DIAMETER BERM TO FORM DEPRESSED - '�` �- -i1 k FINISH GRADE SIDES OF THE ROOTBALL ;--'r:, ! 3" MULCH LAYER SEE SPECIFICATIONS. WATERING BASIN (TO BE REMOVED PRIOR TO THE -,. `, - .._._i BEFORE BACKFILLING. �" � `� ``��'.` ii�� MULCH " END OF MAINTENANCE) ROUGH UP EXTERIOR >_� ,<:'': y:.;., 11 PLANT TABS SEE SPECS. (3) APPROVED TREE STAKES SEE SPECIFICATIONS, SURFACE OF ROOT BALL rlL • : .,: : t:--'-:: �W SPACED EVENLY AROUND TREE. DO NOT PENETRATE AND EXTEND CIRCLING i=i % i�14:1 BACKFILL MIX SEE SPECS. ----, r ..„,,,4yy _ _ _ _ z 4 > /' 11 �_ �— �\r ROOT BALL WITH STAKES; REMOVE STAKES AND TIES ROOTS OUTWARDSINTO � f ,� 'c•►'�� I I I_I HEI .,._ �� \\ ( H I H I H ( H ( (—III—I �/� 11, -1 iii mimi-i i ,- UNDISTURBED NATIVE SOIL OR _ ,. ''�,� a ONE FULL YEAR AFTER PLANTING. PLANTING PIT. ��-,�I�I �i ��=��i�ii� .0 , '� 1P1 IHI II- l �� ' COMPACTED BACKFILL MIX SEE �\\ff\ III—III I I )I I )I H—III PLANTING SOIL PLASTIC �, J �► '� 3" MULCH LAYER. KEEP MULCH CLEAR OF TRUNK.FLAGGING � �:�:. : �- ,� � �,� 4. KEEP MULCH AWAY PLANTING PIT SPECS. / =r 1- `•' `_`= FINISH GRADEMIN.2X DIAMETER �— NATIVE SOIL + BREAK UP PLANTING SOIUSUBSOIL INTERFACE BY DRAGGING OR OTHER E= <;,'_ ,r. FROM WOODY STEMS, OF ROOT BALL BACKHOE TEETH THROUGH SURFACE OF COMPACTED SUBSOIL VISUAL 1 _ ' - i SPECIFIED PLANT TABS - SEE / \/\\ \\/\\ \\/�\/\\/\\/\\/\\/ :ll=, l /\/\/\/\f\/\/\ \ \ MARKER =u �" MANUFACTIA URERS RECOMMENDATIONS5 5 / / / / / / �/ /j / BEFORE INSTALLING PLANTING SOIL „�,� _ r_ \f\/\/\/\/\/\f\/\/\/ ON EACH Milk•`�, ' _�r°= -\ SHRUB PLANTING �\\ \\ \\ \�` \ \\ \\ °\\ \\ r=l� = : :`:�, %of = BACKFILL MIX SEE SPECIFICATIONS 1 �'�/ / / // // f/ 'r/ // /f WIRE ,,,,.00 _ � / / / / / / / \ Walt` ' �ar=:�r�:n --..1.1-13 -14.1-4::- ' _�u" °T �-"i��_G°. ____} SCALE: 1/2" = 1'-0�, \ \\ \\ \\ \\ \\ \\ V SUBGRADE-COMPACT TO MAXIMUM 75-80% PROCTOR �- _1ter= u. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP \ � ir�gfl; :� r-=.= sir°- `1=1317 fr ��i f r-11 a-1:11 it '- tifis �E:_"` FROM TOP OF ROOT BALL. CUT WIRE BASKET (IF P L AC E ,ir"„ '_' ter--,„:„.„,.....7„..ranIlaf- USED) IN FOUR PLACES AND FOLD DOWN 8" INTO "- PLANTING PIT. 735 NW 18th Avenue Portland, 0� 97209 PLANTING PIT SET ROOTBALL ON NATIVE SOIL OR 90% DRY 503.334.2080 MIN.2X DIAMETER DENSITY COMPACTED BACKFILL MIX 4 w w w.p I a c e.l a OF ROOT BALL 1 11 NATIVE SOIL 10h6 { SOIL PREPARATIONCEVERGREEN TREE PLANTING �, S Not to Scale SCALE: 1/2" = I'-0" , 'K `�V� 4 '4 ►-�-�1 `GI MAIN TRUNK 329, � r i11111P 4.00 0 lrM .- -� TRUNK FLARE MUST BE VISIBLE,lDO NOT COVEF TOP OF ROOT WITH SOIL. TREES WITHOUT E-4 TREE PLANT SPECIMEN " VISIBLE TRUNK FLARE VISIBLE: REJECTED CHARLES KER OPEN SOIL VOLUME z 'S' NOTE: iliii' /� k. 1on2/ises ,� CURB Q X S = SPACING ON CENTER 40 /I►��A MULCH LAYER SEESPECS., KEEP dREG0 `�ticn i AS SHAWN ON PLANS �" MULCH CLEAR OF TRUNK g� PAVING •- t r cc / fi MIN. DIA. SOIL BERM WATERING BASIN %El A 4 COVERED SOILZMDE E - (REMOVED PRIOR TO THE END OF MAINT. 4 N PERIOD.) COMPACTED ,.�`'n _ \`/ffV> ` .,- / ` FINISH GRADE I I-I I I--111_"' f�°o /\ \\/P'0°0', III i l 111'-11 )41tre% 60° 7111-IlIElI13 oo ;Q\//\/ogop =111- -111-ii} _ 4,04fSPECIFIED PLANT TABS SEE -Il1=III-111 �� ,'• -Ili-11=III-III_ 1/2 S UNLESS OTHERWISE �/ �` MANUFACTURERS' RECOMMENDATIONS '=1 I i-i I I-I I I Ii I I--I 11=1 11=1 11=1 11=1 I I-I 11=1 11=l i I_- , 3 ;��,�/f. _ ,��,,f,,, .. .� 11-=111E-11111 =1 111 I IIIIIII-I 11=1 11=1 11=1 I I-i'' Ti=1 I I-I i -i i=� I_III-III-I 11-1 I I-{ �- Ass�ow�vQ,►vp4arvl��i_�� /� SPECIFIED �I� " ;:. ,�'--10- BACKFILL MATERIAL SEE SPECS. _11 EQUILATERAL TRIANGULAR I ::=' . : v" :;: i REMOVE ALL TWINE, ROPE, WIRE, �=� AND SPACING =11—.....: ;\''�.+.'—, ff/1�:. l 1-I I 1-I 11=1 =1 11=i 11=1 I I IJ.=arL- 11-1 I BURLAP FROM TOP OF ROOT BALL. CUT EDGE OF PLANT BED, CURB, =LI I—III—III-1 R I—III-111— -III-I I 1-1 I WIRE BASKET (IF USED) IN FOUR PLACES WALK, FENCE OR WALL ISI I1-111=III==III=111=111-1 = 1=1I -111-III-III=11ll=III- -111-111--- =11 AND FOLD DOWN 8" INTO PLANTING PIT, — OV E R E D SOIL PREPARATION G RO U N D G OV R R S PAG I N G PLANTING PIT SET ROOTBALL ON NATIVE SOIL OR 90% DRY CDMIN.2X DIAMETER OF ROOT BALL \T DENSITY COMPACTED BACKFILL MIX 6)CNot to Scale SCALE: 1/2" = 1'-0" NATIVE SOIL a) 0 TREE PLANTING 0 SCALE: 1/2" = 1'-0" 0 5. R 3 4 3 U = -1:3 EXTENTS OF PLANT GROUPING Ile* { o 73 CV o L� BEGIN LAYOUT FROM OUTSIDE, r, 4 110,6 ' E, �, N SPACING PLANTS EVENLY ALONG N b •i� i .ls$.••., INV BOUNDARY OF GROUPING. USE g A II .� di b,,iTRIANGULAR SPACING SO THAT w` , fir — I ROWS OF PLANTS ARE OFFSET. ti i O it2a*Ar grifinampirt0,11, via -6 L. L L A IN �}IWOKMPil 111 "� XI NOTES: �'"� " ' 1 114 � � "�"� r IrlikarripardirM i `�./� 1t2'S 1. PLANTING PITS SHALL a jlip,,, TREE GUY WIRE .400.... irse ` ,�,-'�`� 1 BE 2X DIAMETER AND BERM TO FARM DEPRESSED -.41416 ( 1-112X DEPTH OF WATERING BASIN; TO BE A� ROOTBALL 2 REMOVED PRIOR TO END OF NOTE: 6° MAINTENANCE PERIOD dorfibillikid _ 2. ROOTBALL CROWN z S - SPACING ON \ FINSH GRADE 1 111144111111tallor( CENTER AS TO BE FLUSH WITH 4 ;�, , ,ffff,,,ySHOWN ON PLANS FINISH GRADE I I I ` ::..,:-:. • ;: :,:;',:`Q =111__ .\:'. I 3" MULCH LAYER; KEEP AWAY -1II ; =1 ii -Ili-I 1-I 1 FROM WOODY STEMS a CUT AND REMOVE ALL _ _ IIIIIFAW co BINDING FROM THE =111 : : :>:'' PLANT-I I 1=1 :�,::�'�►��.�/1�:: ..: I fl f I LA TABS, SEE TOP AND SIDES OF THE SPECIFICATIONS cm 2 ROOTBALL BEFORE `� =III=11 _ �j�;;: 1=11 2 MASS PLANTING LAYOUT BACKFILLING _111111111=TI=III 111=11 Ill =)II=11 BACKFILL MIX, SEE N SCALE: 1/2" = 1'-0" 1-111,-111-III-111=111E1I ili- X111„ SPECIFICATIONS 1-> COMPACTED BACKFILL MIX, SEE SPECIFICATIONS m NATIVE SOIL L MULTI-STEMMED TREE PLANTING a ADJACENT LAWN AREA3 SCALE: 1/2" = 1'-0" i MULCH L MARK DATE DESCRIPTION / PLANTING BED E Issued: 08/28/2017 � Scale: As Shown ♦ WOOJJ 000 / i� /\\/\\/\ \ �O�✓�✓��>r0>�>�i��j0>>Oyp��'>�ji�aj>�`jO�a��rf�� //.LrrJ /\/�/j/ /\/ / / o o � i��p0>%�j>� �v�J?0�. h��>jr, `��7 O`/\/\/\\\ ► \ \\/ \/,< �fj\/1 ��?^� i``>/9>li�ip``?`>>``l yOq�?�`>`0>ia>f``� \f v�7 f\ f\/j�j' �'� \/ ro � 'ifff/ f\�f\/i fi ' f Ty'�f\' `\\�/yam\\f\\� y/\� \\\\'i,XV�\\f\ 4 /,\,\e-IVA irfr f>:/,\�\.i',\l>,/ f.�. ;//z \ fig .c fi Gi\\c o3 x L Copyright 1 601 3 v 1 PERMIT SET ax 0 Lo `= 0, SHOVEL CUT SCALE: 1/2" = 1'-0° 91 O PLANTING DETAILS a� REFERENCE ONLY NOT APPROVED WITH THIS PERMIT L4. 0 1 I 50 I 40 I 30 I 20 I 10 I 0 I I 50 I 40 1 30 1 20 1 10 I 0 r-J SUB METER- SEE CIVIL — 2'-0" MAX- 0 120V POWER& M COMMUNICATION- SEE I 6 BORA ELECTRICAL6 I /// /.(/ //////j 0FINISH GRADE BACKFLOW PREVENTOR SEE O TRACER WIRE OR DETECTOR TAPE \ CIVIL INTERIOR ° IRRIGATION 1 �A. {�% % ,% .�% ..-� ��% .. BACKFILL WITH SOIL 1'-6' MIN. ;�i.�!��f�i$�! ��. ��.�� rs�!!!►%�! j © O CONTROLLER �r.,a�.�r11H 1 �c\r.\.,i\�\i.,��,�y.�i,��, EXCAVATED FROM TRENCH C _ CL4.02SCH- 80 Pvc, DIA. AS REQUIRED, 2x MIN. I.----------.---- Bora Architects, Inc. - /�j/\�/\ �- O 1"SCH 80 CONDUIT FOR MOISTURE 720 SW Washington, Suite 800 V \ / SENSOR WIRING CONTROL WIRES \/ \� TO REMOTE Portland, Oregon 97205 � els, \ 0 O6 IRRIGATION LINES,TYP. QUICK COUPLER 7 503.226.1575 �//\` r/ \ CONTROL VALVES VALVE PROVIDE L4.02 1 \ �� • 0 �7 SUITABLE PIPE BEDDING MATERIAL PURPLE CAP FOR 4^ �/ \ (BACKFILL} NONPOTABLE SUPPLY www.bora.c0 — 0 0 ISOLATION VALVE XL© 12"± ` .. _.... 1 *44 _ ) ,..,, - MAINLINE (SIZED PER IRRIGATION SLEEVING PLAN) 5 ) Not to Scale 5 i - POINT OF CONNECTION 5 1\\,.±.) Not to Scale P L AC E z _ppx FINISHGRADF 735 NW 18th Avenue �, I TOP 6"OF BACKFILL TO BE TOPSOIL z 1 'CAUTION'WARNING TAPE I. 24" FROM WALL Portland, CR 97209 .��`I I';, - : _ ,- r . � MODULAR INSIDE 503. 334. 2080 WALL MOUNT www. I ace.l a I 17 TRACER WIRE OR DETECTOR TAPE A p N U-1 1 tritilVii— �. CONTROLLERz -CD' 1 -= (_ ..11EURI(') J - ��{'� MAINLINE OR 1oUIT j �0 r N.— • 11 (2) 1-112" PVC SCH 40 \ `'�� a CONDUIT AND 329 PIPE BEDDING SAND O '�' . FITTINGS I i___, i I-I I I-III-I I 1" CONDUIT TO I-11I— '—I11-- 2 ► O 11=1 — — O ETHERNET SERVICEtika dip E —! I -1 6" MIN. CLEARANCE u_ TO CENTRAL L HI Co COMPUTER CHARLES :''UCKER 1" PVC SCH 40 T.1--1 10112/4'5 �w CONDUIT TO ,o OR I',�'+ ON POWER SUPPLY Ll l�LJ_V � r 4pF ig 4 IRRIGATION TRENCH 4 6 Not to Scale CONTROLLER 2 Not to Scale 0 WIRE, COILED LINEAR LENGTH OF O PVC SCH 80 NIPPLE(LENGTH AS REQUIRED) 18 UNION O (2 © O O WATERPROOF CONNECTION 10 BRICK (1 OF 4) 19 NOT USED ^, — 2 5 SPLICE-1 (1 OF 2) W 0 11 PVC MAINLINE PIPE }� 1 © 3 O FINISH GRADE/TOP OF MULCH 0 ID TAG 20 CONTROL WIRE 2 QUICK-COUPLING VALVE �\//\� \�% 4 REMOTE CONTROL VALVE 12 MAIN SUPPLY 21 COMMON WIRE W \��\ �� ir..\", O ��\�i �/� O 13 PVC 5CH 40 TEE OR ELL CONTROL WIRE TO OTHER VAVES \ VALVE BOX WITH TEE COVER: 22• 4 \ 3 6" ROUND VALVE BOX oON SAME CONTROLLER �,� \\ \\ J� \ \ O -� 3 MIN. CO 0 O BLACK CARSON 14 PVC SCH 40 MALE ADAPTER \\„\(\ \�\\��\\ WITH COVER 24 ��l O +{ Ill 23 SPARE CONTROL WIRES 1 ilrwll■i0 - �,, O PVC SCH 80 NIPPLE = f� .ice O FINISH GRADEITOP OF MULCH 15 PVC LATERAL PIPE _O _� 0 (LENGTH AS REQUIRED) - �,�i `t� CO O �, �V24 #14 DEDICATED TRACE WIRE � ■ :::� /1' _ 0 PVC SCH 80 NIPPLE (CLOSE) (10 3.0-INCH MINIMUM DEPTH OF U ”, r �� © 5 3-INCH MINIMUM DEPTH OF ` Li O 0 3I4 INCH WASHED GRAVEL 25 ISOLATION VALVE3 l tail ISUi I314 INCI I WASHED GRAVELIII,. ' It ` �} 8 PVC SCH 40 ELL 17 SAND BEDDING 0 y OBRICKS TO SUPPORT BOX — 1 1 (1)- it '�� 0 N. 0 NOTES: CD 7:3 CU • �y�°• 0 7 PVC SCH 40 STREET ELL DD� �r 01`O�COcQb gO°go�pP I 'I 0 0 1 •�� ..� o . , ALL WIRE INSTALLATIONS WILL BE IN COMPLIANCE WITH APPLICABLE CODES. U III -.. 0 2. TAPE AND BUNDLE WIRE EVERY TEN FEET. 0') E _,E N r ••••• • :4.'1 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTIONS IN VALVE BOX. r.y �� I O PVC SCH 40 TEE OR ELL Q - r �'- - -.-. _ 4. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. +-• 5. ALL PIPE AND FITTINGS WILL BE SCHEDULE 40 PVC. CV 111 O PVC MAINLINE PIPE 6. VALVE BOX SHALL NOT REST ON PIPES. SEE SPECIFICATIONS. o- CZ 0 1 �J 118 CI 7. NO PIPING UNDER VALVE BOXES (EXCEPT INLET SUPPLY). l� "■�I 8. VALVE ASSEMBLY FITTINGS SHALL BE SCHEDULE 80 PVC. L - / . ® 9. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. '� ® • I --- 10. PROVIDE 1-2 INCHES OF CLEARANCE BETWEEN ALL PIPING, VALVE BOX CUT OUTS, VALVE BOXES,AND BRICKS03 = CD t- CO y 11. PROVIDE 1-2 INCHES OF CLEARANCE BETWEEN VALVE AND LID BOX. 10 PVC SCH 40 ELL . ' ' ';: • try ti 12. PROVIDE 3 INCHES OF CLEARANCE BOTTOM OF VALVE AND PEA GRAVEL OVER SUBGRADE. -- 13. SEAL VALVE BOX CUT OUTS AND PIPE PENETRATIONS WITH FILTER FABRIC AFFIXED TO VALVE BOX EXTERIOR TO INHIBIT SOIL 11 1" DIAMETER GALVANIZED PIPE (1\3 15 18 14 16 13 11 24 17 12 INTRUSION. WITH STAINLESS STEEL PIPE 14. HORIZONTAL MAINLINE PENETRATION INTO VALVE BOX IS ACCEPTABLE WITH PRE-APPROVAL FORM OWNER. CLAMPS OR EQUIVALENT „ AS AN ALTERNATIVE TO VALVE BOX EXTENSIONS, PROVIDE OVERLAPPING BOXES. PROVIDE A MINIMUM 1/3 OF VERTICAL 11 0 0 0 0 0 SUPPORT SYSTEM / 3 MIN DIMENSION OVERLAP TO AVOID SOIL INTRUSION. PROVIDE PAVER SUPPORT UNDER UPPER BOX(AS OPPOSED TO BOXES WITH CONNECTED EXTENSIONS WHICH REQUIRE PAVER SUPPORT ON THE LOWEST BOX).' 1Y cc 1- w Q 0 QUICK COUPLER �� REMOTE CONTROL VALVE "' Not to Scale J Not to Scale 2 2 0 in 0 EL i ul a c d L I11w,;,1{�LLi :,I� II li =�':I,I`,.; I i, 171 FINISH GRADE L —111— 11, 1_111 I , c MARK DATE DESCRIPTION �, STANDARD VALVE BOX — 1 FINISH GRADE/TOP OF MULCH cu \/\ O POP-UP SPRAY SPRINKLER: z Issued: 08/28/2017 s �/ _ I M BALL VALVE TO MATCH LINE SIZE 0 3 PVG SCH 80 NIPPLE 1 1 I=I 1I- (LENGTH AS REQUIRED) =I I I I-1J PVC THREADED MALE ADAPTER Scale: As Shown of C 4o PVC SCH 40 ELL 1=11 1-1 o O PVC SCH 40 STREET ELLo f 1-1 I I- I I-111 �� •� l� • � MAINLINE r--- me PVC SCH 40 TEE OR ELL .+ •,,_�.,,�,,, �_,��_ •�' 1►4":#""�1 3 -111 Mtri :;�•;� j�• ,: • ,.Vju 3..ti' 41,��•.� )1, "'=�=111:I DRAINAGE BACKFILL- MIN.4" DEPTH • L 0 7 PVC LATERAL PIPE 1 1 0 -' �� -I I I-Y I I 1 1 i!--111—( 11—Iii—Iii—III—IH-11 3 P. , L Copyrlgh 16013 ..., 1 0 0000 110 ' PERMIT SET ,,, a. 0 CI- L ,_, 12 co _7 `� ( 8) SPRAY HEAD EM ISOLATION VALVE IRRIGATION DETAILS Not to Scale Not to Scale REFERENCE ONLY Q� ...... ..,. NOT APPROVED WITH THIS PERMIT I 50 I 40 I 30 I 20 I 10 I 0 I ..1 50II 40 30I 201 10I 0 L LIST OF ABBREVIATIONS ISSUE LOG DRAWING INDEX A.B. ANCHOR BOLT LVF LOW VELOCITY FASTENER 6 Com. ACI AMERICAN CONCRETE INSTITUTE MAX. MAXIMUM 6 30 .1" ,A „ ,c,... /'/..... ` ADD'L. ADDITIONAL MBMA METAL BUILDING MANUFACTURERS . 4 4%. ri Co`�/ ASSOCIATION Oa. . AESS ARCHITECTURAL EXPOSED tre , STRUCTURAL STEEL MECH. MECHANICAL QJ °`O `NC) o p 0o p ,(' AISC AMERICAN INSTITUTE OF STEEL MFR. MANUFACTURER r� ,�� 4` 4/ CONSTRUCTION INCORPORATED Bora Architects, Inc. MIN. MINIMUM CO *� d� 40 /� 720 SW Washington, Suite 800 ALT. ALTERNATE Portland, Oregon 97205 MISC. MISCELLANEOUS 5001 DRAWING INDEX AND LIST OF ABBREVIATIONS X X X X X ALUM. ALUMINUM 503.226.1575 5002 GENERAL STRUCTURAL NOTES X X X X ARCH. ARCHITECT MPH MILES PER HOUR www.bora.co 41111.1111 S003 GENERAL STRUCTURAL NOTES CONT. X X X X MT MAGNETIC PARTICLE TESTING ammo ASCE AMERICAN SOCIETY OF CIVIL S004 SPECIAL INSPECTION AND TESTING PROGRAM X X ENGINEERS (N) NEW S005 SPECIAL INSPECTION AND TESTING PROGRAM CONT. X X ASTM AMERICAN SOCIETY FOR N.E.C. NOT IN CONTRACT S006 LIVE LOAD PLAN - LEVEL 2 X X TESTING AND MATERIALS NOM. NOMINAL LH* L S007 SNOW DRIFT PLAN X X AWS AMERICAN WELDING SOCIETY NO. NUMBER S101 FOUNDATION PLAN X X X X X BLDG. BUILDING 111 SW Fifth Ave.,Suite 2500 S102 SECOND FLOOR FRAMING PLAN X X X X X BOT. BOTTOM N.T.S. NOT TO SCALE Portland,OR 97204 S103 ROOF FRAMING PLAN X X X Xo.c. ON CENTER 0:503.227.3251 BRBF BUCKLING RESTRAINED BRACED F:503.227.7980 S201 PARTIAL FRAME ELEVATION X X FRAME O.D. OUTSIDE DIAMETER www.koff.com 5 S411 STAIR PARTIAL PLANS X X X C.G. CENTER OF GRAVITY OPP. OPPOSITE 5 10021700152 S412 WOOD DETAILS X X X C.I.P. CAST IN PLACE OWJ OPEN WEB JOIST S501 CONCRETE DETAILS X X X X C.J. CONTROL JOINT PAF POWDER ACTUATED FASTENER S502 CONCRETE DETAILS - X X X C.J.P. COMPLETE JOINT PENETRATION PART. PARTITION S601 STEEL DETAILS X X X CL CENTERLINE P/C PRECAST S701 WOOD DETAILS X X X X CLR. CLEAR PCF POUNDS PER CUBIC FOOT 5702 WOOD DETAILS X X X X S703 WOOD DETAILS X )( X XCMU CONCRETE MASONRY UNIT PERIM. PERIMETER S704 WOOD DETAILS X X X COL. COLUMN PL PLATE MIND i S705 WOOD DETAILS X X CONC. CONCRETE PP PARTIAL PENETRATION lojapizeo CONN. CONNECTION PSF POUNDS PER SQUARE FOOT ��Eq pRQFFss ISSUE LOG KEY: O 0 O O T"'"" CONST. CONSTRUCTION PSI POUNDS PER SQUARE INCH 4c`��G NFc X ISSUED AS PARTOFASET N N N N N 1 ,77. CONT. CONTINUOUS P/T POST-TENSIONED ,,1 r, // I - ' NOT A PART OF ISSUED SETLOC) W h.. / OREGON I— N 0 O O O N db BAR DIAMETER P.T. PRESSURE TREATED ' * ' FOR INFORMATION ONLY < j co ; co co ,/ ‘* 21 V el.�k, 0 O O O O O DBA DEFORMED BAR ANCHOR PVC POLYVINYL CHLORIDE �q/a L Pg0 DET. DETAIL R, RAD. RADIUS 1 EXPIRES 12-31-17 1 DIA., 0 DIAMETER RCSC RESEARCH COUNCIL ON 4 STRUCTURAL CONNECTIONS 4 DIAG. DIAGONAL REF. REFERENCE D.L. DEAD LOAD RET. RETURN DWG. DRAWING REINF. REINFORCING ELEC. ELECTRICAL REQ'D. REQUIRED S. EL. ELEVATION REQ'MTS. REQUIREMENTS EQ. EQUAL moinia SCHED. SCHEDULE /"� EXIST., (E) EXISTING i� S.C. SLIP CRITICAL 1) ,E, EXP. EXPANSION i (ii// SIM. SIMILAR EXT. EXTERIOR 0 SLRS SEISMIC LOAD RESISTING SYSTEM FDN. FOUNDATION S.O.G. SLAB ON GRADE FIN. FINISH /"""y SPEC. SPECIFICATION 1�,•,/ FLR. FLOOR m ammo viiimmai SQ. SQUARE FT. FOOT 0 (13 SS STAINLESS STEEL T. f , FTG. FOOTING .+.., �„■/ SSMA STEEL STUD MANUFACTURERS ti) GA. GAUGE ASSOCIATION 1:3 3 GALV. GALVANIZED STD. STANDARD 3 alO GL GLULAM STRUCT. STRUCTURAL U N co E N HORIZ. HORIZONTAL SYM. SYMMETRICAL UC N- •rIIIIII1 E HSS HOLLOW STRUCTURAL STEEL THRU THROUGH CO M ft ft IBC INTERNATIONAL BUILDING CODE T&G TONGUE AND GROOVE ;CBO INTERNATIONAL CONFERENCE TRANS. TRANSVERSE 1; Si. 0) C OF BUILDING OFFICIALS Z3 CO TJ TRUSS JOIST O I.D. INSIDE DIAMETER D) ''Cr s- O �.•.�. IN. INCH i TS LIGHT GAUGE TUBE STEEL .- 000 TYP. TYPICAL INT. INTERIOR U.N.O. UNLESS NOTED OTHERWISE K KIPS U.T. ULTRASONIC TESTING KSF KIPS PER SQUARE FOOT VERT. VERTICAL KSI KIPS PER SQUARE INCH V.I.F. VERIFY IN FIELD LB. POUND w/ WITH L.L. LIVE LOAD WF WIDE FLANGE LLH LONG LEG HORIZONTAL 2 w/o WITHOUT 2 LLV LONG LEG VERTICAL W.P. WORK POINT LOC. LOCATION WPS WELDING PROCEDURE LONG. LONGITUDINAL SPECIFICATION WWF WELDED WIRE FABRIC MARK DATE DESCRIPTION MINIM i Issued: 8/28/2017 Scale: 1 : 1 Copyright 16013 1 1 PERMIT SET M or ,b. DRAWING INDEX AND N eb LIST OF ABBREVIATIONS M N- a S 0 0 1N CO N CO 1 50 I 40 I 30 I 20 1 10 I 0 . , , . , .1 50I 40I 301 20 101 0L GENERAL STRUCTURAL NOTES STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED STRUCTURAL OBSERVATION: SLEEVES, OPENINGS, CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACING CONCRETE. CONDUITS EMBEDDED IN AND PRODUCT EVALUATION REPORTS. EMBEDMENTS SPECIFIED ON DRAWINGS ARE"EFFECTIVE" EMBEDMENTS. COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. THE STRUCTURAL ENGINEER OF RECORD (SER) WILL PERFORM STRUCTURAL OBSERVATION BASED ON THE SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND REFERENCE MANUFACTURER LITERATURE FOR CORRESPONDING ACTUAL EMBEDMENT DEPTHS. REQUIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS. REQUESTS FOR ANCHOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE EOR IN WRITING ALONG WITH EVIDENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL OF EQUAL OR GREATER CAPACITY TO THE SPECIFIED CONNECTION. DO NOT CUT REINFORCING IN NEW OR SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, STRUCTURAL OBSERVATIONS BE CLEANED AND ROUGHENED TO A MINIMUM 1/4"AMPLITUDE PER ACI 318 SECTION 11.6.9. PROVIDE 3/4" EXISTING CONCRETE DURING INSTALLATION. 6 CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. 6 33RA OBSERVED BY (2) INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED SHALL BE PERFORMED BY A CODE REQUIREMENTS: ITEM AOR SER COMMENTS VERIFY ALL BLOCK OUTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,AND PLUMBING REQUIREMENTS. CERTIFIED ADHESIVE ANCHOR INSTALLER AS CERTIFIED THROUGH ACI/CRSI AND IN ACCORDANCE WITH ACI 318-11 CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2012 INTERNATIONAL SECTION D.9.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE EOR PRIOR TO PRIOR TO FIRST CONCRETE POUR X REF. NOTES 1,3,4,5 EXPOSED SLABS: INSTALLATION. BUILDING CODE (IBC). DURING INITIAL STEEL ERECTION X REF. NOTES 1,3,4 REFERENCE ARCHITECTURAL DRAWINGS FOR SLABS ON GRADE THAT ARE INTENDED TO BE EXPOSED TO VIEW. TEMPORARY CONDITIONS: IN ADDITION TO THE REQUIREMENTS ABOVE UNDER CONCRETE NOTES, FINE AGGREGATE GRADING SHALL ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP GALVANIZING AS REQUIRED TO ADDRESS STRUCTURAL ISSUES X REF. NOTES 1,3,4 OR USE OF STAINLESS STEEL. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED Bora Architects, Inc. CONFORM TO ASTM C33 AND COMBINED AGGREGATE GRADING SHALL CONFORM TO ACI 302.1 R. CONCRETE THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS SHRINKAGE SHALL BE LESS THAN 0.04%AT 28 DAYS WHEN TESTED PER ASTM C157. SHRINKAGE TEST DATA TO GALVANIZED AFTER FABRICATION, UNLESS NOTED OTHERWISE. 720 SW Washington, Suite 800 RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE FOOTNOTES: BE SUBMITTED FOR APPROVAL WITH THE MIX DESIGN. RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER Portland, Oregon 97205 1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SER IN ADVANCE. CASTING. IN ACCORDANCE WITH ACI 318-11 SECTION D.2.2 ADHESIVE ANCHORS SHALL NOT BE INSTALLED FOR A 503.226.1575 CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE 2. SER- STRUCTURAL ENGINEER OF RECORD. THE CONTRACTOR SHALL PROTECT EXPOSED SLABS FROM DAMAGE DUE TO EQUIPMENT AND OTHER MINIMUM OF 21 DAYS AFTER CASTING. EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. AOR -ARCHITECT OF RECORD. UNINTENDED LOADING DURING CONSTRUCTION. www.bora.co swim RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS REACH 3. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT. REFERENCE SLAB ON GRADE DETAILS AND THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION ON STRUCTURAL STEEL: IMM" FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL. SUBGRADE REQUIREMENTS. REFERENCE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS INCLUDING STRUCTURAL STEEL SHALL BE: 4. STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWING, CURING, FINISHING AND VAPOR BARRIER. EXISTING CONDITIONS: SPECIAL INSPECTION IS STILL REQUIRED. SHORING AND RE-SHORING: STRUCTURAL STEEL ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR 5. AFTER REINFORCING STEEL HAS BEEN INSTALLED. • SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE SHORING AND RE-SHORING DESIGN 1S THE CONTRACTOR S RESPONSIBILITY AND SHALL CONFORM TO 347R-14 MATERIAL GRADE SHAPE - -- DRAWINGS.HLLOAND ACI 347.2R-05. SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROM HORIZONTAL ASTM A572, GRADE 50 PLATES WHERE NOTED SPECIAL INSPECTION AND TESTING: MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN STRENGTH, AS DETERMINED BY FIELD CURED CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED SOONER THAN THE FOLLOWING ASTM A36 CHANNELS, PLATES AND ANGLES, EXCEPT AS NOTED 111 SW Fifth Ave.,Suite 2500 ASSUMED FUTURE CONSTRUCTION: SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS CUMULATIVE TIME PERIODS WITH SURROUNDING TEMPERATURE GREATER THAN OR EQUAL TO 50 DEGREES ASTM A500, GRADE B FY=46KSI) HOLLOW STRUCTURAL SECTIONS (TUBES) Portland,OR 97204 SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON THE FOLLOWING SHEETS. CONTRACTOR { O:503.227.3251 VERTICAL: NONE SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE FAHRENHEIT: ASTM A53, GRADE B (FY=35 KSI) PIPES F:503.227.7980 HORIZONTAL: NONE INSPECTIONS. www.koff.com SHORING AND RE-SHORING J" AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE5 10021700152 DESIGN CRITERIA: DESIGN, FABRICATION, SUBMITTALS: ELEMENT MINIMUM REMOVAL TIME COMMENTS DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"WITH "COMMENTARY"AND THE DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF ALL "CODE OF STANDARD PRACTICE", WITH EXCEPTIONS NOTED IN SPECIFICATIONS. REFERENCE SPECIFICATIONS LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: FOR ADDITIONAL REQUIREMENTS FOR MEMBERS PART OF THE SEISMIC FORCE RESISTING SYSTEM (SFRS). REDUCED PER OSSC: WALLS, COLUMNS AND BEAM SIDES 12 HOURS BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH DESIGN CRITERIA SUBMITTALS STRENGTH BOLTS. BOLTS SHALL BE SNUG-TIGHT UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS USED AS PART OF THE SEISMIC FORCE RESISTING SYSTEM (SFRS) NOTED ON THE DRAWINGS AND DETAILS SHALL BE GRAVITY SYSTEM CRITERIA ITEM SUBMITTAL (1,4) DEFERRED COMMENTS FULLY TENSIONED AND ALL FAYING SURFACES SHALL BE PREPARED AS REQUIRED FOR CLASS A OR BETTER SUBMITTAL (2,4) REINFORCING STEEL: SLIP-CRITICAL JOINTS. ROOF LIVE/SNOW LOAD 25 PSF L.L. (ALSO SEE SNOW LOAD CRITERIA BELOW) FLOOR LIVE LOADS: UNIFORM LOAD CONCENTRATED LOAD CONCRETE MIX DESIGNS X ALL LONGITUDINAL FLEXURAL REINFORCEMENT IN BEAMS, COLUMNS AND SHEAR WALLS SHALL BE ASTM A706, GRADE WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. CONCRETE REINFORCEMENT X 60. ALL OTHER DEFORMED BAR REINFORCEMENT MAY BE ASTM A615 GRADE 60 OR ASTM A706 GRADE 60. ASTM A615 WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS) AS CORRIDORS ABOVE FIRST FLOOR 80 PSF L.L. 2,000 LBS. i CONCRETE ANCHORAGES X REINFORCEMENT MAY BE SUBSTITUTED FOR ASTM A706 REINFORCEMENT PROVIDED THAT THE ACTUAL YIELD REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER. THE WPS VARIABLES SHALL BE WITHIN EMBEDDED STEEL ITEMS X STRENGTH BASED ON MILL TESTS DOES NOT EXCEED 78,000 PSI AND THE RATIO OF ACTUAL TENSILE STRENGTH TO THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. FOR MEMBERS INCLUDED IN THE 'im= CLASSROOMS 40 PSF L.L. 2,000 LBS. ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25. MILL TESTS CERTIFICATIONS FOR SUBSTITUTED BARS SHALL BE SEISMIC FORCE RESISTING SYSTEM (SFRS), REQUIREMENTS OF AWS D1.8 (SEISMIC SUPPLEMENT) SHALL APPLY MIMS OFFICES 50 PSF L.L. 2,000 LBS. SUBMITTED TO THE SPECIAL INSPECTOR AND EOR PRIOR TO PLACEMENT. t t GLUE-LAMINATED MEMBERS X WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE NOTED. QED PROFS STAIRS 100 PSF L.L. 2,000 LBS. ENGINEERED WOOD I-JOISTS X SMOOTH WELDED WIRE FABRIC (WWF) SHALL BE ASTM A1064, UNLESS NOTED OTHERWISE. REINFORCING STEEL TO WELDING SHALL BE BY AWS CERTIFIED. G; T 50I 40I 30l 20 10 0 T GENERAL STRUCTURAL NOTES CONT. GLUED-LAMINATED MEMBERS: GLUED-LAMINATED (GLULAM) MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER OR OTHER CODE-APPROVED DESIGN, MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK OR BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER THE SHOP OR THE FIELD. 6 GLULAM MEMBERS SHALL BE FRAMING (HIDDEN) OR ARCHITECTURAL (EXPOSED)APPEARANCE CLASSIFICATION 6 3ORA AND OF THE STRENGTH INDICATED BELOW: GLUED-LAMINATED MEMBERS COMBINATION FLEXURAL STRESS, MODULUS OF HORIZONTAL SHEAR SYMBOL USE Fb(PSI) ELASTICITY(PSI) STRESS Fv(PSI) Bora Architects, Inc. (SPECIES) 720 SW Washington, Suite 800 24F-V4 (DF/DF) SIMPLE SPAN +2,400/-1,850 1,800,000 265 Portland, Oregon 97205 24F-1.8E SIMPLE SPAN +2,400/-1,450 1,800,000 265 503.226.1575 24F-V8 (DF/DF) CONTINUOUS OR CANTILEVER 400 1,800,000 265 CANTILEVER www.bora.co .1•11111 mom 20F-V12 (AC/AC) DECAY RESISTANT SIMPLE SPAN +2,000/-1,450 1,500,000 265 DECAY RESISTANT - - - ._ i -- 20E-V13 20F-V13 (AC/AC) CONTINUOUS OR 2,000 1,500,000 265 CANTILEVER 20F-1.5E (AC/AC) DECAY RESISTANT SIMPLE SPAN +2,000/-1,100 1,500,000 195 111 SW Fifth Ave.,Suite 2500 2 COLUMN +/- 1,300 1,800,000 230 Portland,OR 97204 0:503.227.3251 F:503.227.7980 ADHESIVE SHALL BE WET-USE EXTERIOR, WATERPROOF GLUE. FIELD NOTCHING AND BORING OF GLULAM www.koff.com 5 MEMBERS NOT ALLOWED UNLESS APPROVED BY SER. 5 10021700152 GLULAM MEMBERS SHALL BE SUPPLIED TO THE PROJECT WITH BETWEEN 3,500 AND 5,000 FOOT STANDARD MILL CAMBER WITH TOLERANCES AS ALLOWED BY ANSI A190. THE DRAWINGS WILL INDICATE WHETHER OR NOT ADDITIONAL CAMBER IS REQUIRED. ENGINEERED WOOD I-JOISTS: DESIGN OF THE WOOD I-JOIST SYSTEM SHALL BE THE CONTRACTOR'S RESPONSIBILITY. WOOD I-JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY REDBUILT OR AN APPROVED EQUAL, CONFORMING TO APA EWS STANDARD PRI-400, "PERFORMANCE STANDARD FOR APA EWS I-JOISTS" OR A CURRENT ICC-ES REPORT.ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, DIAPHRAGM NAILING,AND FIRE RATING REQUIREMENTS OF THE PROJECT. CONTRACTOR SHALL PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ems ROOF JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT BELOW, UNLESS NOTED WINO OTHERWISE ON THE DRAWINGS. � • t� aCtyt! THE JOIST SUPPLIER SHALL VISIT THE JOB SITE AS REQUIRED TO VERIFY PROPER INSTALLATION OF JOISTS AND ,�tiRE� PRQp8 PROVIDE WRITTEN VERIFICATION TO THE ARCHITECT UPON COMPLETION. ,54� �� I N ' IN ADDITION TO SELF WEIGHT, JOISTS SHALL BE DESIGNED FOR THE MINIMUM LOADS SPECIFIED BELOW AND ANY 77. ADDITIONAL LOADS AS NOTED ON THE PLANS INCLUDING SNOW DRIFT, WIND, SEISMIC, MECHANICAL EQUIPMENT, ` ADDITIONAL LIVE OR DEAD LOADS. / OREGON v ✓ 91 ENGINEERED WOOD I-JOIST LOADING CRITERIA F�4D2L1N%- LOCATION LOAD EXPIRES 12-31-17 FLOOR DEAD LOAD 30 PSF 4 FLOOR LIVE LOAD REFER TO S002 4 ROOF DEAD LOAD 20 PSF ROOF LIVE LOAD 27 PSF OR 12 PSF + DRIFT (REF SNOW DRIFT PLAN) ROOF NET WIND UPLIFT 15 PSF DESIGN SHALL CONFORM TO THE FOLLOWING MINIMUM DEFLECTION CRITERIA: L/480 (FLOOR LIVE LOAD), U360 (FLOOR DEAD LOAD PLUS LIVE LOAD AND ROOF LIVE LOAD),AND U240 (ROOF DEAD LOAD PLUS LIVE LOAD.) LIM STRUCTURAL COMPOSITE LUMBER: a) T• STRUCTURAL COMPOSITE LUMBER PRODUCTS SUCH AS LAMINATED VENEER LUMBER(LVL), PARALLEL STRAND C LUMBER (PSL),AND LAMINATED STRAND LUMBER(LSL) SHALL BE OF THE SIZE AND TYPE SHOWN ON THE a) DRAWINGS. ALL STRUCTURAL COMPOSITE LUMBER PRODUCTS NOTED HERE SHALL HAVE A CURRENT ICC-ES -- REPORT. MEM MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: (i) STRUCTURAL COMPOSITE LUMBER MINIMUM PROPERTIES LUMBER TYPE FLEXURAL STRESS, Fb(PSI) MODULUS OF ELASTICITY(PSI) 0 .mem PSL 2,900 2,200,000 .moi LVL 2,600 2,000,000 0 CU LSL HEADERS 2,325 1,550,000 •� 0 LSL STUDS 1,700 1,300,000 {�j) LSL RIM BOARD 1,700 1,300,000 d 3 LSL SILL PLATE (TREATED) 1,900 1,300,000 3 8iii p FLEXURAL STRESS NOTED ABOVE ARE FORA 12-INCH MEMBER. DEEPER MEMBERS SHALL BE DESIGNED FORN REDUCED STRESSES PER THE MANUFACTURER'S REQUIREMENTS. CO ..-q- E 2"TONGUE-AND-GROOVE DECKING: al CO CO 15 W TONGUE-AND-GROOVE DECK SHALL BE RANDOM LENGTH, LAID WITH WELL SCATTERED JOINTS. THE DISTANCE BETWEEN END JOINTS IN ADJACENT COURSES SHALL BE AT LEAST 2 FEET. JOINTS WITHIN 6 INCHES 2 . T OF BEING IN LINE SHALL BE SEPARATED BY AT LEAST TWO INTERVENING COURSES. WHEN AN END JOINT I Si. U) lam:. OCCURS IN THE END BAY, THE NEXT PIECE IN THE SAME COURSE SHALL CONTINUE OVER THE FIRST INNER 1:3 CO SUPPORT FOR AT LEAST 2 FEET. EACH BOARD SHALL BEAR ON AT LEAST ONE SUPPORT. R-$ SIO - i DECKING SHALL BE INSTALLED WITH TONGUES UP ON SLOPED OR PITCHED ROOFS AND WITH PATTERN FACES .r .- Cep Qom_ DOWN. EACH PIECE SHALL BE TOENAILED THROUGH THE TONGUE AT EACH SUPPORT WITH ONE 16d COMMON NAIL AND FACE NAILED AT EACH SUPPORT WITH ONE 16d COMMON NAIL. COURSES SHALL BE TOENAILED TO EACH OTHER WITH 8d COMMON NAILS AT INTERVALS NOT EXCEEDING 30 INCHES AND WITH ONE NAIL AT A DISTANCE NOT EXCEEDING 12 INCHES FROM EACH END OF EACH PIECE. 2 2 MARK DATE DESCRIPTION OININIA 0111.11111 Issued: 8/28/2017 Scale: 12" = 1'-O" Copyright 16013 1 1 PERMIT SET 2 a co GENERAL STRUCTURAL N 66 NOTES CONT. r,- E; S 0 0 3 N co N co . 1 50 M 40 I 30 i 20 I 10 I 0 I , 1 50 I 40I 30I 20 I 10 1 0 L - SPECIAL INSPECTION AND TESTING PROGRAM TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS TABLE 2A - REQUIRED STRUCTURAL STEEL SPECIAL INSPECTIONS INSPECTION CODE OR FREQUENCY(NOTE 6) INSPECTIONI I SYSTEM OR MATERIAL OSSC CODE STANDARDS I REMARKS CODE OR INSPECTION (NOTES 5 AND 6) REFERENCEREFERENCE CONTINUOUS PERIODIC SYSTEM OR MATERIAL OSSC CODE STANDARD REMARKS 6 REFERENCE REFERENCE CONTINUOUS PERIODIC OBSERVE PERFORM 6 30RA SOILS VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO STEEL ACHIEVE THE DESIGN BEARING CAPACITY X CONTRACTOR TO PROVIDE QUALITY CONTROL ' CONTRACTOR QUALITY CONTROL REQUIREMENTS AISC 360 X X FOR ALL ITEMS INDICATED TO BE OBSERVE Bora Architects, Inc. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH X CHAPTER N AND/OR PERFORM IN TABLE BELOW 720 SW Washington, Suite 800 AND HAVE REACHED PROPER MATERIAL 9 PERFORM CLASSIFICATION AND TESTING OF CONTROLLED STEEL FABRICATION Portland, Oregon 97205 FILL MATERIALS GEOTECHNICAL X REFER TO INSPECTION OF FABRICATOR 503.226.1575 1705.6 REPORT BY THE GEOTECHNICAL ENGINEER FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.2 AISC 360 N2 X REQUIREMENTS VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT www.bora.co THICKNESSES DURING PLACEMENT AND COMPACTION OF X MINIM CONTROLLED FILL ASTM A6 ASTM STANDARDS PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SPECIFIED IN - SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED X MATERIAL VERIFICATION OF STRUCTURAL STEEL 1705.2.1 CONSTRUCTION CERTIFIED MILL TEST REPORTS IP PROPERLYDOCUMENTS 2203.1 X TABLE 1705.2 AISC 360 A3.1 AISC 360 N3.2 111 SW Fifth Ave.,Suite 2500 FOR OTHER STEEL, IDENTIFICATION MARKINGS TO Portland,OR 97204 TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS CONFORM TO ASTM STANDARDS SPECIFIED IN THE TABLE 1705.2 APPLICABLE ASTM XMANUFACTURER'S CERTIFIED TEST REPORTS O:503.227.3251 APPROVED CONSTRUCTION DOCUMENTS STANDARDS F:503.227.7980 INSPECTION - www.keff.com CODE OR FREQUENCY(NOTE 6) AISG 360 A3.4 10021700152 5 SYSTEM OR MATERIAL OSSC CODE STANDARD REMARKS AISC 360 N3.25 REFERENCE REFERENCE CONTINUOUS PERIODIC ASTM STANDARDS MATERIAL VERIFICATION OF ANCHOR BOLTS AND SPECIFIED IN THREADED RODS CONSTRUCTION X MANUFACTURER'S CERTIFIED TEST REPORTS FABRICATORS DOCUMENTS AISC 360 A3.5 SPECIAL INSPECTION IS REQUIRED FOR AISC 360 N3.2 STRUCTURAL LOAD-BEARING MEMBERS AND MATERIAL VERIFICATION OF WELD FILLER METALS TABLE 1705.2 APPLICABLE AWS X MANUFACTURER'S CERTIFIED TEST REPORTS ASSEMBLIES FABRICATED ON THE PREMISES OF A A5 DOCUMENTS FABRICATOR'S SHOP PER TABLE 2 AND AS REQUIRED ELSEWHERE IN THE SPECIAL STRUCTURAL STEEL WELDING INSPECTION PROGRAM. THE SPECIAL INSPECTOR RETAIN A RECORD OF WELDING PROCEDURE SHALL VERIFY THAT THE FABRICATOR MAINTAINS VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 SPECIFICATIONS DETAILED FABRICATION AND QUALITY CONTROL mom FABRICATORS 1704.2.5 X PROCEDURES AND SHALL REVIEW FOR VERIFYING WELDER QUALIFICATIONS 1705.2.2.1 X RETAIN A RECORD OF QUALIFICATION CARDS lismalthp COMPLETENESS AND ADEQUACY RELATIVE TO THE I COMPLETE AND PARTIAL JOINT PENETRATION GROOVE '�cc��0 PROFe88 CODE REQUIREMENT. REFERENCE SECTION WELDS X % G I Ne /p� 1704.2.5.2 FOR APPROVED FABRICATOR �� F. -9,,. 14,771 EXCEPTION. MULTIPASS FILLET WELDS X � ,/ DEFERRED SUBMITTALSSINGLE PASS FILLET WELDS GREATER THAN 5/16" TABLE 1705.2 SECTION 6 X AWS D1.1ALL WELDS VISUALLY INSPECTED PER AWS / OREGON SPECIAL INSPECTION REQUIREMENTS FOR D1.16.9 ✓9y 21 101" DEFERRED SUBMITTAL ITEMS TO BE SPECIFIED BY PLUG AND SLOT WELDS X F'P91 p 1. P�'0\ DEFERRED SUBMITTALS X X THE SYSTEMS ENGINEER AND INCLUDED WITH SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO DEFERRED SUBMITTAL DOCUMENTS. X 1 EXPIRES 12-31-17 1 5/16" 4 CONCRETE AWS D1.1 ALL WELDS VISUALLY INSPECTED PER AWS 4 WELDING STAIR AND RAILING SYSTEMS 1705.2(2.5) SECTION 6 X D1.1 6.9 1705.3 SPECIAL INSPECTIONS OF CONCRETE SHALL GENERAL 1901.4 ACI 318 1.3 CONFORM TO THE REQUIREMENTS OF SECTION 1705.3 OF THE OSSC AND SECTION 1.3 OF ACI 318. 1910.4 ACI 318 3.5 REINFORCING TO COMPLY WITH ALL CODE TABLE 4 - REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE REINFORCING STEEL PLACEMENT 1901.3.2 ACI 318 7.1 TO 7.7 X PROTECTION, SPACING AND TOLERANCE LIMITS. INSPECTION S. 1908.5 SYSTEM OR MATERIAL OSSC CODE CODE OR FREQUENCY(NOTE 6) REMARKS a) PLACEMENT OF CAST-IN-PLACE BOLTS 1909.1 X ALL BOLTS VISUALLY INSPECTED REFERENCE STANDARD REFERENCE CONTINUOUS PERIODIC 1904.2 - VERIFYING USE OF REQUIRED MIX DESIGN(S) 1910.2 ACI 318, CH. 4 1910 3 ACI 318 5.2-5.4 X GENERALa) CONCRETE PLACEMENT, NON-SHRINK GROUT ACI 318 5.9-5.10 X REFERENCE GENERAL STRUCTURAL NOTES FOR 0 CONCRETE CURING 1910.9 ACI 318 5.11-5.13 X OUTLINE OF (SLRS) SYSTEM. REFERENCE TABLE 4 DESIGNATED SEISMIC LOAD-RESISTING SYSTEMS (SLRS) FOR MATERIAL SPECIFIC INSPECTIONS C 1704.3.2 REQUIREMENTS O VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO ACI 318 6.2 X 1705.11 STRESSING OF TENDONS IN POST-TENSIONED CONCRETE REFERENCE TABLE N1 AND N2 FOR INSPECTION st DESIGNATED SEISMIC SYSTEMS (SECONDARY) REQUIREMENTS SPECIAL INSPECTIONS APPLY TO SHAPE, U CO VERIFICATION OF FORMWORK ACI 318 6.1.1 X LOCATION AND DIMENSIONS OF THE CONCRETE WOOD • U MEMBER BEING FORMED V3 ALL NON-STRUCTRAL EMBEDDED ITEMS, SUCH AS CONNECTIONS FOR DIAPHRAGM CHORDS, COLLECTORS, X ALL FASTENERS/CONNECTIONS VISUALLY73 3 CONDUITS, PIPES AND SLEEVES, SHALL BE BRACING, AND SHEAR WALL ANCHORAGE AND HOLDOWNS INSPECTED 3 _ T� CO O REVIEWED FOR CONFORMANCE WITH O V EMBEDDED ITEMS IN CONCRETE X STRUCTURAL DOCUMENTS FOR SIZE, SPACING, , U W FOR WOOD SHEAR WALLS, SHEAR PANELS AND LOCATION, EDGE DISTANCE AND TRIM DIAPHRAGMS. THIS INCLUDES NAILING, BOLTING, N REINFORING. FASTENING OF DIAPHRAGM AND SHEAR WALL SHEATHING X ANCHORING AND OTHER FASTENING TO OTHER c E l C~7 WITH EDGE NAILING _4" COMPONENTS IN THE SEISMIC FORCE RESISTING ; , REINFORCING STEEL MECHANICAL COUPLERS, ICC EVALUATION X SYSTEM CO 0 W TERMINATORS AND FORMSAVERS REPORTS POST INSTALLED CONCRETE ANCHORS i-D . POST INSTALLED ANCHORS INSTALLATION IN HARDENED I 1908.5 IINSPECTION REQUIREMENTS PER ICC EVALUATION -O (f) cCONCRETE AND COMPLETED MASONRY 1909.1 ACI 318: 1.3, 3.8.6 X (NOTE 8) REPORT TABLE 5 - REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE O CO � WOOD CODE OR FREQUENCY(NOTE 6) 0111111110INSPECTION - O Co a.O � FABRICATION OF PREFABRICATED STRUCTURAL REFER TO INSPECTION OF FABRICATOR SYSTEM OR MATERIAL OSSC CODE STANDARD REMARKS ELEMENTS 1705.5 X REQUIREMENTS REFERENCE REFERENCE CONTINUOUS PERIODIC SPECIAL INSPECTIONS APPLY TO HOLDOWN PREFABRICATED WOOD SHEAR PANELS 1705.5 ICC EVALUATION X ANCHOR SIZE AND PLACEMENT, INCLUDING WOOD 1704.2.5 REPORT EMBEDMENT LENGTH, SPACING, AND EDGE DISTANCE NAILING, BOLTING, ANCHORING, AND OTHER FASTENING SPECIAL INSPECTIONS ARE NOT REQUIRED FOR OF COMPONENTS WITHIN THE MAIN WIND-FORCE WOOD SHEAR WALLS AND DIAPHRAGMS WHERE RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, FASTENER SPACING IS MORE THAN 4 INCHES ON WOOD DIAPHRAGMS, COLLECTORS, BRACES, AND 1705.10.1 X CENTER. REFER TO TABLE 2 FOR MATERIAL HOLDOWNS SPECIFIC REQUIREMENTS GENERAL 2 ROOF CLADDING AND WALL CLADDING I 1705.10.3 I I IX I 2 TESTING TABLE 6 - REQUIRED TESTING FOR SPECIAL INSPECTIONS INSPECTION CODE OR FREQUENCY(NOTE 6) SYSTEM OR MATERIAL OSSC CODE STANDARD REMARKS REFERENCE REFERENCE CONTINUOUS PERIODIC MARK DATE DESCRIPTION IIIMIND 011110 GEOTECHNICAL Issued: 8/28/2017 VARIES; Scale: 12" = 1-0" GEOTECHNICAL FILL IN-PLACE DENSITY OR PREPARED SUBGRADE REPORT OR MINIMUM PER IBC X BY THE GEOTECHNICAL ENGINEER DENSITY APPENDIX J107.5, WHICHEVER IS 1705.6 GREATER VARIES; CLASSIFICATION Copyright 16013 1 MATERIAL VERIFICATION AND TESTING OF X BY THE GEOTECHNICAL ENGINEER 1 CONTROLLED FILL PERMIT SET MATERIALS CONCRETE rnCONCRETE STRENGTH 1705 3 ASTM C39 �! EACH 150 CY NOR LESS THAN SPECIAL INSPECTION Co CONCRETE SLUMP ASTM C172 ASTM C143 FABRICATE SPECIMENS AT TIME FRESH AND TESTING PROGRAM EACH 5000 SF OF SLAB OR isi CONCRETE AIR CONTENT ASTM C 31 ASTM C231 WALL PLACED EACH SHIFT CONCRETET IS PLACED AC1318:5.6,5.8 r--. Tc; CONCRETE TEMPERATURE ASTM C1064 N • co N S004 co _ 1 50 I 40 I 30 I 20 I 10 I 0 r r 50I 40 I 30I 20 I 10 1 0 E SPECIAL INSPECTION AND TESTING PROGRAM CONT. TABLE Ni - REQUIRED ARCHITECTURAL SPECIAL INSPECTIONS TABLE N3 - NON-STRUCTURAL TESTING INSPECTION INSPECTION 6 CODE OR FREQUENCY(NOTE 6) CODE OR SYSTEM OR MATERIAL OSSC CODE STANDARD REMARKS SYSTEM OR MATERIAL OSSC CODE STANDARDREMARKS 6 30RA REFERENCE REFERENCE CONTINUOUS PERIODIC REFERENCE FREQUENCY REFERENCE EXTERIOR INSULATION AND FINISH SYSTEMS EXTERIOR INSULATION AND FINISH SYSTEMS, WATER-RESISTIVE BARRIER COATING APPROVED ASTM C297 Bora Architects, Inc. CONSTRUCTION A WATER-RESISTIVE BARRIER COATING ASTM D2247 720 SW Washington, Suite 800 DOCUMENTS COMPLYING WITH ASTM E2570 REQUIRES SPECIAL ASTM D2898 Portland, Oregon 97205 ASTM E2570 INSPECTION OF THE WATER-RESISTIVE BARRIER ASTM E72 503.226.1575 WATER-RESISTIVE BARRIER COATING APPLICATION 1705.15.1 MANUFACTURER'S X COATING WHEN INSTALLED OVER A SHEATHING ASTM E96 WRITTEN SUBSTRATE EXTERIOR INSULATION AND FINISH SYSTEMS 1705.15 ASTM E331 SEE ASTM www.bora.co 01111110. INSTRUCTIONS ASTM E1233 =„D FIRE-RESISTANT PENETRATIONS AND JOINTS ASTM E2185 ASTM E2485 _ ASTM E2393 IN HIGH-RISE BUILDINGS OR IN BUILDINGS ASTM E2570 ASTM E2174 ASSIGNED TO RISK CATEGORY III OR IV, SPECIAL MANUFACTURER'S INSPECTIONS FOR THROUGH-PENETRATIONS, 111;£ FIRE RESISTANT PENETRATIONS AND JOINTS 1705.16 TESTING AND X MEMBRANE PENETRATION FIRESTOPS, LISTING FIRE-RESISTANT JOINT SYSTEMS AND PERIMETER TABLE N4 - REQUIRED TESTING for SEISMIC RESISTANCE SPECIAL INSPECTIONS INSTRUCTIONS FIRE BARRIER SYSTEMS THAT ARE TESTED AND 111 SW Fifth Ave.,Suite 2500 LISTED INSPECTION I Portland,OR 97204 RADON MITIGATION INSPECTION SYSTEM OR MATERIAL OSSC CODE CODE OR FREQUENCY(NOTE 6) REMARKS O:503.227.325? WHERE RADON MITIGATION SYSTEMS ARE REFERENCE STANDARD F:503.227.7980 REQUIRED BY SECTION 1811, SPECIAL REFERENCE CONTINUOUS I PERIODIC www.kpff.com 5 RADON MITIGATION SYSTEM 1705.18 X INSPECTIONS SHALL BE PROVIDED PER THE 5 10021700152 METHODS AND FREQUENCY IN SECTION 1705.18 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS SEISMIC RESTRAINT OF MECHANICAL AND TABLE N2 - REQUIRED NON-STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE ELECTRICAL COMPONENTS IS A CONTRACTOR INSPECTION RESPONSIBILITY AND IS LISTED HERE FOR INFORMATION ONLY. THE REGISTERED DESIGN FREQUENCY(NOTE 6) PROFESSIONAL SHALL IDENTIFY INSPECTION CODE OR PROJECT SPECIFIC DESIGN OR COMPONENT TESTING 1705.12 POINTS, FREQUENCY, TYPE AND EXTENT OF SYSTEM OR MATERIAL OSSC CODE REMARKS ASCE 7 STANDARD INCLUDING MOUNTING SYSTEMS OR ANCHORAGE IF 1705.12.3 X SPECIAL INSPECTIONS. REFERENCE MECHANICAL REFERENCE REFERENCE CONTINUOUS PERIODIC CERTIFICATES OF COMPLIANCE ARE NOT AVAILABLE 1705.12.4 13.2.1 AND ELECTRICAL FOR FURTHER INFORMATION. WHEN REQUIREMENTS OF 13.2.1 ARE MET BY SUBMITTAL OF MANUFACTURER'S CERTIFICATION, i THE REGISTERED DESIGN PROFESSIONAL SHALL ARCHITECTURAL ' j ra ; SPECIFY ON THE CONSTRUCTION DOCUMENTS �, INSTALLATION AND ANCHORAGE OF SUSPENDED CEILING ASCE 7-10 THE REQUIREMETNS FOR CERTIFICATION. 5<, PROFESS/ SYSTEMS 1705.11 SECTION 13.5.6 X REFERENCE ARCHITECTURAL FOR INFORMATION DESIGNATED SEISMIC SYSTEMS 4c5 � G, NFA. °` INSTALLATION OF OTHER SEISMIC SUPPORTS FOR THE REGISTERED DESIGN PROFESSIONAL SHALL }`. /r # COMPONENT CERTIFICATION BY ANALYSIS, TESTING, OR ASCE 7 DESIGNATED ARCHITECTURAL SYSTEMS AND THEIR 1705.11.5 X REFERENCE ARCHITECTURAL FOR INFORMATION EXPERIENCE DATA WHEN Ip > 1.0 1705.12.3 13.2.2 X SPECIFY ON THE CONSTRUCTION DOCUMENTS THE REQUIREMENTS FOR CERTIFICATION. OREGON d�.`40 21 19`1'<<, COMPONENTS / ELECTRICAL '' LD L. P�� INSTALLATION OF ANCHORAGE OF ELECTRICAL SEISMIC RESTRAINT OF ELECTRICAL I EXPIRES 12-31-17 I EQUIPMENT FOR EMERGENCY OR STANDBY POWER X COMPONENTS IS A CONTRACTOR RESPONSIBILITY 4 SYSTEMS AND IS LISTED HERE FOR INFORMATION ONLY. THE 4 REGISTERED DESIGN PROFESSIONAL SHALL INSTALLATION OF ANCHORAGE OF ALL ELECTRICAL IDENTIFY INSPECTION POINTS, FREQUENCY, TYPE EQUIPMENT IN SDC E OR F ONLY 1705.11.6 X AND EXTENT OF SPECIAL INSPECTIONS. INSTALLATION OF OTHER SEISMIC SUPPORTS FOR REFERENCE ELECTRICAL FOR FURTHER INFORMATION. X DESIGNATED ELECTRICAL SYSTEMS AND THEIR COMPONENTS L BUILDING MECHANICAL a) SEISMIC RESTRAINT OF BUILDING MECHANICAL '* d COMPONENTS IS A CONTRACTOR RESPONSIBILITY C AND IS LISTED HERE FOR INFORMATION ONLY. THE a* REGISTERED DESIGN PROFESSIONAL SHALL W OMNI INSTALLATION AND ANCHORAGE OF HVAC DUCTWORK IDENTIFY INSPECTION POINTS, FREQUENCY, TYPE 11111111111110 THAT WILL CONTAIN HAZARDOUS MATERIALS 1705.11.6 X AND EXTENT OF SPECIAL INSPECTIONS. 0 REFERENCE MECHANICAL FOR FURTHER INFORMATION C 0 DESIGNATED SEISMIC SYSTEM VERIFICATION A•••• REGISTERED DESIGN PROFESSIONAL SHALL 0t�� DESIGNATED SEISMIC SYSTEM VERIFICATION -VERIFY IDENTIFY INSPECTION POINTS, FREQUENCY, TYPE ,. t3 LABEL, ANCHORGE OR MOUNTING CONFORMS TO THE 1705.11.4 X AND EXTENT OF SPECIAL INSPECTIONS. VERIFY CERTIFICATE OF COMPLIANCE THE LABEL, ANCHOARAGE, OR MOUNTING Q 0 3 CONFORMS TO THE CERTIFICATE OF COMPLIANCE. 3 0 0 Q d- UW N co E 04 •S E co N- 0) ro To CCS 0 0 (.0 C E = o - STATEMENT OF SPECIAL INSPECTION NOTES: Q V" .(e.1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2014 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. 8. SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE ICC REPORT AND REFER TO TABLES 1 THROUGH 5 FOR SPECIAL INSPECTION AND TABLES 6, 7 AND 7A FOR TESTING REQUIREMENTS. MANUFACTURERS INSTALLATION REQUIREMENTS. ANCHOR INSTALLERS SHALL BE QUALIFIED AS REQUIRED BY JURISDICTION REQUIREMENTS. 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE • INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. STRUCTURAL ENGINEER AND ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. • SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE ANCHORS WERE INSPECTED PER APPROVED ANCHOR EVAULATION REPORT. 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION 9. TABLE 7 ABBREVIATIONS: REPORTS. NDT- NON-DESTRUCTIVE TESTING 4. THE SPECIAL INSPECTOR AND GEOTECHNICAL ENGINEER SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE CJP -COMPLETE JOINT PENETRATION 2 BUILDING OFFICIAL, STRUCTURAL ENGINEER, ARCHITECT, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL MT- MAGNETIC PARTICLE TESTING 2 SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN RBS - REDUCED BEAM SECTION CORRECTED. -- 5. FOR STEEL INSPECTIONS PER AISC 360 AND 341 (TABLES 2A AND 4A): 10. DOCUMENT (D): INDICATES CONTRACTOR AND SPECIAL INSPECTOR TO PROVIDE DOCUMENTATION IN ACCORDANCE WITH AISC 341. QUALITY ASSURANCE (QA) IS REQUIRED FOR EACH ITEM IN TABLES UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR RESPONSIBILITY: QUALITY CONTORL (QC) TO BE PROVIDED BY THE FABRICATOR, ERECTOR OR OTHER RESPONSIBLE CONTRACTOR AS APPLICABLE. THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND-OR SEISMIC-FORCE-RESISTING SYSTEM, ORA WIND-OR CONTRACTOR AND SPECIAL INSPECTOR TO DOCUMENT QUALITY CONTROL AS REQUIRED IN AISC 360 SECTION N3 AND AISC 341 SECTION SEISMIC-RESISTING COMPONENT LISTED IN TABLES 4, 4A, 5, 7, 7A, N2, AND N4 SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE J2. BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: 6. INSPECTION TYPES MARK DATE DESCRIPTION MIMS . CONTINUOUS : THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. 1. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS Issued: 8/28/2017 PERIODIC : THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL APPROVED BY THE BUILDING OFFICIAL. INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE Scale: 12" = 1'-0" WORK. 2. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS. OBSERVE : OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS. 3. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. PERFORM : INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. 7. PERFORM INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE ITEM FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK. SHOULD THE Copyright 16013 1 INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNED TO 1 PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE PERMIT SET INSPECTION TASKS LISTED 2 Q. C) SPECIAL INSPECTION co AND TESTING PROGRAM N. 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DRIFT IS IN ADDITION TO BASE SNOW LOAD OF 12 PSF. Copyright 160131 3. BALANCED ROOF SNOW LOAD IS EQUAL TO 27 PSF. PERMIT SET 2 a. SNOW DRIFT PLAN c cioci 66 z-sSNOW DRIFT PLAN " N pW S007 N1/8" = 1'-0n 00 I 50 I 40 I 30 I 20 1 10 I 0 I 1 50 1 40 I 30 1 20 I 10 I 0 L i 9) 1 '2 C3) (4) C5) 6 C-7 , 8 __) 35' - 0" 8' - 1" 33' - 0318" 12'- 6112" 7'- 5112" 7' - 1" 20'- 5112" 12'-6112" /' / / / / ---7/ - - - // / / 1111 6 6 30RA 1' - 11" M M co •- �o (9+6+ IBI3I61 +� % i 1CI3ICI NOTES: ,_i"-.--,T `' hc' �� 99'00 F19$ I! Bora Architects, Inc. \ A ! 0 �' It.. I ) " o\ \ A Zrn Washington, Suite 800 1. FOR GENERAL STRUCTURAL NOTES REF. S002 AND 5003. 98.00 I 16 A I I9$00 I I�0+� I - v d, Oregon 97205 2. VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE tt S501 I 199 00 1 �l s c �•� 503.226.1575 SLOPES, DRAINS, ETC. WITH ARCHITECTURAL DRAWINGS -P B - PRIOR TO START OF CONSTRUCTION. mom' I I I M I 5 1 a GNh I 199.00 +� 1 9.00 I www.bora.co 3. INDICATES FOOTING TYPE. REF. 1215501 FOR SCHEDULE. 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C9) 35'- 0" 8'- 1" 33'-03/8" 12'-61/2" 7'-51/2" 7'- 1" 20'-51/2" 12'-61/2" �' / .' / / / / 6 s 30RA 6 2x10 @ 24"o.c SOFFIT S703 ® 2x4 @ 24"o.c. FRAMING 5703 AT LOW ROOF .., \ GL5 12x18 GL5 1/2x9 - N EA) Bora Architects, Inc. ...0_1::).; .../2:18 GL5 12x12 I GL5 1/2x18 few N — 720 SW Washington, Suite 800 FRAMING PLAN NOTES: ) AJ 1 F4 Poland, Oregon 97205 +� +� 49 +� co r�+6 503.226.1575 1. GENERAL STRUCTURAL NOTES REF. S002 THRU S003. N N I I X I m. N I x HRV 2-1 MAX. 2. REF. ARCH. DRAWINGS FOR WALL LOCATIONS AND SIZES. © N N I www.bora.co `n S705 WT. 700 LBS. �` 47< J J 3. REF. 57.0 SERIES SHEETS FOR TYPICAL WOOD DETAILS O 111) O O M 4. EL. XX'-XX" INDICATES TOP OF SHEATHING ELEVATION. •.— -- II U I I I I - H 16"WOOD [JOIST @ 16" o.c. I I 5. 1 I INDICATES 2x6 @ 16" 0.c. WOOD BEARING WALL. 1 I 1 % - - I N i lq3iffi 6. X y X INDICATES LOCATION AND TYPE OF SHEAR WALL(Y) PER Q I S703 [i i , LU E 1 I i i i (1 1/S701 AND INDICATES HOLDOWN RUN TYPE (X) PER 3/S701. 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PLAN + �� F• y` �- DO NOT OVER 77� J FLOOR BEAM WITH h I4 CUT AT , � CORNERS TYP. POST BASE - SIMPSON HUSC STAIR WELL / OREGON FOUNDATION EACH END jL1 ; REF. PLAN AND 2x FLAT BLOCKING �F�q pZL.�POo��c. 9/S412 AT EACH END OF 12-31-17 FINISH GRADE SHEAR WALL AT EACH ; :It= ,�0 EXPIRES I COMPRESSION POST Or. 4 I I-�^T I WHERE OCCURS 4 =111=1I1=II I=111=111—I11= -11I III III III-111-III- FLOOR JOIST REF. PLAN I JOIST PARALLEL TO WALL GL BEAM REF. PLAN • • WALL AT SIM. L I1 1- DECK EDGE DETAILG10 � WALL SECTION AT STAIRWELL TYP. WOOD STRINGER TO LVL BEAM }' ..,___) 1" , v_0" i" . 1._0" c CD DOUBLE TOP PLATE EN --------- • PROVIDE SOLID a - STRINGER HEADER U BLOCKING AT HANDRAIL ® REF. PLAN ATTACHMENTS C DECKING J I I _ REF.ARCH. FOR �� SIMPSON H2.5A TREAD AND RISER U— I — I _ - - _ MATERIAL AND @ 48"o.c. I TSTRINGER CUT I DIMENSIONS AOV 1 1 I ] FLOOR JOIST STUD WALL i t?��+^� t-- it-.- ,, REF. PLAN REF. PLAN \ s� DO NOT OVERCUT 0 4.2 1 7..-- -� Z. CORNERS TYP.. 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REF. PLAN I� II I � I 1 _-,C I HANDRAIL WALLLI II II 11� 1i � II �CII r)/1 I , - - �r 1 IAC I . . . . " �� :- . . . . '�;C 1 1 i I x Itt• X\ )( : : MARK DATE DESCRIPTION Ir ® —V` FLOOR BEAM +1 Issued: 8/28/2017 A SIMPSON LSC � - I jam_ , ..2x P.T. NAILER w/5/813 I _x I 1 2x12 STRINGER 4itig SIMPSON TITEN HD r +lr�,ri Scale: 1" = 1'-0" I @ 24"o.c. SIMPSON LSC ANCHOR @ 24" o.c. ; I ��+ I , I , I :.------- STRINGER — I I �C SIMPSON A35 AT t CONNECTOR EACH STRINGER SHEAR WALL )(r REF. PLAN .i2x12 STRINGER ` FINISH GRADE ' ' AS OCCURS @ 24" o.c. I — _ z z - w _4K 1 ` ATTACH TO WALL Copyright 16013 FLOOR JOIST SIMPSON A35 \ • Co Lu I w/(4) 0.141"0 NAILS 1 REF. PLAN AT EACH JOIST \ �\ - LVL STRINGER AT EACH STUD PERMIT SET . A . FLOOR BEAM �I/ J' i / _11..- ,_ - REF. PLAN `� U (2)#4 CONTINUOUS d 2x6 STUDS WOOD DETAILS CONTINUOUS FOUNDATION / oQ TO SUPPORT STRINGERS c+i r-- (7) `0 DECK STAIR DETAIL C�1 DECK STAIR DETAIL A) SECTION AT STAIR WELL S41 2 CV CO CV 2 1" = 1'-0" 1" = 1'-0" 1" = 1'-0" CO � � � � I 50 I 40 I 30 I 20 I 10 I 0 J 50II 40 30I 20 10 0L , , 2x4 FLAT AT CL OF COLUMN TOP, BOTTOMAND FOOTING AND MIDDLEIII 11111111111�✓^�,. CL OF COLUMN REF.ARCH. FOR ELEVATIONS ______4(___ 1 sem'" U 4x4 FENCE • WOOD POST CONTROL JOINT OR Y SLAB ON GRADE Q ---''r- POST REF, FLAN CONSTRUCTION REF. PLAN b SLAB ON GRADE ' w REF. PLAN � � I SLAB ON GRADE JOINT FINISH7 - P.T.2x SILL PL REF. PLAN GRADE 6 ` BEARING SLAB ON GRADE6 BORA FlN(SH GRADE 1CL OF COLUMN REF. PLAN REF. PLAN ,� ,,,� VARIES REF.CIVIL 0 c i _ . 0 o _ _ _ _ _ I I I I I II "-iNen•- iim+ I 00 . 000 , 0 I a O • O + O • O SLA H ! �i.._..- V1111441\, +-��+I I EDGE BEYOND i • o °o • p °0 . 0 • o °° • - 1 • • • • • H °n an an . p °a • p °a 1 ,„I I�,-, �� :� • 0 0 0 • p 0 tO REPRESENTATIVE O o• o °n • ^ a n • COLUMN AND/OR ° • a . o °o REF. 2/S501 FOR BLOCKOUT Bora Architects, Inc. ° • ^ °n . ^ °" ' ^ UNDER SLAB REF. PLAN FOR .. 720 SW Washington, Suite 800 p . 0 p '�"` ' ''0 . 0 . 1 [ REQUIREMENTS ; • o „° • o „ ,,� ACTUAL Portland, Oregon 97205 b? opo p o a (REF. 2/5501 FOR 0 0 . 0 0 0 . 0 CONDITION I �, 0 p • 0 w Ix v T- UNDERSLAB #5 CONT. NOTES: 503.226.1575 REQUIREMENTS 12"0 POST DOWELS TO U co 1'-0" 1. REF. PLAN FOR SLAB ON GRADE THICKNESS AND REINFORCEMENT. www.bora.co ..rr• FOUNDATION MATCH WALL 0 ~ ? ;� / allis 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING JOINT LAYOUT FOR ,�,� « VERT. REINF. 6„ > w u_ FIOTTTOM OF FOOTING REVIEW AND APPROVAL BY ARCHITECT AND STRUCTURAL ENGINEER. TYP. 't`YP"�- • " " " " a" o" o" " o" L. REF. PLAN 3. [FOR SLABS NOT EXPOSED PROVIDE JOINTS ON ALL COLUMN LINES AND AT A / \ / w 0,9 • 0007.000 . 000 . 000 :,000 . 0001 000 00o • ° ° • ° ° ° ° ° ° ° ° a MAXIMUM SPACING OF 12'-0"o.c. EACH WAY BETWEEN COLUMN LINES. PROVIDE F-- -I` 3 4 _11120,,,4,,_0. .11_1'4 • ,I 1- I 1 +"`�..- JOINTS AT ALL RE-ENTRANT CORNERS.] [FOR EXPOSED SLABS REF. Ittlijiff >- u_ 11E111EIIE11- ( III �-- 3" GRANULAR PAD ARCHITECTURAL DRAWINGS FOR SPECIFIC JOINT LAYOUT WITH JOINT SPACING \ Li- 1-' 1 1 I �_�- EXTEND 6" NOT TO EXCEED 8'-0" o.c. BEYOND FOOTING 4. SAWED JOINTS SHALL BE MADE AS SOON AS THE JOINT CAN BE CUT WITHOUT --4-- __-)V---- > REF. FOOTING REF. GEOTECH. EDGES RAVELING AND WITHIN 12 HOURS OF SLAB PLACEMENT. "- '"" #5 @ 12"o.c. ____±._ io SCHEDULE 12JS5,01 'I REPORT THICKENED 111 SW Fifth Ave.,Suite 2500 EACH WAY 2'-0"x2'-0" - 00:503.2227.325ortland,OR 1 FENCE POST DETAIL 0 TYPICAL COLUMN FOOTING DETAIL SLAB ON GRADE EDGE DETAIL JOINTS AT SLAB ON GRADE F:503.227.7980 1" = 1'-0" 00 www.knff.cam 1"= 1'-0" S101 I 4,i1"= 1t-0" 5101 1"= 1'-0" C 10021700152 5 C • CL OF BEARING SLAB ON GRADE `� o i tl (�„,••-''� WALL AND REF. PLAN TYP. ' � pWOOD BEARING WALL FOOTING `. o - bI a , REF. PLAN AND 5701 Fkr- "',_ • WOOD POST a- o • JF • .+++"'"".►• °O o °O • p °p #4 TIES �� REF. PLAN 1IL �-""' 1 ;p SLAB ON GRADE `�� r.,. b, °0 • 0 °,0 0 • 0 °0 O • 0a0 0 • 6 REF.2/S501 FOR UNDER REF. PLAN � P.T. 2x6 SILL PLATE w/ @ 6"o.c. 'n • ^ °a N 5i8"0 ANCHOR BOLTS SHEATHING (3) MIN. I #4 @ 12"o.c. SLAB REQUIREMENTS TYP. EACH WAY EMBEDMENT r a ~~~~� REF. PLAN STEP 0" TO 4" • SIMPSON CB /7 i t POST BASE TYP. / I 1 z FINISHED GRADE GALVANIZED #4 @ 16"o.c. I i 0 W REF.CIVIL L4x4x1/2x1'-11" LLV w/ / -4 ALTERNATE I ` .r (2) 1/2"DIA.x3 1/2" ( _ HOOKS la SLAB ON GRADE O o o • o "o • . "o • o _;� :: _ + I I EMBEDDED SS m REF. PLAN !- °o . . °o • ., °o . ^ °a ;'.4 0' j °o:=� ° -` • .L-. N.`EXPANSION ANCHORS ' 0 0 ' oO ' o " 00 ' oa @ 1'-6"o.c. TYP. EACH II I- -�1 II I TOP OF SLAB I �r\\ /__JV 1 °Q D oop o° °0 0 0 °o D° °oQoto • 1 i�) 11 EL. REF. PLANt \ I 1t °0 . 0 °0 . 0 • . • 0 , 000 , . ,sk . SIDE ! • • 1 • • o - o - o - o ~ SLAB 1�1 ° • I I ° I =•I=- e� G Nth ��I' 12"x12" CONC. 1 1/2"GALVANIZED #4 12"o.c. 0 0 0 1 `- T , 00 • 000 . 0 00 • 0 0 0 • 0 ' THICKNESS T-I I DT1� I -I I= 1=1I -II ��15 773�� `� PLINTH STEEL BAR GRATING @ o o • 0 0 (4)#6 VERT. • EACH WAY TYP. o �- J BARS I II STEP 4" TO 1 -0 � n FREE DRAINING, CLEAN VAPOR REF. 2/S501 \ ANGULAR ROCK, OR OTHER RETARDER OREGON UNDISTURBED FOR II APPROVED OPEN-GRADED ��c ' 21 1991'\(. SOIL UNDERSLAB 0 \\., RADON VENT L BASE COURSE. INCREASE ',40 P�0 ►* *Y REQ'S. - IY REF. MECHANICAL ,r * LEVELING COURSE a THICKNESS OF BASE COURSEMI0 SLEEVE THROUGH 1 AS REQUIRED BY OF FINE GRAINED 1 EXPIRES 12-31-17 I ,- BOTTTO1y1OF FOOTING _... • THICKENED EDGE o 000 ° � ° o ° o ° o ° o ` AGGREGATE ENGINEER. !/ . p u . p U • 0 u . 0 u . 0 u • p u • p EL. REF. LAN 8"WIDE MAX. ':t' 0 . 00a • . pa . . pa • . pa . BOTTOM OF FOOTING O \ 00 . 000 . 000 . „. .n . ^ , 4. 00 . 00 . 00 . 00 . 00 . 00 . 0 ° . . 00 ° ° ° o • UNDISTURBED SOIL°O • p °o • 000 • . °° . 000 . ° 0° . 00 . 0EL. REF. PLAN 0000 " 0 °00i. 0000 • 00 • o � HOLDOWNANCHORS 0p ill �fldl ll-`1E1�f�1MT ° °0 . 0 ° 0 EMBEDDED INTO 9 00 " ° I g,ATI , A=l yxmoAyAyg� (3)#4 CONT. I 11 II► Ti�►I=1 - I- FOOTING • BARS TO MATCH REF. S701 SLAB REINFORCING NOTE: *7 REF. 1/S501 FOR ADDITIONAL INFORMATION. NOTE: 3"GRANULAR PAD 2'-0"U.N.O. REEF. SHEAR WALL \ i „ TYP. REF. 9/S501 FOR INFORMATION NOT SHOWN. EXTEND 6" BEYOND / '` SCHEDULE 1/S701 FOR 7- 0„ . --� FOOTING REF. REF. PLAN AT SIM. 0 ° ' o ° . ,. • ° • ,. .- / ,� SECTION ATADDITIONAL INFO. o„ • a„ �"� GEOTECH. REPORT STEP 1'-0" TO 4'-O" U N D E RS LAB a) WOOD POST AT CONCRETE PLINTH ELEVATOR PIT AND SUMP1 O TYPICAL INTERIOR WARD FOOTING TYPICAL STEP IN SLAB ON GRADE PREPARATION AT SLAB ON GRADE .4"' ('-.1.-.6.) 1„ = 1'-0„ 1" . 1,-0" i"= 1'-0" 5101 6 1" - 1'-0„ 1"_ ,'-o" C • AT LIGHT POLE RUN WALL REINFORCING THROUGH 0111110r LIGHT POLE FOUNDATION ,..--'" CLWOF B DRING 0 PROVIDE SQUARE TOP • COORDINATE WITH WOOD BEARING FOOTING FINISH GRADE 1 LANDSCAPE WALL 4"TYP. 130TH SIDES OF JOINT REF.CIREF. PLAN AND LANDSCAPE I/ I S701 1/8"SAWCUT FILL w/ 1/8" T/4 FOR WET CUT -[ f 7;,;7.?:-:7;; � ;;- -;. HOUSEKEEPING ■ ''t�,.• : `• r:;`�, - P.T. 2x6 SILL PLATE w/ SHEATHING PAD COORDINATE JOINT SEALER TYP.- SAW. q ; ;. '<;1. 518"1 ANCHOR BOLTS '" REF. PLAN LOCATION AND / 1 TO 1 1/2" FOR '°I� " •_ .'"1--':- - - ° ,: y, "�:> EARLY-ENTRY SAW 0 D . 1 Y,_ @ 48"o.c.w/6" EXTENTS w1 MECH. () • 6"CONCRETE I CONC. CURB V I(�I l EMBEDMENT TIE I E STEM WALL `"'�"" REF.ARCH. -r-� EQ ,EQ #4 @ 16"o.c. #4 CONT. #4 @ 16"o.c. REFS PLAN GRADE \\ -D Lu co 31 BACKFILL TRENCH ALTERNATE TOP AND BOT. EACH WAY a 0 k 0 0 0 3 :LANTER HOOKS • o a • 0 • 0 0 • . 0 • . 0 . w Nt. a • . �% s4••• 0 *. a00000 • 000 • 000..C" D 0 .,' �. s.� _ `� • pap ° a • ° °a • ° aO • ° V #5 12"o.c, • ° ° 00 ° a uli�i`�-';�ilt+ o • �-- TOP OF SLAB REF CIVIL 1 I d I o • 0 0 • 000 • o • ° o • o @ 0 . 0 ° . 0 0 .00 ��:� �ilt . 1 i�I I -I I�I �I I EL. REF- PLAN • • • • 0 • 0 0 • 0 • 0 0 • 0 0 • V VERT. I . °° • . °0 . 0 0 . 0 °° . . -� �,�� IEI�IEIEIEII \ 0a0 a . (0 N'T ° • 0 °0 • 000 • o a • ,y a • p ° ' p -� ' " I I ,I-, h- • •4 a • 4 a • o a • O • O O • i.. V J 0 0 • \ ° .ap °D .°p °O p0 Opo °O po -I I�I I�I I�I I�I I- D „ 0 a 0 0 0 0 1�1�111-111�11 1-0 MIN. 0 � �,,� �" • EVERY OTHER - y ,. .4© 12 o.c. III-11-I -I I SII-III I I�` 0 °0 . 0 . • • • 4./ 7,0 . p *u . . U . • BAR ACROSS - -, a a HORIZ. I PIPEII 1:---=-11- 11 -1_==--111-111-1 0„ . CONT.#4 , pap , 0 0 • p a , c AUTO ITV-I I� I I 1-11-11 I-11 I 1 � a a 0 JOINTS R3 (0 a o REF. CIVIL 1- -11-II-1- 1 -M-111----11• REF. 2/S501 I i �,�.�----- HOEDOWN ANCHORS • o o • r■D • II_ I I I=I 1 E11- FOR ` " EMBEDDED INTO ' REF. 2/S501 FOR - - 1 X11`- I b l 11 I I SLAB REINFORCING SAW CUT JOINT UNDERSEAS I1 --L c i _ I l m I I I III- UNDERSEAS - 1 FOOTING #4 16"o.c-AT PERIMETER PREPARATION co III - 2 I IE I E* "'I M I I REQ'S. b REF.5701 OF PAD D REF. PLAN REQUIRMENTS D0 0co I 1 I I I I [ I I IH�I - U '';'---- #4@ 16"o.c. d" ' I I. I 11 I( � l( t0 REF- 1/S501 FOR ADDITIONAL INFORMATION. i _ _ L �. NOTE: Q 0 I .. 0 BOTTOM OF FOOTING REF.ZIS501 FOR M ,/moi ` • V • . u • 0 ` • 0 u • o u . ) UNDER-SLAB D W ii _-c,) +! t EL. REF. PLAN ° 0 0 . 0 0 0 . 0 °0 . 0 0 o 0 0.} • FOUNDATION DRAIN REQUIREMENTS 0 • . 0 • . ° • , 0 . REF.CIVIL `�', U ; BOTTOM OF TRENCH 3"GRANULAR PAD V *E=11.-°u _ °1 EXTEND 6" BEYOND ;-�-, ,-,,,-„ , , , ,- NOTE: I I IA I 1 SHALL NOT BE / CONT. FOOTING FOOTING REF. AT CONTRACTOR'S OPTION DRILL AND EPDXY w/ ,{,�„ 11--111--m- 2'-0" I LOWER THAN THIS CONT. (3)#4 / ,` LINE VERIFY WITHLI i OEOEEGH. REPORT 2'-0" U.N.O. (3)#4 CONT. 3"EMBEDMENT tN LIEU OF DOWELS. CONTROL JOINTS I GEOTECHNICAL 1 REF. SHEAR WALL REF. PLAN AT SIM. / ENGINEER IN SLAB ON G RAD E SCHEDULE 1/S701 FOR HOUSEKEEPING ADDITIONAL INFO. 1"= 1'-0" PIPES RUNNING NOTE: TYPICAL PLANTER WALL DETAIL DETAILS ALSO APPLY TO TYPICAL EXTERIOR WADE FOOTING PAD AT SLAB ON GRADE T,,o 4"TYP. BOTH 0PARALLEL TO FOOTING ELECTRICAL CONDUITS0 1 1/2" = 1 -0 LARGER THAN 3" DIA. i"= ,...0" S101 1" = 1,-0„ KEYED JOINT(AT (3/4"MI TIDES OF JOINT 2 SIDE WALK ra • LIGHT POLE BASE SLAB MID-DEPTH)G ;;e'PAINT w/CURING AS OCCURS t AND ANCHORAGE COMPOUND AS BOND BREAK I NOT BY KPFF CONT. FOOTING z REF. CIVIL I I BEFORE ADJACENT REF. LANDSCAPE FOR FINISH GRADE I _I_ i POLE BASE DETAILS I ES - - - - S] SLAB IS PLACED _ F- REF. LANDSCAPE I 1 I I a REFI S4 1R RINGER _' • h - \ it II -1-L 1 • . °0 '' '.° °0 1, °0 • O °a • O °a ` 1 - p- 44 " I 00. . op. 000 Opo _ _ �C t II I' _IE1 - - - . 1 1 EXTEND 000 . 0 00 . . 00 . p 00 . 000 . . • 0 O o O + . O o 0 • o O 3 II II `r PROVIDE SLEEVE TO 7.'" EVERY OTHER ° a a ° a ° ° ° co ° 1 09/22/17 ADD 1 BAR ACROSS *0 . 0 . 0 0 . 0 o O . 0 • a • 0 0 . 0 0 . 0 • 0 0 ALLOW 3/8" CLEAR I CENTER THICKENED ° ° ° / I I AROUND PIPES(CAULK I SLAB ON STAIR 1-2-1111F-JOINTS • a ° G O X000 `o AS NECESSARY) , STRINGER l I II 11=11 I7 1 R I�I 11-I I MARK DATE DESCRIPTION 4=110 1 (3)#4 HOOP TIES -� co % i 1V:3H UND RSLABREF. 2/S501 FOR @ 4"o.c. IN THE .. `\ I:1_-III-III-III-III-111-III-I 11-t I I- I LAB ON GRADE KEYED JOINT PREPARATION Issued: 8/28/2017 TOP 12" l l�i IQ I k-1 I b I IJ I LITE" E I i�I / I 7.......--- REF. PLAN 4"TYP. BOTH REQUIRMENTS N„,__,„<::::› 9' /� , I SIDES OF JOINT O w Scale: As indicated / / �, • • • •z APPLY BOND t- MIN. FOOTING SCHEDULE _ BREAKER / o 0 . 0 * 000 0 . 0 ° 0 °0 • o O O BEFORE 0 z _,,....__ __ __/1> SIZE o •0 • • 0 8. 0 0 •p ADJACENT .` - g MARK "A" "B" THICKNESS REINFORCING ° 1I 4 . • • 0 00 . SLAB IS PLACED 1 . : 0.. 1 . , ._ .L. `(j., 0„ 00 . 000 . 000 • O' • oLETIN2x6wI0.1570 ki • o °0 •(. °0 . 000 . 0 °a _• °0 A 3' - 0" 3' - 0" 1' - 0" (4} #5 BOT. EACH WAY '9k 0 a • - ^ 0 • 0 - PAF STAGGERED DISCONTINUE �.. o a a a o • o 0 • . a • o 0 , . a • . • 4"o.c. @ SLAB REINF.AT - p o 0° p o 0° • o 0° p o 0 0 • 0 0° • 1/2"0 SMOOTH (6)#6 VERTICAL ---"''- / B 4 - 0" 4' - 0" 1' - 0" (5) #5 BOT. EACH WAY JOINT U.N.O. • 0 0 0 0 . ° 0 0 0 . 0 0 0 . 0 . ° DOWEL @ 32"o.c. Copyright 16013 1 S C 18"Q 1' -6" REF DETAIL 9/S412 ONLY DOWELS 0 0 , o °0 . 0 0 0 . 0 °0 . 0 °0 . 0 ` GREASE ONE END, (3)#5 1'-$" SHALL CROSS • p 0 0 , p a 0 , 0 0° 0° , p a 0 ALIGN DOWELS #4 HOOP TIES / �' UNDER 2/S501 LAB OR THE JOINT •�-l�0 • ° '�` 0 1 ° - ' PERPENDICULAR TO PERMIT SET 12"O.G. -i t-1 l-i l-t E E #1-!!{-1 1{-Ii- #4-- -II l F-I I (1 1 ��I NOTE: '-'( =I I I�I I- JOINT 2 @ 41 • I�11�11�l I��11�11 11�I @ 16"o.c. REQUIREMENTS � � \ REF. 1/S501 FOR co �Ibl� IANFORMATION.DITIONAL DOWELED JOINT REF. 2/S501 FOR CONCRETE DETAILS o PREPARATION !I'ILII PIPES RUNNING REQUIRMENTS N PERPENDICULAR TO FOOTING THICKENED SLAB CONSTRUCTION TYPICAL LIGHT POLE N is FOUNDATION DETAIL PIPE/CONDIT TRENCH AT ROOTING TYPICAL FOOTING SCHEDULE AT STAIR STRINGER JOINTS AT SLAB ON GRADE CED N 1 1„ = 1'- „ 1a . ! S501 04 ti . 1'-0" 1" -- 1'-0" 1" 1140" 1"= 1'-0" 50 I 40 I 30 I 20 I 10 I 0 .1 50I 401 301 201 10 1 0 L.. J WIDTH J (2)#4x3'-0"TRIM BARS IN WALL. ----,,,, I I PROVIDE EACH SIDE OF WALL \ AT(2) LAYERS REINFORCEMENT STEP LOCATION 5502 REF. PLAN CONCRETE WALL ABOVE. TOP OF CONCRETE REINFORCING NOT TRANSVERSE 6 FOOTING SHOWN REINFORCING 6 BORA , , \/ BASE PL REF. BASE PL SCHEDULE \ 1/56.01 -7"; tz z7 o o o L_____, _ w Bora Architects, Inc. A . '� "�' N z za 720 SW Washington, Suite 800 .7 • M cE a .,,;,1-_,, a w {�- Portland, Oregon 97205 51 503.226.1575 1L www.bora.co i Z TO MATCH 1 iA * �'--'� EL. REF. PLAN �. LONGITUDINAL �I. ,Ir \ BOTTOM OF REINFORCING _ ti a 1 r =111._-7_1 HI I&I=I1 J LAP EACH END co v MIN. ( Z w FOOTING REF. LAP SPLICE z - SCHEDULE IN 0 v :\\\....,\\N lqjliff GENERAL u__ STRUCTURAL (- NOTES TYP. STEPPED 111 SW Fifth Ave.,Suite 2500 CL OF COLUMN Portland,OR 97204 WALL FOOTING DETAIL COLUMN SECTION A-A AND FOOTING 0:503.227.3251 REF. PLAN F:503.227.7980 AT COVERED PLAY 4 1/2" = 1'-0" Mal— NETTING PROVIDE www.koff.com FILL BLOCK-OUT i I 114"TAB, REF ARCH 10021700152 CL OF SHEAR WALL w/CONCRETE I i FOR DIMS +5 _ AND FOOTING 2 ISOLATION WOOD SHEAR WALL 5502 , a REF. PLAN AND S701 I I I JOINT w/JOINT SHEATHING 8" I I FILLER P.T. 2x6 SILL PLATE REF. PLAN MIN. w/5/8"0 ANCHOR Ir' r_ ►� I I �I EL,SLAB ON GRADE TYP. I I w/6"EMBEDMENT I i U.N.O. �� t.: I TOP OF SLAB i * • ! u u u . ! .i� EL. REF. PLAN .,4 . 0 0 • '0 f I ! 1 n 0 0 0 . 0 ° • 0 0 • 1\,\ s +1 A - A 0 . o 00 . 0 00 00 • �. 00 • 000 • o c riN i 0 . 0 0 OEM ,.-- REF. 2/S501 FOR z _ r, — — - S PR I. REQUIREMENTS o ~ o MIc�'��G I N�Fss/�� N • * • t . \', 4 ��15,773 6"CONC. \ /\ ! STEM WALL M 0 -0 . 0-0 . 0 -0 . - L0 • 0 0 0 ..0 • o ..0 • o .,0 • o 0 • f( #4© 12"O.G. . '0 . o °0 • o °a • 0 0 • • 0 o 0 • o 0 • 0 °a • 0°0 • q0 °0,� 0 ' _ CELL OREGON 1:46Po� oI�1 o O ` � oI=R�-,1 I--1!1 0 � m t..} � t/ '� '�� 4 1164W4AP1 I I - I I=CI�1 I F�qlD��L� Rpo` ,r, , Hi I I IT--I IiI„!I1 jt 3 GRANULAR PAD 3" EXPIRES 12-31-17 ,EXTEND 6" CLR. 4 - BEYOND FOOTING J o REF. GEOTECH. NP' 4 t.7 ( -' REPORT - NOTE: 4IS\ BOTTOM OF FOOTING , REF. FOOTING SCHEDULE TOP BARS 0 • 0 "0 • . -0 0 "0 0` EL. REF. PLAN 12/S501 FOR DIMENSIONS " • o ' • o "0 . 0 `0 • AND REINFORCING. WHERE OCCURS —I l�lll l I ill REF. SCHEDULE 3"GRANULAR PAD -- 7I ii I en= p .--I I I I FOOTING AND ALL EXTERIOR STEEL TO BE GALVANIZED EXTEND 6"BEYOND REINF. REF. GEOTECH. 2'-0" U.N.O. L REPORT '� / REF. 10/S501 FOOTING CD 0cWAYLAY" STEPPED SLAB D1" = 1'-0ETA" ILATSTEELCOLUMN +a 1" = 1'-0 11111111111111 0.11•11, 0 HORIZ. BOND BEAM w/(2)#4 AT TOP, BOT. / \ C AND MIDDLE OF WALL ' ` 0 BASE PL ._ COLUMN ' '408"CMU WALL /7 REF. PLAN \ (13 REF. PLAN ' " -4.-•SOLID GROUT ' \ •U T ,�j r / \ . Ta #6 VERT _ as �,3 �' �'�� \\�\ ��Q �� b 3 3 @ 24"O.G. ` �Appy, ,c-kQ' `��'� \\ ��`G�0�p� • • 3o a /. \ a Lii 0 04 SLAB ON GRADE ,i�� \� • CO (N i (.--- REF. PLAN �� l T, N `l CO N-- FINISH GRADE j I \\ i i� i •• -=+ E -E . CK � \ CO Cs o O\ _ 0,07 • N / Z DOWEL TO MATCH ``\ * \�� ,'/ Q /f-/ AND LAP WALL • f Nr. "t b / REINFORCING . ' 0 0 0 i N o . i TEMPORARY EDGE OF SLAB BLOCK-OUT w/ `- • • , • \ / ISOLATION JOINT w/ \ �'')J SLAB ON GRADE \ i r JOINT FILLER. �_ UND CONTROL JOINT .� CONFIGURATION MAY #5@12"o.c. BE USED AT CONTRACTOR'S / 3'-0" ��:.. (4)#5 CONT. OPTION 0 6 CMUoi, TRASH ENCLOSURE WALL ISOLATION JOINT AT COLUMN 2 2 11{1/4) 3 CMU WALL GRI D REF. PLAN (1/4) 3 f//////f/j�/ HSS COLUMN ///�� f ^-) REF. PLAN TT �71 //�/// // "'7 #4 DOWELS @ 16"o.c. PL1/2x6x0'-3" CONT. (2)#4 TOP POUR BACK CURB. 1 09/22/17 ADD 1 SECTION A-A w/(2) 1/2"0x2'-0" DBA'S 4REF.ARCH FOR DIMENSIONS ALIGN w/BOND BEAM STEEL PL IN WALL SLAB ON GRADE MARK DATE DESCRIPTION i REF. PLAN "�"' A - '+ - A FINISH GRADE Issued: 8/28/2017 I VARIES REF. CIVIL . HSS COLUMN I I • CMU WALL REF. PLAN I Scale: As indicated REF. PLAN //A: I BASE PL1/2x6x1'-0" • o ,, - o M . o I I w/(2)3/4"0 HEADED 0 • 0 °0 • 0 °O • 0 F ` ANCHOR BOLTS O '0 • 0 °0 • �, °0 • I I ' - - o^ • o co o 'O o �O • o O o i I ' i• REF. 2/S501 FOR UNDER SLAB • o O • o \ \ REQUIREMENTS t a 0 • o a O • 0 \ � Copyright 16013 `�..._. #4 CONT. a, 1'- 0" PERMIT SET - - P. #5 CONT. 2 A.i \ a. cy) ,� CONCRETE DETAILS t-NA / 1'-6" "�-- WALL FOOTING THICKENED A ti N GATE POST TO CMU WALL SLAB ON GRADE AT COVERED PLAY S502 N 1" = 1'-0" 3 ) 1" . 1'-0" d) _ .-A/ A A A A A A A A A . A A A A A A A A 50 I 40 I 30 I 20 I 10 .. .. _ r - .. _. .- _ .. - O _ _ .. .. .. .. _ I 50 ll 40 I 30 I 20 I 10 1 0 L / / X" 5116V (----- RBAESF.ESPCLAHETDEULE (3:N. ----4— __ 5,, PL 1/4x5"x11-6"A36 Ea . 6 1 i./."--'--- t-% 6 BORA ,, CL OF COLUMN „ ,,„,.. ii4v '61 -0,, HSS BEAM GROUT HOLE AND PLATE REF. 21S601 OPTIONAL SECTION A-A • ; /. --------- t..I. b TIMBER POST CL OF COLUMN . ..=. ............ .. REF. PLAN AND PLATE PIPE COLUMN . ----------.-.''•..,.;r-lf-r-,4e,-•-'-'---- REF. PLAN Bora Architects, Inc. ti) 1/2"O WEEP - 4., -----i -, 2.__. HOLE A A 720 SW Washington, Suite 800 reN .........„... I-- z •--1 o o I WASHER AND NUT Portland, Oregon 97205 503.226.1575 o < (4)5/8”THRU BOLTS 11.1 w 114"x2"x2" PLATE --3 cl Z4 www.bora.co MEM! WASHER OPPOSITE (0fl 1 1/2" NOMINAL SIDE NON-SHRINK EQ---)/K.EQ ••• GROUT Li il LEVELING NUT krijff ANCHOR ROD 111 SW Fifth Ave.,Suite 2500 REF. SCHEDULE Portland,OR 97204 HSS TO POST CONNECTION 0:503.227.3251 F:503.227,7980 _ 4 1.. . 1,_0,, www.kaccom 5 5 10021700152 (3/16) ( ( TYP. 3/16TYP. GRAVITY COLUMN N 3/16V \ BASE PLATE SCHEDULE (3116) HSS4x2x3/16 1 I COLUMN SIZE N (IN.) B (IN.) T(IN.) X(IN.) XL(IN.) ANCHOR RODS(NO.) DIAMETER A _ --- A 5" PIPE 12 12 3/4 1 1/2 9 (4)3/4" HSS 4x4 10 10 3/4 1 1/2 9 (4)3/4" ,-. Z;) .-. CI !II ,3 1 x NOTES: MEM CO co u) #01uturf ,-- co Cl) co = = r 1. ANCHOR RODS SHALL BE HEADED ASTM F1554 GRADE 36 U.N.O.I ctELD PROPe THREADED ROD MAY BE USED AT CONTRACTOR'S OPTION PROVIDED •\„\-- c•4 40 L di 7/ ‘OREGON 1.:‘1.. 1-16-- COLUMN AND TOP OF BASE PL. ,./441/ 21 EXPIRES 12-31-17 3. THATPRO I NDdlUE,b,T<t.:1 dSI 2LbitTL7<AFd2CI hN"K,I:sWddHhbEA=L+TDdi BOTTOM OD+T TT1/02c:ROD.MOF F0 "7 r- 2. ANCHOR ROD HOLE DIAMETERS (dh) SHALL BE AS FOLLOWS: db< 1" : dh =db+ 5/16" HSS4x2x3/16 PROVIDE(4) ---} L2x2 4. ACCEPTABLE TO SLOT HOLES RADIALLY TO ALLOW FOR CONSTRUCTION 4 HINGES TO #10 SCREWS 1/4"CAP PL SEAL 1 WELD TYP.AT TOLERANCE. 4 SUPPORT @ 6"O.C. WEIGHT OF OPEN ENDS 5. SQUARE OR CIRCULAR PLATE WASHERS SHALL BE USED (ASTM A36) GATE WHERE HOLES ARE SLOTTED OR OVERSIZED. MINIMUM WASHER SIZES SHALL BE IN ACCORDANCE WITH AISC TABLE 14-2. 3/4" PLYWOOD HSS NOTE: REF.ARCH. GRIND ALL WELDS Sims SMOOTH GALVANIZE SECTION A-A TYPICAL GRAVITY a) ALL EXPOSED STEEL. TRASH GATE DETAIL COLUMN BASE PLATE DETAIL .4•■.0 C 0 1/2" = l'-0" 1" = 1' 0" a) 4.... IMMO 0 gbI 6x6 POST U.N.O. HSS6x3x1/4 S601 AI 0 S601 •mom 141110 •••-• (113 0 I REF. PLAN IA In -0 3 / 5 0 0 w 0 03 0 vi- C\I CO E N .- E(UN- Ca) as = W , /' '''''*-.-..*- --------"------ MAX. ' 1/2" PL . -Cr 73 CANOPY OR SUNSHADE sm. REF.ARCH. =MD F- co EL FOR LOCATION z/ A, PARTIAL PLAN elr CANOPY AND SHADE DETAIL = 1-0" 2 2 1/4L/ 2-12 ,r_ iv,..•,..*.....s,..._....._______ BEND RETURN L2x2x3/16 REF.ARCH. 1/4 N 1/41/ A SECTION A-A I 3/16" PL 7.- BEND RETURN REF. ARCH. CV U ( i \ --\-- , MARK DATE DESCRIPTION il 8" 1'-0" A som ' HSS , / / REF. PLAN TYP. PL1/2x2 Issued: 8/28/2017 CANOPY TYP. Scale: As indicated 1/4N 2-12 1/41/ 2-12 0 ( TYP. 1/41/ HSS SECTION B-B , L2x2x3/16 REF. PLAN 9" 3'-9" , ; / / 1/4 N 1/4V Copyright 16013 B —a 1 PERMIT SET 1 ! 2 PL1/2x2 ----- '`,,,,,,0 a. TYP. (TYR B -21-1 ,' '- 19-W-4 BAR GRATING ( to 1/4V w/1 1/2"x1/8"BARS STEEL DETAILS to co v- ed SUNSHADE I-- ;F:, CANOPY AND SHADE DETAIL S601 N CO C‘I 11-0" 0) 50 I 40 I 30 I 20 I 10 I 0 I _... . . 1 501 40I 30I 20I 10 I 0 L O 13 15 _ DOUBLE TOP PL .: J_•._ I I ^ 1 (2)0.148"0 NAILS 0.148"0 @ 4"o.c.AT SPLICE NAILS _ -Ir - _ n" - -ir' - - n- - -ir - ■ -n- - - n- - -1 - - - �,- - -rr - , @16"o.c. '" II II " " II II III € WOOD SHEAR WALL SCHEDULE ,I1 II II II II II II II tl H 11 H L - I 1 i I I ( I I 1 11 H I II I H II II I H I H H "~ 3.11 II II 11 II II 11 II II II II 4,_0„ ' H H II II I1 11 11 II H H 11 II 11 FRAMING I t II II II II 11 II 11 11 '� WALL WOOD THICKNESS AT SOLE PLATE SILL PLATE SILL PLATE 1 I II I , II , , 11 II II , , H II II 11 STRUCTURAL EDGE NAILING SHEAR CLIPS "'ill SYMBOL ADJOINING FASTENING THICKNESS FASTENING II II II 11 II 11 11 II II PANEL SHEATHING PANEL EDGES 6 _ _ JL _ _ JI _ �ii _ _ JL _ _ JI _ H _ _ JL _ _ J1+ : +JLt*+JL _ _ JL _ _ 4 r - -Ir - - Ir- - - 7r - - 7r - -Ir - - tr - - Ir - - -+Ir - - Ir - -1 2x STUDS ---'•" 6 BORA I II II II I II II II I + I I I I I I 0.131"0 „ „ 5/8"0 A.B. A35 @ 24"o.c. II 11 II II II II II II II 11 I1 II 1 15/32 2x 0.148 0 @ 6 O.C. Zx II I 11 II II II 11+ , I,I, NAILED OPTION @ 6"o.c. @ 4'-0"o.c. MIN.(1) PER BAY QI I I I I I I I I I I I I I I I H I I H 11�/ 10 „ 11 II II II II 11 II II 0 11 II 11 fh 0.131"0 0.148"0x41/2" 5/8"0 A.B. A35 @ 20"o.c. 2 15/32 3x3x „ H I 11 II 11 11 II H H I H I+1+ SIMPSON MSTC28 DOUBLE TOP PL @ 4"o.c. @ 4"o.c. @ 2-8 o.c. MIN.(1) PER BAY II I I 11 11 1 II 1 II H l 1 © 1 H l CENTERED BETWEEN II 1 1 II 11 I 1 1 1 1 I I II IIII II SPLICE POINTS 0.148"0 0.131"0 (2) ROWS 0.148"0 5/8"0 A.B. A35 @ 16"o.c. Bora Architects, Inc. 1 1 1 t 1 I I 1 1 I t 1 1 !1 1 1 I f 1 1 �- 1 1 I 3 15/32 " 3x "@ 3"o.c. 3x @ 1'-4"o.c. MIN. (1) PER BAY 720 SW Washington, Suite 800 = F = _ � F _ �i_ _ _ 9 � _ _ 1F_ _ -_' � _ _ 1 � = = = r = - = = J � - - SII NAILS @3 o.c. x41/2 11 �•. I I I I I I I I l I t I I I t 1 1 I I I I I r I I @ 16"o.c. Portland Oregon 97205 15/32" 0.131"0 (2) ROWS 0.148"0 5/8"0 A.B. A35 10"o.c. ' II II 11 II II II II II L • � ....240°.•-: •°• ...e•-••-•• � .e• 4 4" 3x 1/2" 3x „ @ 1 II t . 503.226.1575 H 1 I H H H t I 1 t I i I I t t t r 1 1 1 I . • . • . • • • . • . • . • . • , • .! EACH SIDE @ o.c. x4 @ 4"O.C. @ 1-4 o.c. MIN. (1) PER BAY H t I I H l r II H 1 I I t H I i An, 1 r II 4'-0" www.bora.co II I I W II II II II 11 II II itye 15/32" 0.131"0 (2) ROWS 0.148"0 5/8"0 A.B. II II II II II It II it II II II II 53x 3x „ A35@8"O.C. IMMO1 1 1 I 1 i I r E 1 I I 1 I ` EACH SIDE @ 3"o.c. x4 1/2"@ 3"O.C. @ 1-0 o.c. tir rJ I II II II I it H tiJ11 I S701 1I II II i` I II 11 II II II I I I4 1 1 NOTE: REF.6/S701 AND 7/S701 FOR TYPICAL SHEAR WALL ELEVATION. I _ 111 _ _I1 _ _ LI_ _ _Ii 1 IL J1 IL L!_ _ JL _ _ LI_i _11 _ - 2x STUDS ! I STRAP OPTION 1<rif I I L - ,. y NOTE: 111 SW Fifth Ave.,Suite 2500 • 0 V SPLICE SHALL OCCUR OVER A STUD. Portland,OR 97204 1'-0" Aft 0:TOP PLATE SPLICE SHEAR WALL SCHEDULE 03.227.3251 S702 F:503.227. 8 MAX. 1"= 1'-0" S701 1" = 1'-0" www. O .cam 5 10021700152 - SHEAR WALL ELEVATION NOTES: 5 1. TYPICAL WALL STUDS. 11 2x MEMBER AT 2 WOOD STRUCTURAL PANEL SHEATHING. LAY HORIZONTALLY OR VERTICALLY. 0 REF. SHEAR WALL SCHEDULE 1/S701 FOR ADDITIONAL REQUIREMENTS. ADJOINING PANELS 3. P.T. SILL PLATE, REF. 6/S701. 'I 11- - - - n - - - -Ir - - '" 111 - - 1 -. ."'"":-- - -Ir - - - 7I- - - - n - - -711- - - 71- - - il - - - -IT 7 " '11 r II II lit 11.4 1 0 II ils.1 I rl'1 11 I I I i .... .....'...NN\ REF. 5/S701 FOR TOP CHORD SPLICE DETAIL, 11 ii 11 ii 1 II i i II II 111 II 11 11 11 4. DOUBLE TOP PLATE, 'II II II II III _ _ JL _ _ _ 11_ _ _ _ _ _ _ JL _ _ ii II II I II 5. HOLDOWN ANCHOR, REF. SCHEDULE 3/S701. 4- ,,.., I I I 1 1 III I.I II II I 1 1 it 1I II III III II 11 II II 6. ANCHOR BOLTS. .141I I II II 111 14141 II II 11 II �- I II II II II Ili III 11 II II 11 imio '11 II 111 II H I II MINIM 7. FOUNDATION, STEMWALL OR THICKENED SLAB. II II II II III (ID I I I 1 I II 1 II • PANEL JOINT .II II II II III III I II II II . i i � ' r� 8. EDGE NAILING REF. SHEAR WALL SCHEDULE, 1/S701 .Lt II II III bW II H I II I CO PROFF _ _ _ _ _ _ _ _ _ _ _ _ __ TYPE SHEAR WALL 8 I_ 11 _ _ _ II_ _ _ II _ _ _ _ III 11 I H 1 c-4 S� 9. INTERMEDIATE SUPPORT NAILING REF. SHEAR WALL SCHEDULE, 1/S701. •t•r -'r - - - - - - =)r - - - on-- - - - -i r- - - - -t - - - -1 r - �� \`cl I Nez, O�L� I II II II III II II II 1 I1 4,, �-' '1'1 11 II III Q rm II II II II SHEATHING 1 ,7yI 10. PROVIDE EDGE NAILING TO EACH HOLDOWN POST.WHERE HOLDOWN POST 1 1 t l H H III IH 1 t H l I H PANEL JOINT WHERE OCCURS r f CONSISTS OF BUILT UP MEMBERS, PROVIDE STAGGERED NAILING TO EACH '1 i , II 1 1 III ill I I II I 1 REF. SCHEDULE f PIECE. .Lt I I , II II LW I II 11 II 1/S701 / OREGON II II I I III III It II CO °� 11. HOLDOWN POST. dO II II II ill 0 0MA 1 1 II II II 1 ✓F��LB 2 1 t,�� II II II II III Ili I II II 12. ALL SHEATHING EDGES ARE TO BLOCKED. REF. SHEAR WALL SCHEDULE, '1'I I II I I ri i I I I I I I I I 1 EXPIRES 12-31-17 I 1/S701 FOR FRAMING THICKNESS AT ADJOINING PANEL EDGES. 1 1 1 II II III 111 II I I 11 H 'II It II I II ,E - -ir - - - .i-�- - - - - - .7r - - .� I II II II II I"" - ; 4 13. ROOF SHEATHING. ,I II 11 II III II II II II 114 II II II 4 I II 11 IIIL _ _ JL _ _ _ JL _ - _ JL _ _ _ _ _ J111 11 II !I I - - - - - - - r - - _ - - - -,r - - - -ir - - - r - - ip,.r = - - -it- - - -it - = = - =,r =i� • 3x MEMBER AT 14. ROOF RAFTER OR TRUSS. II I II II 1111 II II 11 II 1111 II II 11 I PANEL JOINT ADJOINING PANELS 11 I1 II II II Ire 1 sin 1rt'I II II I 15. BLOCKING. II II II II 1111 II II 5702 I I I I I I III 10 ►i i i II i i i l t r 1 1 1 1 TYPE(2) TO (8)SHEAR WALLS 16. "SHEAR CLIP" PER SHEAR WALL SCHEDULE, 1/S701. 1 II iI II II, II 11 II II 11 II II fltll J 11 _ _ _ JL _ _ s 111_ �l IL - _ 1I_ _ _ u _t11 _ _IJ _ _ - JL _ lL 7 SHEAR WALL 0 0 11 ! 0 _ _._ -!- _. _!- _ _ _._ ... _._ _L _._ tII _ t _._II_. _._ t _._ _._ _,_ .L _._ _ _ _._ J II _ s _ ..II . •_ .! _ �, ELEVATION - SINGLE STORY , IT - 0lr _ „ - _ - �,- - ` _ _ - „- - _ - � - _ - „ - - . _ _ - _ �; , ! 0 ADJOINING SHEARVVALLEDOES 1"= 1'-0" / JL _ _ _ JL _ _ _ JL _ _ it _ _ _ JL _ _ _ JL _ _ _ JL _ _ _II �_ _ _ JL _ _ _ _ _ _ L� 1" = 1'-0" �r - - - - - - -tr - - qtr - - n - - - -,r - - - -Ir - - - - - -Itr - - - -,r - - - -�r - _ _ , r - :I II II Ir II II II II II MIO II II • i II II II III II II II II II II II 11Coll) '1'1 11 II II III II II II II 11 11 I I i 1 11 It I II 11 I II II II III 11 II II 'II 1 11 II III II II II II ill 11 II II II ,I,I II II II III II II II II I.lIt II II II II II II III I '0 I II IIl I I II '� II It $ _ 0I11 II 0 O II II II II II "I II I II " II I 18 III II II III' II II ■r 11 Il II II III II II 11 I \ I II II II II HOLDOWN SCHEDULE _ II II II III II 11 II II 11 Ci) II II II 'I* II II II III 11 II II II III II 11 II V J L _ -.7. _ _ -1. J L _ _ J I L _ _ - J� _ L J.Lh _ _ L _ _ _ -111--r_ MARK TYPE POST ANCHOR FOOTING .L U •= - - = _ N =1= ■ _ ■ - i- DIAMETER EMBEDMENT Le(IN.) r - - ' - �r - - �Ir - - -, -li - r� - - - - - :1.1 II 11 III ri 1'1 II II kW II i� II I II II I1 II II I: 0 II 0 II Iii U II II 'I'I II II II II II II II II rl1 I I II II 11 A HDU4-SDS2.5 (2)2x6 5/8 0'-9" 3 co 3 10 II 111 AnkL! 11 11 1► 11 I II Q �0 'il 11 it It III it I 0 11 11 III II It t II I� C,I� II II III h 5701 II II 1.14 II A II II B HDU5-SD52.5 4x6 5/8 0' 9" 0W CV II II II I III II I II III II® II ♦ II II (� E N :IO r 1 r l II 1 1 1 rel 11 II II i.tO II ii t II (1)s I. Amik 1 1 1 1 I I III II II 1 11 RIlii,� 11 C HDU8-SDS2.5 6x6 7/8 1'-0" _ II E _.i 1 1 I r II 11 II II I't i I I I I 1 , I I =�=-• L.. S702 1 1 1 II 11 II k I.I r- II 11 ( I I I I 1 1 8' I /� 1 1 1 II t l II II II II j �I�I 1 1 II 1 1ill t D HDU11-SDS2.5 6x6 1 11-0„ CO CO ( _1 ..1 11!_ • _ LL _ _ .-I L _ __ 1I 11!! ,._ - - T _i i- .....1-1 _... _Li_ i.._ _dei _ .. _._11....._ T • - "•i - LI ! ! 1 - 0 E HDU14-SDS2.5 6x8 1 1'-0" 646) tLT 0! I F (2) MSTC66B3 6x8 - - (a = Co L ,,I I V ,, • 0) CD ‘1" MIND (4...j us NOTES: i' ~ OCG O" V-0" MAX.----.' 1. REF. TYP. HOLDOWN DETAILI/5702 FOR DEFINITION OF Le. 2. ANCHORS SHALL BE ASTM F1554 GRADE 36 HEADED ANCHOR SHEAR WALL ELEVATION NOTES: BOLTS. 1. TYPICAL WINDOW OR DOOR ROUGH OPENING, REF. PLAN FOR LOCATIONS. 3. ALL HOLDOWNS SHALL BE INSTALLED WITH STRICT CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. 2. WINDOW OR DOOR HEADER, REF. PLAN AND 6/S702 FOR SIZE AND ANY ADDITIONAL INFORMATION. 3. CRIPPLE STUDS ABOVE AND BELOW OPENINGS. HOLDOWN S C H E D U L E 4. DOUBLE SILL PLATE. V 1"= 11-0" 2 5. TRIM STUD. 2 6. FLOOR JOIST/RIM BOARD SPACE. ,,: t.99 7. TYPICAL WALL STUDS. `� ��,�" 8. WOOD STRUCTURAL PANEL SHEATHING. LAY HORIZONTALLY OR VERTICALLY. REF. SHEAR WALL NOTE: SCHEDULE FOR ADDITIONAL REQUIREMENTS. 9. SILL PLATE. 1REF. SHEAR WALL/5701 FOR SHEAR WALL ULE TYPES. -----4- , ORM OR SIP ON ' BPS/8-3 10. SOLE PLATE. 11. DOUBLE TOP PLATE, REF. 5/S701 FOR TOP CHORD SPLICE DETAIL. SHEATHING REF. 1/S701 MARK DATE DESCRIPTION �„ 12. HOLDOWN ANCHOR REF. HOLDOWN SCHEDULE. . SHEATHING BOTH mom 13. WHERE ENDS OF SHEAR WALL OFFSET, HOLDOWN POST TO ALIGN AND CONTINUE TO FOUNDATION. •�''' SIDES WHERE OCCURS Issued: 8/28/2017 14. ANCHOR BOLTS.THERE SHALL BEA MINIMUM OF TWO BOLTS PER SILL PIECE(HOLE IN SILL REMOVING MORE THAN 25%OF FLAT SIDE OF Scale: As indicated CROSS SECTION SHALL BE CONSIDERED TO BE BREAKING PLATE)WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS PL WASHER THAN 4 1/2"FROM THE END OF EACH PIECE. 15. FOUNDATION. HOT DIPPED TREATED ZINC COATED SILL PL 16. EDGE NAILING. REF. SHEAR WALL SCHEDULE 1/S701. EDGE NAILS - SLAB 17. INTERMEDIATE SUPPORT NAILING @ 12"o.c. WHERE i'`", �i OCCURS • 18. PROVIDE EDGE NAILING TO EACH HOLDOWN POST.WHERE HOLDOWN POST CONSISTS OF BUILT UP MEMBERS, r - 1 Copyright 16013 PROVIDE STAGGERED NAILING TO EACH PIECE. \ i`+ 19. HOLDOWN POST. ,\ DRILLDOOHOLE EN PERMIT SET #4 CONT. BAR PLACED N 1/2„ SIEL PL 20. ALL SHEATHING EDGES ARE TO BE BLOCKED. REF. SHEAR WALL SCHEDULE FOR FRAMING THICKNESS AT ADJOINING PANEL TO THE OUTSIDE OF .\ Mme• r'` r 2 EDGES. ANCHOR BOLTS TYP. ANCHOR BOLT d 2 REF. SHEAR WOOD DETAILS co 21. ONE STUD(MINIMUM)TO ALIGN WITH ALL PANELS EDGES. REF.#20 ABOVE FOR ADDITIONAL INFORMATION. MIN. k,. WALL SCHEDULE Lo of C TYPICAL SILL 75 c, SHEAR WALL ELEVATION - MULTIPLE STORY PLATES AT SHEAR WALLS S701 .._ m N 1/2"= 1'-0" 1"= 1'-0" S701 co 1 50 I 40 I 30 I 20 I 10 I 0 I 1 50II40I 30 I 20 1 10 I 0 L FOR MAX. HOLE SIZE NOTES: REF. SCHEDULE STAGGER PANEL _,,,, EDGE NAIL BELOW TYP. 1. NOTCHING OF JOISTS SIDE JOINTS TYP NOT PERMITTED. " '' "� SIMPSON HOEDOWN 2. HOLES TO BE i It n n Ii ii a It ii7REF. SCHEDULE -�- (� �-�- LOCATED IN MIDDLE EDGE '''moi II II ii II ii II �t --'r- 3/S701 _ _ 1/3 OF DEPTH"W" NAILING i ,� r- II II ii ti II � ii tt u ii i HOLDOWN POST (5)0.148"0 I. 6 I, II II }} II EI }} II 11 i Ii REF. SCHEDULE ^_�� THREADED ROD ANCHOR NAILS EACH ii II ii li iI it It it 1 . FIELD NAIL 3/S701 w/DIAMETER AS SIDE II !t ti tl Ii it !i i ii I �P REQUIRED BY HOLDOWN � ►+� 2x JOIST ELEVATION i li !t II Ii ll II II II II ItI MFR. PROVIDE 5" MIN. ®�,/"� EXCLUDES I-JOISTS is �F - - _ - �i ��- �� =�. THREAD LENGTH ABOVE 6 + • i ' REF. MANUFACTURER'S REQUIREMENTS FRAMING ' ii II I` II II II II II II !I TOP OF CONCRETE � -moi. it It II II fE II li Ii 6 BORA }I i 1 II Ii ti iI II �� • • DOUBLE TOP 6" 1'-0" 9" 5 1/2" ADD ADDITIONAL i ii !I 4 II II II II I II I SILL PL ---ti STEM WALL OR i/ PLATE / / / / i ANCHOR BOLT i ii 1► II IIi THICKENED �� r� EACH SIDE OF II ii i II SLAB EDGE �� MIN. MIN. MIN. MAX. II II II II II II 11 II HOLE/NOTCH EDGE NAIL ALONG . -tire _ _ �� - if z °° _ a- ._ -1i T_ _I REF. PLAN �, \--"` \ SHEAR WALL OR \IL _ 11 _ 11- _IL - LI. - IL II _ _II BLOCK EDGES ,� DRAG STRUT - 71- -,r - rr - -111141r _- -kr " -"r:,'- -i AS REQUIRED Bora Architects, Inc. , /4 I --E� 0 EF. PLAN in II ii EI t It i it ON PLAN ZJ I 1L1L \\\ I ii II II II iI I p-t 720 SW Washington, Suite 800 II !I I -••I :irorpTiir- tiii� IQ Portland, Oregon 97205 I-U TYP. NOTCH / ""/ N T R H LE BEARING/SHEAR _ _ = i I� - - u'=I-Ilich 3 OVERSIZED II II II a W 503.226.1575 ZZ �� ANCHOR BOLTS N O WALL OR BEAMS �� TOP OF FOOTING -YP. IN SILL PL O 0-1 FOR SPACING I ,�" CD 2 REF. 1/S701 NOTES: m z ...N. www. ora.co �, SILL OR SOLE PL PLAN VIEW 0 Q i21 "1 3" 1. * PROVIDE 1/8"GAP AT ALL PANEL JOINTS. REF. GENERAL STRUCTURAL NOTES FOR N - MAX 1'-4" 1'-0" ADDITIONALINFORMATION. \ Zvi 'Q / / / BOTTOM OF FOOTING T -- PL1/4x3x0'-3" _ MIN. MIN. 2 PANELS SHALL NOT BE LESS THAT 4'-0"x8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN EL. REF. PLAN lcjiliff I� N ♦ 1 + N i ;'\---ILFRAMING WHERE MINIMUM PANEL DIMENSION SHALL BE 24" UNLESS ALL EDGES OFUNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR0 O FOOTING ITh BLOCKING. REF. PLAN 111 SW Fifth Ave.,Suite 2500 « � 3. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE EDGES OF PANELS. DOUBLE NUT Portland,OR 97204 SIMPSON RPS28 cn < NOTCH TYP. STUD WALL CORNER DETAIL ON EACH PL PLYWOOD DIAPHRAGM NAILING HOEDOWN ELEVATION 0:503.227.3251 F:503.227.7980 1" -- 1'-0" TOP PL PLAN VIEW www.koff.com r 1"= V-0" 1"= 1'-0" S701 �7 10021700152 MST48 TIE STRAP DRILLED HOLE SCHEDULE AT 2x4 PLATES X i W ) ----- SIMPSON HOEDOWN ABOVE AND BELOW MST60 TIE STRAP I . g �" r FLOOR REF. SCHEDULE AT 2x6 PLATES AND MEMBER MAX. HOLE DI kco -_ _ 3/S701 LARGER JOIST W/8 ccls SIMPSON THREADED ROD BETWEEN +-� TOP PL, SILL AND SOLE PL W/3 \ SS1.5 AT ALLY HOEDOWNS w/DIAMETER IIII � II � I I � � � � I -a AS REQUIRED BY IL. NOTCHES UP _ 1 • TO 2 3!8" HOEDOWN POST --IHOEDOWN MFR. NOTES: W/3 REF. SCHEDULE MAX. 3/S701 ± , -�-- 1. "W"DENOTES WIDTH OF WOOD MEMBER. CRIPPLE STUD TO DOUBLE TOP PL SOLE PL ili SIMPSON A35 -A---' PLYWOOD 0.148"0 @ 1.5"o.c. \ ALIGN wl TRIM STUD ; REF. PLAN 11/11110 ANCHOR FILLER AT EACH SIDE STUD TO 2. SILL PL NOTES: X �...--- SIMPSON APPLICABLEABOVE RE I ri I --_- I � i� POST UNDER �1 GLULAM r _ BEAM(STAGGERED) A. WHERE NOTCH IS GREATER THAN RPS28 BEAM `"' _ ,.•�" q NOTED, PROVIDE ADDITIONAL ANCHOR N _ i i i t "' ,��EO PROF�s POST UNDER s I \-- 0.148"0© 12"o.c. BOLT EACH SIDE OF NOTCH.1" l L. E 1 1 i ��.4 cs,1 NSF•/oma 0.148"0© 12"o.c. _ , BEAM EACH SIDE STUD B. WHERE BOLT IS LESS THAN CER. STUD TO POST - zI TO POST FROM EDGE, PROVIDE ADDITIONAL i i iii �i 444 MST48 TIE STRAP ANCHOR BOLT. HEADER 1 i AT 2x4 PLATES C. ALL OVERSIZED BOLT HOLES(HOLES (4)0.148131 REF. SCHEDULE / OREGON MST60 TIE STRAP GREATER THAN 1/16"+ANCHOR BOLT Z SIDE BELOW FOR I , , ✓q�, 21 ‘01*‘01*AND PLATES �, III I I i I I I I I I I i I i n L NAILS EACH DIA.)SHALL BE FILLED w/EPDXY FOR i SIZES U.N.O. ON / `c'p \ gt0 L P�� j TIGHT FIT. \ i -4 I PLAN �v�II --4 COMPRESSION BLOCK T;19 LARGER �ii� • 3 TOP PLATE NOTES: - -' t UNDER FULL AREA OF r BLOCKING OR I EXPIRES 12-31-17 POST UNDER -�- -�/- WHERE NOTCHED OR DRILLED HOLE EXCEEDS "� TRIMMER t -. I ; RIM BOARD BEAM 3/4 POST FIT SNUG 4 ALLOWABLE: CLR. STUD � BETWEEN PL'S 4 �, �,,�► �-- 0.148"0 @ 1.5"o.c. TOP PL: CONTACT KPFF CONSULTING i �, MATCH POST DOUBLE TOP PL 0.148"0© 1.5"o.c. POST UNDER EACH SIDE ENGINEERS. STUD TO BEAM _ BEAM STUD: REPLACE STUD. (STAGGERED) STUD TO BEAM ,,. KING STUD HOEDOWN POST (STAGGERED) STUD ELEVATION SILL = mg, k 4. ALL HOLES TO DRILLED, NOT SAWN. t REF. SCHEDULE 0.148"0© 12"O.C. �-• 0.148"0 @ 12"O.C. 5. ALL NOTCHES TO HAVE CORNERS PREDRILLED. (4)0.148"0 3/5701 STUD TO POST EACH SIDE STUD TO NAILS EACH - - -4- _4_ POST HOLES AND SIDE I I TYP. FLUSH BEAM TO BEARING WAL NOTCHES AT WOOD FRAMINGADDITIONAL KIN HOEDOWN ELEVATION 1" = 11-0" 8 1"= 1'-0" STUD AS REQUI ED . `~ �" .... ..` 1"= 11-0" 5701 III 1 " REF. SCHEDULE I -"I ar r LAP SUDS Hr..7„„--- WALL STUD I i TOGETHER w/(2) i i 1 i ----4-- 0 ROWS 0.148"0 0.148"0 NAILS HOLDOWN POST REF. PLAN NAILS @ 12"o.c. @ 6"o.c. REF. PLAN FLOOR LEVEL I "A" I STAGGERED _ 3RD 1/2" a SHEAR WALL HOLDOWN (�""'� 2ND 1/4" REF. NOTE#5 EDGE NAILING REF. PLAN a Nom. ` ,✓ BELOW TYP. 1ST N/A , / NOTE: }, J. THE STUD U CZ >-C :m a CONFIGURATION f / SHALL BE THE c ---, N. 1 Q SAME FOR ALL Q -D 3 1 8 l�� SHEAR WALL ONS WHERCONDESTRAPO T co _ _ _ LOAD BEARING WALLS l EDGE NAILING HOLDOWNS ARE fl . C� '�' t OPENING WIDTH HEADER SILL TRIMMER KING USED. N wa co E FLOOR JOIST -'11 aW. \s,,,, BLOCKING OR 1'-6"'TO 3'-0" (3)2x4 (2)2x (1)2x (1)2x - gco r.....co RIM JOIST 3'-1"TO 4'-0" (2)2x6 (2)2x (1)2x (1)2xE s- SHEAR WALL RSCO O 0NOTES: 4'-1"TO 6'-0" (3)2x6 (2)2x (2)2x (2)2x EDGE NAILING 0.148"0 NAILS /� 6'-1"TO 8'-0" 6x8 (2)2x (2)2x (3)2x @ 6"o.c. 3 1. "A"DENOTES REQUIRED CLEAR DISTANCE FROM TOP OF PIPE TO TOP OF OPENING. I; SHEAR WALL 2. DEPTH "A" iS BASED UPON A MAX. MOISTURE CONTENT OF 19%AT TIME OFNON-LOAD BEARING WALLS EDGE NAILING 03 0INSTALLATION OF PLUMBING. 7d. ' L IP a C) 0 3. HOLE DIAMETER+"A"SHALL NOT EXCEED ALLOWABLE HOLE SIZES IN STRUCTURAL OPENING WIDTH ( HEADER SILL , TRIMMER KING D.�1 i 0.148"0. NAILS �,,, F ' CO a..=MEI SHOWN IN 6/S702. ©6"o.c. 0'-O"TO 4'-O" (2)2x4 (2)2x (1)2x (1)2x 4. PLACE PIPE AT BOTTOM OF SLOTTED HOLE. 4'-1"TO 6'-0" (2)2x6 (2)2x (1)2x (1)2x HOLDOWN REF. PLAN SHEAR WALL 5. LOCATION OF HOLES IN STRUCTURAL MEMBERS(STUDS, JOIST, BLOCKS, ETC.) 6`-1"TO 8'-0" (3)2x6 (2)2x (2)2x (2)2x EDGE NAILING SHALL BE PER 6/S702 AND GENERAL STRUCTURAL NOTES ON S0.02. HOEDOWN POST 0.131"O NAILS TYPICAL OVERSIZED REF. PLAN ___4___._ ©6"o.c. 00 HOLES FOR WOOD SHRINKAGE TYPICAL HEADER/SILL DETAILS HOLDOWNS AT CORNERS 9 1"= r-0" 1"= 1'-0" 1"= 1'-0" 2 2 2x4 FLAT AT 4'-0" o.c. ONLY REQ'D AT ROOF w/(2)#10 x 3" NOTE: WOOD SCREWS TO ,, 4'-0" / 2'-O" ,, REF.ARCH. FOR LOCATIONS JOIST CHORD WHERE JOISTS ARE EXPOSED (2)2x TOP AND PARTITION IS FULL FLOOR OR ROOF HEIGHT. SHEATHING AS CL OF PIPE AND STRAP PLATES OCCURS TYP. PIPE MARK DATE DESCRIPTION 4 J Qct �"-� I , IN AREA w/NO CEILING I i M, w v n' - ! gridi 'C= BLOCKINGEXTEND ALL TO I I Issued: 8/28/2017 i- c.Q w - I I PROVIDE SIMPSON 11 co 0+ • ,. . � -.4.--- 1/2" TYP.c' (2)0.148"0 AT MSTC28 EACH SIDE I ! I OF TOP PL i , 1 1/2" HOLE Scale: 1" = 1'-0" I: , . , . . • . : : > > - . : , . . : . . : . . : i i EACH JOIST A MAX' DOUBLE TOP PL / 1E1 pm I = r IIII L 1. • • • • • • • •I• • •$• • • • �•i 16 GA.TRACK w/2" 4 I i _ _ !_� LEGS WIDTH TO I i MATCH PARTITION t I CMSTC16 STRAP FLOOR OR ROOF TOP PL - �Y- III --Ir Copyrigh# 16013 1 . STUD WALL JOIST AS OCCURS i i 1 REF. PLAN INTERIOR TRARNOL- 2x STUDS ! I PERMIT SET U U --ir- Y PARTITION L..:`- M NOTE: WALL a. AT CORNER CONDITION WOOD DETAILS rn WRAP STRAP AROUND OS CORNER. M NON-BEARING N. r TYP. STEP IN TOP PLATES PARTITIONS AT FLOOR JOISTS PIPE PENETRATION AT TOP PLATES S702 0 N M 10 1.. = 1' a I 50 I 40 I 30 I 20 I 10 I 0 I 1 50l 401 30 20 f 10 f 0 L NOTE: ROOF SHEATHING REF. SHEAR WALL SCHEDULE -- SOLE PL - REF. PLAN 1/S701 FOR EDGE NAILING, SOLE PL NAILING AND A35 SPACING. SOLE PL NAILING " --. mow., OVERHANG AT ROOF -- DIAPHRAGM BEAM r- _3„.</z,,,/ \\*?-‘-------------,,,-_,:77,7 REF' PLAN FLOORBOUNDARY NAILING FIANCE HANGER REF. PLAN --.�.. SHEATHING SIMPSON A G TOP REF. PIANREF. PLAN EDGE NAILING ISIMPSON ECGQ DOUBLE TOP PLATE /' -� Il POST CAP gI I � I `...„ ....... .."cam` 7 6 BORA , I „..... in --3/4 �`� O I 1 0 O �� t ' • • O I O • 0 f/ I I O / • 2x6 STUD WALL JOISTS TO BUTT SCL BLOCKING O _ , _ _ ^ _ REF. PLAN AT CENTER OF BETWEEN JOISTS 1 Bora Architects, Inc. ROOF JOIST WALL PROVIDE (2) '_—j ` =-' 720 SW Washington, Suite 800 REF. PLAN -- HEADER 8d NAILS AT EACH Portland, Oregon 97205 REF. PLAN JOIST TO TOP PL F 9 EDGE NAILING 503.226.1575 SIMPSON A35 IMINED WINDOW TOP PL GL BEAM GL BEAMS W1NW.bora.co REF.ARCH. ATTACHMENT REF, PLAN �� WALL SHEATHING REF. PLAN 4110110(2)2x TOP PL -�--- 6x6 POST REF. kiPiffil PLAN SHEAR WALL _id i_ REF. PLAN -dr" 2x6 LEDGER w/(2) FLOOR JOIST 0.141"0 NAILS AND ' SIMPSON AT H2.5A , 111 SW Fifth Ave.,Suite 2500 EACH STUD AT INTERIOR 1 -SIDED SHEAR Portland,OR 97204 ROOF JOIST � EDGE SCREW WALL PERPENDICULAR TO JOIST THREE WAY GL CONNECTION WOOD BEAM AT WOOD POST 0:503.227.321 �►�" REF. PLAN TYP. F:503.227.7980 - , , 9 www.koff.com 't 1"= 1'-0" 8102 1" = 1,-0" S102 1"= l'-0" S102 1„. 52 5 .`;`` AIR GAP, WALL SHEATHING C o 01 REF ARCH NOTE: 5 ��` TYP. -,,,., REF. SHEAR WALL SCHEDULE _/„.. FLOOR SHEATHING '`.-�, 1/S701 FOR EDGE NAILING, SOLE REF. PLAN '',___, PL NAILING AND A35 SPACING. SOLE PL SIMPSON A35 ~ �, y' ,l/ SOLE PL NAILING 1,-0" X1/2"GAP AT EACH STUD ;,� f MAX. • `� 2x6 STUD WALL GL BEAM •- _ -,, ,•- . .. ._._ r „- y�`` TYP. DIAPHRAGM BOUNDARY REF. PLAN 2x BLOCKING �., NAILING �� ` 4.,..._ 8d NAILS @ 6"o.c. FLOOR SHEATHING �� (3) MIN. REF. PLAN SHEATHING DIAPHRAGM 2x6 STUD WALL .___ REF. PLAN EDGE NAILING FLOOR JOIST `�- TYP. REF. PLAN moo`'_ ' "� REF. PLAN SIMPSON H2.5A `� 1 � 1� I I .' , 1 !� ' AT EACH STUD , -.,---- , \oli tri IZI LOW BEAM /.—I PR7F F` _ REF. PAN - -< S • FLOOR BEAM )"0. •• i-Zg -.z- --- o A 0 4� 4, ��, y REF. PLAN It y •/ CONT. SCL RIM f + ( "' FLOOR JOIST JOIST I I — SIMPSON CCQ TYP. REF. PLAN COLUMN CAP / OREGON SCL BLOCKING EDGE NAILING --•,_ S M ICATED ��r�� 21 1P0��. @ 6'-0"o.c.w/(2) ROOF/FLOOR JOIST GL SUPPLIER TO L 8d TOE NAILS AT (2)2x TOP PL --- 2 JOISTS FRAME PROVIDE SHOP I EXPIRES 12-31-17 1 PARALLEL TO APPLIED BEARING :....-- SIMPSON H2.5A AT WALL SIMPSON ITS BEAM AT SIM. BLOCK TO MATCH • WOOD POST 4 _-------- „,, --- --_ EACH BRACE JOIST HANGER REF. PLAN ADJACENT BEAM REF. PLAN 4 o o SIMPSON A35 AT TJI'S DEPTH WHERE GL �l�” REF. SHEAR SIMPSON HUS TF BEAMS HAVE ..----- GL OF --1 WALL AT 2x JOISTS DIFFERENT COLUMN SCHEDULE GLULAM BEAM DEPTHS AND CAP ��" SHEAR WALL REF. PLAN 2x4 BRACE @ 24"o.c. TYP. REF. PLAN t: w/(3)0.141"0 NAIL AT LAP FLOOR JOIST AT INTERIOR 1 -SIDED 4) BUILDING SECTION SHEAR WALL PARALLEL TO JOIST _ JOIST CONNECTION TO BEAM WOOD BEAM AT WOOD POST ♦"' 1" = 1'-0" 10 1 = 1 -0 S102 1" = 1 -0 S102 1"- 1-0 SI03 a) 111111111111 401.011 1'-6" DOUBLE TOP PL 0 MAX./ SHEAR REF. PIAN WALL - ----- DIAPHRAGM TOPPING BOUNDARY REF.ARCH. TOPPING COUNTERTOP NAILING DIAPHRAGM REF.ARCH. BOUNDARY EDGE NAILING REF.ARCH. �--- L2x2x114 COUNTER SOLE PL NAILING -- SOLE PL NAILING BEARING WALL SUPPORT BRACKET REF. PLAN ROOF SHEATHING REF. PLAN FLOOR AT EACH STUD COLUMN �a REF. PLAN SHEATHING \ EDGE NAILING REF. ARCH -+� REF. PLAN ��_ REF. PLAN U LIS ..,. ..) ,3 r FLOOR LVL, LSI OR I-JOIST W WILL TO MATCH REF.. PLAN '-' 1/4001 '� ,� BEAM Z3 .� - SOLE PL NAILING ---.� BLOCKING BETWEEN to WALL SHEATHING � �~ JOISTS w/ 2 8d TOE WITH 10d NAILS AT 3 c ) II :_ . .._. c� s SOLE PL --� , NAILS AT JOIST TOP • 12"o.c. STAGGERED REF. PLAN 3 -0 o CHORD EACH END AND , (2)8d TOE NAILS TO 2x6© 16"o.c. _ 0 Uml W Nt" .. _. TOP PLATE EACH SIDE t - (2)2x TOP PL �,�( GYPCRETE CONT. 1 1/4" SCL ''�i + .. to E EE N TOPPING + + + REF. PLAN `� RIM JOIST \, S 0) ROOF JOIST �^ _L EDGE NAIL F ` ,,�` 4. ��. al EDGE NAILING TO FLOOR JOIST COOOF JOIST w/TOP FLOOR MATCH WALL REF. PLAN w/ `%J 0 0 w/TOP FLANGE + + + FLANGE HANGER SHEATHING BELOW (2)8d TOE NAILS HANGER REF. PLAN i :i r I REF. PLANS - "- "viol (2)SIMPSON A35 AT EDGE NAILING TO TOP PL PER WALL SHEATHING ``,_____,` EACH STUD MANUF. -� U) RY WEB STIFFENERS WHERE JOINT2) a OCCURS,ABUT WALL SHEATHING d" 't WALL REF. PLAN CONT. BLOCKING JOISTS AT CENTER SHEAR WALL �■ OF WALL. PROVIDE _ SIMPSON HUSC �._. 00 CL - -- --- BELOW WALL w/ (2)8d NAILS AT EACH _ ~" GLULAM BEAM REF. PLAN �\ /f TYP. 'r NOTE: HANGER EACH JOIST TO TOP PL 'lc REF. PLAN NOTE: n REF. SHEAR WALL END SCHEDULE 1/S7.01 ii, REF. SHEAR WALL _ _4..\....2""•••.„..................._________ (2)2x TOP PL FOR WALL (2)2x TOP PL FLOOR JOIST (2)#10 SCREWS SCHEDULE 1/S701 EACH END FOR WALL SHF�4THING SHEATHING AND REF. PLAN • HEADER BELOW NAILING 3 SIMPSOM H2.5AAT AND SOLE PLATE NAILING. AS OCCURS REQUIREMENTS. 2x4 FLAT c Z i_ O TOP AND BOTTOM REF. PLAN PERPENDICULAR < COQ o EOF ACH LS STUD PERPENDICULAR FLOOR JOIST FLOOR JOIST AT INTERIOR WALL FLOOR JOIST AT OFFSET WALLS SECTION AT BALCONY COUNTER AT EXTERIOR 1 -SIDED SHEAR WALL 0 BEAM TO COLUMN DETAIL 16 1 = 1'-0" 14 1„ = 1'-0" 1" = 1'-0" 1"= 1'-0" S102 1" = 1-0" 2 2 • SHEAR WALL WALL SHEATHING - -mo REF. PLAN SOLE PL NAILING WHERE OCCURS Vi SOLE PL NAILING II HSS SHEAR WALL SOLE PL II REF. PLAN REF. PLAN ..---- BLOCKING BETWEEN ii SOLE PL TOPPING JOISTS it STUD WALL DIAPHRAGM EDGE NAILING ` REF.ARCH DIAPHRAGM it BEYOND I I PL 1/2x5x0'-10" BOUNDARY DIAPHRAGM TOPPING BOUNDARY n TOPPING I NAILING @ FLOOR SHEATHING BOUNDARY REF.ARCH. 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WOOD DETAILS to0 M SHEAR WALL 0 HOLDOWN AT GL BEAM SKYLIGHT CURB DETAIL S7O5 N ch 1" = 1'-0" 1" = 1'-0" N I 50 1 40 I 30 1 20 I 10 I 0 I l 50 I 40 I 30 1 20 I 10 I 0 ABBREVIATIONS: REFER TO INDIVIDUAL SHEETS FOR ADDITIONAL ABBREVIATIONS D DRYER L LOCKER(S) S SOUTH /SOAP DISH DEFL DEFLECTION LAM LAMINATE(D) S&L SOUND & LIGHT SPECIAL CHARACTERS DEMO DEMOLITION, DEMOLISH LAV LAVATORY SA SUPPLY AIR DEPT DEPARTMENT LB POUND(S) SC SOLID CORE 1 SHOWER CURTAIN & AND DF DRINKING FOUNTAIN LF LINEAR FOOT/FEET SCD SEAT COVER DISPENSER L ANGLE DIA DIAMETER LFT LIQUID FLOOR TREATMENT SD SOAP DISPENSER /SECTIONAL DOOR @ AT DIAG DIAGONAL LP LIQUID PROPANE SDI STATIC-DISSIPATIVE TILE CENTERLINE DIM, DIMS DIMENSION(S) LT LIGHT SECT SECTION ° DEGREES DN DOWN LV LOUVER SF SQUARE FEET/STOREFRONT 0 DIAMETER OR ROUND DR DOOR LWC LINEAR WOOD CEILING SFP STRETCH FABRIC PANELS 6 ± PLUS/ MINUS (APPROXIMATE) DR / DRP DRAPERY LWIC LIGHTWEIGHT INSULATING CONCRETE SFRM SPRAYED FIRE-RESISTIVE MATERIAL(S) 6 BORA > GREATER THAN DS DOWNSPOUT LWP LINEAR WOOD PANEL SG SLIDING GLASS < LESS THAN DTL, DET DETAIL SH SHELF DW DISHWASHER MACH MACHINE SHR SHOWER DWG DRAWING MAX MAXIMUM SHT SHEET ABBREVIATION DESCRIPTION MB MARKER BOARD SHTING, SHT'G SHEATHING E EAST MECH MECHANICAL SIM SIMILAR AB ANCHOR BOLT/ACOUSTICAL BOARD (E) EXISTING MEP MECHANICAL, ELECTRICAL. PLUMBING SJ SEISMIC JOINT ABV ABOVE EA EACH MTL METAL SL SLIDING Bora Architects, Inc. AC AIR CONDITIONING / EL ELEVATION MANE, MEG MANUFACTURE(R)(ING) SMS SELF TAPPING METAL SCREW Iin 720 SW Washington, Suite 800 ARCHITECTURAL CONCRETE ELF ELASTOMERIC LIQUID FLOORING MH MOP/BROOM HOLDER SP SOLID POLYMER g ACC FLR ACCESS FLOOR SYSTEM EJ, EXP JT EXPANSION JOINT MICRO MICROWAVE SPECS SPECIFICATIONS Portland, Oregon 97205 ACCES ACCESSORY(IES) ELEC, ELECT ELECTRIC(AL) MIFRC MASTIC AND INTUMESCENT SS SOLID-SURFACING 503.226.1575 ACT ACOUSTICAL CEILING PANEL/TILE EOS EDGE OF SLAB FIRE-RESISTIVE COATING(S) SS. SST STAINLESS STEEL ACOUS ACOUSTICAL EP ELECTRICAL PANEL MIN MINIMUM, MINUTE(S) ST STONE APC ACOUSTICAL PLASTER CEILING ELEV ELEVATOR, ELEVATION MISC MISCELLANEOUS SIC SOUND TRANSMISSION CLASS www.bora.co AD AREA DRAIN EQ EQUAL MO MASONRY OPENING STD STANDARD ADDL ADDITIONAL EQUIP EQUIPMENT MP METAL PANEL STL STEEL ADJ ADJUST(ABLE), ADJACENT EXIST,(E) EXISTING MR MIRROR STOR STORAGE AFF ABOVE FINISHED FLOOR EXP EXPOSED TO STRUCTURE MTL METAL STRUC(T) STRUCTURAL AHJ AUTHORITY HAVING JURISDICTION EXT EXTERIOR MULL MULLION SQ SQUARE AL, ALUM ALUMINUM SUSP CLG SUSPENDED CEILING ANOD ANODIZED F FLUSH N NORTH SYM SYMMETRICAL AP ACOUSTICAL PANEL FA FIRE ALARM (N) NEW SYS SYSTEM APPROX APPROXIMATE FAS FIRE ALARM/ HORN /STROBE ND SANITARY NAPKIN DISPENSER ARCH ARCHITECTURAL FB FABRIC NIC NOT IN CONTRACT T, TLT TOILET AV, AN AUDIO VISUAL FCU FAN COIL UNIT NO NUMBER TAG, T&G TONGUE AND GROOVE AWP ACOUSTICAL WOOD PANEL FD FLOOR DRAIN /FOLDING DOOR NNO NOT NORMALLY OCCUPIED TB TACKBOARD /TOWEL BAR FDS FOLD DOWN SEAT NR SANITARY NAPKIN RECEPTACLE TR TREAD BCS BABY CHANGING STATION FE FIRE EXTINGUISHER NTS NOT TO SCALE IC TOP OF CURB BD BOARD I BARN DOOR FEC FIRE EXTINGUISHER CABINET TEL TELEPHONE BL WINDOW BLIND FE FINISHED FLOOR, 0, 0I, OV OVER TELCOM TELECOMMUNICATIONS 5 BLDG BUILDING FACTORY FINISH OC ON CENTER IF TRANSPARENT FINISH 5 BLKG BLOCKING EFL FINISHED FLOOR LEVEL OD OUTSIDE DIAMETER TH TOWEL HOOK BM BEAM FG FULL-GLAZED OFCI OWNER FURNISHED -CONTRACTOR TMG TRANSPARENT MIRROR GLASS BO BOTTOM OF FH FIRE HYDRANT INSTALLED TO TOP OF BOS BOTTOM OF STRUCTURE FIN FINISH(ED) OFOI OWNER FURNISHED - OWNER INSTALLED TOA TOP OF ASPHALT BOT, BOTT BOTTOM FLR FLOOR OH, OPP HND OPPOSITE HAND TOC TOP OF CONCRETE BR, BRK BRICK FON FOUNDATION OP OPERABLE PARTITION TOF TOP OF FLOOR BRKT BRACKET FM FIRE MARSHAL ORD OVERFLOW ROOF DRAIN TOP TOF OF PLATE 1 PARAPET BTWN BETWEEN FO FACE OF TOD TOP OF DECK FOC FACE OF CONCRETE P, PTD PAINT(ED) TOW TOP OF WALL CAB(S) CABINET FOS FACE OF STUD PAC PRECAST ARCHITECTURAL CONCRETE TP TOILET PARTITION CB CATCH BASIN FOF FACE OF FINISH PC PRECAST CONCRETE TPH TOILET PAPER HOLDER CC CURING COMPOUND FOM FACE OF MASONRY PFN PRE-FINISHED TS TUBE STEEL I TOWEL SHELF CD COILING DOOR FOT FACE OF TILE PFE PORTABLE FIRE EXTINGUISHER TV TELEVISION CFG CLEAR FIRE-RATED GLASS FPS FRONT PROJECTION SCREEN PL PLASTIC LAMINATE/ PLATE TYP TYPICAL CG CORNER GUARD/CLEAR GLASS/ FRP FIBERGLASS REINFORCED PLUM, PLUMB PLUMBING COILING GRILLE PLASTIC SHEET PLYWD PLYWOOD UL UNDERWRITERS LABORATORIES INC CH COAT HOOK FRT FIRE-RETARDANT TREATED PNL PANEL UNO UNLESS NOTED OTHERWISE CI CAST IRON FT FOOT(FEET) PR PAIR UON UNLESS OTHERWISE NOTED �g ED AIS CIG CLEAR INSULATING GLASS FTG FOOTING PSI POUNDS PER SQUARE INCH US URINAL SCREEN /UTILITY SHELF �� C � CILG CLEAR INSULATED LAMINATED GLASS FUR FURRED, FURRING PSF POUNDS PER SQUARE FOOT CIP CAST IN PLACE FWTP FABRIC-WRAPPED TACK PANEL PT PRESSURE TREATED VDWC VISUAL DISPLAY WALL COVERING CHR STOPH CJ CONSTRUCTION /CONTROL JOINT PTD PAPER TOWEL DISPENSER VERT VERTICAL L NN a CK CHALKBOARD G GROUT/GLAZED PTDR PAPER TOWEL DISPENSER/RECEPTACLE VEST VESTIBULE CL CENTER LINE GA GAGE. GAUGE PTR PAPER TOWEL RECEPTACLE/PRINTER VG VISION GLASS • „ o!' I it CLG CLEAR LAMINATED GLASS GALV GALVANIZED PV PHOTOVOLTAIC VHI VERY HIGH IMPACT CLG, CELL CEILING GB GRAB BAR PWC PLASTIC WALL COVERING I IMPACT- VIE VERIFY IN FIELD • / I`� O lO CLR CLEAR GFRC GLASS-FIBER-REINFORCED RESISTANT SHEET WALL COVERING VJ VENTED JOINT `y CMG CLEAR MIRROR GLASS CONCRETE VRB VENTED RESILIENT BASE "( ASEOF /AV CMU CONCRETE MASONRY UNIT GLU LAM GLUE LAMINATED QB QUARRY TILE BASE 1' CNSK, C-SUNK COUNTERSUNK(SINK) GP GYPSUM PLASTER QT QUARRY TILE W WEST/WASHING MACHINE CO CLEAN OUT GT GLASS TILE W/ WITH 4 COL COLUMN GYP BD, GWB GYPSUM (WALL)BOARD R RISER WB WOOD BASE 4 CONC CONCRETE RA RETURN AIR WC WATER CLOSET/WHEELCHAIR CONN CONNECTION HB HOSE BIBB RAD RADIUS WC, WCV WALL COVERING CONSTR CONSTRUCTION HC HANDICAP RB RESILIENT BASE WD WOOD CONT CONTINUOUS, CONTINUE HDWD HARDWOOD RCP REFLECTED CEILING PLAN(S) WDO, WIN WINDOW CP CEMENT PLASTER HDWR HARDWARE RD ROOF DRAIN WF WOOD FLOOR(ING) CPU CONCRETE PAVER UNIT HM HOLLOW METAL REF, REFRIG REFRIGERATOR WG END-WALL GUARD CR CURTAIN ROD / HOR, HORIZ HORIZONTAL REINF REINFORCE(D)(MENT) WM WALK-OFF MAT SHOWER CURTAIN ROD HSS HOLLOW STRUCTURAL SECTION REQ'D REQUIRED W/O WITHOUT CPT CARPET HVAC HEATING, VENTILATING RESF RESINOUS FLOORING WP WOOD PANEL CS CONCRETE-SEALED / &AIR CONDITIONING REV REVISION(S)/REVISED WRB WEATHER-RESISTIVE BARRIER 0) CONCRETE SEALER RE RESILIENT FLOORING WS WOOD SIDING 1 WOOD SEALER CT CERAMIC TILE ID INSIDE DIAMETER, IDENTIFY RFT RESILIENT FLOOR TILE 'Im° CTG CLEAR TEMPERED GLASS IN INCH(ES) RH ROOF HATCH / ROBE HOOK XS EXTRA STRONG CTIG CLEAR TEMPERED INFO INFORMATION RM ROOM INSULATING GLASS INSUL INSULATION RO ROUGH OPENING 0) CW CURTAIN WALL INT, INTER INTERIOR RPS REAR PROJECTION SCREEN — RS ROLLER SHADE0 JAN JANITOR RST RESILIENT STAIR TREAD JT JOINT RIT RECYCLING/TRASH RTU ROOF TOP UNIT RWF RESILIENT WOOD FLOOR TARGETS: MATERIAL GRAPHICS: DIMENSIONING0 ._ ,U ROOM NAME AND NUMBER TARGET ASSEMBLY TYPES TARGET 1. DIMENSIONS ARE INDICATED IN THE DOCUMENTS. THE DRAWINGS SHALL i CO 4-0 MATERIAL HATCHES SYMBOLS NOT BE SCALED FOR DIMENSIONS. NAME #1 - ROOM NAME #1 f 2. IN MANY OF THE INTERR SPACES THE ACTAL DIMENSON MAY BE 0 NAME#2 i ROOM NAME#2 I, CC,F,R1)� CEILING, FLOOR, OR ROOF j // �4 ALUMINUM BREAKLINE LESS IMPORTANT THAN FIOTHE TWO E EM NTS�IN THE BUILDING WERE TO .10 NUMBER ROOM NUMBER ASSEMBLY TARGET /� /// // 3 AREA SF -- ROOM AREA 3DS1 WALL ASSEMBLY TARGET PIPE BREAK BE EQUAL. IN THESE CASES THE WORD "EQ" IS USED IN LIEU OF THE 3 Q "0 O (WHERE APPLIES) REFER TO ASSEMBLY ACTUAL DIMENSION. SHEETS I LLI cc I ASPHALT PROPERTY LINE U le MEM �”' i 3. DETAILS WILL GOVERN ALL DIMENSIONS NOT SHOWN ON PLANS. (n E ENLARGED DETAIL TARGET CV DOOR NUMBER TARGET % A 4.WALL (STUD)CENTERED ON COLUMN OR GRID WILL NOT BE .� CO i N BRICK &TILE DIMENSIONED BUT WILL BE DRAWN ACCORDINGLY �--+ I. DETAIL VIEW NUMBER SEALANT BACKER ROD Aa00 100-1 = DOOR NUMBER ce V11a11111(11lVI/ /1111(111 )/1//11111(111 CARPETL i WHERE REQUIREDCU ♦V O DRAWING SHEET NUMBER g I= 0 SUFFIX 1 SEQUENCE IN ROOM L {!? -46 ASSOCIATED ROOM NUMBER ♦♦♦•♦••••'•;• • CMU _0— Co " al BUILDING SECTION TARGET PLAN WALLS al = cp 0 a) WINDOW WINDOW NUMBER TARGETS H ❑ CO H —... VIEW ORIENTATION THIS SIDE a • ` a 4 CONCRETE EXTERIOR WALLS & 4 INTERIOR PARTITIONS DETAIL VIEW NUMBER WINDOW TYPE PARTIAL HEIGHT WALLS 5.OPENING OCCURRING IN WALLS: 0 4(1:1>y- W24B A. WHEN A JAMB OCCURS AT A COLUMN OR GRID LINE, DIMENSIONS A000 00DRAWING SHEET NUMBER CURTAIN /DRAPERY TOOjk WILL NOT BE SHOWN ON THE PLANS. THE OPENING WIDTH WILL BE TYPE SUFFIX FOR SIM. W WHERE APPLIES GOVERNED BY THE DOOR SCHEDULE. WALL SECTION TARGET /\//\/�\//\" EARTH B.WHEN THE JAMB OCCURS AT NEITHER A COLUMN LINE NOR A RECITE NUMBER TARGETS /< /< /< " ELEVATION SYMBOLS AND HATCHES GRID LINE AND DOES NOT FOLLOW TYPICAL OFFSETS, THEN THE JAMB WILL BE DIMENSIONED. VIEW ORIENTATION THIS SIDE OF CUT LINE RECITE TYPE6. DOOR LOCATION: UNLESS OTHERWISE NOTED DOORS ARE LOCATED AS DETAIL VIEW NUMBER GLA55 CLOCK FOLLOWS. 0 OP A000 DRAWING SHEET NUMBER TYPE SUFFIX FOR SIM. SMECHANICAL, ELECTRICAL, 2 WHERE APPLIESVD\ 3- EL Q GRAVTELECOM OR FIRE �� WALL 2 0 r�o �p ..------0:> ria 0 NOTIFICATION DEVICE ,�., DETAIL SECTION TARGET PROJECT ELEVATION TARGET - 1 . - . -`'`'•.. GROUT/MORTAR ) '--------) VIEW ORIENTATION THIS SIDE 100'-0" ---- ELEVATION / GLASS (ELEVATION VIEW) _\ T.O.S. OF CUT LINE ELEVATION QUALIFIER GYPSUM BOARD ` DETAIL VIEW NUMBER (RELATIVE OR ABSOLUTE ) DOOR A000 DRAWING SHEET NUMBER FEC SPOT ELEVATION TARGET 1111 ♦♦♦♦♦♦ 1 INSULATION, BATT FIRE EXTINGUISHER CABINET 7.CONCRETE MASONRY UNIT WALLS ARE DIMENSIONED TO FACE OF BLOCK 10' 0" ELEVATION UNLESS OTHERWISE NOTED. EXTERIOR ELEVATION TARGET i INSULATION, RIGID -- MARK DATE DESCRIPTION A.F.F. - ELEVATION QUALIFIER ,�� U... i (RELATIVE OR ABSOLUTE ) �� IR FOAM BOARD 1 DETAIL VIEW NUMBER SPOT OF ELEVATION I�I Issued: 08/28/2017 A000 o i.._i _moi_ Lk14 - I___ INSULATION, MINERAL 411-- 4 14 • WOOL BOARD DRAWING SHEET NUMBER STRUCTURAL GRID TARGET Scale: 12" = 1 '-0" I PANELS: TACK, FABRIC INTERIOR ELEVATION TARGET CA) VERTICAL GRIDS (PRIMARY) I WRAPPED 1 —_ _ HORIZONTAL GRIDS (PRIMARY) % // % STEEL DETAIL VIEW NUMBER,07 _ 4 A000 2 Continuous Non Continuous SECONDARY GRIDS (DECIMAL) 1><I 1 1 �, WOOD: FRAMING, BLOCKING, 1 3 DRAWING SHEET NUMBER —-`- �5 1 Copyright 16013 If SHIM, FURRING ARCHITECTURAL NORTH ARROW /�� WOOD: FINISH, SECTION PERMIT SET N- ARCHITECTURAL DIMENSION POINT TARGETS a PLAN NORTH 4 lEb CENTERLINE INDICATOR - ARCHITECTURAL SYMBOLS, �`�` `� WOOD: FINISH, ELEVATION TRUE NORTH i \ NOTES & ABBREVIATIONS DATUM/ELEVATION SYMBOL //� ,f,%// PLYWOOD s— DIMENSION POINT SYMBOL /j1 0 / / WOOD SUBSTRATE/COMPOSITE A001 c.; Li , „f „ WOOD: MDF, MDO, PARTICLEBOARD, PLYWOOD co 50 I 40 I 30 I 20 1 1 o 1 o I I 50 I 40 I 30 I 20 I 10 I 0 1 FLOORS : ROOFS : EXTERIOR WALL ASSEMBLIES : WOOD FRAMED ASSEMBLY NOTES PV PANEL WHERE OCCURS, 1. GYPSUM BOARD TO BE TYPE "X", 5/8" 7. ATTACHMENT&ASSEMBLY OF ATTACHED TO STANDING SEAMS �- r F.O. SHEATHING THICK, UNLESS OTHERWISE NOTED. MATERIALS MUST COMPLY WITH STANDING SEAM METAL ROOF 4" QIM PT REQUIREMENTS OF U.L. OR GA 2. DIMENSIONS ARE TO FACE OF LISTINGS PER "FIRE RESISTANCE FLOOR FINISH CONT Z-FURRING, SEE STRUCTURAL GYPSUM BOARD FINISH UNLESS DIRECTORY,"WHERE APPLICABLE. CONCRETE SLAB SEE // / �' CERAMIC COATED OTHERWISE NOTED. HIGH-TEMP UNDERLAYMENT I_` 8. SEE SHEET A003 FOR TYPICAL WALL STRUCTURALdi IF FIBER CEMENT PANEL 3. FINISH MATERIALS SUCH AS HEAD AND SILL DETAILS. 6 COVER BOARD PANEL CLIP BY FIBER CEMENT MFR CERAMIC TILE, PANELING, ETC. ARE 6 LEVEL I F NOT SHOWN AS AN INTEGRAL PART OF 9. GREATER STUD SIZES SHALL BE ,# FRAMING, SEE STRUCTURAL WALL TYPE. REFER TO FINISH PERMITTED TO BE USED IN WOOD- STUD BORA DIM PT - - - - i — !.� - - II I ," " ' L-- SCHEDULE AND INTERIOR SYSTEMS PER GYPSUM = a -;= . • ROOF INSULATION, 7" (MIN 3 { r : 7/8" HAT CHANNEL, 18 GAUGE NI 11111 " ELEVATIONS. ASSOCIATION FIRE RESISTANCE d-�T�'•. "•- =.= •. -y: ••.• '-• - _ - ' I ■rr �� '- LAYERS, STAGGER ALL JOINTS) .rail ��' I n. THERMALLY BROKEN FRAMING EXPLANATORY NOTES. v0��0oUO��p�06o�� 00 ��UOaV� ��--- "" EXTERIOR .• IIF ASSEMBLY, HORIZONTAL 4. REFER TO STRUCTURAL DRAWINGS •� �� I I LI I I I l I I WOOD FURRING �j �` VAPOR RETARDER BELOW _ 2" MINERAL-WOOL BOARD FOR WOOD FRAMING DETAILS AND 10. WHERE NOT SPECIFIED AS A O �� "�" �� CONCRETE SLAB ' ..R.i� i �i::::i:i::. :•I is INFORMATION. COMPONENT OF A FIRE RESISTANCE 00000000000.000000000.._ INSUL Bora Architects, Inc. o �no �� . - .o0 �� TDEM .i RATED WALL OR PARTITION SYSTEM, )Qpio,KV)LA,Rba,� � �OQ j�Q�O�j�o��1 COMPACTI=D CRUSHED --- -- - POINT _ AIR BARRIER 5. WHERE CERAMIC TILE IS MINERAL FIBER, GLASS FIBER OR720 SW Washington, Suite 800 � U st �U_�VC�L_?��CVU lial ROCK BASE COURSE, SEE ;. (, 1/2" PLYWOOD SHEATHING SCHEDULED, REPLACE GYPSUM CELLULOSE FIBER INSULATION NO Portland, Oregon 97205 ��~ �� w'!� STRUCTURAL ` `; BOARD WITH TILE BACKING BOARD. THICKER THAN THE DEPTH OF THE i � — AIRNAPOR BARRIER F BATT INSUL, FILL STUD STUDS SHALL BE PERMITTED TO BE 503.226.1575 5 ,, ;1.1 i CAVITY 6. REFER TO CODE SHEETS FOR FIRE ADDED WITHIN THE STUD CAVITY PER uGYPSUM BOARD RESISTANCE RATING REQUIREMENTS GYPSUM ASSOCIATION FIRE www.bora.co 11 I—I I i III I I I—III I I I PREPARED SUBGRADE PLYWOOD DECK, SEE STRUCTURAL AND EXTENT. RESISTANCE DESIGN MANUALMIIMIP PER GEOTECH GENERAL EXPLANATORY NOTES. RECOMMENDATIONS JOIST, SEE STRUCTURAL (E01) EXTERIOR WALL - FIBER CEMENT SIDING, WOOD STUD J 11. SEE DETAIL 51/A501 FOR •F.O. SHEATHING ADDITIONAL INFORMATION REAGRDING INTERIOR SLAB ON GRADE STANDING SEAM ROOF DIM PT THE MEMBRANE APPLICATION TO THE coF1 J (R01} ► SHEATHING. 4" 8 1/4" CERAMIC COATED / FIBER CEMENT PANEL PV PANEL WHERE OCCURS, ' ASSEMBLY LEGEND ATTACHED TO STANDING SEAMS V STANDING SEAM METAL ROOF ' , THERMALLY BROKEN FRAMING a ASSEMBLY, HORIZONTAL WALL TYPES SYMBOL: WOOD STUD SIZE KEY: 5 CONT Z FURRING, SEE STRUCTURAL — L III PANEL CLIP BY FIBER CEMENT MFR 41 = WALL TYPE CODE J = 2X45 FLOOR FINISH / HIGH-TEMP UNDERLAYMENT7. 11 'i E = STUD SIZE. REFER K= 2X6 7!8" HAT CHANNEL, 18 GAUGE I EXTERIOR ill TO STUD SIZE KEY L= 2X8 COVER BOARD Lip AIR BARRIER OR 30 LB FELT 1 = TOP OF WALL M = 2X10 PLYWOOD DECK, SEE STRUCTURAL , (./ 7 1/2" PLYWOOD SHEATHING ,, CONDITION, REFER TO TOP - - - '' jll GYPSUM CEMENT UNDERLAYMENT. 1 1/2" f (MIN I�iill ► �41E1) OF WALL CONDITION KEY /// FRAMING PER STRUCTURAL, PROVIDE BUTTON I I I , I I l i) ROOF INSULATION, 7" 3 VENT LEVEL "l'llIlIllIllIlI LAYERS, STAGGER ALL JOINTS) -' v OF EAIF FRAMING CAVITY FROM TOP AND BOTTOM I43 • i INDICATES LEFT SIDE OF a, DIM PT '■■■"■■"�""■"""'■■■■■■■■■■■■■' ii, 3"X 3/4" CONTINUOUS PT PLYWOOD NAILER '< ASYMMETRICAL ASSEMBLY a 9111111111■1P.-05E3 ) •� �, u_��.-'�-y• ••ter-- •ray 1111111111•111111111I(11!'�I L iL1N(g1 WOOD FURRING AT 16" OC ■■■■■_■!JIIINI�V1111I1ISIIII 1II11■1111111 i i■■■■■alLi ■■■■■■■r- ■■■■n� I■■■■■uuu■■■■■■wr DIM I WOOD SIDING, WS-1 s ._.. _ E--= EXTERIOR WALL POINT i GYPSUM CEMENT UNDERLAYMENT ON PLYWOOD DECK ><'1'.>- _ixli,.....: EXTERIOR WALL - FIBER CEMENT SIDING @ COVERED PLAY I. (El* CFro2� AIRNAPOR BARRIER CEO2� PLYWOOD DECK, SEE STRUCTURALst FLOOR ROOF CEILING SOFFIT SYMBOL: SYMBOL: SYMBOL: SYMBOL: OVID A4/y2X DECKING, SEE STRUCTURAL �e 4 718 DIM PT [.�j� FLOOR TILE ---., (F01) R01 (C01) (S01) NCHRISTOPH ' \� WOOD SIDING, WS-1 . LINN CEMENTITIOUS BOND COAT BEAM, SEE STRUCTURAL L I• .I "">- 111' WOOD BONDED MEMBRANE R021 STANDING SEAM ROOF AT COVERED PLAY I,_ ,p � • I '0'� ►' �r 3" X 1 1/4" CONTINUOUS PT PLYWOOD NAILER ,,� PLYWOOD DECK, SEE STRUCTURAL u 1 I r. •(BUILT-UP FROM 3/4"AND 1/2" LAYERS) & 16" OC 0�� 1 Q� GYPSUM CEMENT UNDERLAYMENT, 1 1/2" w . ;f ' ' ' -- 7/8" HAT CHANNEL @ 16" OC, 18 GAUGE \� _ _ _ _ ofo \ '" THERMALLY BROKEN FRAMING LEVEL a 1 4,_ ,, ;,•1:::: DIM PT EXTERIOR L �1 ASSEMBLY, HORIZONTAL 4 ......_..._. .__ 2" MINERAL-WOOL BOARD 4 u -i L,' INSUL I AIR BARRIER u 1, 1/2" PLYWOOD SHEATHING �F03� TILE ON UNDERLAYMENT OVER PLYWOOD DECK f CAVITYTSUL, FILL STUD 1: - ' 1/2" PLYWOOD SHEATHING AT E03 [ • �*! GYPSUM BOARD E03J EXTERIOR WALL - WOOD SIDING, WOOD STUD CD illi --o* EXTERIOR WALL - WOOD SIDING, WOOD STUD C _ a)0 EXTERIOR SOFFITS : FIRE RATED INTERIOR PARTITIONS : (51 -99) NON-FIRE RATED INTERIOR PARTITIONS : (01 -50) C 10 ti ti ._ " [r I . -----I r.f'f f f[ '_'.-..:I 5EE ROOF TYPE FOR ITEMS 1' U �+L• F SEE PLAN FOR F +a ABOVE STRUCTURAL , ;� � , Ca - DECKING F (1) LAYER PLYWD EACH LOCATION OF ;� (1) LAYER PLYWD, SEE U) 0 11111 1 illi-t"- iii lIlf HI! if r- LEFT SIDE OF DIM SIDE, SEE STRUCTURAL ASSEMBLY • STRUCTURAL SEE PLAN FOR j LOCATION OF O Y POINT (1) LAYER 1 LAYER GYPSUM BOARD Cu 3 i i i i i i i i i i t' EACH SIDE GYPSUM BOARD EACH SIDE LEFT SIDE OF 3 O ti ASSEMBLY (1) LAYER GYPSUM BOARD _ O STRUCTURAL DECKING 5 W EXTERIOR WOOD FRAMING : . WOOD FRAMING WOOD FRAMING C/) d' 1-1/2" BLOCKING AT 16" O.C. — N 3/4"X 12"VENT GAPS AT 18" O.C. C R3 N Fkg/ ACO TICAL INSULATION ACOUSTICAL INSULATION ACOUSTICAL INSULATION E WOOD SIDING, S-2 AT ® SEE WOOD -. ATC 36) AT ® co I- Q1 FRAMED ASSEMBLY NOTE , 40 ca 0 cc WOOD SOFFIT AT EAVE/RAKE (sal) --� 1-HOUR RATED WOOD PARTITION ) NON-RATED WOOD PARTITION ) NON-RATED WOOD FURRING 13.(51 J (35 ) (31--) GA FILE NO: WP 3330 0 CO d. CC ADD 12" BATT INSULATION AT 1-HOUR RATED ACOUSTICAL WOOD PARTITION NON-RATED ACOUSTICAL WOOD PARTITION NON-RATED ACOUSTICAL WOOD FURRING 01 VESTIBULE (100 ONLY) (52--J C36-ii (32J Iin CO F7 — STC:45-49 GA FILE NO: WP 3330 STC: STC: 32 )\1 / GRID SUSPENSION SYSTEM OR MTL FRAMING /ft ' INSECTNENT SCREEN _ ��_� ! - ilyil�i f��f� (1) LAYER PLYWD EACH . SIDE, SEE STRUCTURAL - EXTERIOR WOOD SIDING, S-2 C _ (1) LAYER GYPSUM BOARD = ( (1) LAYER GYPSUM BOARD - {- - (1) LAYER GYPSUM BOARD 2 5021 WOOD SOFFIT AT VEST (100 & 111} AND PORCH (EXT 2} EACH SIDE EACH SIDE EACH SIDE C • 2 - ' J WOOD FRAMING : WOOD FRAMINGWOOD FRAMING FRAMING, SEE STRUCTURAL :•] , • }� � / BATT INSUL, FILL STUD ACO ICAL INSULATION ACOUSTICAL INSULATION _ ACOUSTICAL INSULATION CAVITY AT SEE WOOD AT 38 AT 34 .�: FRAMED ASSEMBLY NOTE T • 1/2" PLYWOOD SHEATHING AIR BARRIER 1-HOUR RATED WOOD PARTITION l NON-RATED WOOD PARTITION 1 NON-RATED WOOD PARTITION ip THERMALLY BROKEN FRAMING ASSEMBLY (53--D 53 UL: U314 �37 J C33--� _A 1r: „„. �� 2" MINERAL-WOOL BOARD 1-HOUR RATED ACOUSTICAL WOOD PARTITION 1 NON-RATED ACOUSTICAL WOOD PARTITION 1 NON-RATED ACOUSTICAL WOOD PARTITION ; �. t INSUL (54--) C38 J C34--i STC: 35-39 STC: STC: MARK DATE DESCRIPTION _ ��--- Issued: 08/28/2017 7/8" HAT CHANNEL @ 16" OC, 18 GAUGE EXTERIOR — 3"X 1 1/4" CONTINUOUS PT PLYWOOD � NAILER (BUILT-UP FROM 3/4"AND 1/2" LAYERS) & 16" OC Scale: As indicated WOOD SIDING. S-2 CS03J WOOD SOFFIT AT ALCOVES Copyright 16013 1 1 PERMIT SET Q WALL / ROOF / FLOOR Od P. ASSEMBLIES 0 A002N Ln co 50 I 40 I 30 1 20 I 10 I 0 1 50 I 40 1 30 I 20 I 10 I o I TYPICAL HEAD DETAILS . CE I LI NGS •. FIRE-RATED : ACOUSTICAL: ROOF ASSEMBLY, SEE PLAN NON-RATED. ROOF ASSEMBLY, SEE PLAN /-- 2X4 FLAT BETWEEN EDGES 2X4 FLAT BETWEEN EDGES 1 OF TOP CHORD. FASTEN OTOP F CHORD,OFASTEN ! FROM BELOW I � I j W — /� - - CONT. ACOUSTICAL CONT. SEALANT EACH SIDE } • i•� SEALANT EACH SIDE it [tom. WHERE EXPOSED TO VIEW 6 ACOUSTICAL INSULATION • =. AT® TOP CHORD, BEYOND ., '' �� F --N„h FI. TOP CHORD, BEYOND 6 BORA —‘r GRID SUSPENSION SYSTEM •1`��--- 2X4 FLAT PER TOP CHORD ,-.!,- .••:i; A`==� 2X4 FLAT PER TOP CHORD JOIST BLOCKING DETAILS JOIST BLOCKING DETAILS % =OA..- t ♦ VIP # 4\ BOTTOM CHORD, BEYOND ;.� BOTTOM CHORD, BEYOND Bora S Washington, Suite 800 , 1 . CEILING f -- : i HEIGHT 2X4 FLAT, FASTEN TO TRACK _: ,-. 2X4 FLAT, FASTEN TO TRACK Portland, Oregon 97205 FROM BELOW FROM BELOW 503.226.1575 I = {�‘ CONT. ACOUSTICAL I� •: - CONT. SEALANT EACH SIDE (1) LAYER GWB i `�,� - SEALANT EACH SIDE - f.� WHERE EXPOSED TO VIEW www.bora.co — CONT DEFLECTION TRACK f,..- CONT DEFLECTION TRACK FASTEN GYPSUM TO TOP PLATE ONLY __�- FASTEN GYPSUM TO TOP PLATE ONLY } _ SEE PLANS FOR WALL TYPE ;}.! A SEE PLANS FOR WALL TYPE SUSPENDED GWB CEILING CC11J 3E ACOUSTICAL HEAD AT ROOF DECK - PERP TO JOISTS 2E NON-RATED HEAD AT ROOF DECK - PERP TO JOISTS 3” = 1'-0" 3" = 1'-0" (C12_.} SUSPENDED ACOUSTICAL GWB CEILING - • ROOF ASSEMBLY. SEE PLAN - - ROOF ASSEMBLY, SEE PLAN 2X BLOCKING BETWEEN 2X BLOCKING BETWEEN - - -- EDGES OF TOP CHORD, EDGES OF TOP CHORD, 1� FASTEN FROM BELOW FASTEN FROM BELOW 5 — 5 :'�. � CONT. ACOUSTICAL �_ CONT. SEALANT EACH SIDE SEALANT EACH SIDE WHERE EXPOSED TO VIEW ACOUSTICAL INSULATION ' ` y ? ASSEMBLY LEGEND AT(C16) _ — �',;I TOP CHORD, BEYOND �_ TOP CHORD, BEYOND f'`I _ �'K { _---. WALL TYPES SYMBOL: -'' ------- 2X4 FLAT PER TOP CHORD -` = 2X4 FLAT PER TOP CHORD WOOD STUD SIZE KEY: WOOD STUD CEILING FRAMINGFL �� JOIST BLOCKING DETAILS iJ 1 `- JOIST BLOCKING DETAILS 41 -WALL TYPE CODE @ 24" O C. MAX J = 2X4 PROVIDE FRAMING MEMBER •:; CONT. ACOUSTICAL CONT. SEALANT EACH SIDE E = STUD SIZE, REFER K= 2X6 SECTION &THICKNESS PER fI SEALANT EACH SIDE f_-. • 1 WHERE EXPOSED TO VIEW TO STUD SIZE KEY L= 2X8 STRUCTURAL SPAN TABLES = CONT DEFLECTION TRACK CONT DEFLECTION TRACK 1 = TOP OF WALL M = 2X10 TO MAINTAIN L1240 MAX CONDITION, REFER TO TOP DEFLECTION. - FASTEN GYPSUM TO TOP PLATE ONLY :� FASTEN GYPSUM TO TOP PLATE ONLY r 41E1 OF WALL CONDITION KEY "♦+,rfel♦♦t SEE PLANS FOR WALL TYPE _ V SEE PLANS FOR WALL TYPE CEILING INDICATES LEFT SIDE OF 1ASYMMETR CAL ASSEMBLY \-' HEIGHT LAYER GWB g2y ACOUSTICAL HEAD AT ROOF DECK - PARALLEL TO JOISTS NON-RATED HEAD AT ROOF DECK - PARALLEL TO JOISTS ►—(15E3) YID 49J ( O 3" = 1'-0" 3" = t-0" E---= EXTERIOR WALL 0 1 CHRISTOPH - - •FLOOR ASSEMBLY. SEE PLAN ' (E12) . LINK r-3 FLOOR ASSEMBLY, SEE PLAN 2X4 FLAT BETWEEN EDGES — 2X4 FLAT BETWEEN EDGES FRAMED GWB CEILING - - - OF TOP CHORD, NAIL TO _ _ a OF TOP CHORD, NAIL TO FLOOR ROOF CEILING SOFFIT • L • el f 1 Q (C15J :.0 - : e • , g•$Q 'a.a ' ". � • BOTTOM OF SHEATHING '-• ' _ °� �1-0 "- BOTTOM OF SHEATHING SYMBOL: SYMBOL: SYMBOL: SYMBOL: °� =. fi 'a. _ r ° °. :. � •a. _ • ,. _ •° . ' OFA •-K • _ -- - -- - CONT. ACOUSTICAL F CONT. SEALANT EACH SIDE F01 (R01) (C01) (S01) c .iFRAMED ACOUSTICAL GWB CEILING }� _.� SEALANT EACH SIDE �� op__.,/ ..../i t �= WHERE EXPOSED TO VIEW 4 - 1111111.11r--4IIIIIIIIIIII - --- TOP CHORD BEYOND, WHEN -; - TOP CHORD BEYOND, OCCURS , , WHERE OCCURS 2X4 FLAT PER TOP CHORD _ 2X4 FLAT PER TOP CHORD in ,'Y JOIST BLOCKING DETAILS JOIST BLOCKING DETAILS TOP OF WALL CONDITION KEY: ACOUSTICAL INSULATION ^ AT(C18) / Y ;'. BOTTOM CHORD BEYOND, WHERE ',; BOTTOM CHORD BEYOND, WHERE NOTE: Limo ( -. 1 / OCCURS '. OCCURS ALL WALLS ARE TO BE TOP OF WALL CONDITION 1 UNLESS NOTED SHAFTLINER BOARD \ :; ' f , OTHERWISE. _; ____;;;k------- -.11.-----I es 2X4 FLAT. FASTEN TO TRACK 2X4 FLAT, FASTEN TO TRACK LINE OF �D F-;.--..- 1) FROM BELOW f.,=r FROM BELOW STRUCTURE • } ( CONT_ ACOUSTICAL '� CONT. SEALANT EACH SIDE I I I 7 's.:.:--`., :- •r' G-�.-.'/�_:- r:r' - r I i . i r _ moi/ �! V Y V VY� lli �, SEALANT EACH SIDE y, it • � WHERE EXPOSED TO VIEW C H' STUDS AT 24" O.C. •I•;----------_• _ T CONT DEFLECTION TRACK CONT DEFLECTION �" MAX. PROVIDE FRAMING TRACK SEE 'TYPICAL HEAD i LEVEL MEMBER DEPTH & -- ------- FASTEN GYPSUM TO TOP PLATE ONLY FASTEN GYPSUM TO TOP PLATE ONLY DETAILS' FOR HEAD 0 DIM PT THICKNESS PER MANUF NOTE: AT FIRE RATED ACOUSTICAL PARTITIONS, SEE PLANS FOR WALL TYPE SEE PLANS FOR WALL TYPE CONDITIONS AT PUBLISHED CEILING SPAN _-J 1� STRUCTURAL DECK TABLES TO MAINTAIN USE FIRE RATED HEAD AND SILL DETAILS, TYPICAL V - ASSEMBLIES •L1240 MAX DEFLECTION. • - O O ACOUSTICAL HEAD AT SECOND FLOOR - PERP TO JOISTS O NON-RATED HEAD AT SECOND FLOOR - PERP TO JOISTS (1) LAYER 5/8" GWB 34 24 ` - ; I V wip NOTE: COMPLY WITH MANUFACTURER'S RATING r • • .- a ,.' 4" ° LINE OF CEILING -1 RECOMMENDATIONS FOR MAXIMUM 1 HR =AER-0903$ -- a Q< HORIZONTAL SPANS �.. < - a , d ° -_ �• ,.'° ' i4 I " 1, =r� :' •�� ° `' d•.J WHERE ._ 1-HR RATED SHAFTLINER CEILING .� -_ - i _� . �::. �-. - i _F ` r _ «_ OCCURS p CCI f 3 1 � �► CONT. ACOUSTICAL I, CONT. SEALANT EACH SIDE O0 ca ` CONT FIRE RATED WHERE EXPOSED TO VIEW I SEALANT EACH SIDE SEALANT EACH SIDE ;:-, O CC18 1-HR RATED ACOUSTICAL SHAFTLINER CEILING ' FIRESTOP TRACK, (SLOTTED • ( CONT DEFLECTION TRACK ,I .1 — CONT DEFLECTION TRACK J WITH INTUMESCENT FILM) _ - .4,;• 1 E '1 �' ACOUSTICAL INSULATION = - +;� pre N . , ` .' f TO EXTEND TO TOP TRACK, , LINE OF •_. E r ` NO GAPS '' _;I STRUCTURE •` SEE PLANS FOR WALL TYPE -- = SEE PLANS FOR WALL TYPE r SEE PLANS FOR WALL TYPE 0 ::: (:.?' ,` :,.-: al ci) 15 ci 03 cp H 0 co I— 43 FIRE-RATED HEAD AT SECOND FLOOR 33 ACOUSTICAL HEAD AT SECOND FLOOR - PARALLEL TO JOISTS 23 NON-RATED HEAD AT SECOND FLOOR - PARALLEL TO JOISTS LINE OF CEILING WHERE OCCURS 3" - 1 -0 1- HR 3" - 1 -0 3 = 1 -0 • , TYPICAL SILL DETAILS : 3 4 2 �, ..... ' 7 ti 2 _ s , F• i• SEE PLANS FOR _ t SEE PLANS FOR N. SEE PLANS FOR WALL TYPE WALL TYPE v i WALL TYPE FIRE RATED SEALANT WI . CONT. SILL RUNNER 1/2" MIN. DEPTH - EA. SIDE /; ACOUSTICAL SEALANT C M i EACH SIDE • / ANCHOR TO FLOOR )711 , 41/4 ..j. .,-. : • -- MARK DATE DESCRIPTION 42 FIRE-RATED SILL 32 ACOUSTICAL SILL 22 NON-RATED SILL Issued: 08/28/2017 3" = 1'-0" UL: BW-S-0013 1-2 HR 3" = 1'-0" 3" = 1,-0" Scale: As indicated - ROOF SHEATHING, SEE STRUCTURAL 2X4 FLAT / ROOF SHEATHING, SEE STRUCTURAL ROOF SHEATHING, SEE STRUCTURAL fr/— - a .—�.,- I TOP CHORD �� TOP CHORDI 7d. r TOP CHORD I I I I P. (2) 18dx3"WOODI SCREWS AT LEAST 6" (2) 18dx3"WOOD I JOIST PIN/WEB CONNECTION(2) 18dx3" VVOOD SCREWS AT LEAST 6" FROM Copyright 16013 PMAX= 150 LBSI FROM JOIST PINIWEB PMAX = 150 LBS SCREWS AT LEAST 6" PMAX= 150 LBS 1 CONNECTION FROM JOIST PIN/WEB I-JOIST SEE STRUCTURAL PERMIT SET CONNECTION - -- - 2X4 F LAT Q 2X4 FLAT cn OPEN WEB JOIST SEE STRUCTURAL BOTTOM CHORD O / OPEN WEB JOIST SEE STRUCTURAL CEILING ASSEMBLIES / aWALL & CEILING ASSEMBLY ...— BOTTOM CHORD � BOTTOM CHORD DETAILS 0 N Ln TOP CHORD JOIST BLOCKING DETAILSA003 N 31 NTS 50 I 40 I 30 I 20 I 10 I 0 50 I 40 I 30 I 20 I 10 1 0 1 ��, TRANSFORMER, O s� SEE ELECT. FLOOR PLAN NOTES r. _. II .� A201 * • JP I 1. REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. 1 \ ® I / N of , yj ® C-7-. 9 2. REFERENCE A-002 FOR ALL FLOOR,WALL AND ROOF TYPES. I r r r 6 112" 3. REFERENCE A-003 FOR CEILING ASSEMBLY TYPES,WALL AND CEILING - -6 112" T-5 112 7 1 20 -5 112" 12'- ASSEMBLY DETAILS AND TOP OF WALL CONDITION KEY. 6 11 1 4. REFERENCE CIVIL DRAWINGS FOR GRADING AND HORIZONTAL CONTROL 6 BO - A 1._ 11 I I I A301 J 1/4"- • I- -- A301 1 3 DS DRAWINGS. - -.■..■ 15 111 318" - --�1 5. REFERENCE LANDSCAPE DRAWINGS FOR ALL SITE MATERIALS, LAYOUT, _ '- /8" ; 1 T- 10 718" - --J- ----- 3"DS A504 i 1 9 .- ti/ .._.,,,, 1 -j I -.1I k Bora Architects Inc. C� 0 • *;._.... ..,r „�,, - - --\ - 7.COORDINATE BLOCKING AND BRACING REQUIREMENTS FOR WALL HUNG ' 11 ilITEMS. 720 SW Washington, Suite 800 1 --- EXT2 9 38K .Ak22 ® I m Portland, Oregon 97205 • \ J _ PORCH II g'_0" if • I 18. DIMENSIONS SHOWN ARE TO FACE OF GYPSUM BOARD FINISH, UNLESS 7 1 1 3- 23 2 ® I 'r' OTHERWISE NOTED. REFER TO ENLARGED PLANS FOR DIMENSIONS WITHIN 503.226.1575 IS 101 10 / MC I 102 L- --- THOSE AREAS. a) --- -s A202 15 7 VESTIBULE 1A 33 DIRECTOR I I - www.bora.co I r- 8. REFERENCE SHEET A-453 FOR MOCK-UP AND TRASH ENCLOSURE. ---'-4 - 100-1 E FLOOR BOX, SEE t I I 'n Iti 16 1` N 101 ELECTRICAL . I 9. FLOOR TYPE AT FIRST FLOOR TO BE F01 UNLESS OTHERWISE NOTED. ---.---'---1 r II - I a RECEPTION I TB-1 - 10. FLOOR TYPE AT SECOND FLOOR AND MECHANICAL LOFT TO BE F02 FENCE, SEE �" T-r 6 • C ,► I UNLESS OTHERWISE NOTED. LANDSCAPE -\,k -- A411 i I____ 1 CG-1 p- 38K in N 1 101-2 103 C.1 11.SEE A561 FOR TYPICAL FLOOR TRANSITIONS,CARPET TILE LAYOUT �J , 21 16 i _ cf) COUNSELOR I ,- PATTERN. RIF TO RF CPT_ 1 107-1 I E01 - - ' 7 i \ RF TOOCSF n I - 1 AED ,x+,253 22 MC 103-1 TB-1 CPT TO CS CS' I 1 CPT TO CPT • i __iLOA • 110 FENCE, SEE 1 iT6RA6E LOBBY `-N 21 " - - 1 LANDSCAPE \ / 2 -6 CG-1 �_1 TB-1 I i r 5 EXISTING • I • RADON 107 5'-9 112"' 104 1 i RADON MITIGATION MITIGATION 2 I 1 PIPE, SEE MECH. 5 BUILDINGUP �° MEETING-SM MC COUNSELOR -\ / a-aaa-a•. a-a•. a ,a-a•...a-a-• ••.tea-a-• •a� �� r r- • ;1-14101 -I-rT- '- • PIPE, SEE — _ --__ — - 1 f I I — I A302 1 I1 1 1 ` MECH.Mf1 FEC-1 0 CM 1 I = I \ , i - I® — th I — i— Mill I 1 I I I I- - - I — - - 1 B S3- _ :� -"I'll 5'-2" 108-1 1 d 106-1 9 05-1 TB-1 u� 105'-2" VESTIBU• I • C C i� • co A202 Al®� cG 9- .�" I 106 z 105 NEW WOOD DOORS ----- -.._ AND FRAME I I ID ------) • g 1 r bI ® ---1.7) '� + �� •TOILET -3E . MC PARTNER 1.3'- 11" I� m 108 ` 14 I + oo PHONE I 38K - E03 il. Y� 1� IL - I I Il 112 = •--r----- j,--4 1 \ • , - N- - e- GIRLS I 1111 I +• +n { 6'-4 114" I i u' ii, , 0 T • - 4z - - �- o - I I. ,� - A451 - t -i A 1 FLOOR BOX, SEE 1� I I , i ( I . __ 38K - ELECTRICAL = I 1 Cif 1 • _ ` ` . :-' I 3 CHRISTOPN 'RAISED WOOD DECK 12 I I I I ��APE� „—• I115 J Iiip1,302 1 i > ' I COMPUTER CLASSIIIOOM { I \ .• LINK ,- 101'-9” _.;11 Ti CG-1 24 I r I 113 T 14'-0" i N110r f i le `� 1 {� • -.-. t _ V A452 . -z ._ . • ELE I ELEVATOR I I 115-1 42 �� 1 A202 1I QI b 1 1 r (�4� �- . ��?- _� • . A412 I I I I u, 2 I 1 bo o OF VLA I 1 + I s - •CG-1 MC I 5 31 A251 1 --'- • I I I • -- I 9B I o0 _' 110-3 32 \ cv 4 IfiiIVrlIV " CG-1 R I N 4 • • 103'-5" 1 F + I I CD / 1 ® � r. .._.. 1 43 iiiI if-11 \ A451 ' in •may I + � - I 114 1 116 I 1 { 11 A201 1-1 r , I I ...... •-• •-•- a-a-a-.-• -a4 .1•i.-•H•-.4 ..11i.. Ii♦ - BOYS ,I ULATIO / 1 .�. \ L _ I I I I I I I I1 i 115-3... .. 04 CD rt 120A I 14 I 1 1 i I ..-°!-A-71-CG- 5 ! STORA t I t I$ I- 1 1 1(-131)1 - 1--- ' 1--q' 1 _ I� r 1 1 1 1 1 1 1 1 1 CG- 117 I I ao • 1 1 1 1 1 1 11 1 1 1 1 1 ® `° I FLEX CLASSROOM I 1 ~ "' C <42t1) I_ FLOOR BOX, 5EE 3'-0„ I ' - . ,_i 14 : • 1A + ELECTRICAL 1 Q, r �- UP I 1 U 1 CG-1• B E . 1 _. _ , 0 - E03 1. t - -2 _, r� ;I - 1 III G-1 7 C EDGE OF v --�_ao - I ® ® PARTIAL HEIGHT FLOOR ABOVE -- O .1■1Z.1 "' 2 I r - ---) 20 WALLSEE ELEVS 1 CO `� I I I 4--+ .11 J A202 A3• `A301 " 1 2 V r E03 _ - 118 N 51 3'-6 I 1 -a_o L Lli o.... L 1 I 11 PANTRY I . I 12 �' I 21 I N Oa . - i 118-2 I I",' ¢ RADON MITIGATION 00 0 E03 °O 1 A201 Ii I I1 i- v 1 I I PIPE, SEE MECH. I r �, fi \ 3 2'-8112" 11'- 111/4" 11'- 11114" 14'- 11118" 11'- 11114" 13'-5114" 2'-6" I - I 3 o 113 co 1 I4 �' / / 1 1 ...._ .� I 120 t. • - 6'-8 1/2" L FEC-1T I- I , \ - N O I 14 V IX T I �1 .- E Tr i TCOMMONS o I .--- ; • I u, cr) 0 . - I I dI I7-0" .E E 03 " °° ' I / - • I M N � 119 I fa F � � �-1� r7 i. �. ; j i1 — .. r, -�` • ' °D KITCHEN ,` 125-1 � 2 121 14 CG-1 I r- ti ° _ I .. _.I CI ce �� WALL MOUNTED VIDEO / MC CIRCULATION + I ° i E01 / 72 CG-1 CG-1 1 RADON MITIGATION /V1 , � � 0 ti ,I PROJECTOR, OFCI � PIPE, SEE MECH. � I I I FLOOR BOI, S�E I '� : i I � � t .. 73 al c� 1t A451 PFE-1 9B 11'-0" 5'- 10" CG-1 A564 ELECTRICAL 1 • N CG-1 FEC-1 —• r A302 FLOOR BOX, SEE ��-___��4 5 - .� _ I II ,= I I ° N CQ oII 2 � I 1 2314" 1 -3A2." 1 -3 112 1I i�ELECTRICAL I �' ; � �_ ' FEC�1 • 1 'n__o MC - I 6'-4" 6' Tr 613 6'-0" r 6'-0" 6'-0" I I ' •_ 0 •� I 124 n, _ J �n TOILET I r B 1 - •?'lrf•moi• __�� 'I ir + !o- -r-- . • -1'- • o - Y-- I I . 4 p' 13 0 G - - - RADON MITIGATION II �,�.� • 34K I . -__ = '— = _ _ __ __ __ __ __ =�I-- 1 `I PIPE, SEE MECH. � °' la _I1Ti - -\� 7 w - - G r LTi 75 1 A202 1 E01 ✓ • I1:2 -- +.—.—.—. i N + A451 L----- -�...,,.■...,�., I i I� GREASE - WALL TYPE (ED3 EXTENTS WALL TYPE E03, EXTENTS • ----- 21 STEEL LADDER #1 - UP, >s `�" 1C 24 in 1 .' I ` f) I ! I I L�+L PLUM INP OR, SEE I SEE DETAIL 121 A570 an .—1JL. • • A564 2 - 1 + I + 21 - r 2CO 22 127-1 MECH ACCES a I4 0 1 I I 21 I I I I I _ 31 I \ I I I VRF CONDENSING ' I -+- A201 UNIT, SEE MECH • • 125 3 + + MAKER SPACE I I o I Iin - i � ' 126 I -�-� ✓ i ' 123 `- --i- I 1 EXT1 I • (II) I I I • rI sh;-� I 18 -D 'le Ii?c-3' CHNOLoGIr I V ® I SCIENCE �_ C DVERED PLA I �.N L I • ,.. 4 2 I ! I yl 7'-9 518" •------ -0., �_ Allk 2 FLOOR BOXSEE ' I ---- FLOOR BOX, SEE / __I-_' I I I I I I I MP 4 • • - 1A :LECTRICAL • I • o ELECTRICAL A453 I I C \ ----- 12'- 10'-0" • - i l E03) I 53 • i_ • a) I — I lip I I I I Q I I I I A501 I r I • 2 1= —c I �r � __T__T_� I I I I4� w w I •�� • 0 H \ • 1.1.1 ' IF i�� u■' ■ ■ - J, T f______ „ ,, ii 1 ____ mama a •- = ----�- =— WATER s -- I --0._]= I 1 \------- --/ / AER HED BREAK ---- ---- - - -- - J 3„ DS - - - - - - J 1 - ---- \ -- 3 DS 5'- 11 518” 3”DSa3" DS A501I SUNHADE - CANOP 0 11518 / 5' 11518" 1 I I I --SIM\-- 11 Y SUNSHADE 0Q SUNSHADE I SUNSHAD 4'-0" (6}WATER SHED BREAKS IN CURB 1',,-6"I_______>. - . MARK DATE DESCRIPTION ROOF OVERHANG 141 A501 15/A501 -/ Ie - /� ABOVE „ „ I" _EQ SPACING - �0 1�- 11 -8 318 TYP k 10'-9 318" � TYP 19'-4 718" 3 -0 518 1 Issued: 08/28/2017 or — �/ / �x � I — F I 22_ Scale: As indicated 1 ' TRASH ENCLOSURE,ri I • A201— J _ TLTII _ J11_! I - I J ! ♦ � I I II I I { III I I I I I I _ _ I_ _ - - 1 - - - - - - - - - - - - 1 35' 0" r 8'1'' 11\1 N �� 33'-0 3/8" 12'-6 112" 7'-5 1/2" 7'- 1" 20'-5 1/2" 12'-6 112" r 1 I ♦ / d I i - FENCE, -_. -- Copyright 16013 �' �~ SEE LANDSCAPE 1 0 2 / 4 s 1 I 1 - - -• ---- - - IL ... - --__ . _. _ _ _ - - - - - - - - - - -- - - - -- PERMIT SET 'e \ , FIRST FLOOR PLAN od Q01 FIRST FLOOR PLAN 1 118" = 1'-0" r` C.; (NJ Al 01,i,N aP 50 1 40 I 30 I 20 I 10 I 0 I I 50 I 40 I 30 I 20 I 10 I 0 FLOOR PLAN NOTES 1. REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. A201 2. REFERENCE A-002 FOR ALL FLOOR,WALL AND ROOF TYPES. -5) 1 3. REFERENCE A-003 FOR CEILING ASSEMBLY TYPES,WALL AND CEILING Cii) s ASSEMBLY DETAILS AND TOP OF WALL CONDITION KEY. 4. REFERENCE CIVIL DRAWINGS FOR GRADING AND HORIZONTAL CONTROL 4 21 11 1 DRAWINGS. G 6 A301 A301 A301 V 5. REFERENCE LANDSCAPE DRAWINGS FOR ALL SITE MATERIALS, LAYOUT, I I I I I I AND ACCESS COMPLIANCE SITE/PATH OF TRAVEL DRAWINGS. 3'-4718" 16'- 5" �► ( L �i 6.ALL INTERIOR WALLS ARE TYPE 34K1 UNLESS OTHERWISE NOTED. 7. COORDINATE BLOCKING AND BRACING REQUIREMENTS FOR WALL HUNG I 3" DS I I 15 3" DS I ITEMS. Bora Architects, Inc. — — — — / - - - - A5037-- 720 SW Washington, Suite 800 (LO 8. DIMENSIONS SHOWN ARE TO FACE OF GYPSUM BOARD FINISH, UNLESS 9 I. OTHERWISE NOTED. REFER TO ENLARGED PLANS FOR DIMENSIONS WITHIN Portland, Oregon 97205 Nirl' THOSE AREAS. 503.226.1575 — XI I E01 �II 25 I 1'_6")Lf7— I ►-{E01 I 8. REFERENCE SHEET A-453 FOR MOCK-UP AND TRASH ENCLOSURE. FLOOR BOX, SEE ! ELECTRICAL TYP f 9. FLOOR TYPE AT FIRST FLOOR TO BE F01 UNLESS OTHERWISE NOTED. www.bora.co A503 Z z 10. FLOOR TYPE AT SECOND FLOOR AND MECHANICAL LOFT TO BE F02 5 C7 CEILING MOUNTED VIDEO � A411 Q I PROJECTOR, OFCI Q 1 UNLESS OTHERWISE NOTED. :1-iu -a_ � i—o-c 214 rir 201 MECHANICAL ATTIC I1 11.SEE A561 FOR TYPICAL FLOOR TRANSITIONS,CARPET TILE LAYOUT • I • - _ _ - HUB CLASSROOM ` MI R iv PATTERN. RF TO RF f� I I 1- - - _ _ , CPT TO RF I ? r w--(36K ) I �-r [' 21 I = RF TO CS CPT TO C5 I € • I � CPT TO CPT I I RADON 22 _ I • MITIGATION I! II I I PIPE, SEE 23 �� RADON MITIGATION 5 I I I , MECH. I I 9B 5 I :36KMII.;" PIPE, SEE MECH. 5 \ ® 1 I I ' . I 7-201-2 1- 1 • 22 1 it _u°p-, A302 I S1 JN1 i 2 " = o _,I.... STAIR 1 I' . CG-1 rill?, 210 MC 1A 214 1 I C � 14 cIRCULATION� - - ��1 `\ • • • • �,05 1 I� 202-1 202 _ II co �• B `' •CG 1 MC MC FLEX CLASSROOM iv 205 11 1 _ 'n I n • B oo FLEX CLASSROOM A5 i I H. 2 21 MD r, I I `, io 3'-6'j M t 203 " `� ~ �,CO I 2 11) 1 FLOOR BOX{SEE,/ 2 • SM MEETING ELECTRICAL ® oo \ ,'Z 53 .�. - i " T-6" 3'-0" 3 `n r.. 5 I 1 1'- 11112" 1 , ® . ...._, „ _ft,----I-A,1_ `NI , - —4) .k DAR Co A254 4 FLOOR E OXI SE ih i , • 0 �CHRIS OPH U+ ELECTRICAL ' N (} ' r -� T • LINN ,� A302 r I Y 204 I r FF �- M PARTNER CLASSROOM co torr 1f ® • • 11 V 208 fi El A412 1 TY L i', o r • SHOWER : • ELEV • co \ `?' A202 11 65 I 11 I I I N - 0F O� ' A451 i • II ao • • CEILING MOUNTED VIDEO "I •- a N IG-1 1 11 PROJECTOR, OFCI 318 4 I - ----- I I I� 4 i • F03 FLOOR TYPE IN THESE AREAS. r� I I I 1 I 12 'i 11 I I i il: o7 \ �� G_1 �' CCD-1, OFCI 1 rl11 A201 ROOF OVERHANG • 206 c„ -� , 2 �gB 1 MH 1 ABOVE i I pIRLS C 207 I 1 MC 1 1 -I iiii,[a., BOYS - I ALIGN /ACLS i �� f G-1 204-1 � 1 L .4, 13) IP 401=.MUM=Me r•. .• • $TAI DN i CG-1 ` JAN r411) 22L ------ —1 I 209 33J 1 r _ir, C A302 I II' 'I 1 (71 - BALCONYCD • • 211-1 1AI 33J ih I 1A a®1A A. Ln i 0 0 - - _. � - _ - - 1/2 ,� ® C 41 / JF / 2 0 .0 C2) C3) \ 1 /7 an r- • •W Eimp A202 \ N I 11 A253 2 / / IZ' ` •L CO \ RADON L_-_ I y 11 MITIGATION PIPE, ,��/��❑ Tit Q 0 21 / SEE MECH. - _ 31 32 \ / _ 3 A3011 A301 :� - I \ I / I I lirI - i — 2 CS! 3 011:3 co _h_t N . I / L 0 OPEN 1 il U u cc - BELOW N I I / I \ I Ali" —. .: co.. N ® — b.._ _ / \ 2 _ ,, CI) 1 To V Ce/ \ r o I I / 1 I I \ - 11- , H 11 211 °—° CA MECHANICAL ATTIC c., ti- 1- A302 RADON MITIGATION �I• 1 - I I _ / N Ca N PIPE, SEE MECH. r - / N 0) .in 1 , . . ▪ 0 0. , I I ,�/ ®/ T - - - - - 4'-61....t__..... ._,---- 8r- - - - - - - - - - - - - -IMMIli4 - �\ 0 A202 1 �J _/� OPEN TO BELOW io X STEEL LADDER#1 -DOWN, ; I i 1 21 N �-i I SEE DETAIL 121 A570 II 1 I I I I � I ' ,; , 1 A302 ••---ile S -- I ----_ - I_- I it I STEEL LADDER#2- UP, SEE DETAIL 12 If A570 OSHA-COMPLIANT TOEBOARD BELOW GUARDRAIL; 3 1/2" • 00 I HIGH; PAINTED P-12 E I \ I I I I I I r- (REF OSHA 1910.29(k)) ,�```�,,� - OSHA-COMPLIANT STEEL r GATE TO MATCH GUARDRAIL 2 OSHA-COMPLIANT 220 SELFCONSCLOSWG SPRINGON; 36" IDE, N r� GUARDRAIL: HORIZ. 1 112" L I STEEL PIPE AT 21"AND 42" :CH LO T HINGES. I I I I O.C. AFF;VERTICAL 1 112" STEEL PIPE AT 38"O.C. MAX; FULLY WELDED; PAINTED P-12 MI ° ° 0 (REF OSHA 1910.29(b)) LW II •II-1 _- I — I I I • Si04) - - 1 - I I I I I I I MARK DATE DESCRIPTION — Issued: 08/28/2017 22 I I I I I ' I Scale: As indicated A201 I I I I I I I I 35'-0" 8'- 1" 33'-0318" 12'-6112" 7'-5112" 7'- 1" 20'-5112" 12'-6112" CID ® ® Eti9 ® ��,�� C1_3) ® Copyright 16013 PERMIT SET Q Lc-) SECOND FLOOR PLAN m Q02 SECOND FLOOR PLAN 1/8" = 1'-0" E N A 1 0 2inN 1 50 1 40 I 30 I 20 I 10 I 0 I 50 I 40 1 30 1 20 1 10 I 0 I ROOF PLAN NOTES A201 1. REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. (----- Gi--) () 6 ._7_.) 1 (-9) 2. REFERENCE A-002 FOR ALL FLOOR,WALL AND ROOF TYPES. 1 21 11 A301 3. COORDINATE MECHANICAL ROOF OPENINGS, STACKS AND VENTS WITH 6 A301 A301 STRUCTURAL DRAWINGS. 6 BORA 3" DS 4. REFER TO PLUMBING FOR ROOF DRAIN TYPES. I i I I 5. NOT ALL DEVICES ARE SHOWN ON ARCHITECTURAL ROOF PLANS. SHT MTL REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. PROVIDE GUTTER SUPPORT AND FLASHING SIMILAR TO TYPICAL ROOF DETAILS UNLESS OTHERWISE NOTED. 1 /I 1 II III I 1 I I IP/7 — Q I I � — — I I� ® 6. AT MECHANICAL EQUIPMENT ON ROOF, UNLESS OTHERWISE NOTED OR Bora Architects, Inc. DETAILED, USE MANUFACTURER'S SUPPORT CURBS, CUSTOMIZED TO 720 SW Washington, Suite 800 ACCOMMODATE ROOF SLOPES WITH HEIGHT OF 10" MINIMUM AND 15" Portland, Oregon 97205 MAXIMUM ABOVE ROOF. PROVIDE TAPERED INSULATION OR CRICKETING 503.226.1575 AS RETA " EFOMIA I I I I I I 7, NOTQUIRED EVERY PARAPETOMAINT,WALLIN114,CPORPINGO, CT URB INIMUM AND FLASHING NGE.CONDITION www.bora.Co — IS ILLUSTRATED OR DETAILED. PROVIDE ROOFING, BLOCKING, FLASHING - REGLETS, COPINGS, ETC. TO INSTALL A FULLY WATERPROOFED ASSEMBLY IN ACCORDANCE WITH THE ROOFING MANUFACTURER'S RECOMMENDATIONS AND THE DESIGN AND REFERENCE STANDARDS OF I I I I 1 1 SMACNA'S ARCHITECTURAL SHEET METAL MANUAL, CURRENT EDITION. 0 o A o A _ 8.SHOWN LIMITS OF PHOTOVOLTAIC PANEL SYSTEM ARE PRELIMINARY ONLY. IF A MODIFICATION TO THE LIMITS WILL PROVIDE THE OWNER WITH A -II r` M LARGER PV ARRAY WHILE ALSO PROVIDING FOR ALL ACCESS AND SAFETY I I I I . l I REQUIREMENTS, THE CONTRACTOR SHALL DOCUMENT THE PROPOSED MODIFICATION AND FORWARD TO THE ARCHITECT FOR REVIEW PER SECTION 013100. 9.SEE ROOF PLAN FOR TYPICAL ROOF PITCH.AT CRICKETS PROVIDE 114" PER FOOT MINIMUM NET FINISHED SLOPE,TYPICAL UNLESS OTHERWISE 5 I =, I I I i 1I NOTED. 5 1 I � A302 ROOF LEGEND II I I T 1 II 11I _ _._ 1 c___ _ 1 METAL ROOF PANELS, ROOF TYPE R01 UNLESS OTHERWISE NOTED I I I I I 1 ZO I I LIMITS OF PHOTOVOLTAIC PANEL ARRAY CI:1 503 ABOVE METAL ROOF PANELS (R01). SEE ELECTRICAL DOCUMENTS AND ROOF PLAN I I 1 - Fr RDGE I 1 NOTES FOR ADDITIONAL INFORMATION - I t` - ED ASC .\ I �. ROOF SLOPE �`> 410 1/4 v )<)s ► ♦ . 1 CHRISTOPH 12INN ,--� A302 44�► 1 ► 4► >< 1 ' ____Al_A �� ► �► • ♦ *4 .. , • METAL FRAMED SKYLIGHT,4'-2"x 5'-0" WITH CILVG-1 Z 1'� 1 A202 11 •►� *"Aki , ► 44447 ' 1., 1 # ).: : �OP,� 4, .Q oF r ‘• N - 1 . 11411 " NIV ♦4,„ 4 Al► >,/ 11 A201 ♦ ► 4 X► I4 ► > iv+ � 1 /I► ► 1 �►_ k tI. ► S � � /► 111 46 �►i• 400q; , ". AAR! I ,♦ �O► x �--° A452 ,4* ,1 22 • if) A302 ► ' ► / '►♦ ' ' ci, ► / �/ ‘... _• ., 1 ♦ ‘V• ,► ! • 0 ® _ , Ai. ,,fir- >54 �► ► pA03p >-1 *1S��-. 0 O �L I 41/4 IF ' I 7 lir 4 1 4 , 1 0 r' H-A _,_ .‘.•• •.... A202 ' ( 35 ► - 0) ® ® in. t. 4•••• T I I I I , ` A503 _ 1 , al \ ,' TYP N r ♦♦11 r . cm, 21 � � D 31 32 "' ' + 1 l A o/� 10,viA,* 55 X ?C ..#141-0'2' f'jN O -03al A3o A301 _f N .3 TYP .' ,;� ♦ 3 Oma O 31 TYPE ♦ ♦ ♦ 1 CD A503 54 **VA,. 0 , / x ♦ -11-61 U 1,_,..____. 1I 1 1 I I I I I I I 1 1 I I I I I I 6,111 4 .P 4F f . .4 lit,O. 1 .1FIPW RP 8 *1♦ 1111 A, ♦ • 1,► }, E i ® _._ 4\ , . Av .41 .. .A,AL., . . X & .; . _ AL AL . 1 4 A' _ . , .II , 1 r ___ , A Vr• ' -. . — A": 1 ® CU CO 0 CC ak-lrg64.V -1* 11 44V Irt* 1‘, lr , 114P&T r r 1 11 ♦♦ ►. 41' 4r*1• " •let MO' t >v1 X• ♦ f 1 X N .. i . .4 *. x 4, iz 1= 00 1- ♦;♦ ► ►♦ �7* � �_ ♦ mA302 4* Xv, 440 . . .. < , .4# . ►h41X • Id \d - - - � f i - - — — — — — — — — - - — ., `1, (____)o ROOF HATCH, SEE SKYLIGHTSi' 1 1 t k A202 1 v FOR SIr'"-1--"--, _,----rt. !-- --, ,..---r- ,r'''N „...,--r...., MILAR DE :AILS — - i. j , N \ V-0" IN 10 ,/,<1 .\ / ' ; i I , I L_ 21 1 ' I I I I A302 t •♦/ OSHA-COMPLIANT SAFETY RAILING `I ,1 / ♦ Ak4.1 i' ' .29)N I N ii, i ', / .' 10 • • �Lo J �— _� I 0 ', k . 1174pk, ,,_ ir . c, It > (REF OSHA 1910-28(b){3w){A) �, o\ ♦ 1♦ < IL ♦ / '► 4 . .x.x 8 dI. ' ♦ ♦ oo TYP 11 ► . ♦ < *m., x . 041 /► ♦ ♦ ♦ , N02 A503 ‘4071 / . 414 */ › x ♦ / ►rAL/► w♦ / LL O 2 ► . * to < #4‘ 41. A1,10♦N. I il > . 4 ,A-S• ♦ ♦ *:. 4,,4"♦ , / • 1W 7 • 44i *.?',4• flikt ► w ED4 gs' ' 1 / ♦4. ,i 1 e _ w _ _ e e ,1' _ 4?,1 ♦ ♦ , ► ♦ 1. \ 0 I I I ► 1 I I II 1 1 7 21 I 3" DS 1 3" DS I I I I 3" DS 3" DS A50� TYP r EXTENTS OF ROOF TYPE R02, VIF 416.11.1M0MARK DATE DESCRIPTION FOR TYPICAL PENETRATIONS SHT MTL SEE DETAIL 32/A503 Issued: 08/28/2017 GUTTER 1 22 I I 4, I I I Scale: As indicated A201 I 35'-0" 8'- 1" 1 33'-0318" I 12'-6112" I 7'-5112" 1 7'- 1" 20'-5112" I 12'-6112" I 7e / // i' /I ♦/ // // /r Copyright 16013 0 0 0 0 0 0 0 0 0 1 PERMIT SET Q ROOF PLAN Co 003 ROOF PLAN 1/8" = 11-0' r` 0 N A1 03 Li)N 00 50 I 40 I 30 1 20 I 10 I 0 1 50 1 40 I 30 I 20 I 10 I 0 CEILING PLAN NOTES 1. REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. 2. REFERENCE A-002 FOR ALL FLOOR, WALL AND ROOF TYPES. 4 ® 6 \(-1j) (99 3. REFERENCE A-003 FOR CEILING ASSEMBLY TYPES,WALL AND CEILING ASSEMBLY DETAILS AND TOP OF WALL CONDITION KEY. 12'-6112" 7' - 5112" r 7'- 1" 20'- 5112" 12' -6112" 61 I 4. REFER TO FINISH SCHEDULE FOR FINISH NOTES AT EXPOSED CEILINGS. CA5-0-562 11 1 5. DO NOT FASTEN DIRECTLY TO PLYWOOD ROOF SHEATHING TO AVOID 21 I A301 I A301 1 PENETRATING ROOF AIRNAPOR BARRIER. SEE SHEET A003 FOR TOP 6 B3RA A301 6' 2" 10' 2" CHORD JOIST BLOCKING DETAILS. ei /i C3� ,- 6. UNLESS NOTED OTHERWISE, DO NOT PAINT EXPOSED STRUCTURAL 4' 2" 6'-0" 1 -6 A-F.F- STEEL, TRUSSES, JOISTS, DUCTWORK, MECHANICAL AND SPRINKLER /� I I RS-2 5-2 A RS 2 PIPING, ELECTRICAL CONDUIT AND THEIR SUPPORT SYSTEMS. I ,� ^.. _ i _ Bora Architects, Inc. Q r ` 1 i I `"� F� —13/44377... - �'71..r. -- '1- ----= \ A 7. SEE PLUMBING FOR SPRINKLER LAYOUT. VERIFY FINAL PLACEMENT 720 SW Washington, Suite 800 WITH FIRE MARSHALL APPROVED SPRINKLER DRAWINGS. HEAD EXT2 (;503 1 0 ? 0 ` 1, `Y' Z PLACEMENT IS TO BE SYMMETRICAL WITHIN SPACES WHEN POSSIBLE AND Portland, Oregon 97205 'Il PORCH g _0"A.F.F. I \ __, _ •_,'_,_ CENTERED WITHIN CEILING TILES. ' 503.226.1575 � "VESTI UL - _,_- R, -_4i�:': RS-2 7l I...:;;-...1-,_;_.:,-.:-. _,.-•_:._�• --�: •:':-;..' ,-:, ::�:'-DIRECTOR:•...•::::.. 1/42- pti . 8. ALIGN LIGHT FIXTURES, SPEAKERS, SMOKE DETECTORS, SPRINKLER ® ' ' • • ,',-•':� t -2'-0`.,.'.1.,•-:-.:''.:::.-02) ....:.' HEADS AND OTHER DEVICES AS INDICATED ON THE DRAWINGS. VERIFY www.bora.co (502) - , ti 2 "AFF RS-2 — PLACEMENT WITH ARCHITECT FOR DEVICES AND FIXTURES NOT SHOWN. 9 0 A.F.F.AFF °WI . ., - . - . _ . / `•-' '' -`�' Q.. 9. IN MECHANICAL AND JANITORIAL SPACES, LIGHT FIXTURES TO BE I r- R`S -\ --;','.`:-_-:.•':4-: ....t:-...,,-"._._ • T p_i_, LOCATED BY CONTRACTOR IN COORDINATION WITH ALL EQUIPMENT. 1 -k -,'',se,..--`••: • -- •••• •-1 I; 11 , ' = 10.ALL CEILINGS ARE OPEN TO STRUCTURE UNLESS OTHERWISE NOTED. A411 . fr�U��+i��/�R N " iE/RAKE SOFFIT TO BE TYPE S01. MITER WOOD SIDING AT 1 ; _ O 0 �F 11 ALL EAV 10 1 . --- 1-7-6 . _ ' (n CORNERS. ,y- 05 _W_ Hr1:1''.. •,.1::.. .-..:•':-.;1-:,. .0-:.• -1- •• ' 0° I :[��xS 25A562 ��' " . "• 12.SEE 261A562 FOR DETAILS REGARDING SCRIM FACED BATTS.WHERE 1 110A ^,- I1 , I. �-� �+_7`. •, ° ,.AF, :.. BATTS OCCUR, ALIGN WITH EDGE OF STRUCTURE UNLESS NOTED EQ EQ � 11 �� STORAGE :' . OTHERWISE. IFn „. •,...•,•. . ® O I O ,, /' : . A'1............... ..,.. F . 13. SEE 51A562 FOR TYPICAL SOFFIT TRANSITION, UNLESS NOTED _= _ —1a I = I �r ' • roe., :- ) 5 �' :NI- u--.-7 Y I -_- N URS-2 OTHERWISE. 5 _ 05 COUNSELOR / 1 [ `k� co � A56 1 i 05 I� I . A302 I ' 05 ~ ■A562J • I - l �� '� ... . S1 A562 111. a - O U RS-2 .�' i. &`rAIR:. Aail l • • �"a F ,® ---- - .„._ :F ` CEILING LEGEND Cl 2'-0 , EQ/ EQ r LL-+ 7 • ' A:F.F • 105: IE, w I CI EQ a 7., F 4RTNER Ow 0 .S03) �• SO2 EQ ©Q /r := L?-1 ' I �N RS-2 If wN` 9' 0"A.F.F. 9'- 0"A.F.F. I O. • 1. 1 . ' ® • '109" i•EQ.. <.-\EQ .:�' ----41-r° _/� CEILING TYPE GRAPHICS B I • iQ8: Cl •:2..4 C c „ w CIRC �:: ": CLG MTD VRF, I o .L 3 6 -EQ Eb . PH 3NE _J 3'- 1"A. .F. ` ' • y,=`0”A:F F: _ \ SEE MECH \ I 0a; F = GYPSUM BOARD 1 PLASTER 1,:•..,.: r r I 1, a• a .n GIRLS I I �7' 0" 'g'_g ,.:.: 9 -6, =}T-0„ ® .. 4'_b• ; ,y r' ,_,: , ; .. WOOD (�� (. J .,. c3, — 1 - ,•„I._-, - '. '., : ` : ^y `� o CHRISTOPH A302 T ' 'r` 1 I III ;: F' .S"T ;': �,•,�`' "~`r ' p '` `` �\ s'• SCRIM FACED BATT • LINN a c Tu L - '� s � ,, ‘,.`„„•_,-117i,•;,.s ; :.,I:� • 3'-0” RS-1 :`' p . -;-, INSULATION PINNED TO THE ,,or-r II �r ,Y _ ..-'. .-%-_.:',.2;-.1'-'_',:-_e",,';'.',,'I `. 'r' N:. Q -•. -,- _ STRUCTURE ABOVE CEILING. U e Cil- I6` E . R5 1 �n -S-C-5. I I I_ ' ._-_; -'. __ Ait ,,� -.1;__ Y,_-..:_ - 1 y,! o `` ACOUSTICAL CEILING TILE O QO 1 ..- 1 I I , i , ` ;,'. ,�,• . .1' 10"` - .1 ier ka ■ o r EQ:'" :- '-''.' EQ. .. , -. 7•N'...\ - , --•••-•'7'''''-'0-1- 1' ., i'''(1::- - , ; N • Q ��le: .„11,21""°'• ' I r�: ^. - :^ .: = - ;, :; , -,._ I R5 1 \ 2X WOOD DECKING. FINISH TO a CLG MTD VRF, •Q"A:F I CEILI-iG',milpyTik�r p1YYaw ,.):„ ,,,,,.....1,_,,,,x,.,......,;_!., ,, .,_ ( o -- MATCH WOOD SIDING SEE MECH 114_ EQ • EQ • F:F PROJCT014;1 P.Q.V"• .. ',';.2!--/••`-'-', • , 7r . , , "'`-1 -.- -e- -L' - -.:' ' : )4j--' rill I_ . 1 ' iNi `'n''' ''"a ... ` I LIGHTING AND EQUIPMENT SYMBOLS ...-%P-7.: 116".':. 1:9 I -..,101§1.r.: -:,:-...:,:.,:..-::4:::‘, •`I .. �-.. I 2X4 LIGHTING. SEE ELECT LIN 7 l ''...V.:;:'.; ,;1'..,./:L......,ir.!:1/13'.-..6"e4i.:,....:.,.: ----- -r J '-' I 1 ‘ II ® - _ _i-Ni . ' — -off - — = \ \ `, } 2X2 LIGHTING, SEE ELECT. a) ,c_.,, 120A __iv_ I i O. _ - �"' ,—a - �� }r�a STORAGE ® t 1 1 ! I r.-1 L `°' 0 DOWNLIGHT, SEE ELECT. 22 3' 10"Al. I T 6"A.F.F. =ECS EQ I C A302 0 PENDANT LIGHT, SEEcu 0 I- I RS-2 ELE=CT" — — to I 1 11 10'-6" vamp. , E= I I l i IT r C) tra � UEli � + I _____� l �I �,b I !� _ I _ =JPENDANT LIGHT, SEE �' -I\ I y r /.! ! \ © ., ELECT. � / 1 •I \ RS-2 RS-2 DOWER 0SURFACE MOUNTED O .11[ ' i I w LIGHT, SEE ELECT. a ©\,.:1-1--) ® _ ONLY / / IFI- Iism - U ,moi N i INDOW / / ®!a I I M I -4 's.+" \ / 05 rq I"r' a 50 STRIP LIGHTING, SEE ELECT. i � CO i� V,I co V / A562 f I 9' 0"A.F.F. T T Ci 120 / / - @ - (3 I WALL MOUNTED LIGHTING. I I I N COMMONS / I 9 I- 0' A.F F. -__- SEE ELECT. - -a 3 - ' -. EXHAUST (� I / } I - TYPICAL MECHANICAL 0 6' 5314" 5' 7" 5' 7" 5' 7" 5' 7" 31 32 .t.,- .",` ":;.: I " X GRILLES "� (C i i I, OPEN TO _..��i _.:-`. 1 W / y A30 A301 i STRUCTURE ,[.:•:,:a:•:•••••.:::::`.11‘.0"..4', 9 4 -9 _- L EWER LOWER LOWER LOWER LOWER LOWER • ~ RS-2 SUPPLY RETURN ci)V ,�. (OWER ABOVE , „�' ... . ..'-:` : .' S ..T E� V'+ OW = WINDOW WINDOW W OW WI OW W OW I INDOW / \' ` I - CdVL C° SNL L I NLY LY LY I I •,.' , I 11 . . ,. :. . c" a, A ,� CV RS-2 RS 2 RS 2 ] ONLY / �� ACCESS PANEL, SEE MECH. ♦„r ,G -2 �, RS-2 RS-2 >:. :. KITCN :: ` '.:'' l I I / N - c� O �— . `, _7_' i '..._ . . .._-- k� ----- —� 1.......- .47.:------'rte ...,,.—.- �J p r t .,--___-1-1 I N — — _ _ • 0 - TED al 0 - �� - I „_ „ 121 / :.,,/,..!;.' _ •-'•::••0--z. -1 \ _--- D-----__ CEILING MOUNTED (Y " ' :.1 ` � , :L ,_/ .. II I 05 (C3 ) CIRCULATION 05 / ; !� . � ' PROJECTOR, SEE AV 00 •� ;. ", 05 , „ A562 9 0 A F I`� A562 '..:".•!•;::•.:,...--.N.:;:...- ,6131'::.:',0744:-:/!::::::: ;- �. 9 - A.�.F. LOWER LOWER LOWER LOWER 11 w 4 'r _ 1 t C3 Ih. CEILING MOUNTEDEo laMO I` A. .:i '� f IUIZ' :;'Sl= " - 4'- 10718 5' I• - - N - •- - . _ -� / WINDOW WINDOW WINDOW WINDOW "' N I ' I PROJECTION SCREEN, A302 ,..1 --- I� 11 -t A.7.r. PROJEC O SC O CO Ch - _ _ .a ."� .;• �`¢` o \ _ CO SEE AV lilt N0 �"�_ %rte CD r - � R ,y. / S2 _ 0 r w' • ROLLER WINDOW SHADE / O O " - • [may=.�� t ,A _ r. :,' '. ,LJ RS I rsA Irk-filli \ '�: ..� I'" : I.. -. 0 _�_ \, .w• y,•,I` ••• • •Z' _ d .; 1�""'-'_CV '� }• / !; 1 _ \ 4 i.N� .. ��I ,V1. .. a�J .. 7 '_� 7 .. CO Ill +, T _'- ," .,ter ,, - LLI' -'8,.,,'sP. ;WA i.. : = fV I i a, ,— -� ,: I— ++� _ -� © SPEAKER, SEE AV _ All ihF3•� ;T ':1d1C1k :.' IIR ti, t I 4'� 'f�1 � 3F� I . ' I — — . . . -7.7-. ■i' Wim; :: _ _ f— — ,+� ` :t ,- III ':, ; _ 05 • - = TRACK LIGHTING FIXTURE 21 '-•---_,-- h - j�'5 - - I *- A562 �;;" _ I = I = I = U i _ A302 Cl KE S>P � '' � 1• '• - I - - I = _ I I = w ;� .;,-i L ,';' FIRE STROBE FIXTURES �` E =EQ= EQ::' EQS • 1 r yip - Via' Q` '' -_ - 1 It-4C - , '-' � - ---_.. �—�.�- 3' 11� Y �: 0 0 *0) . ..-o= k �, - Q21J_ •'f i I ^ F5 FIRE SPRINKLER `_� l _ I _� 7. 05 Vit. - a . I "� _ '�• ter:. .— - ,:i.:•',..::::. _ - - j� 1 s 'ti - _ N - _ •• _ A562 - - F– d C �"�"3 r f;�c'=ter - _ _ I , .'M !` 0 cv w �Ik� ``, r �: i, ,!: r _I ; Ste•- y_ J - N Sp SMOKE DETECTOR ' '. \.-. - �4 ',,-t` 1 _ r '�• _ • - •••a-- 's:_+ _CO • [ •4_ - - -- 1 - - - 2 1111111 k • II • -II ' `-:• :� , •lr,;„_ - _ ':° ;,. ,` . :,, __ 126 ll_ '- ` - �' .+' `1a 4'►'• }i`!' �_ a "r -' _ _ \ BASKET BALL HOOP, (Q� EXIT SIGN �' :u ' '' I = ' _ -- ` WALL MOUNTED _ mow - _ _ ;-I''-:-' Nil' ` I _.= 1 - , cm - '1': 'yt, r ; �'•. _ I �,' 1 - 4_ _i- CEILING FAN ,)) ] "EniSO `� .. r I : II I," , I , "igu�.". ini..u.n.,r .. i'llisr, 2' I „Il,an'I Ii"�i �.' ��r I� Q -0- , k- Q MO _ d — © I RS 2 Rs-2 R5.2 s'-s" a'- o" / 8'-4" / s'-81 / 14' 11°' / 14' 11" �� CI CEILING AND ELEVATION TAG _ 1 N / I / • 1 09/25/17 ADDENDUM 1 FILTER, SEE MECH sr I I I - I •� CEILING TYPE I 1 c 7 MARK DATE DESCRIPTION EXTERIOR GLULAM BEAMS, SEE STRUCTURAL. FINISH TO f 10'-0"A.F.F. 1 I MATCH WOOD SIDING ‘� ELEVATION QUALIFIER Issued: 08/28/2017 I I I N (RELATIVE OR ABSOLUTE ) N. CEILING HEIGHT Scale: As indicated \ POINT OF ELEVATION 1 35'-0" If 8'- 1" , 33'-0318" ,e 12'-6112" '� 7'-5112" L 7'- 1" 'r 20'- 5112" L 12' 6 1/2" ,I o•4> Copyright 16013 1 ED ® CI) (3 (3 ( (3 (3 1 PERMIT SET FIRST FLOOR REFLECTED 0 01 FIRST FLOOR REFLECTED CEILING PLAN •si- 1 118" = 1'-0" CEILING PLAN H 1` O A1 51N N N 50 I 40 I 30 I 20 1 10 I 0 I 50 1 40 1 30 1 20 I 10 I 0 CEILING PLAN NOTES 1. REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. 2. REFERENCE A-002 FOR ALL FLOOR, WALL AND ROOF TYPES. Cati- ® ® ® ® 3. REFERENCE A-003 FOR CEILING ASSEMBLY TYPES,WALL AND CEILING 12'-6 112" 7' 5 112" 7' 1" 20' 5 112" 12' 6 1/2" ASSEMBLY DETAILS AND TOP OF WALL CONDITION KEY. .e �� ie it / /r 6 4. REFER TO FINISH SCHEDULE FOR FINISH NOTES AT EXPOSED CEILINGS. 6 B3RA 21 11 1 5. DO NOT FASTEN DIRECTLY TO PLYWOOD ROOF SHEATHING TO AVOID I A301 I A301 I f A301 I PENETRATING ROOF AIRNAPOR BARRIER. SEE SHEET A003 FOR TOP CHORD JOIST BLOCKING DETAILS. 6. UNLESS NOTED OTHERWISE, DO NOT PAINT EXPOSED STRUCTURAL 6'- 3718" 5'- 0" 5'-6" 5'-0" 5'-0" / , , X STEEL,TRUSSES, JOISTS, DUCTWORK, MECHANICAL AND SPRINKLER — _ I _ J I PIPING, ELECTRICAL CONDUIT AND THEIR SUPPORT SYSTEMS. Bora Architects, Inc. A1111 �1I I _ I MINN M ,� - ` A 7. SEE PLUMBING FOR SPRINKLER LAYOUT. VERIFY FINAL PLACEMENT 720 SW Washington, Suite 800 I( WITH FIRE MARSHALL APPROVED SPRINKLER DRAWINGS. HEAD Portland, Oregon 97205 _ 1 -r - -- ;�I. '--,,-- --.. ---0— -ILS. r PLACEMENT IS TO BE SYMMETRICAL WITHIN SPACES WHEN POSSIBLE AND 503.226.1575 �� v r \�� _�� CENTERED WITHIN CEILING TILES. 1 �' I '.•.�- s _ ,, ,,' ,. . „- 1-t:- I I '' . -'„ ‘' '=-` ' -" :'� _ 8. ALIGN LIGHT FIXTURES, SPEAKERS, SMOKE DETECTORS, SPRINKLER www.bora.co ...1.� I = �`�'' '•,,b• •r': - HEADS AND OTHER DEVICES AS INDICATED ON THE DRAWINGS. VERIFY . . \ Q _ - i , :1'" � _, •�' �: '" ' a 1 -,: - �' r PLACEMENT WITH ARCHITECT FOR DEVICES AND FIXTURES NOT SHOWN. iv ".�{-:- ': ]]a//ryryI�ryM1'//`'�,J1A+�t L�CT�i)• ©E �,' 9. IN MECHANICAL AND JANITORIAL SPACES, LIGHT FIXTURES TO BE 1- • :_._...1., - - • • ,-'•y - •.'- ,_ LOCATED BY CONTRACTOR IN COORDINATION WITH ALL EQUIPMENT. 10.ALL CEILINGS ARE OPEN TO STRUCTURE UNLESS OTHERWISE NOTED. ALL EAVE/RAKE SOFFITS - •,. -: _ - . ..-;••'. - ' NII TO BE TYPE S01 "-.-• _--_ _ _ ,.\.•;'- , .. :.�, '•_>•'• :_.- .:;_ .F' - _ _-r" � � _ :'":_:"`:`� ; ;Y'.' M-, 11. ALL EAVE/RAKE SOFFIT TO BE TYPE 501. MITER WOOD SIDING AT I N I `. 'r,` _ t. elt - . I CORNERS. 67• '''>:'::-". ,-�• 1' ' 12. SEE 261A562 FOR DETAILS REGARDING SCRIM FACED BATTS.WHERE _ +` `°s:" .! . 1 BATTS OCCUR, ALIGN WITH EDGE OF STRUCTURE UNLESS NOTED - -_. K._ _-_ s."; •,. _ :..•-;,: 2 4 OTHERWISE. CHANI►�'1. _ iii 5 I �� ' 1'-0"'' — 13. SEE 51A562 FOR TYPICAL SOFFIT TRANSITION, UNLESS NOTED 5 ---- .. ,. .. .. .. .. .. ., •I , OTHERWISE. 1 05 - _ ,: ,___ 05 A302 59 ,j a.. }..li o - -I,:;: ��- ao A562 STAIR1 a i m f 7 9 ...0.., 0 /3......E,.,......,:::,..: :F I CEILING LEGEND ® — — - ,. �. - � � I . �, 202. ►�r�` . . ....,..„(s) N ....:- ',..-".1 :. ---, ; ,.'- .: ..7--- '7. ^ — ''4. * , -I. EQ EQ' a ' 'q } •• ' CEILING TYPE GRAPHICS 1 EQ -.. . - . EQ. • V v OY. '•_' S • • •G �' 71% ' _� • GYPSUM BOARD 1 PLASTER •. 1-,' •1716,-.: ..-:.:: - . , _ _,_ ._, ._ • . . . ... ._ s .._ - o `. : . I- • '' • 1;e- kCCESSP _ • _, . , _ -M= ' ' ' ' 1:1 I" ill C • � � _ _� . — I 1 I' WOOD E AR • 7/.• 2"A:FF: _ ' A562) SCRIM FACED BATT C, CHRISTOPH = �' _ _diliih.. INSULATION PINNED TO THE ■ 0 LINN a A302 b') .Y _ 1 � —5D ~,L ;}f `� • -'. .-;•••'',::',•:,;', ;• = ,iV •''_•,.-:_:,- •-.'_•::a '' STRUCTURE ABOVE CEILING. 114 r-`208'. 1 1 t 111 _ : .. w _ RS �. 1' N CLG MTD VRF, SEE E1 n I _ � a k L II 1 Q }. . / i 'ACOUSTICAL CEILING TILE �� MECH :31'_'011 41-611 =LEI . ,F_' ;_ .-;_ I; T ` _. 7 0 Ii 2 6 I I 1 Q Ir a,' ' +_s' '-';',1:-.:• :;:;:-.., .:.•,-, !•: .Y' _ hc".:, OF O 1� 7-05- 7'-2"A.F.F. • / 1 1` "t_' F v I , A56 , , K-_ r:• 1i1. Irl+ C,_ _2 O 0,,. 45 r 7 -0 4 -2 " �3'-0 N r,,o ,. 2X WOOD DECKING, FINISH TO �K_ - 1 RS- MATCH WOOD SIDING 4 �I ( C ) .%I~Y: - - A5621 : _ _ : � 4 \ �'] ((77 :'tom, �% • Q I .t 1-•, .":•:-._..: r F .. _ d --- `_\ 9EQ r 1 E EQ — _ ..;� !; r-�--,4-1'C- , - • -•-';',.--•' ._ - LIGHTING AND EQUIPMENT SYMBOLS -a 1 ■I- ALIGN ;07 : - _ W - IIMiI \..... ... .I/: .' . N RS-1 2X4 LIGHTING, SEE ELECT. CLGMTDVRFSEE ... SIi, 'li I ; +� C MECH a �� eL] - �' •I +`4' � •,Y' � ; , . �I� '4'1 _ I ,_ ` Jf+1} y 1 ' 2X2 LIGHTING. SEE ELECT. 9';LT A: _f:. • '.9'-.0":AF.F:• 05 `° 1 D — — = : .�. .- A562 �, — __ -- ' \` D 0 DOWNLIGHT, SEE ELECT. iime \ .III; _... .I II I 3 • --� 7 PENDANT LIGHT, SEE N I . 1 210 II I 2o9 _-B II II#I 1 I l ._ �'' 0• ELECT. A302 C RCULATION BALCONY ■ ..... �, I I I M I1:11 III — .....,_ Q� o 1 n — toil I SII • ( � PENDANT LIGHT, SEE (im) _II, I — i'=. 1., 11 �J ELECT. E — N_ ---� I ' _.�� 1 _ u - E -�_,•::- ..-i':',:• � t ti .:-' .-,; I•_ -_ ,.;,y + — I1 0SURFACE MOUNTED - �� ` ! "��.sIII l` _Y '�:ilrW EEE II II LIGHT, SEE ELECT. 1 _-— ,- -. ,•_: i _ /221 _•_ 1.:—_ _ } _ '1 7••,.`:- - �L I1 . O 1C C- ® •'.-.'; _....---, "r-1 ...,:4.1,;=2. -. -. .:-,' •.;-7-.1 1 •::-''. ; ,--Z.,, -,',''';;;L liiiimo'-';--; -i:. •-•.. :!'-- -:r:; -i:,:::. ' I " I �. I' - •:;:v', _(, ��_- - STRIP LIGHTING, SEE ELECT. , :-,:', 0 1 R � .,•:.,, ,•-_••-i.r ,..�.c- L._._1 40 �41.4 � a IT T I WALL MOUNTED LIGHTING. r ----- _,._ ti-; ::..:,,,,. ... 1 :•::,rc: ;, • •r;�' _:_,� . _ _ -",? - 'rI i � � I� • _ � � � SEE ELECT. r _ �` = _ ] EXHAUST 0 31 32 ` .' '-'-'-'-,-".:--:-.•Y% ` ■ N TYPICAL MECHANICAL O CU A301 A301 = - q, - �-' - - 3 '- . {�" W X / GRILLES 3 O N ` to- 'f, -'-' ~- 1- ,' � '- __,. _ ., -'i_ '_,_ s._. , I SUPPLY RETURN r I - '�' .:, r„r,' _ - -:� - r'F ,, - ••_c' '..�)I_ _, o- - iii i. i. �.%: �.,;' - A ::::: PANEL, SEE MECH \,. i ,, = F1r :• �'. .... _� .��•_ _; � _. ,, co N '� i 5 '; ,• ~-•. Y ~: �'` ' ' ±''' 11 r - •..q r-' -- _ _ci E. — L I — I� �- FrrYr • • I ■ MOUNTED _� O1 0 \— - - - - - - - _ ”•>' �;; ,_.' - -. =.: .=•�I I - — — - 0 PROJECTOR, SEE AV /.�� I1 CO `• )r ~ , s 1.h , 11 \V _ 7:• .'%•,7 ,r r .•i —rr� • ye. '•� 11Ci Ct ,tali �, :,_: ' }` �• CEILING MOUNTED I - -;�i -' __ _T_` _ _c, •,,-1 tifir, I PROJECTION SCREEN.ZO i I ii�1. - ~ -:_•,-;, _ SEE AV I"" V� 1 1 �0 x':•k � IRI `• r• r-- � I A302 N _ m• W -- -, _ � —�' ZA I �' Ca {IQ iv m _ _ il �- ` cNJ r I ROLLER WINDOW SHADE T _ J., `f-1 „,I_6;. •' • r .Q': 'd• _ `.q •-.',;:,- _ •— CI 0 • - - -''.- °- - 1; ' _ - - - -• s _ - "' CO �-r� - I rEct 1. 1. 0 SPEAKER, SEE AV 0 \-- _ _ _ — 0'� 5'- 8" J 7- 2'-8./ie 5'- 1" - 'p p pl TRACK LIGHTING FIXTURE KJ �p" I 1'-9'' 2'- 8'' I2'-8"J I -2'- 9" I --2'- 10" V I I f) II 21FIRE STROBE FIXTURES A302 SEE 1 1 A151 FOR FIRST FLOOR RCP THIS AREA SFS FIRE SPRINKLER I I I I I 1 SSD SMOKE DETECTOR 1 2 N - N E EXIT SIGN 2 I I I I I I I > --' CEILING FAN 0 \-- — — — — — — _ - _( •— — — — — I — — — I — — 1� — 0 CEILING AND ELEVATION TAG 011 � � [{11 il I 11 i III 1jilii 111 11[1_11 II 1« 11111i I1�lI III 1 11 ,1 1 III 11 1111 .11 II 1 11111111_ ., 111 III 1 I ILI 1111 CEILING TYPE 1 09/25/17 ADDENDUM 1 1 I I I I I I I DESCRIPTION cx f 10' 0"A.F.F. MARK DATE — `7ELEVATION QUALIFIER (RELATIVE OR ABSOLUTE ) Issued: 08/28/2017 CEILING HEIGHT I I I I I I I I POINT OF ELEVATION Scale: As indicated 35'-0" 8'- 1" 33'-0318" 12'-6112" 7' - 5112" 7'- 1" 20'-5112" 12' -6112" CCO ® ® C7) Copyright 16013 1 (-3) itt) ® ® ® 1 PERMIT SET 2 SECOND FLOOR REFLECTED 0 0 02 SECOND FLOOR REFLECTED CEILING PLAN 1 , CEILING PLAN ('Ni118„ _- 1 0„ E A1 52N N N 1 50 I 40 1 30 1 20 I 10 I 0 I 50 I 40 I 30 I 20 I 10 1 0 SIDING-CENTER FULL SIDING AND ROOF PANELS FROM CENTER OF WALL, REMAINDER AT CORNERS/EDGES C-I9 s 0 74) EQ EQ de 1 11 21 A301 A301 A301 2 I 3 4 6 A351 I A351 A351 6 BORA {/ y_/ ROOF — A_ K m Y Irl---It-_-.,...,,_� _".,-®---1f .. r o u A 132' - 011 SEAMLTYP STALADING II i i I i i Bora Architects, Inc. 3" DS I - - - 1 METAL-FRAMED SKYLIGHT SYS 720 SW Washington, 1-------4-1---� -- -1--- Suite 800 I . I Portland, Oregon 97205 L /FIBER-CEMENTi SIDING W9 \ I 503.226.1575 cp 7\\ / / iZ'/- www.bora.co . ! I SECOND FLOOR — IL. 114' - 0" = 1 FIBER-CEMENT SIDING I ' _ • I ' + rr 15 \ s�s ( s / I — n' A504 41 s I I \ / ir 4 -----' TYP A501 7 \ / i 40 . OPEN TO --_______10,00.— FIRST , -- 1 50 I 40 I 30 I 20 I 10 1 0 I 011021 0 A302 A302 4 A352 EQ / EQ �� SIDING-CENTER FULI. PANEL 6 SIDING- LESS THAN FULL 6 BO -11A PANEL AT CORNERS ~`� PHOTOVOLTAICS, SEE i. 42 ~� ELECTRICAL A501 TYP • �� i `��_ SECOND FLOOR 3" DS 114' - 0" SUNSHADE Bora Architects, Inc. 720 SW Washington, Suite 800 o I Portland, Oregon 97205 1503.226.1575 11 1 -.— FENCE, SEE LANDSCAPE www.bora.co -- N. I_,_.- — ----,------.------ - --- FIRST FLOOR — FIBER-CEMENT SING 1O EXTERIOR ELEVATION - WEST 1/8" = 1'-0" 5 5 1 12 22 A A302 (13) 0 A302 D A3020 0 011 1 2 A352 1 A352 A352 ROOF ,,,— — — 132' - p.. SIDING- LAYOUT WITH FULL - - �� DOOR CANOPY PANEL AT CORNER — �` �� 141A501 PHOTOVOLTAICS, SEE �"" <Nik � 1 1 ! '4111111111111A � ELECTRICAL �� ___ � 111.11.11"1111.11ftwaimmo----------.. i OD A Ro d i I �� 4 CHRISI�OPH ' " 42 • LINN a 0 0 ® 0 0 0 3" DS, DAYLIGHT 4"ABOVE ROOF ^�J 21 f A501 TYP { A501 TYP 10,171 IP �� SECOND FLOOR L !`� ! I n ! I — 114' - 0" W12 W12 OF OIC 1 emsal 1____, L_ AZ 3„ DS t..> P xll � 11 � 11 y ��;, • ni7,1 a 5 I D I I , I .7 4 a SIDING- LAYOUT WITH FULL ❑ ❑ 4 ` • ,' PANEL AT CORNER - — `/ I I rev. ®\ 32 I 32 W10 . W10 A, e'ter , 0 C° 1.22 A501 \0 (33-"N\k7 15 ° ` IIA501TYP A501 \F IIi` �A50 f \ 0� A504 . IA . . . 1l �P . FIRST FLOOR �, — — FIRST FLOOR — --- ,� FIRST FLOOR 100' - 0" �- 100' - 0" !—"—"—!—) !� L WOOD SIDING DOOR, PAINT TO MATCH WOOD SIDING 100' - 0" FIBER-CEMENT SIDING—/ 13 15 A202L A202 J / 1 4D ♦la EXTERIOR ELEVATION - EXTERIOR ELEVATION - EXTERIOR ELEVATION - EXTERIOR ELEVATION - EXTERIOR ELEVATION - 16 NORTH ENTRY - SOUTH 15 NORTH ENTRY - WEST 14 WEST ENTRY - SOUTH 13 WEST ENTRY - WEST 12 WEST ENTRY - NORTH 11 EXTERIOR ELEVATION - WEST •'-- O 1/8" = 1'-0" O 1/8" = 1'-0" 0 1/8" = 1,-0" (;-;)1 1/8" = 1'-0" 0 1/8" = 1-0" 1/8" = 1 -0 0 C SIDING -CENTER FULL PANEL 0 dr EQ '/ EQ • U_ }+ 0 0 0 0 crs 52 c.) 32 0 A301 313 8 (i 3 3 A352 1,301 O METAL C3 L ct ,_...,/r STANDING SEAM, Cl) E ' • TYP, MP-1 .4---,c E N .. L N. ca = O, 42 7/5 CU 0 Ce A501 TY L1 ,. I— = O I I , SECOND FLOOR 114 - 0 L ► W8 PANELSIDINATCORNERS; LESS THAN FULL CO M I ( I J I ! l i I ! I I I I 1 � •"' CPO •� I I - co N CO 4w7 �' = 0 lI / 1 . 1 \ 1 , , FIRST FLOOR S_ • 100' - 0" LIGHT FIXTURE, SEE ELECTRICAL EXTERIOR ELEVATION - NORTH 2 21 1/8" = 11-0" 2 MARK DATE DESCRIPTION — — Issued: 08/28/2017 Scale: 1/811 = 1'-0" Copyright 16013 1 1 PERMIT SET Q N 6 EXTERIOR ELEVATIONS 9 N O N A2O2 In N 50 I 40 I 30 I 20 I 10 I 0 1 50 I 40 I 30 I 20 I 10 1 0 1 6 6 0 /- CLOCK, SEE ELECTRICAL DIFFUSER, SEE $ SIGNAGE, SEE SCHEDULE CO GI 6 MECHANICAL 6 / 4/ EQ / 4' -0" // 4' 0' 4 0" /s EQ I( LIGHT FIXTURE, SEE PTD COLUMN, P-9 1' 0" 1'-0" ELECTRICAL 171-7- i . .. . : . 0 _ , iii L i \ ,,, _ % % ,,,,, ,,,,,,, ,,,. /_\ ,,,,, , _11 . .. \., ,.., .,.. , I % i % % _ 1 ...MI s- EQ EQ 12 / \ / I. / 6 ,,, / \ 6 BORA A561 / \ / • / • o \ I / •• 1 OPEN if — � /� • r : ,e- BEYOND WP-1 WP-1 ip i WP - o WP-1 21 WP 1 WP 1 • � o WP 1 WP-1 \` i • . A �� A561 \ (A-°7-1 561 J , I • \ / / - i • `�\ i Bora Architects, Inc. / -ate I 720 SW Washington, Suite 800 /11 - SIGNAGE, SEE SCHEDULE 42� W FLAT PANEL DISPLAY, OFCI P 1 EQjr EQ AEQ EQ WP-1CO \ WP 1- SIGNAGE, SEE SCHEDULE- G Portland, Oregon 97205 A551 42 / SIGNAGE, SEE SCHEDULE 503.226.1575 A561 C SIGNAGE, SEE SCHEDULE TYP www.bora.co --- O FLEX CLASROOM 1 - WEST FLEX CLASSROOM 1 - SOUTH O 116CIRC ! NORTH 2 ® 116 CIRC 11 EAST 2 116CiRC ' SOUTH 2 116 CIRC ! WEST 2 O ENTRY VESTIBULE - SOUTH C ENTRY VESTIBULE - WEST CC ENTRY VESTIBULE - NORTH 10 ENTRY VESTIBULE - EAST — 114 - 1 0 1/4" = 1 -0 114 = 1 -0 1/4 - 1 -0 1/4" = 1 -0 1/4" = 1 -0 1/4" = 1 -0 1/4" = 1 -0 114 = 1 -0 1/4" = 1 -0 6 6 6 B 0 D 0 6 0 SEMI RECESSED AED CABINET -- SIGNAGE, SEE SCHEDULE FLAT PANEL DISPLAY, OFCI -- SIGNAGE. SEE SCHEDULE - - - I I I I I i I I Ii 1 1 1 1 1 1 1 1 1 1 1 1111111111111111111111111111 [J\ ' 11 1=•••• EQ EQ \\ ir / // - SIGNAGE, SEE SCHEDULE 1 I 1 \ LIGHT FIXTURE, SEE1 ' \ / H - \C 5 ELECTRICAL N. / c).-3----\\ 14 ' ' \ /=ij _ -.��-_-== _J ❑ \ / 065 A565 14 ` ' \ - 1111 IDE f--;"-=-I N. / (A56) OPEN OPEN FULL HEIGHT WP-1 .e. , r N. / TO TO AND ON SIDE - / \\ 52 TYPL \ I \ I -- ' WALLS.;1�1�1\ \ \ / / FEC 1 (5.!`\ BEYOND BEYOND �1 CT-1 1� in \ \ A561 I • N / A565 TYP Q ' l \ - �� e�■ : o OPEN / \ 1� — \ I r- I BEYOND / / N A561 ` TYP�32- 21 + 31 - A561 \ 561 \•• i// WP-1 21 WP-1 WP-1 WP-1 WP-1 WP-1 / / 34 \ \ �_1 \ A565 WP-1 561 _WP-1 WP-1 /' WP-1 WP-1 WP-1 10,1111 __ `� A561 / A561 \ �I WP-1 WP 1 I \ \ _ till _ - --� I , , .110— ,-, TYP T • I / ,,r I 111111 - _ r • WP 1 4 WP 1 42 - WP-1 EQ EQ WP-1 TYCI:2 p _dif EQoir EQLL 11 EQ EQ EQ EQ INTO EQ EQ EQ EQ WP-1CONTINUE PLUMBING DRINKING FOUNTAIN, SEE �� IGNAGE. SEE SCHEDULEA565 / ie dr ALCOVE Ie Ie de ,r 52� ��g �� A561 / TYp 61 (456,2,1 � CHRISTO ' 11 LOBBY i-NORTH 12 116 CIRC 1 NORTH 3 10 116 CIRC ' EAST 3 14 116 CIRC ± SOUTH 3 ® 116 CIRC ' WEST 3 16 LOBBY & CIRC - EAST 17 LOBBY ' SOUTH 114 = 1 Q , LINj _ O"f �' M � • ice, 1r GI B OF0-% ' C2-5-.. ,- SOLID WD TRIM TO LIGHT FIXTURE, SEE SIGNAGE, SEE SCHEDULE LIGHT FIXTURE, SEE LIGHT FIXTURE, SEE 61 4 / EXTEND TO STRUCTURE ELECTRICAL f / r I ELECTRICAL ELECTRICAL LIGHT FIXTURE, SEE / f ELECTRICAL 4 11 1111111111 11111111 ' i11ill 11 ! Ill 11i iiiiiiiiiiiiiitiiiii iliillillli ! B 25 EQ EQ EQEQ A561 / // / / ALIGN I e� 25 21�/ EQ EQ TYP (-52 EQ EQ - r 2'-6" A561 TYP A561 II / i/ ) A561 / , , t,.. _ .. _ ..... 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SEE 0 8r W Ic ELECTRICAL ELECTRICAL 2 0" 7'- 5E 11 CLOCK, SEE ELECTRICAL N _ / PROJECTION SCREEN DIFFUSER, SEE/ N CLOCK, SEE ELECTRICAL / / MECHANICAL L \ _ 12 Ir 0 Q1 I/ 7 \/ , \ \ 1 0 IIIIII ! IIIII [ TV Ca fa d d d ti '' r� r� r� u r� u e d id I I I�� 35 L (/) LIGHT FIXTURE, SEE 1 2 -2 24 EQ EQ 8' 0" A561 E 15 /f y EQ EQ \ A565 ' FIT TO WIDTH / ELECTRICALCO A561i /i �! _ de i ALIGN4'_0 4 _D" // 0 i- 0 a) i— t 'TT ' , L 11' %� / 17 j /9 ' 4 i b, ti , / /1/ _ -�-� \ / I 0'I ! I I Li t rt 1II --I----`1 24 `� • il \. 1 :: :, ,/,/ / A565 OPEN T �'`� TBS \ // • • \ /14 -- -- /7- - / ,:- .. : ,///0.: k_ ,...k . I l': ' t /.I : ,4 i 4; I / CTG-2 CTG-2 / TO - 43 , / ' / BEYOND • ' 35 - - - 6q ---- - _ `• / 7 _ , ' ;\ a / -- -- -- -/./ % j 24 ye'- / \ •v i�l ' \ / A565 SIM \ I 25 • , �" //://441 ./// , / /// ' .... L- -�.�.�.�.� �.�. MB-1 MB-1- � — `. EQ 3' 10 112" 4'- 1 1/2" EQ I EQ 4'-0', 4'-0" EQ T EQ 4'- 0" 4'-0" EQ 4'- 0" 4'-OM"B-1- ./2 ,� / /� / /� 1/) i L SWkTCH, SEE ELECTRICAL - DURESS PUSHBUTTON STATION, SEE ELECTRICAL SIGNAGE, SEE SCHEDULE 15 / / / / EQ , EQ , 4� SIGNAGE, SEE SCHEDULE A565 EQ EQ ' / A561 �,P fm 31 COMPUTER'-0 OMP 1TOER LOUNGE - WEST 32 1OMPUTOER LOUNGE - SOUTH 33 RE4CEPTIOON - SOUTH 34 RECEPTION-0 ECEPTIOON - WEST 1/4" = 8 / \ / / / \ / / MARK DATE DESCRIPTION FINISH LEGEND INTERIOR ELEVATION NOTES Issued: 08/28/2017 Li C El oil d El G fil p Li ti C C El C L-1 1. REFER TO ACCESSORY MOUNTING HEIGHTS DRAWING ON SHEET A661 8. AT ACCESSIBLE SINKS, EXTEND FLOOR FINISH AND WALL BASE UNDER Scale: As indicated 15 / FOR PLACEMENT OF TYPICAL EQUIPMENT AND ACCESSORIES. BASE CABINET, WRAP WALL BASE ON THREE SIDES. ~-~-� I.�rs-�� I.��.��-.-_ � .- A561 L MB , MARKER BOARD 9. EDGE BAND WOOD VENEER PANELS UNLESS OTHERWISE NOTED. TYP 2. REFER TO INTERIOR DOOR& RELITE SCHEDULE SHEET. 1/ j _ 7 % / 3. VERIFY DIMENSIONS IN AREAS TO RECEIVE CASEWORK,ARCHITECTURAL 10. PAINT METAL LOUVERS, MECHANICAL GRILLES AND EXPOSED DUCTS // ( / j WP, WOOD PANEL TO MATCH ADJACENT WALL, UNLESS OTHERWISE NOTED. `� / /kk WOODWORK OR WALL MOUNTED PANELS. COORDINATE WITH I I I I I I I I I ELECTRICAL, FIRE PROTECTION AND OTHER DEVICES. NOTIFY ARCHITECT 11. SEE RCP'S FOR WINDOW COVERING LOCATIONS. \� I I I I I I I I I OF ANY UNRESOLVED CONFLICTS. r_- : + : < �\ 11 I I I I I I 1 I 1 I METAL PEG BOARD 12. SEE FLOOR PLANS FOR CORNER GUARD LOCATIONS. _ _ _ 4. DIMENSIONS ARE SHOWN TO DIMENSION POINT(DIM. PT.)OF Copyright 16013 1 //, ), ... _... , , _ .. _ ,' " ` r' �'T REFERENCED DETAIL, WHERE APPLICABLE. 13. SEE A562 FOR GENERAL TILE DETAILS, INCLUDING TYPICAL WALL TILE : 1 i , 5. LIGHT FIXTURE DIMENSIONS ARE TO BOTTOM OF FIXTURE, MAINTAIN LAYOUT POINTS AND TILE PATTERN LAYOUT. PERMIT SET �• / __ TB, TACKBOARD CONSISTENT HEIGHT OF LIGHT FIXTURES, UNLESS OTHERWISE NOTED. 14.WHERE MIRRORS, DEVICES OR OTHER WALL MTD ACCESSORIES Q I — '---- ---- STRADDLE TILE, PROVIDE PTD PLYWOOD BACKING TO CREATE A FLUSH n - 6. ALIGN MATERIAL, CONTROL& EXPANSION JOINTS VERTICALLY AND TRANSITION TO TILE. 4' 0" ALIGN ALIGNJ" ALIGNJjr, dle n HORIZONTALLY WITH ADJACENT WALL, DOOR, RELITE AND LOUVER HEAD 1 FIRST FLOOR INTERIOR m j/ 42 ji, EQ 4'-0" 4'-0" EQ ' EQ 4 -0 _ 4 -0 EQ — — CT, CERAMIC TILE JAMB 1 SILL JOINTS AS INDICATED ON DRAWINGS. VERIFY DIMENSIONS WITH A561 / / '^ DETAIL CONDITIONS. 15. DO NOT FASTEN DIRECTLY TO PLYWOOD ROOF SHEATHING TO AVOID ELEVATIONS PENETRATING ROOF AIRNAPOR BARRIER. SEE SHEET A003 FOR TOP r` TYP 7. PROVIDE ONE ADJUSTABLE SHELF AT ALL BASE CABINETS, EXCEPT CHORD JOIST BLOCKING DETAILS. N41 COMPUTER LOUNGE - EAST cm 42 COMPUTER LOUNGE - NORTH CABINETS UNDER SINKS, UNLESS OTHERWISE NOTED. 16. FOR ALL WALL MOUNTED ITEMS, SEE 6/A563 FOR TYPICAL BLOCKING 114" = 1'-0" 114" = 11-0" A251 LO REQUIREMENTS. 00 I 50 I 40 I 30 I 20 I 10 1 0 1 50 I 40 I 30 I 20 I 10 I 0 0 DIFFUSER,SEE 0 / 1 MECHANICAL 11'-8" I I CLOCK, SEE ELECTRICAL 11111PAILVAlapp. a a d d d I a I a a I I I I r 6 b BORA . . ----- - n n n 11 iii III III n n n _ - -- TWLMOTED PROJECTOR, OFCI 8'-0" 3'-0" 2'-0" 2'-0" 46 / �� .e 38 46 ces. I I 36 CZ-9 W ` PROJECTION SCREEN Bora Architects, Inc. �� A5fi3A563 TYP1- I I 720 SW Washington, Suite 800 A563 SIMPA563 TYPTYP Ei 0 (--3-6-'\ P SIM EQ EQ _-_. a _ --- I D o� Y! ' ' ' ' Portland Oregon 97205 2'-6" 2'-6" 2'-0' 3'-0" 2'-6" 2'-6" 2'-6" 3'-0" 2'-0" 2'-6" 2'-6" 2'-0" A5fi3 , 3'-0 2 -0 2 -6 2 -6 3'-0 -.---- - I ' '� 1 1 1 '� '� '� '� 1 1 ' 1 1 "� '� 1 '� a N ,r :� I r- " 503.226.1575 RS 3 g \ % \ o I r`'', www.bora.co _ � c' 1 ' O I ,t - 22 i ' a o l '. i 4---- I '''-,Lvi' I I./" ' I- I - `� 34 12 I I - I I Y I I I,-'t I I, MB-2-SLIDING MB IN FRONT OF CASEWORK k \ o A563 A563 A563 ` 0 c, r O , , SO-1,-OFCI, N Q SD-1, qF�,� a L. , SD-1, OFCI n PTD-2, OF 5D-1, OFCII ,, I , PTD-2, OFCI / 0 T PTC-2, OFCI .1 ..] S� �_ _ TYP TYP m�� -AilI nne PTD-2 OFCI SD-1, OFCI nnl�� TD-2. OFCI '-; _ i , u p ,4 4-_41 - ,--Ijil ll-- - '' "-- a - N cn - _ z ',t,, FEC-1 - co o 18" L 18" 30" 30" i, 36" 24" 24" Q l 27" 24" 24" g, 36" I 24" jr 30"- 30" jr 36" Jr 24" jr 24" L 24" 24" N ALL CABINETS 2'-6" 2'-6" 2'-0" 3'-0" 2'-6" jr 2'-6" 2'-fi" 3' 0" 2'-0" 2'-6" 2'-6" Q 'I 1 01 U30" 30" 30" 30" 30" 30" 30" 30" 30" THIS WALL PL-2. ddi, 61 ► ,1 SWITCH, SEE ELECTRICAL m01 ,I ,� ,� ,� r PROVIDE FALSE 13 44 54 e2i,--- (---.1.--2---. 54 C11_3) / 44� 5141SIGNAGE, SEE SCHEDULC TO CONCEAL A563 A563 A563 3 563 TYP TYP 54 / 44 03 BASE CABINET (--0- c,44, 563 A563 q56�12 03 445A563 TYP 563 EL-6 A563 �,p A563 A563 PLUMBING, SEE TYP TYP TYPA564 A564 5 QSCIENCE -- EAST O SCIENCE - NORTH PLUMBING Q SCIENCE - SOUTH 0 SCIENCE - WEST 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" P-5 AT ALL PTD 0 CONTROL JOINT,ALIGN WITH WINDOWS, TYP O Ci I SURFACACOVES IN0 LIGHT FIXTURE, SEE ELECTRICAL SIGNAGE, SEE SCHEDULE i 0 I 1 I I I I \,NI I I I I I Ii 1 4,FID ASC I f 1 I \ CHRISTOPH 1 / ' LIMN a 1 52 r \1/4A561 % % f FEC-1 A561 , 1 �+ LIGHT FIXTURE, SEE 7---; \ TYP . EQ /� EG2 EQ �� EQ y ` j 1 W�,_1 / TYP 8'-0" Ogc`? EQ EQ 1 I '41 1 / � OF ' ELECTRICAL `A56� J / ' I OPEN 1 �' • �� —,— 1 TO 4 -__-- ---_ -1 - - ~~ .��_-_._ - -I BEYOND OPEN 4 ' f ,1 TO BEYOND WP-1 WP-1.It WP-1 ' 1 32 I 1 NOV (5,561 j . / ' o WP-1 WP-1 , 1 rf \I AP-1 in % I I % % I % % ! \ / 1 — 1 8"TYP WP-1 (2_33_1) 5CTG-1 24 . WP-1 TYP 55 - y 561 WP-1 Q WP-1 WP-1 WP-1 WP-1 I WP-1 r / AS61 1 'i 'I - WP-1 11 � A565 4_ , f ` / TYP 1 l I I c--)3 565 \\K AP-1co 32 \/ / T1Tr561 \ \ o / \ cfl CD ' WP-1 WP-1 WP-1 WP-1 A561 �ylp_1 WP 1 isa I 1 f WP-1 ' WP-1 �+ I7 i 1 WP-1 I WP-1 `�' N— . N- \ / TY P . Y 1 • . %,. \ — ,,,_ __I _ jr, EQ EQ 42 EQ EQ EQ EQ EQjr EQL UPHOLSTERED VVP-1 / / 45 A561 42 EQ EQ BANQUETTE, VERTICAL EQ EQ 42 0 A561 LIGHT FIXTURE, SEE LIGHT FIXTURE, SEE I� /� .I -CHANNEL TUFTING AT / / I� 108 PHONE - EAST 108 PHONE - SOUTH 121 CIRCULATION - WEST CIRC - NORTH ELECTRICAL ELECTRICAL A561 TYP CIRC - SOUTH BACK ONLY A5fi1 TYP 11 1/4" = 1'-0" 12 1/4" = 1'-0" 13 1/4" = 1-0" 14 1/4" = 1P-0" ® 1/4" = 1-0" o 0 •_ 0 • • (113L CONTROL JOIN, ALIGN WITH WINDOWS, TYP0 0 o ` 1,_0„ 1'-6" -a o-r 3 "a 3 1 I 1 k + u 1 1 1 �a ` 1 1 / y DIFFUSER, SEE IV MECHANICAL V ce o gcr 4 61 Li SIGNAGE, SEE SCHEDULE (/) E V d d d d d d E .g _c N .... 4iik METAL PEG BOARD, ATTACH N TOP OF WP CO� s4. I\ WALL MTD SHORTCri a3 0CA El I THROW C5-2 ■-EAl L PROJECTOR, OFCI = Q561 CLOCK, SEE ELECTRICAL N w CD52 lQ EQ EQ \ \ EQ EQ EQ EQ \,,A261 `� TYP I i� 0 �� l J ,/ ,y ! TYP 10'_0" 0 �„ I EQ EQ y A IGNd,e `� ALI1.GN EQ I, '0 4'-0 , 1` 6/7 I. � /� EQLil I r PROJECTION SCREENI EQ ;. ^'- OO F^ " le_ tCENTERONSINK M I �! I 1 f I I _ I I �� 12 32� WP-1 WP-1 el WP-1 /WP-1 WP-1 WP-1565) WP-1 WP-1 WP-1 02 24 (02-. 561 , 7/7/ ��/ A561 I I 4 f ! I I I I 4,/// I _ A561 TYP I I I 1 1 1 1 1 1 I OA561 24 32 WTYP TYP PFE-1 A565NV A561TYP _ I 1 1 I 1 1 1WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 6518" T [' 1 1 I E� L P G OA 1 - O i % PTD-1, OFCI ' r�1 TYP 1 I M 1 1 1 WP-1 - : 1 ' 1 I =��' CTG-1 1 1 1 1 1 11 1 1a / oSD-1, CIFCI 1 I 1 I I II I 1 I . _ o, r , m D n 1111111II11111 - - SDI, OR.-.1 � • o ---I 2 -- -- - -- -_ - - - } WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 ////i WP_1 WP-1 A565 \ / L► WP-1 WP-1 WP-1 7-32 c 2 4 _ �I -4 - - M 1 A561 V J / A ///11A SINK,/ 1, /::1,, SEE PLU BINWP-1 �` EQ EQ jr EQ , EQ EQ I, EQ AT RETURN WALL 4'-0" 4'-0" WP-1 WP-1 WP-1 EQ EQjt, EQ EQ 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" , 4� / ' • \ I� �( ,i,II42 A561TYP (I-4.--; 56V A561 TYP TYP 21 STEM LAOB'- NORTH 22 ST4EM LAB - EAST 23 STEM LAB - WEST 1/4" = EXIT SIGN, SEE ELECTRICAL METAL PEG BOARD, ATTACH ON TOP OF WP MARK DATE DESCRIPTION EINI FINISH LEGEND INTERIOR ELEVATION NOTES Issued: 08/28/2017 C52 Scale: As indicated A561 5'-0" j / , 1. REFER TO ACCESSORY MOUNTING HEIGHTS DRAWING ON SHEET A661 8. AT ACCESSIBLE SINKS, EXTEND FLOOR FINISH AND WALL BASE UNDER TYP / // // ,-/// / MB , MARKER BOARD FOR PLACEMENT OF TYPICAL EQUIPMENT AND ACCESSORIES. BASE CABINET,WRAP WALL BASE ON THREE SIDES. I I EXIt 1I 2. REFER TO INTERIOR DOOR & RECITE SCHEDULE SHEET. 9. EDGE BAND WOOD VENEER PANELS UNLESS OTHERWISE NOTED. Aft, I I I 10. PAINT METAL LOUVERS, MECHANICAL GRILLES AND EXPOSED DUCTS A561 \ I� \ 1 1 ' 1 1 , WP, WOOD PANEL 3. VERIFY DIMENSIONS IN AREAS TO RECEIVE CASEWORK,ARCHITECTURAL TO MATCH ADJACENT WALL, UNLESS OTHERWISE NOTED. WOODWORK OR WALL MOUNTED PANELS. COORDINATE WITH WP-1 WP_1 /,^• • 1 I 1 I 1 I 1 1 1 / '/.> WP-1 I I I I I I I I ELECTRICAL, FIRE PROTECTION AND OTHER DEVICES. NOTIFY ARCHITECT 11. SEE RCP'S FOR WINDOW COVERING LOCATIONS. l IL I I I 1 I I I I OF ANY UNRESOLVED CONFLICTS. 1 META_ISG IBOE},RCL Copyright 16013 I I I I ! 1 I 1 I I f I I I 1 1 METAL PEG BOARD 12.SEE FLOOR PLANS FOR CORNER GUARD LOCATIONS. I I I I I 1 I4. DIMENSIONS ARE SHOWN TO DIMENSION POINT(DIM. PT.)OF 1 ,' `\ mil REFERENCED DETAIL,WHERE APPLICABLE. 13.SEE A562 FOR GENERAL TILE DETAILS, INCLUDING TYPICAL WALL TILE PERMIT SET y _ 32 .____iLAYOUT POINTS AND TILE PATTERN LAYOUT. A561 •\ // TB, TACKBOARD 5. LIGHT FIXTURE DIMENSIONS ARE TO BOTTOM OF FIXTURE, MAINTAIN WP-1 WP-1 • / WP-1 WP-1 v WP-1 WP-1 .---- -__� CONSISTENT HEIGHT OF LIGHT FIXTURES, UNLESS OTHERWISE NOTED. 14.WHERE MIRRORS, DEVICES OR OTHER WALL MTD ACCESSORIES LO \ / _ 6. ALIGN MATERIAL, CONTROL S EXPANSION JOINTS VERTICALLY AND STRADDLE TILE, PROVIDE PTD PLYWOOD BACKING TO CREATE A FLUSH FIRST FLOOR INTERIOR 4— ' HORIZONTALLY WITH ADJACENT WALLL , DOOR, RECITE AND LOUVER HEAD 1 TRANSITION TO TILE. � - �1• _ CT, CERAMIC TILE JAMB I SILL JOINTS AS INDICATED ON DRAWINGS. VERIFY DIMENSIONS WITH ELEVATIONS PTD 1, OFCIL EQ EQ EQ EQ EQ #, EQ DETAIL CONDITIONS. 15. DO NOT FASTEN DIRECTLY TO PLYWOOD ROOF SHEATHING TO AVOID do, •42 �, PENETRATING ROOF AIRNAPOR BARRIER. SEE SHEET A003 FOR TOP E TYP 7. PROVIDE ONE ADJUSTABLE SHELF AT ALL BASE CABINETS, EXCEPT CHORD JOIST BLOCKING DETAILS. STEM LAB A252 - SOUTH A561 N7Th CABINETS UNDER SINKS, UNLESS OTHERWISE NOTED. 16. FOR ALL WALL MOUNTED ITEMS, SEE 61A563 FOR TYPICAL BLOCKING N 31 1/4" = 1'-0" REQUIREMENTS. 0o I 50 1 40 I 30 1 20 1 10 1 0 50 I 40 I 30 I 20 I 10 I 0 I 0 0 0 0 ALIGN CJ WITH FACE OF BALCONY 0/ DIFFUSER, SEE �_ I— MECHANICAL / EQ / EQ 6 N. / — _ 41 i iiih i 6 BORA \ / ` OPEN -- --- 'N.. _i __ \ / � TO ---- \ / AN __--- 22 --- BEYOND 22 / =N. / A570 -4111111\11111111°71 \ / — / N. / A Bora Architects, Inc. "OPENS ' TO 720 SW Washington, Suite 800 BEYOND A561 Oregon I I Portland, Ore on 97205 " N WP-1 VVP-1 WP-1 WP-1 WP-1 V+3-1 WP-1 WP-1I I 503.226.1575 / N. ' / N. www.bora.co \ " ' -- ALIGN CJ WITH — / N. \ ..--- wP_1 OPENING BELOW \ / \ \ / WP-1 WP-1c715t7j \� 52 26-.) EQ , EQ\ ' / 32 \A 3' yI/ \ , \ \ / TYP�56/ A561 TYP �56� ,I C-5-2-'-\ 561 /TYP EQ EQ EQ EQ EQ EQ �- / \ ,/ // �/ \ - 1 I 1 t I 1 I 1 I 1.1 1 ' El I 11 \ / �f \ �' WP-1 8,-0� WP-1 WP-1 WP-1 WP-1 7 ALIGN WITH G JARD RAIL SUPPORTS \ / ,' I� ` 1 'J1 ` 1 ' 1 f 1 11� \ V \ \ / / \ • - A561 N. / OPEN/ doh, 24 24 31 CT 1 41� �' I N. / TO _ a. A563 - 1/�P-1 24 N. V FEC-1- A565 A565 o I =ma 4.� r A563 �g� / N. / -BEYOND` WP-1 6 \ �� ww'� A.__45_6_:11 -_ WP-1 WP-1 WP-1 WP-1 / \ 11 0 .��Z �� OPEN - - / \ CTG-1 .�� ll�wwi�i� .�� - BEYOND 03 / \ m \ A565/ i�� s... nn. -.7 -"N. 7 5 5 32 -�- ....I.= \ A561 A561 WP-1 / \ WP-11i WP-1 N ,-1^r -1 r�., -1 I . WP 1 / \ (2-4-. A. TYP / \ I -- .x / / 669 N WP-1 N 1 . �1 WP-1 EQ EQ ALIGN \- WD-1 EQ EQ EQ ,( / c9i / iCASEWORK 42 CLOCK, SEE ELECTRICAL WITH PL-3 A561 TYP COUNTERTOP. TYP CCOMMONS - NORTH O COMMONS - EAST 1/4" = 1'-0" 1/4" = 1-0" -.- 0 — OD Or 0 CHRISTOPH LINA ,-..� CONTROL JOINT, ALIGN Lori' 1' l/ WITH WINDOW TYP. 0 0 `�' \ 41 -11 . OF og� FLAT PANEL DISPLAY, OFCI _ CONTROL JOIN, ALIGN WITH WINDOWS, TYP 4 /� / EXIT SIGN, SEE ELECTRICAL \ \ in 11 1,/, 1,...,„,.., ---v_iih A in in L C5--.2` I I . , , I 152 W 61 / \,.A__561 •W kk kk I TYP TYP ALIGN ALIGN - ....._ ,,,. 0 W--- - -- - L___I Allik \ / L..„_- -- -- -_., I 0 WP-1 WP-1 WP-1 C • \ \ / / • A561 \ ` p// O - N WP-1 WP-1 WP-F WP-1 WP-1 \ OPEN WP-1 \ WP-1 EQ EQ EQ �-' •w• / r TO g+ / 1 02 BEYOND y •tiZ caU \ A561 /� •V} 0 \ 04 \ \\ / TMP / •, n 569 \ \\ i/ 3 N -4_ ,� - . ,/ TYP \ \ . — 3 c iti ca0 WP-1— CLOCK, SEE ELECTRICAL WP-1 WP-1 C=.? loll iX A56 Je EQ EQ J co E 't ` A561 CaCNI TYP E _. (y COMMONS - SOUTH 12 COMMONS - WEST al = N 11 1/4" = 1'-0" 1/4" = 1-0" 7 CO O ce 0 DIFFUSER, SEE 0) 'Cr• co / / MECHANICAL Q 03! 1 1 1 rill1 1 1 1 1 1 / 1=1 1 25 \A561 l 1TYP -FT i i i i t imui I I I 35 41 // 1 1 1 1 1 1 A561 A561 4 _ 51:31 4 1 1 ■■I Ell , A561 — --- —• ` . • \ TYP_ • ---1.---±± 4 iidEth EQ j, EQj, 1 EQ Jr •i 42 A561 TYP 2- MEETING SM - SOUTH 22 MEETING SM - EAST 1/4" = 11-0" 1/4" = 11-0" MARK DATE DESCRIPTION Issued: 08/28/2017 FINISH LEGEND INTERIOR ELEVATION NOTES Scale: As indicated r/e/r 1. REFER TO ACCESSORY MOUNTING HEIGHTS DRAWING ON SHEET A661 8. AT ACCESSIBLE SINKS, EXTEND FLOOR FINISH AND WALL BASE UNDER FOR PLACEMENT OF TYPICAL EQUIPMENT AND ACCESSORIES. BASE CABINET,WRAP WALL BASE ON THREE SIDES. MB , MARKER BOARD 2. REFER TO INTERIOR DOOR & RECITE SCHEDULE SHEET. 9. EDGE BAND WOOD VENEER PANELS UNLESS OTHERWISE NOTED. 10. PAINT METAL LOUVERS, MECHANICAL GRILLES AND EXPOSED DUCTS WP, WOOD PANEL 3. VERIFY DIMENSIONS IN AREAS TO RECEIVE CASEWORK,ARCHITECTURAL TO MATCH ADJACENT WALL, UNLESS OTHERWISE NOTED. WOODWORK OR WALL MOUNTED PANELS. COORDINATE WITH ELECTRICAL, FIRE PROTECTION AND OTHER DEVICES. NOTIFY ARCHITECT SEE RC P'S FOR WINDOW COVERING LOCATIONS. Copyright 16013 1 I 1 1 1 1 1 1 11 1 I I I I I OF ANY UNRESOLVED CONFLICTS. I I I I I I I I I I I i METAL PEG BOARD 4. DIMENSIONS ARE SHOWN TO DIMENSION POINT(DIM. PT.)OF 12. SEE FLOOR PLANS FOR CORNER GUARD LOCATIONS. PERMIT SET -_ REFERENCED DETAIL,WHERE APPLICABLE. 13. SEE A562 FOR GENERAL TILE DETAILS, INCLUDING TYPICAL WALL TILE Q 5. LIGHT FIXTURE DIMENSIONS ARE TO BOTTOM OF FIXTURE, MAINTAIN LAYOUT POINTS AND TILE PATTERN LAYOUT. '71- TB, TACKBOARD CONSISTENT HEIGHT OF LIGHT FIXTURES, UNLESS OTHERWISE NOTED. 14. WHERE MIRRORS, DEVICES OR OTHER WALL MTD ACCESSORIES FIRST FLOOR INTERIOR 6. ALIGN MATERIAL, CONTROL& EXPANSION JOINTS VERTICALLY AND STRADDLE TILE, PROVIDE PTD PLYWOOD BACKING TO CREATE A FLUSH HORIZONTALLY WITH ADJACENT WALL, DOOR, RELITE AND LOUVER HEAD I TRANSITION TO TILE. ELEVATIONS n CT, CERAMIC TILE JAMB I SILL JOINTS AS INDICATED ON DRAWINGS. VERIFY DIMENSIONS WITH 15. DO NOT FASTEN DIRECTLY TO PLYWOOD ROOF SHEATHING TO AVOID (7) DETAIL CONDITIONS. PENETRATING ROOF AIR/VAPOR BARRIER. SEE SHEET A003 FOR TOP 0.1 j 7'. PROVIDE ONE ADJUSTABLE SHELF AT ALL BASE CABINETS, EXCEPT CHORD JOIST BLOCKING DETAILS. A253 CABINETS UNDER SINKS, UNLESS OTHERWISE NOTED. 16. FOR ALL WALL MOUNTED ITEMS, SEE 61A563 FOR TYPICAL BLOCKING 00 50 I 40 I 30 I 20 I 10 1 TIF"\ �2 0 I I 50 I 40 I 30 I 20 I 10 I a I 8 CLOCK, SEE ELECTRICAL EL3) O 1' 1 112" 1'- 1314" C2-5-'\ 0 0 �• EQ y �, E _ A561 % • EQ 3'-0" / EQ C CLOCK, SEE ELECTRICAL fi YP ‘..t,, EQ /� EQ L EQ • ft.� 3 6" L EQ TYP I _ 1� 0 , 11 I 6 BORA 7////t. . : ct u / 1_____ R„Ti il rr o Imo, f- FTT 1 1 —11,\\\ t-H-1 Bo- /7////7 •0 •1 7 0 I v 43 I I I I _ Bora Architects, Inc. - ----- - \A561 /' _ _ �41� 43 T--.. - rc- .7//://///// ;4' '. 0 •0' ; a, F/I '' — TYP A561 -- -- A5617 z ` ` 720 SW Washington, Suite 800 TYP4t, Portland, Oregon 97205 __—_ �_ i �� — 503.226.1575 LrtJo, _ II ! _J( , q , ,e I , " 1 11 I �� l fl ` 4'-0" 4' 0 4 0 r 42 EQ 42 Jr, EQjr, 4 -0 jr 4 -0 4 -0 jr 42 EQ �� L EQ jr 4 -0 r 4 -0 jr 4 -0 I- j 4'-0" 4'-0" 4'-0" www.bora.co 42 \ ' •f ,(,..--4:2) XX (42 \ A561 TYP A561 SIGNAGE, SEE SCHEDULE A561 A561 PIIIIINP 1 202 FLEX CLASSROOM - NORTH 2 202 FLEX CLASSROOM - WEST 3 202 FLEX CLASSROOM - SOUTH TYP 4 205 FLEX CLASSROOM - EAST TYP 205 FLEX CLASSROOM - NORTH ATYP 6 205 FLEX CLASSROOM - SOUTH A��TYP 114" = 1'-0" 1/4" = 1'-0" 114" = 1'-0" O 1/4" = 1'-0" _5_) 114" = 1'-0" O 1/4" = 1'-0" 8 —/ 5 s �� 5 uu1vu11 11 iCE 4' -2112 / � / ; DIFFUSER, SEE , MECHANICAL ; .1; .1; \\.:4 " 25 EQ EQ V A561 • C TYP dr- EQ EQ EQ L I EQ41 ' 13' 0" 4'-O" 4,-O.I • • ` PROJECTION SCREEN • - °r +' ,'' I f I I I -9 I I I o 4�� A //////// , - . . 1 , -- + . % 1 - — • 1 - ' I, I-- - 1: ,,s_ //� ; � Fli_1 -I I i l'R�I I ' % % �1`, ARC il -_ _ i_ _ _ CTG 2 CTG 2 _ ��/_// / / , / -- --� I I CHRISTOPH LINN • I • 1 4 1 1 '4t-, N .. . . . _ : N \ 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" - j( CLOCK, SEE ELECTRICAL OF Og ,/ J ,i, 4.;,c),,.--- 4'-0' 4'-0" 4'-0" 4'_0" 4, 0" 10 4'-0" 4'-OSI 42 A561 A561 411 PARTNER CLASSROOM - NORTH 13 PARTNER CLASSROOM - SOUTH PARTNER CLASSROOM - WEST 4 114" = 1'-0" 12 114" = 1'-0" 114" = 1'-0" L 0 6 (1) mW s ........ a ai PROJECTION SCREEN /4111 ,- / - — _____ 1 ii 1 1 II 1 1 1A 0 1 1 _ 1 1 1 \ EQ EQ 0 (5,_2556-1) EQ , IeAllikk .. 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REFER TO INTERIOR DOOR & RECITE SCHEDULE SHEET. 9. EDGE BAND WOOD VENEER PANELS UNLESS OTHERWISE NOTED. 3. VERIFY DIMENSIONS IN AREAS TO RECEIVE CASEWORK,ARCHITECTURAL 10. PAINT METAL LOUVERS, MECHANICAL GRILLES AND EXPOSED DUCTS WP, WOOD PANEL TO MATCH ADJACENT WALL, UNLESS OTHERWISE NOTED. WOODWORK OR WALL MOUNTED PANELS. COORDINATE WITH V I I I I I I I 1 I I I1 ELECTRICAL, FIRE PROTECTION AND OTHER DEVICES. NOTIFY ARCHITECT 11. SEE RCP'S FOR WINDOW COVERING LOCATIONS. OF ANY UNRESOLVED CONFLICTS. Copyright 16013 I METAL PEG BOARD 12. SEE FLOOR PLANS FOR CORNER GUARD LOCATIONS. 1 ,II I I I I I I 4. DIMENSIONS ARE SHOWN TO DIMENSION POINT(DIM. PT.) OF 1 REFERENCED DETAIL,WHERE APPLICABLE. 13. SEE A562 FOR GENERAL TILE DETAILS, INCLUDING TYPICAL WALL TILE PERMIT SET 5. LIGHT FIXTURE DIMENSIONS ARE TO BOTTOM OF FIXTURE, MAINTAIN LAYOUT POINTS AND TILE PATTERN LAYOUT. TB, TACKBOARD CONSISTENT HEIGHT OF LIGHT FIXTURES, UNLESS OTHERWISE NOTED. 14.WHERE MIRRORS, DEVICES OR OTHER WALL MTD ACCESSORIES 6. ALIGN MATERIAL, CONTROL& EXPANSION JOINTS VERTICALLY AND STRADDLE TILE, PROVIDE PTD PLYWOOD BACKING TO CREATE A FLUSH SECOND FLOOR INTERIOR TRANSITION TO TILE. HORIZONTALLY WITH ADJACENT WALL, DOOR, RELITE AND LOUVER HEAD 1 CT, CERAMIC TILE JAMB/SILL JOINTS AS INDICATED ON DRAWINGS. VERIFY DIMENSIONS WITH 15. DO NOT FASTEN DIRECTLY TO PLYWOOD ROOF SHEATHING TO AVOID ELEVATIONS DETAIL CONDITIONS. PENETRATING ROOF AIRNAPOR BARRIER. SEE SHEET A003 FOR TOP N 7. PROVIDE ONE ADJUSTABLE SHELF AT ALL BASE CABINETS, EXCEPT CHORD JOIST BLOCKING DETAILS, CABINETS UNDER SINKS, UNLESS OTHERWISE NOTED. 16. 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R • - o \ / SEE STRUCT o iv to • -- - - -� - - - - - - - 1 -._. - I - Q IVP�1 HANDRAIL, _ \ / A561 0 0 in Q\ M (h 0 \ SEE 051 A570 \ OPEN/ / WP-1 WP-1 WP-1 II A570 (10) EQ TREADS c / \ - la, 6'-2" �I '� y .B EYO N D� WP-1 / \ r WP-1 EQ EQ o • - / / \ // r in Copyright 16013 1 • ENLARGED STAIR 02 - FIRST FLOOR ENLARGED STAIR 02 - SECOND FLOOR WP-1 ' '-1 '�-1 :. F / / \ \ \ ;� N wP-1 A® LLI PERMIT SET 21 „ _ „ 22 „ _ ,� / \ o M WP-, HANDRAIL, O 114 - 1 -0 114 - 1 -0 / r = SEE 051 A570 2 / 36 - .�.-4 ..... .r,��..: : �.. �� r-� �.: �.� � .� � �.• .. � _ �. ..� ... ENLARGED PLANS AND Lf7 _..►si_._r ti_..►i:..Lss_<r^ �_.._i,.._�i,Y._1_.:0Lt:.._i_...t:.:��t:..� .-Ips;-._I�i_._I t_._TI ".a '.1^"` -1�" AI�. 1. .j':'•..�_:'• ,I� -1�1-•1t'�AI�Y l 1 1.•-1':;i-1 '•-.1::�•-�• I�,w�l.�'�j•.' ..i.Y'.$' �1�..• 1• 1. � • 1. �1.'--1r.••�.- 1•• 1•• 1••'1t" 1•• 1••�1.�'• .w-1.::w.1�'y-Ire• 1. I 'j . SECTIONS - STAIRS A o f ` .I f A41 1 N STAIR 02 - SECTION O STAIR 02 - SECTION N 23 1/4" = 1'-0" 24 1/4" = 1'-0" CO 50 I 40 I 30 I 20 I 10 I 0 50 I 40 I 30 1 20 1 10 I 0 I ELEVATOR NOTES 1. REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. 2. REFERENCE A-002 FOR ALL FLOOR,WALL AND ROOF TYPES. 3. REFERENCE A-003 FOR CEILING ASSEMBLY TYPES,WALL AND CEILING ASSEMBLY DETAILS AND TOP OF WALL CONDITION KEY. 4. CONFIRM ALL ELEVATOR DIMENSIONS AND CLEARANCES WITH ELEVATOR MANUFACTURER PRIOR TO ALL ELEVATOR RELATED CONSTRUCTION. 6 6 BORA 12 A412 6 PIT LADDER, 7'-1"CLEAR SEE DETAIL Bora Architects, Inc. I I J u lbCG-10 11 1 A571 6 720 SW Washington, Suite 800 Portland, Oregon 97205 s 518 _ �` �` 503.226.1575 r T �I �� ROOF -iii iii 1II 1t- ROOF Si_13� (--c-}4- 571 *MK*. A . 132' - 0" I II 1.. 1 I 132' - 0" www.bora.co A412 23 I I `-4 ENTRY,OORSE �r��PA. Nbir, _n Ki . ELEV < DETAIL 1 1 A665 1 ��` ELEV �� U LI LI �38K I A � ` / HOIST BEAM, SEE STRUCT � 3A °O _ ` Tf II . __ . . I 1 ! ! HOIST BEAM, SEE STRUCT f 2'-9" I N - ELEVATOR 03 CG-1 i /r ,_/tin A571 5 --- IIz 5 2 I w - w N = O ENLARGED ELEVATOR - FIRST FLOOR 02 1/4 - 1 -0r NW > rr---- SECOND FLOOR - SECOND FLOOR 114' - 0" i114' - 0" (k12-- 4121 Ci) l — 1 — 7'-1"CLEAR ELEv .QED Arc 03 —1 r J I CHRISTOPHIii 04 LINK ,, Cln A571 I ' 0!r 1 II`�' II ELEVATOR L 14 1511 I > r--------ii ENTRY, SEE w DFj 61 e23 _ w DETAIL 1 1 AS65 + _ CAU r- i_ 01 4 sEa 4 -3A _7 FIRST FLOOR Ii , > FIRST FLOOR 100' - 0" , ,;. .{ ,;.,• 100' - 0" If r _1 =IV 1112C14 ELEV PIT, SEE Evagi , ELEV PIT, SEE STRUCT - I STRUCT ` • A• a . a) ` V > �+ a . / BENTONITE WATER , BENTONITE WATER w +•• 4 . PROOFING AROUND - - - - d, °' PROOFING AROUND i " C cu L '' ' =° - - ENTIRE ELEVATOR . " J ENTIRE ELEVATOR r.... PIT = ` I PIT w > — co,. ._ 0 w > 11 ENLARGEE1D ELEVATOR •- SECOND FLOOR 12 EL4EVA1 OOR - SECTION 13 E14EVATOOR- SECTION 0 ._ .1 CO 0 M 3 3 off o O W et cn EN ' E co CV th To as to °r CO ri as Q o '— a — H 00 1- 2 2 MARK DATE DESCRIPTION — Issued: 08/28/2017 Scale: As indicated Copyright 16013 1 1 PERMIT SET 2 Q 0, ENLARGED PLANS AND in SECTIONS - ELEVATOR E N A41 2in iV c-,,_ 50 I 40 I 30 I 20 I 10 I 0 i 50 I 40 I 30 I 20 1 10 I 0 i 8 9C:1). EQ EQ EQ (41 © 41s / / / i APL-8, CLOTHES WASHER, A562iI11 (-47----, 562lTYp OFCI —7 TYP A562 0 I I A412 �� TYP TOASTER O'</EN, OFOI DELIVERY o I ' I -�•�-�- L_ CARTS _ I „ `T MICROWAVE,OFOI TII 3-0 L JL J / 11)U ~, / GB-5 i Kt��ii N 'L I ' MR-3 I I — — ND-1 ==: 118 I 1 �� , ,_: T I " / . . . , ' TH1 � 1 • l 1 # 1 l 1 1111 lMi '! 11 ! # !PANTRv I 1 ? • i i I • ! Illy 111 fl 11f 11�� f !I 1! ' P!ii'I'I'I'Ii. 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I I I r; 1' z' I 311 13 208 - SHOWER - NORTH 208 - SHOWER - EAST 206 - GIRLS RR - NORTH 206 - GIRLS RR - EAST 207 - BOYS RR - NORTH 207 - BOYS RR - EAST 720 SW Washington, Suite 800 SST COUNTER �J� 4f 36 1 II ;I~ALIGN WTH SINK 's? X ' 31 _ y 5'-5 1/2" I 114" = 11-0" 114" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 114" = 1-0" 1/4" = 11-0" Portland, Oregon 97205 r---- - A562 11 �3'-fi 112" LIGHT FIXTURE, SEE 503.226.1575 L APL-4, REFRIGERA-OR, ' — �31- Q LIGHT FIXTURE, SEE ELECTRICALOFCI 12 1' 8 318" WD-1 CASEWORK 7. WWW.bora.co APL-10, MILIK COOLER, OFC (3:1-\\ 2/ A562 - I r ELECTRICAL SINK, SEE PLUMBIN i 1 ' I 318 I I 3C 1 1r ALIGN / 1- I, / EID _ _� - mu TILE LAYOUTI START I MU \ ;', \ ..1• w w 53 in \ PON 1. , _ z g- ,0 I M -1 W G ce MIR-1 a 119 0 - \ iv ` _ ` , -+A451 _ - I - w PTD-1,OFCI •4 KITCHEN - 0w \ ' E # ' (iii .. 5=• ,CI ° 7 l , —. �_ 9PTD-1, OFC! w EI 1yen w'= lllliil111 Add lb i!! r 35 r CT 1 I I GB 1 f °' o !1 B-z 81 o f GB-1 1 1 1 1 1 1 1 1 1 1 1 1 1 , TILS -ICE ', I. 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'll� —� .- .�: II / 11 1!!1!11 i I I o IlEl111iE111iiE EIE 1 1 Ifililllllillllli111l11111 IIIIIIIIII11111If �, 11'111111111111 # Illill ! 1 1lEI`I-! 1 1111 IE ' _ : _ M - 1 111! h l 111 1111 1 1 osispoll 1 11 1 i 1 11 IEI 1 1 1 ! 11 I 11111 . �1.. _ III 11111111 111 ! ! 11 1 ! ! 111 11141 ! 1111 II 11 # f1 - 1.1 1111 1 11 1 ! 111! 11111111 1111111�' / \ i 1 1 I i . I 36 IEIIIElEIEIEI 1lEIEIll111i11111#1!1#111#EIfIEIEEEfEl fElElEIEIEIEI 11 ! I f 1 1 1 1 1 1 1 11IEI 1 l TIIE ! 1 1 IEIEI IEIEIEIEI 1 IEI 1 IEI 1 IEIIIEIEi f1 I ! IEIE"' �+ , - _ CT 1 illtllllllll �.i--- i I o II I l f l f l 1 1 1 1 1 I I I I I I I f 1 I : ! I I I I I I I i i F 1 f1i111111E11- I IEIE1111iE EI E 1 .- WOI 1 1 1 1 ! ! 1 1 11 1 1 1 1 1 ! ! 1 1 . IIi11 ! y I 1 r \ i O I I ~ t�' IPA%1 1 �-- - ' L ,i( 3'-0" 2'-0" 1'-9' L 3'-0" - �'� SD-1, O — SINK, SEEPLUMBINGTYP — ADAURINAL, SEEPLUMBINGa) FINISHED CLOSET, SEE CASEWORK /, 2'-o",, CLR CL • 4 _ T ' - • PLUMBING A562 1- 34 4-- ` 4-3) PANELS END 34 a-5' , 3'-s" L. I 112 - GIRLS RR - NORTH 112 - GIRLS RR - EAST 114 - BOYS RR - NORTH 114 - BOYS RR - EAST a A563 A563 A56A563 : I • 34 „ - „ 24' �� - �� 14• „ — „ ® „ ^ '� =� •. I 114 - 1 -0 114 - 1 -0 114 - 1 -0 114 - 1 -0 a) KITCHEN - EAST4 KITCHEN - WEST I I . ‘`-'--Y 1/4” = 1'-0" `--12 1/4" = 1'-0" i ELEC I 1 ELEV I 1 (..) I t 1'-1" I - AIN_ t • 0 0 OOCil) OVERHEAD EXHAUST �� 3'-1" 3'-2" HOOD, SEE MECH TYP TYP - - • SCD-1 3'-11" 2'-0" 9, LIGHT FIXTURE, SEE 1'-0" ' ,r ELECTRICAL TYP -r I . �+ 56 C-1:1--\ i 14. 41 31 I '� _"'w' I I '� I.A563 TYP 63/ \A563 A5/ A563 - - 1 2'-0" 8 Li ' „ IIr 1-9 2'-O" 2'-6" 1-9 1-9 2'-i" 3'-O" 3'-0" - 1 F I I 0 V t 01� 1 I i I I 1 I I I \ 1f f -1 -1 Iere CLOCK, SEE ELETRICAL 1'-6" 0/ —3C 12 I I ilk1 I „ o� - I 1 PTD 1, OFCI I ce DIFFUSER, SEE 1 4 FEG1 ' ti L I I I ND-1 _ MR-1 MR 1 MR 1 ❑ 3 / •I / MECHANICAL IIL - 1 13 I — X ` l� I PTD-1 OFCI — I PTD-1 OFC! • , • - -- - - -- - L ` 1_ IE#E# 1uI4u �1�_E111E1 4u! W _ y_ III ' 1 IEIIIEIEIII / / 1 ' I Li -, .I ' ! ! ! l ! 1111 ! 1110 - ~ - I ' " 3'- 1°� 1 1 1 1 1 1 1 1 1 1 f I - _ - - 1 -- - _ -� _ -- - - _ - - 1 1 I 1 1 1 1 1 I 1 ! - - -f - 1 f - w 1 i 1 i 1 i l 1 III iIEIEIEIEIEIEiilEli - _ _ _ l ❑ 4) 1 �' _- __ GB-1 -=-W=_ - -_� i_ F- 1YIIIIIII#1111'1.1 iliiG, Ii _ 1 . , 111 6 o 1 ! 11 ! 1 ! 1 i1l1l111i W - - ^ I,I 14 CG-1 1111111 1#Ilj MEI EI fl�..0 < < T E �5 •_ _ 1 1 i I 1 1 f i �' 1 1 1 f 1 1 r n ,1 ; +> - , - - i- ,� _ _ _ - � _ � _ � - ill. , r•,1 22 �N = - - _ f _ 11 i � 11111111 !11_ 11'111111111 (j /' cc ' 1 1 ! ■ � IEIIII 111 1lEl11YYi # 11'!'11 ! IV illllllllli fI1111111E 11 ,rl�. _ # . _ �I 6" 11 111111E = 1-=- 111 ! - - - -gT�1 a -_--_-_i-- _ I ! ! lllllllililllllf'.f7 __ . 111 1 i11111EC � �7f1 Ililfll 1 �1 1;�' 11l 11'lllf 1 _ IIIIEIIIfllll fflllll If o 1 Ifl1 # 11111 ,� fI1111111 # fl ` _ � � _ _ _ _ - �- --� A562 Ir _ _ 11 _ ilE1i1111 ! ! f1 Iflllll IIl1El1E111i111 � IIII 1111111 ca +� ' ' I1I1 111111 11CNI I � ; � _ � _ - _ J _ _ 1 # `I - 3C 111 ■111 ! 1 ! ! ■ ! 11 - - - Illill ! 111Ilfflfll'1 1 # lIIIIIIIIIIIIIIIIIII ! !-L _, - - "--_ - - 1 1 ! .i --...w-� I -. 1111 IE flhmil1111 _ 1 ! - ____ , ■1!i , - - - - - _ y IIIIIIIIIIIIIIIIIIIIIIf1i11111f1llllili 111Ilii o liEIEIEIEi11ElEIE111 1 IEIEiEIIIEIE IEIEI IEIEIEIE ; , ,L N - • � �,• -_ –T �� yi _ _ _ - � _ .. w ._ _ _ - �, _ �. ;41.---_----_--:-1 _ _ - - � 1 1 01 1 ,� a � I IIIA - 1 � - -_-_ -_ �- -_ ' ,�� -��_- � - III11lIII11111 f1111EI1111 _ � m 111 Iffllllllllli i Illi ) L N. - f 1 I _ - -, - -_-_�- - - - - ,. I,�i A562 ) I 'i--i . - '11! 1 III�TIIIi% Ell T - -- T =LA - - - i 1111111lI111f1111i11f1111 11! !1 : !! lE 1 - 1_,.: o II#EII'�EI 11!!111 1 yf111111111 1111 1111/111 03I�IIrnE'EIIII # c �1 1 1 1 PTD2, oFCI m - - - - _-_-_ F fJ' ISI IE1 �� . - i l l 1 i�i 1 ! i ��V - -r - it - - •H -. 1 1 1 f 1 1 ! 1 1 1 1 1 1 1 I� H i;H Kr i i 1 1 . 1 1 i f 1 1 1 1 I 1 ;1 i 1 1 G1 t L -1, 0 I - - M- - 1 I iEi 1-- I j �I 1 r H I� - 0 - I 1 ,_! • • • �� - .-,_ - = - - - - . ! 1 ! f T410 I TILE LAYOUT 1 '� - SD-1, OFCt- SINK, SEE PLUMBING ce _ - - - -_-_-_ 1 1 1 TILT I —START I D WATERPLUMBIN LOSET, ' 0 • l(p_ - ► - — / Cil) TYP TYP IIII - - 'I I' 'I I' . y _ - • ' C' ECTICN 21 - POINTr _r ,� 11111• T-P _—k A562 to TYPG 1 42 _ L - �_ I - - - , 0 A563 r � - I - ! i 1111E �� ;n CQ N r-_ -_- SP- 112 - GIRLS RR - SOUTH 112 - GIRLS RR - WEST 114 - BOYS RR - SOUTH 114 - BOYS RR - WEST •Ch 0 .- 1'- 6' 2'-6"\-1'-9" 1'-9" /2'-6" 3'-0" 3'-0" _ _ 33 114" = 1'-0" 2'- 1/4" = 1'-0" 13 1/4" = 1'-0" `-' 1/4" = 1'-0" - H •• CO F- ii, D BLIND CORNER/ / \ APL-1, ELECTRIC RANGE, ( 3 C-5-2-N\ 562 TMP I 2`-10" 11 2'-10" 3'-6" - +�1 CABINET, PROVIDE 33 ACCESS THROUGH TYP TYP OFCI A563 , THIS CABINET. 34 43 \_ A563 A563 FiNISH LEGEND ‘.:‘-/- 3 KITCHEN - SOUTH 53 KITCHEN - NORTH 43 ENLARGED GIRLS & BOYS RR - LVL 1 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 0c141 / MB , MARKER BOARD 3'-10" s.A562 CID 4' 'r - TYP 2 I VVP, WOOD PANEL 2 1 1 1 1 1 1 1 1 I I I I 1 1 f 1 BCS-1 1 1 1 1 1 1 1 1 1 I I i 1 i 1 METAL PEG BOARD ND-1 r PTD-1,OFCI 11.. i„, IIIIIIIf 111111 lllfllll 1 11111.\ \ . -Nt- ` ii III • ' 111111 1 1 11 ! ! 1 ! l Iflwont 1 # ! ! 1111 Ili 111111 o a Allem 1l1i111I1111 PIIIIIII � f1111f '1'11111 11111!'1 TB, TACKBOARD pp,lfl IE�lp Ilii 1 11 CT-1 -: IEE 111'1;4 4 1 1 1111 T o Eiiiilil! IEd10111111110* - _ . 11 q 11014111111141 111 li111j1111 1 ! r1 -;1114:1.1--T ;,, 1 I 1`i I i !I# 1 III1,IfEIII ! 1 !- 111111 'j Illi cT 1 Il,�j``Iiselp Eo1 ill 11111 iNIIIIIIIII 11 Illllllfl 1liI CT, CERAMIC TILE 1111 I _ _. ..: !II! IfE111ElEIElEIEIEIEI �!IAIIly siLlh.11.1.1 II I II I 1111 1#111!!(1111 r IIIi � H� �� ujA_ 7 TYP MARK DATE DESCRIPTION .,.,... 51 51 r'." A562 A562 INTERIOR ELEVATION NOTES Issued: 08/28/2017 2 3 124 - TOILET - NORTH 124 - TOILET- EAST 0 - TILE 6-7) 106 - TOILET - NORTH O 106 - TOILET - EAST Scale: As indicated 62 _ 52 „ _ „ LAYOUT 32 „ = 22 „ _ „ 1. REFER TO ACCESSORY MOUNTING HEIGHTS DRAWING ON SHEET A661 8. AT ACCESSIBLE SINKS, EXTEND FLOOR FINISH AND WALL BASE UNDER 1/4" - 1 -0 114 - 1 -0 1 ��I I rJI START 114 1 -O 114 - 1 - FOR PLACEMENT OF TYPICAL EQUIPMENT AND ACCESSORIES. BASE CABINET,WRAP WALL BASE ON THREE SIDES. 1 3D I I 1 POINT WD-1 56 t rr — ` I _ _ _ 0 0 "'- t__ X — CASEWORK A563 LIGHT FIXTURE, SEE 9. EDGE BAND WOOD VENEER PANELS UNLESS OTHERWISE NOTED. 1ELECTRICAL 2• REFER TO INTERIOR DOOR&RECITE SCHEDULE SHEET. E eL 1 f• J ,- 31 10. PAINT METAL LOUVERS,MECHANICAL GRILLES AND EXPOSED DUCTS '' 2' 7" _1'-10" 3'-0" © I N I -- 3. VERIFY DIMENSIONS IN AREAS TO RECEIVE CASEWORK,ARCHITECTURAL TO MATCH ADJACENT WALL UNLESS OTHERWISE NOTED. 34L 1 TILE_ ,_ f LIGHT FIXTURE, SEE }1 �}' ,}� A562 WOODWORK OR WALL MOUNTED PANELS. COORDINATE WITH ' ' 'LAYOUT / _ ELECTRICAL y y - - MIkr- �_- ELECTRICAL FIRE PROTECTION AND OTHER DEVICES. NOTIFY ARCHITECT START PTD-1, OFC I t I Z _ _ - Z ` 11. SEE RCP'S FOR WINDOW COVERING LOCATIONS. (POINT-L� - it OF ANY UNRESOLVED CONFLICTS. DRE rIDV. -N- 11 j \ r `° w 1 ,C 1 _ _._ a� Copyright 16013 4?4EL., w0 1 1 MR-3 GB-5 N M -2 12.SEE FLOOR PLANS FOR CORNER GUARD LOCATIONS.L CC +�•.I I,''', GB-5 - b� _ ! �-5 L +I If 4. DIMENSIONS ARE SHOWN TO DIMENSION POINT(DiM. PT.)OF 1 �A A451 _ �- i■ .1 a 12 A451 {{ 3-0, REFERENCED DETAIL,WHERE APPLICABLE. G - x_ 11 I 1 1 1 1 1 1 1 1 1 P 6 1 1 1 1 1 1 , 1 I �� 13.SEE A562 FOR GENERAL TILE DETAILS, INCLUDING TYPICAL WALL TILE PERMIT SET _ I .-- 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 _ 108 1-' 1 11 1 1 1 1 1 I a 1- ` 11 ! 11 1 I1 1l # I w tL IllilillilAPIiiilli ' - _W - H H 1 1 iv pLAYOUT POINTS AND TILE PATTERN LAYOUT. _— — ,��, i ��1l1 11 111 PHONE - w1 i f ND-1- N- ,I �'�6�i 0 , 1L.- - p , , L, SD-1, OFC( -eT: i_„1 i11y illi ` _I 1111��i��s1,1 1 5. LIGHT FIXTURE DIMENSIONS ARE TO BOTTOM OF FIXTURE,MAINTAIN air O n 1ATRIA 1 GB-i ■i i f f 1 1 111 �. V : CONSISTENT HEIGHT OF LIGHT FIXTURES, UNLESS OTHERWISE NOTED. - 1 . 1 ❑ 1 1 I L i, ! I O 14.WHERE MIRRORS DEVICES OR OTHER WALL MTD ACCESSORIES ' 1 ` Ilyl 1111111#111! 1 J ( 1 11 1 _ - GB-1 1_Yf1111 STRADDLE TILE PROVIDE PTD PLYWOOD BACKING TO CREATE A FLUSH 1 1 1 1 i 1 1 L u iEl 1 J 1,1■1,1 1 0 6. ALIGN MATERIAL CONTROL& EXPANSION JOINTS VERTICALLY AND ENLARGED PLANS AND 2'-0" 4'-5 I ! I I I 1 1 1 1�1 1 r . -. .,� 1`1,1 1 1 ' 1 -1 1 1 u 1 1 TRANSITION TO TILE. "° 1EIEIEI IEIEIEiii !1#111!1^'-jJ #�lilllE ifEl iii 1 i 11i1i1111N 1 1 EIEi ilE1111111i111E11 '1 1 m HORIZONTALLY WITH ADJACENT WALL,DOOR, RECITE AND LOUVER HEAD 1 ` _ . 111 ! 1 ! ._ ! 1 1 # l MAN 1 I 1 ! 1 O1- JAMB 1 SILL JOINTS AS INDICATED ON DRAWINGS. VERIFY DIMENSIONS WITH ELEVATIONS - RESTROOMS �I c_ �- DETAIL CONDITIONS. 15. DO NOT FASTEN DIRECTLY TO PLYWOOD ROOF SHEATHING TO AVOID n , I TOILET, SEE PLUMBIN TOILET, SEE PLUMBING--� SD-1, 0=CI PENETRATING ROOF AIRNAPOR BARRIER. SEE SHEET A003 FOR TOP & KITCHEN 106 - TOILET - SOUTH 7. PROVIDE ONE ADJUSTABLE SHELF AT ALL BASE CABINETS, EXCEPT CHORD JOIST BLOCKING DETAILS. 106 - TOILET - WEST ENLARGED TOILET 1 124 - TOILET - SOUTH 124 - TOILET - WEST ENLARGED RR - NORTH 31 21 CABINETS UNDER SINKS, UNLESS OTHERWISE NOTED. N 72 fit 51 42 1/4" - 1'-0" 1/4" = 1'-0" 16. FOR ALL WALL MOUNTED ITEMS, SEE 61A563 FOR TYPICAL BLOCKINGA451 1/4" = 1'-0" 1/4" 1'-0" 1/4" 1'-0" 114" = 1,-0" _ = = _ REQUIREMENTS. 50 I 40 1 30 I 20 I 10 I 0 50 I 40 I 30 I 20 I 10 I 0 L 54 53 52 A452 A452 A452 C4) COORDINATE NEW CONSTRUCTION NEW DOOR INTO (E) i b WITH EXISTING BUILDING SYSTEMS MAIN BUILDING (E) MAIN BUILDING RECONSTRUCT WINDOW TRIM \ r FENCE, WITH SALVAGED WOOD TRIM 2'-6" \j 9'-6 718" / 5' 3 3/4" 8' 2 114" 21' 0" SEE LANDSCAPE �/ I ff {5) EQ TREADS / / f BO - A III \ !� i EDGE OF ROOF /- A45710 051 A, A570 SEE 05 I A570 6 I- 1� nN DN . - — — B 6 \------t_ =i ‘ N7♦In r .;'.....; ] F ( 12� MATCH INTERIOR AS SIM I56- U ADJACFACE ENT NT WALL A452 00 \ FLOOR ELEVATION, VIF A570 • II C, LI- D A570 I • • % (N) DOOR INTO MAIN BLDG. 0 54 1-- , �s r 7_1 N105'-2" r NEW CLASSROOM /, /, ; 1 50 I 40 I 30 I 20 I 10 I 0 I A453 ,.:,::.,\, . ,,,. 22'-8" C-1-3.- 55. 55(113) 5� A45� A453 46 1 I I I I I I I I I 1 I I I I I I I I I 1 1 1 1 1 I _ 1 GATE >�INGE ' X X X X X. X X X X X. X. X .X X. I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I 1 I I I 25 O' / I I I / I I I IF E I I I I I I I I I I I I I I 1 I I 1 - i I i I 1 I ] I I I I I I I 1 I I 1 I I I I I I I I 1 I 1 1 I I A453 1 = _ _ - SEE STRUCT A453 36 SLAB SLOPE 1 e DRAIN, I I I I I I I I I I I I I I 1 I I I I 1 I I I I I 1 I I I To DRAIN SEE CIVIL 6 6 CMU-1 1 ' I I I I I 1 I I I I 1 I 1 I I I 1 I I I I 1 r GMU 1 `� I I I I I I I --�--- CMU 1 _ 5• A453 1 I I I I I I I I I I 1 I I I I I I I 1 '� I 1 1 1 1 1 1 _ LOCKABLE U 1 I I I I I 1 I I I I 1 I I I 1 I I I I I DOOR CLEARANCE _ SLIDEIBARREL LATCco ' GM / B 0 -1 .16‘ H I I I I I I I I I I I I I l I I I I I I I I I I I I 1 I I I MUST BE HIGHER 1 I I I I I I I I 1 I I 1 I I 1 I I I I I I I I I I I I I I THAN CURB I CANE POST BOLT @ BASE 0 SEE CIVIL / I I I I I I I l I I I l I I 1 I I I I 1 I I I I I I I I I 1 --'-�'� ; I �• "k \ _ - TRASH CONTAINER FIRS - -= r4 . , FLOOR Architects, ____ TBora A SLAB, TRASH ENCL05URE CONC CURB, 100' - 0" 720 SW Sulte 800 ''- SEE STRUCT GATE SEE CIVIL �0�.��. 10,`1�J / Portland, Oregon 97205 `ti II- ■ 25 503126.1575 / ° ` 0 I A453f ELEVATION - TRASH ENCLOSURE - EAST ELEVATION - TRASH ENCLOSURE - NORTH ELEVATION - TRASH ENCLOSURE - WEST O ELEVATION - TRASH ENCLOSURE - SOUTH EDGE SEE STRUCT t •+J \ / www.bora.co 5Q 1/4" = 1'-0" 4E 114" = 1'-0" 3E 1/4" = 1'-0" 2E 1/4" = 1 -0 26 A453 GATE FRAME. SEE STRUCT • a - � > '- -- - • RECEIVING SLEEVE CMU WALL POST. ° FOR CANE POST ° p SEE STRUCT STEEL ANGLE SUPPORT • --•d' - BOLT, TYP OF (3) 1 1 I GATE IN OPEN 314" PLYWOOD BACKING \'• 4 +� @ 120 DEGREES °f APER GATE LEAF ° �� INTERIOR FACE I I I POSITION @ 90 DEGREES 1 1 OF CMU WALL I I I I I I - _ Lii y SIDEWALK CURB, C� 5 1 I I I I - GATE POST TIED 5 0 I BACK TO CMU, SEE CIVIL I 1 1 I 1 I Q - \- SEE STRUCT 11111111111111 Q = w 1 1 z — BUILT-UP I U PAVING, SEE CIVIL ` t r ,� SEE STRUCT F- I FLOUR I I I I I 2 CONC. CURB, SEE CIVIL — y �I �� Uel 1 ', D-.rte j J -� 4 SEE CIVIL �_ M - 1 ) I HINGE, to Q ` 1, CUT OFF GROOVE z_ �. .` -_--- SLAB, SEE STRUCT CUT OFF TONGUE z CANE BOLT WITH WS-2 SLAT, OST&WELDEFRAME. O 5 ENLARGED TRASH ENCLOSURE c� 1 • 1" \____ RECEIVING SLEEVE AT 4 PROVIDE 120 1/4" = 1,-0" " STL PLATEL CLOSED AND OPEN AT GLUE AND SCREW DEGREES OF WELDED TO FRAME 90 AND 120 DEGREE TO PLYWOOD ROTATION ® GRADING AT TRASH ENCLOSURE 25 TRASH ENCLOSURE - GATE A453 1/4" = 1'-0" 3" = 1'-0" 9'-4" 54 I v . `VID AR(. t Y • - ---& ., CHRISTOPH . ---- LINN a "Orf i IP VRF UNIT = ____ ��?O REQ'D CLEARANCE -� ---- OF ON' 4 O 0 HINGE _--- /} GATE POST, "� 5'- 0" SEE STRUCT / GATE FRAMEEA:4-03 WD-4 / / SEE STRUCT 1` r-- / ' ' WD-4 1 1 LOCKABLEXX A453 -4 L ,--,-(\-- SLIDE/BARREL LATCH �// %///i_1Q ///il ////�1 ---- CD I r / ) �o `D _ N 2 314" I I I I I 1 i I 1 11 I I I I �i` I I 1 1 I 1 _ FIRST FLOORii _ CUT OFF TONGUE.j' - CUT OFF GROOVE / SLIDE BARREL LATCH 100' - 0" EDGE OF cu I F N STRUCTURAL - 0 SEE STRUCT O p --- SLAB- ELEVATION - VRF ENCLOSURE - NORTH ELEVATION - VRF ENCLOSURE - WEST ELEVATION - VRF ENCLOSURE - SOUTH VRF ENCLOSURE - GATE k EQ ele_ C 4 1/4" = 11-0" 44 1/4" = 1'-0" 34 1/4" = 1-0" EQ 24 3" = 1'-0" O lil4 ,� • CO CONC. COPING A453 9" +L-' SLOPE TOWARD INSIDE O (/1 OF TRASH ENCLOSURE FENCE BEYOND 0 0 77,7-,---_ I N\ FENCE SUPPORT. ENLARGED VRF ENCLOSURE _s a r I_ / SEE STRUCT 0CTS 3 DIM 1. DIM 114 - 1 -0 3 0 -10 77 ":a : POINT POINT Com.) W Ce s .` • . i- ''+ • \. A453 �} ,4. .a , •' . . . STL DOWEL TO MTL FLASHING E . . : .4.. . SECURE COPING, ,,�� SPACER =_ CO N N . r ♦ SEE STRUCT `114" 31 �' -L � -". ." �►' ` . •°•_ .1 a• . ♦ WD-4 10'- 0" C' ' t ' _- .._ � � � . = � CMU I ----, LAP END CX ,� CO CO o FENCE PLANK DS 3' 5 • 25/32" je 03 1 -1 E41 I- = O E o LCf) 43 T.O. CMU 33 T.O. FENCE • . — --�- Z"3 Q - 3" CI- = 1 -0 3" = 1 -0 -' CO ,. CO PLATE HINGE PIVOT HINGE N - ;:, 0) 0 O .- - 0 4 �� i 00 I- 0 0 - \ COZO -r 41 A453 �� ' f CTi A453 .1 1 E03 isp r� - r MOCK-UP NOTES .�1 ! \ H. ~' .y L 6'-0" 51 4'-0" ik 4X4 POST -7 'I r1. PROVIDE fi" THICK CONCRETE MAT WITH #5 @ 12"O.C. EA WAY AT • _-- - - SLAB MID-DEPTH. A453 2. 2x6 STUD WALLS TYP. 3. AT ROOF, IN LIEU OF OPEN WEB JOISTS, PROVIDE 2x8 @ 24" o.c. 2 4. AT ROOF OVERHANG TYPICAL, PROVIDE OUTRIGGERS PER 7/S704. 5. AT ROOF OVERHANG CORNER. PROVIDE OUTRIGGERS PER 9/S705. \ ..,. SLIDE LATCH CANE POST 6 REF 615702 FOR TYPICAL HEADER DETAIL. 22 MOCK-UP ENLARGED PLAN 114" = 1'-0" - I METAL FRAMED PHOTOVOLTAIC PANEL SKYLIGHT, 4'-2" x 5'-0" AND SUPPORT SYSTEM WITH CILVG-1 , \ / TYPE 501 SOFFIT a A453 - I MARK DATE DESCRIPTION 1IIIIMMIND f GUTTER Il \ 31i; ir Issued: 08/28/2017 (EU1 �I :Ii. i� /�. I f k:1�E01 • ;� Scale: As indicated ,YSB 1 LIGHT II -FIXTURE > - t 3�, DS ❑ C ` / li \vve, I • r . ' 41 A453 WALL HYDRANT. Copyright 16013 1 SEE PLUMBING I A453 .1 (S03) 1 FOR TYPE - 9'-a"A.F.F. PERMIT SET IL Q 51 oo I ENLARGED PLANS & o A453 ELEVATIONS - VRF & TRASH ENCL. & MOCK-UP o MOCK-UP WEST ELEVATION MOCK-UP SOUTH ELEVATION MOCK-UP EAST ELEVATION MOCK-UP NORTH ELEVATION MOCK-UP ENLARGED CEILING PLAN MOCK-UP n Cl) 114" = 1'-0" 51 114" = 1'-0" 41 1/4" = 1'-0" 31 1/4" = 1'-0" 21 1/4" = 1'-0" A453 co 1 50 I 40 1 30 1 20 I 10 1 0 50 I 40 1 30 I 20 I 10 1 0 C fEQ EQ / C COLUMN BASE OF HEAD WALL 64 SIFJING VENT • AT COVERED PLAY, t A501 COLUMN CL _ L SEE SEE 22 1 A503 \ I _,° I HEADER AND CONNECTION PER STRUCT. SEAL FULL PERIMETER 111._(:= PLAN • I _ . ■ ilil OF ST EEL FIN PENT=TRATION THROUGH SHEATHING. AMBASE OF HEAD WALL'� �- AT COVERED PLAY, 01_� -It'I, I _ r A501 _7c �� ` / / I =� \r STEEL BAR, TYP 11,11. ,.„ . • N y�� SEE 221 A503 V V ‘Iiii )A - 1111.,- 11 II, ■ ■ ■ ■ al J ` 'a I - ,t,;' „ ' t. 17---1-__ -1), TAPERED PLATE STL EA END y 1„ / HORIZONTAL MTL PIPE n - MTL PIPE ' � - I • ! ti Bei h.l • STEEL BAR GRATING MTL PIPE SLEEVE AI ! - ■' 7NOTE: SEE STRUCT FOR ALL SIZING AND CONNECTOONS 1 ■ ■ ■ 11,40 _ ■ CABLE ANCHOR ■0111 4 ■ • ■ ■'• r __ • 6 3 114„ J, WELDI=D TO TAB / I k 1 = I I I : i i'i I i I BORA6 /f MTL TAB WELDED VERTICAL Y ,, = � Lo • ■; ■I I . TO COLUMN WIRE NETTING 4I „1 t t - I -1 fi--d _ TAPERED PLATE STL EA END I 1 Irl. I I r I I I I I I 16 I I I I u I I I I l 1 : . I /� E I I . • DIM POINT STEEL BAR I i?' -4 I 3 - 9 -� F.O. FRAME SEE y� 1 PLAN i c - > \ STEEL BAR GRATING II' • �Iiv �— 0 • DIM POINT JL I I �,,,� 1 o� F.O. FRAME .4....._,1.11.;_.� 4' - •- Bora Architects, Inc. EXTERIOR I I COVERED PLAY Irl ■ WALL ■ ■ ■ COLUMN BEYOND ■ ■ [2 , J/... i 720 SW Washington, Suite 800 MII/ I BOLT CABLE GUID� FOR NOTES IN COMMON SEE 12 1 A502 AND 341 A501 11 . Portland, Oregon 97205 �II WELDED TO TAB / N I BOLT CABLE GUIDE , / _'_ 503.226.1575 / ■ ■• III• ■ / 1 3/4” SHIM } j @ 32" OC AT PLYWOOD NAILERS/ V MTL TAB WELDED TO i -- - FIBERGLASS WDO WWW.bora.co I . / u COLUMN @ 32" OC 7 — SUNSHADE - HEAD CONNECTION e SUNSHADE - SECTION COLUMN, SEE STRUCT 35' 3" = t-0" 1 1/2" = 11-0" VERTICAL WIRE NETTING, SEE 551 A501 _ i s t I ' STRANDED MTL CABLE , C STAINLESS STL WIRE , h -- SIDING VENT NETTING EYELETS ■ ■ ■ ■ ■ 54 r I ■ - �i Hit I ::;` HEADER AND CONNECTION PER STRUCT. SEAL FULL ` ___----- 54) I MTL TAB WELDED A501 ''''''' -------i Iti PERIMETER OF STEEL FIN PENETRATION THROUGH SHEATHING. 34'.. 4 A501 i TO COLUMN I I / / ■ 4 A50_1_9 NOTE: SEE STRUCT FOR ALL SIZING AND CONNECTIONS + I 1 i ■ ■ ■ ■ ■ NETTING SLEEVE ■ pll ■ ■�; MTL PIPE SLEEVE I �-� --•. PFN SHT MTL (SM 7), FOLD OVER OUTSIDE EDGE OF •—•—•—• - TAPERED PLATE STL EA END I I WELDED TO TAB CABLE ANCHOR WI I \ SUNSHADE SUPPORT SEAL EDGES. / tv ' * TENSIONING BARREL \ I !� "� 1-W4 1 I ■ :-: I t t --1_ _ _ ,, —'r PFN SHT MTL (SM-8) OVER 1" PT PLYWOOD BLOCKING f 1 ., , = STL BA TYP 5 I I HORIZONTAL MTL PIPE • R NETTING EYELETS `_c II 1111 -� 1 !.a!'i I N 5 0-a c I 'I -� I r ll PLATE STL WITH 1"VERT BRAKE I �__ - - - - - - — I _ I i -,:. \. i / TOP AND BOTTOM Ir IrITIT�I I ' I N % PLATE STL WITH 112"VERT BRAKE I I I.. I -. _ Ya r T-. � H 1111 1111.. • 1 a d -f I ' f r �n TOP AND BOTTOM I .I� �� 1 114" a STL PIPE SLEEVE n d I .t 1 ■ 1 I N\ • , . °_ " -0a A : ;" r TAPERED PLATE STL EA END II '' • II B . a T FACE OF CURB 4 Yea a '- Ifi`� , f I DIM POINT ALIGN TO INSIDE FACE . ' < . a d' ch 3 314" 1' 0" 1' 0" 1' 0" 4" 6" �`� 4 a • fI -- _-- STL BAR NF.O. FRAMEOF WALL ABOVE - BEYOND •-0 . 1 I n • — • / 1 /I /)ii,,„ / n MINERAL WOOL _ - --- - _ -4-� 2" MINERAL-WOOL BOARD ■ FLUSH TO J .d INSULATION /°~= - 1 DIM POINT INSUL 4 - 6 BOTTOM OF FIN d e n .a _- - d r a' ." . _1111 1111 1111_- __- /// - _ �_ a I L F.O. FRAME / ! .^ • - • 1111 -: •" • r. 1111 - .�. �• 1 +d A a; ' d. 'd• a -: . - ' A " A b^4 A' .dl;' - ,--7.) ••"..• -A• : A - . d: / LIQUID APPLIED FLASHING MEMBRANE OVER AT DOOR 113 1E: d« HM FRAME FOR DOOR HEAD CONDITION SEE 451 A502 • PFN SHT MTL(SM 1) OVER OMIT HEAD FLASH AND BRING SIDING (WS-1)TO WITHIN e . ' r d • IL AO s 3/4" SHIM AIR BARRIER 114" OF UNDERSIDE OF CANOPY. PROVIDE INSECT Ir ; SCREEN TO CLOSE GAP BEHIND SIDING, I I n _:) LIQUID APPLIED FLASHING MEMBRANE OVER FOR NOTES IN COMMON SEE 121 A502 ) 2 WIRE NETTING - SECTION • WIRE NETTING - ELEVATION DOOR CANOPY - HEAD14 CONNECTION DOOR CANOPY - SECTION ED A.' c' 64 3" = 1,-0" 3" = 1'-0" 34 3" = 1'-0" 1 112" = 1,-0" CHRISTOPH ,' COLUMN, • SEE STRUCT LIN `� WIRE NETTING r �� I �r /�wm,,, = MTL PIPE I LIQUID APPLIED FLASHING • L Il`4 I1 '�, ` '; MEMBRANE OVERrh) •(;� I E VERTICAL STRANDED CABLE FLASHING BOOT OVER CONT PT BLKG AT 0}j O�v � LIQUID APPLIED FLASHING w ¢ CORNERS 1 �,/ — SLEEVE WELDED TO TAB VMEMBRANE OVER w _ PFN SHT MTL(SM-11) ' TAB WELDED TO COLUMN I AIR BARRIER o f� 6“TYP 3" 318/ 4 C7 y - • SEALANT AND 4 -� ' ( BACKER ROD 114" SEALANT AND BACKER ROD TO ��.r, EDGE OF CONC CURB BELOW, l .AHI - MATCH SIDING _ LIQUID APPLIED FLASHING ALIGN W/WALL ABOVE __!�L i Ii■■I s,:_r :. _: s:- ;; Ii MEMBRANE OVER I I I r ^ � �� / j-: SEE SS THRU-WALL FLASHING PENETRATION, SEE NOTES BELOW �, • I ALIGN I ='� ( (SM-9) OVER LIQUID APPLIED 3" EXTERIOR • COVERED PLAY If �l ^ ,• I PLAN FLASHING MEMBRANE OVER X ` I I I I '� IJ r CUT OFF TONGUE ..;,'� , _ • U n l WHERE OCCURS AIR BARRIER L • WIRE NETTING - SECTION _ _ _ I • ` EDGE OF SLAB 54 -- - a •■ — ....„. ^ .'..'A_ s • DEPRESSION 3 1 -0 — I — I d , ■ SEE ! 1- SIDING VENT • s' --- INSECTNENT SCREEN _ :: I :: �+ 1111' • :1111 A•: 111.11 _ PLAN ■ .. 118"X 3"STL PLATE I ,� :.11;. STARTER BAR & PANEL C • s:n •' TAB TO SUPPORT DS, :_i'� - , / l A_ . PT PLYWD BACKER SPANS TO - e • • ; . SEE 1 1 A101 4' O.C- ALONG HEIGHT ", M. NEAREST FURRING CHANNELS LIQUID APPLIED CLIPS PER SIDING MANE A ° FOR LOCATIONS OF COLUMN •It I. \ , FLASHING MEMBRANE / I -1 — _'I', OVER I�" • �••rI OF BREAKS S. SEALANT OR FIRESTOPPING (IF I / I r'' NOTE: USE STARTER BAR co) ` d II 1 . ^ I " a= I ❑ 7/ I COLUMN SEE STRUCT _ 1 REQUIRED FOR WALL TYPE RATING), TYP I r AIR BARRIER •�� • ' TO TERMINATE WS 1 SIDING I r=A I DIM L= 0 �, :* I '•r• .',:: �' C n $ f 0 NOTE: "PENETRATIONS" INCLUDE ELECTRICAL CONDUIT, JUNCTION BOXES AND PIPING, ,',:;:,.,.'] I -,I,; 'z WHERE OCCURS �. " ^ POINT A� �`' — — - SEE I BUT NOT OPENINGS" SUCH AS WINDOWS, DOORS AND LOUVERS 'l J - d i PLAN a TAB WELDED TO COLUMN ::ac O ^ °• A 45 DEG. - I I •i; ::::: -0. • ''� I...:;' •� BEVEL EDGES O / SLEEVE WELDED TO TAB NOTE: LOCATE PENETRATIONS CENTERED IN WIDTH I h ' -••:•:: ■— o .,, I I ::;:; ': n" , .K c.} I. �\ OF SIDING PANEL WHENEVER POSSIBLE / I :�f-:::.:._ \ 1' �iv NW • • I... 4 `„�� VERTICAL STRANDED CABLE — U Ca r.: CL OF COLUMNS \ �'� � THRU-WALL PENETRATION FIBER CEMENT TO WOOD SIDING OUTSIDE CORNER / I 4 d r A , WIRE NETTING 43 3” = 1,_0„ 33 3„ _ 1,-0" =• 1111 . �' V3 COVERED . . ,; ri .'' f • A • EXTERIOR I ` MT PIPE ' - PLAY 1 4'A EXTERIOR t i L 4, CIP CONC, r� 0 i`' r� EDGE OF CONC d' 3" 1 - SEE STRUCT 3 0 / " J,. -_. e-.•" 1111- 1111 /•' •// ' Q 3 I . ^ • 'A a CURB BELOW, I NOTE: SET HEIGHT OF STARTER BAR AND A ALIGN W/WALL SHT MTL TO CREATE CONT DATUM WITH • ABOVE WDO HEAD FLASHING :, AIR BARRIER OVER LIQUID C //2/ COVERED PLAY . , APPLIED FLASHING w Q 6„ TYP • " • f .. LIQUID APPLIED FLASHINGt.„ E N MEMBRANE OVER I WATERSHED BREAK WIRE NETTING - SECTION MEMBRANE a • • / / ^. rye - b f 63 " _ „ 53' „ = 11-0" y:i •� _ SEE 6„ TYP 41/4" I ti I SEE "' ' ^a DIR BA ROOFING OVER 1 112 - 1 -0 3 z PLAN �_�� CUT OFF TONGUE • AIR BARRIER CO �.. i �� I- N 314"�� I -0': "=' Lu Q I lii=i4i, r PLAN WHERE OCCURS ` " ;1111 1:3 .:- SHEATHING GAP PER STRUCT. 4 f / I y ,. ¢f MATCH GAP AT HAT CHANNELS / f - FLOOR LEVEL Ig = ~ ALIGN TO INSIDE FACE Qm. ` ° , I I V STARTER BAR & PANEL CLIPS f "" CUT OFF TONGUE 4 ` "♦ . . ^ f " '' •a Q a cQ = co �- OF SKIRT WALL ABOVE °/ PER SIDING MANEF �' I / INSECTNENT SCREEN ♦ Q V'■ L; _ ", ,, AND GROOVE >-- . ' I ch I " ; . c� (� __ Q CI .� T.O. CONC CURB T.O. CONC CURB f 1 �,, -c-c2- / \ � I �� ^ : I I�— :'„ .,� ^ - , c p _S -. . _ SECOND •I I �_ I �'1 I 1 e ". d , . I— I� 100'-5" /.• ..d''. .• -, „•\ PROVIDE BREAK FOR 100'-5" ` \ I { : FLOOR LEVEL WTI • it-I= 7 , I� \ • . ' I " :- 1111 :dF J TQ WATER SHED AT SIM. I� L -- . • - ' +. : ..,,:';• '. . 1111 . . -. ALIGN TO INSIDE SEE 11A101 FOR / 3„ i ^ 1111• ¢ a I1� ^ _•.". } I �. ^e c_) z . A 1111 • • ^ -. / I :a n CONC BASE BEYOND — \v WHERE OCCURS 4 /� �_ +--- LIQUID APPLIED FLASHING • . ••- .♦ ` w FINISH FACE ALIGN TO FACE OF SKIRT --.-;‘•-•:4'!'l -�1 LOCATIONS _ `'�.� \1111 I _ W "'d _ A J �I -I r � MEMBRANE OVER • I I ' Q WALL ABOVE ._ . r ;' Y � •• - JI 11141‘1:1—: AIR BARRIER ' '4♦ "d° PROVIDE BREAK FOR WATER )J,J I ^ PFN SHT MTL(SM-2). I �, ' ' ❑ ` B3 M' A : .-� SHED AT SIM. SEE62 1 A501 _ w e ^ A501 d : ^ SEE 1 1 A101 FOR LOCATIONS ; • _ LIQUID APPLIED FLASHING I ■I • / ; Q O "s ��. 1 0 ^ " :` " ¢ 112"- . � 4.n�• d + rIt MEMBRANE OVER IlL11 -1--. •i • ry - d { _ • • ". �-: �, • o "° 1111. A. "' / - - NO NOTE: SEE CIVIL FOR ■■ �.': 1'6 AIR BARRIER C :: I . -a ^I • SEALANT I SPACER BLOCK ^..R . M ' ; : LOCATION AND E=LEVATION I r : " "" CONC FOOTING AND °' ' :. .n. n DRAINAGE CHANNEL .6 , '^ OF EXTERIOR PAVEMENT I ■ I t _ :1111 "• I " . d 4 . :'" SLAB. SEE STRUCT ..1., ,, . .' .. _-' I I ^ ^ 1I - I • A A < d A:• A •s'/ II 1 I J _ 4mo SEE I , :' V 1 1-112" FOAM-PLASTIC RIGID • •^ 314" NOTE: SEE CIVIL FOR ^' •' ;� 4 CONC FOOTING AND E PLAN s V. • .I1 �� XX INSUL ' ,- •-;,I -::• . :d LOCATION AND ELEVATION • A - . SLAB. SEE STRUCT :,I I I �•.. FRAMING PER STRUCT 2 2 ° ':"- OF EXTERIOR PAVEMENT • . :• 42 FLOOR EDGE & VERTICAL PANEL JOINT 32 WOOD SIDING - OUTSIDE CORNER 22 WOOD SIDING - INSIDE CORNER 12 FOUNDATION - ENLARGED CONC FOOTING AND •_ SLAB, SEE STRUCT A - .. C na a n ANCHOR, SEE SEE COVERED PLAY - BASE COVERED PLAY - BASE STRUCT _ ' PLAN 62 1 112" = 11-0" 52 1 1/2" = 1'-0" • " 12 CONT SEALANT BETWEEN A501 AS NOTED ON ELEVATIONS. CUT PANEL SILL PLATE AND SOG - I 1 09/25/17 ADDENDUM 1 ADJACENT TO CORNER PIECE - ' ' !u, FLOORING AND -, 2" STRAP AROUND GRID BASE PER FINISH _.4- MARK DATE DESCRIPTION DOWNSPOUT, RIVET TO z 41:), / PANEL EDGE TO / 6"TYP z PLANS ; • 2- . 5 • — BRACKET. "TYP 4" FASTENER SPACING, UNO i / LIQUID APPLIED in 169. -�"' I r FLASHING / "' 318 SEE ci� IIEI:I • �- MEMBRANE AT ALL 1 114' 1 114" FIBER CEMENT OUTSIDE ► PLAN , Issued: 08/28/2017 PANEL SEAMS AND c g CO\ FIBER CEMENT CORNER _ CORNER UNIT - I �� .1:11t1 SEALANT WITH MTL BACKER I FASTENERS BY MANE _ _ f I k ,.Idll r* A 1111 . I N �I t r Scale: As indicated 0 : .- 4 I . s __ FLOOR LEVEL 1111.;... 4411.1111.;. ,.. .:: ... , / ___, � ,. T 1114" II 1111 . •4- DOWNSPOUT BRACKET, 2" A -' I �� ` TALL AT 24" O.C. VERT �� " FACE OF N '. / 1 v •4 . (d ' • w O SHEATHING T I `` i I ,lI t._ °° .e _ . Aa U a Q — I --f .-2-1-1— d. f ,� - I Q w 1. - • I I ' T T BLK "' .• 4" I = : A . w NOTE: 5EE CIVIL FOR AIR BARRIER I I II — --- — 1 , - CON PT GAT ; A ; w IN AND ELEVATION — O I ■ �:~� CORNERS +----1-- 1 III—O fv7 ,... Z.-;:,-1-4—=- 4 I_., -qi OF EXTERIOR PAVEMENT • • 1- - _ _ 11 - _ ` .- =" 4'; a•• _ - ' . • ". .". • -. . __ DAMPPROOFING r - ■ SEALANT WITH MTL k_ • I- LIQUID APPLIED FLASHING ��r�� " a •."n < d — /� MEMBRANE OVER ,f! ., e d n ' 4" CIP CONC. SEE STRUCT Copyright {�Q 3 LIQUID APPLIED ■ I BACKER ( I �_: - - I AIR BARRIER ares"''~• �� 1 a FLASHING FOR NOTES IN COMMON LI \ -—41 t— _ • . •. A - 1-112"FOAM-PLASTIC RIGID 1 /- MEMBRANE BEHIND SEE 31 1 A501 I CONT PT BLKG AT _ -- —�r - n • • INSUL PERMIT SET ALL FLASHING AND CORNERS - . I ". , ^; . A ' `ith - FURRING7L1 • I- 7 :, • "�: •, CONC FOOTING AND C1 __7. lI MEQMBRANEAPPLIED FRLASHING I ` _ I. ' ',1111f.. . ...-;-1.- • - SLAB, SEE STRUCT Ti AIR BARRIER A f4EXTERIOR DETAILS �;" •., d VAPOR RETARDER • ' ---__,___./V X / • - PERIMETER DRAINAGE, Fr] I I ot, : t °»; i� - if i i •'�i4— ai i4- i i i� E I '' �'1' ''�''f'i' .,i ::f.��.`,`••'��-:-.,i"r��i: .`$' ,' I T SEE CIVIL 0 51 MEMBRANE AT SHEATHING, TYP 41 FIBER'CEMENT - DOWNSPOUT AT CORNER 31 FIBER CEMENT - OUTSIDE CORNER 21 FIBER'CEMENT - INSIDE CORNER 11 FOUNDATION,OTYP " A5010 N I 50 I 40 I 30 1 20 I 10 I 0 1 50 I 40 1 30 IGRI, 20 1 10 I 0 I ■ _,,v } l/ , \ HEADER PER = STRUCT ::' TRUCT `' � CIO HEADER PER • CONT ATTACHMENT ANGLE BY WDO MANF STRUCT k II■ I %0 SEE 1,:::)//// Y WITH COMPRESSION SEAL a ,k . I I MINERAL x 11 t�. ' -i-i-i-:114-11-1-1 - - I I --- SIDING VENT WOOL INSUL. I FIBERGLASS WINDOW WITH SILL EXTENSION �� r FOR FINISH NOTES IN MINERAL .,_'-- SEE WDO DETAILS FOR NOTES IN =1I — ■ �I I I1--71_117 -1-._:H_ -[_ COMMON SEE 11 1 A502 "-� PFN SHT MTL (5M 10) - WOOL INSUL fi �..� COMMON REGARDING FLASHING J . - -- �, � FOLD SILL FLASHING UP 314". H AND SIDING I i � ! Ii I '� SEALANT AT CONNECTION TO WDO ..<, ✓ • L. 3" 1" DIM POINT FIBERGLASS WDO r I_ 7-I t.1,1�`/ �II,/. . I - I ■ PFN SHT MTL{SM-2) 41- $4 I _ ��'�► _ ) �`� nanw ,.. We_ 1. I kil!;, i 112" -1-I+ `, F.O. FRAME ii.; / LIQUID APPLIED FLASHING MEMBRANE OVER •'- 1. -- ow._ I T', II ■ - N 1/2" �+ I ;�;�; I I '/'/"�"/'///"/ 6 I r LIQUID APPLIED FLASHING MEMBRANE OVER PFN SHT MTL {SM-1 J OVER - LIQUID APPLIED FLASHING MEMBRANE OVER r 4cr° AIR BARRIER, SILL ANQ ATTACHMENT ANGLE SEALANT, EA SIDE I "'" / I __` DIM POINT1� BORA / A!R BARRIER w N F.O. FRAME I 1-112" FOAM-PLASTIC RIGID r a 7 p 1IJ � �� INSUL v F.O. FRAME I — — — I --- LIQUID APPLIED FLASHING MEMBRANE OVER I " ...d • CIP CONC, SEE STRUCT ALUMINUM SPACER, EA SIDE r DIM POINT :,:::4, 1 ' I ao� PFN SHT MTL (SM-1) OVER N I �� l k LIQUID APPLIED FLASHING MEMBRANE OVER I FLOOR LEVEL `` ALUM DR AND FRAME _ • I — — SEALANT L_ AIR BARRIER " °� a 6 -" " �►- Bora Architects, Inc. 1n�` - 314" SHIM A - SEALANT 1 I -<- . - a I - . a ". ,. . .." a 720 SW Washington, Suite 800 iii: REMOVABLE STOP ON SITE CONCRETE, SEE CIVIL co U Portland, Oregon 97205 A REMOVABLE STOP ON EXTERIOR FOR NOTES IN COMMON BELOW j w EXTERIOR FLOOR LEVEL SEE 11 1 A501 �' 503.226.1575 115116" VARIES 1115115' HM FRAME- SEE SCHEDULE •f HM FRAME 16 WINDOOW SILL AT CURB www.bora.co 1 15115' VARIES dirl 15115' - TRANSOM OR DOOR, SEE ELEVATIONS TRANSOM OR DOOR, SEE ELEVATIONS. DOOR "� DOOR PROFILE TO MATCH DETAILS ON A565. PROFILE TO MATCH DETAILS ON A565. I— w z2 55 ALUM DR TO TRANSOM 45 HM DR/TRANSOM HEAD - TYP HM DR/TRANSOM HEAD AT SOFFIT ö < 6" = 1'-0, O 3„ = 1, 0" ® 3„ = 1'-0" w z �_ o w g u: FIBER CEMENT SIDING. CUT `n a SHIP LAP EDGE OF SIDING /314 II AT WDO JAMB. C <1- LIJ RO PT PLYWD SPACER cn a ci O SEE WDO DETAILS FOR !VOTES IN ::`,=:.'.�: .:. ,' ..'..'.':, `l ':'' ` -• LIQUID APPLIED FLASHING MEMBRANE OVER 5 314' i COMMON REGARDING FLASHING AND SIDING T ..:;,h=:::.�s PFN SHT MTL (SM 5) OVER 5 LIQUID APPLIED FLASHING MEMBRANE OVER ALIGN FIBERGLASS WDO UNITS LIQUID APPLIED FLASHING MEMBRANE OVER �IN — AIR BARRIER / DOOR PER SCHEDULE �� PFN SHT MTL {SM-5} OVER \ T 112" LIQUID APPLIED FLASHING MEMBRANE OVER �� , SEALANT AND BACKER ROD X3 _--- H-BAR BY WDO MANE EA SIDE / ` ` " AIR BARRIER �' { } / HM/ALUM FRAME BEYOND 112" SEALANT I ! -1 f, - I I �- ■ [ _ REMOVABLE STOP ON a II - SLAB ON GRADE SEE STRUCT I ` _i� 1�i EXTERIOR ' Nc_ - t— — i v j• P' / ADA COMPLIANT THRESHOLD, — �- . . _ r /� 11, ) • C EMBED IN SEALANT A OMMMED D 7/// /f �/ igt / -,� }0 \ TRANSOM OR DOOR, SEE ll L / SITE CONCRETE, SEE CIVIL ELEVATIONS. DOOR PROFILE 3" MIN I F rl ' I Q TO MATCH DETAILS ON A565. I �� I I / 4'A / Q 1 ��ED ASC \, N A ti L ._.., FIBERGLASS WDO CHR STOPH INTERNAL STEEL r. -' 41 REINFORCING BY WDO MANF A . a. ° . • _ F" a a �� ALIGN Orr !' IP .:a .4 r a ■it; • • -•. '11;4,.:)- •'; - 1-112" FOAM-pL9gSTICRIGID ,, " " 2" 516" \ i 5i1 a . 1■I. °�' . IAISUIR • 112 HM FRAME - SEE SCHEDULE A COMPRESSION SEAL `f,1> ��O 314" SHIM �� O CONT ATTACHMENT 54 WINDOW TO TRANSOM 44 EXTERIOR DR THRESHOLD 34 HM DR JAMB - TYP ANGLE BY WDO MANF 4 6 = 1 -0 3 = 1 -0 3 = 1 -0 / 4 w ,� AIRNAPOR BARRIER OVER z PFN SHT MTL(SM-#) OVER a Ix H-BAR BY WDO MFR, EA SIDE it / LIQUID APPLIED FLASHING MEMBRANE OVER 2 w - 0 114"SEALANT WD TRIM• MITER AT HEAD/SILL AIR BARRIER z o O PFN SHT MTL(SM-5) EDGE OF ROLLER SHADE ALIGN FIBERGLASS WDO UNIT, FIBERGLASS w Q " WHERE OCCURS L CHANNEL AND ALUM DR FRAME w R�� PT PLYWD SPACER a) -f SEE WOO DETAILS FOR WINDOW JAMB - TYP - ENLARGED aE ,I '-L I NOTES IN COMMON 14 6" 1'-0" I . _ Ic9 REGARDING FLASHING = C ► 112" 0 a) MENEM �/ �� I I - 1 BACKER ROD AND SEALANMIMMMO T � —+e I-\ ._) ] i _- -' d - r ' LOUVER MINERAL WOOL INSUL I 1/ r r� NO HEADER REQ'D -- I _ I t ■ / C� pc FOR LOUVER L1- T Uri* I ��i�� I �, �i fi ! � r l• ROLLER SHADE, /1 ! :: � , SPRAY FOAM - _ INSECTNENT SCREEN n - ■ SEE C .�/ J� ��-. . ' - I v O w o ® ALIGN TO CEILING. I I :. c ixiiir INSULATION — — � w U DIM POINT ALIGN TO TOP OF PLAN CD F.O. FRAME ,�,1,•�,1., REVEAL WHERE NO „_;� �� I .r-':; ._., , ,. INSECT SCREEN CEILING OCCURS - 1 '�1--,�.1 1i •�,•'-+; ;, .1- 1� 2-PIECE PFN SHT MTL(SM-1 & SM-2) -10 •..,•! N \ HEADER PER STRUCT C.} �+ :..:.. . �:• .y,,:, .im!. ;' � DUCT PER „ 1. �� +.�•.:- MECHANICAL \ I ::: co SEE WDO DETAILS FOR NOTES IN ••'-�' INTERNAL STEEL REINFORCING BY WDO MANF /�'�`�' r `' '' DUCT PER 2 r �4•=. ` — ".:... MECHANICAL I COMMON REGARDING FLASHING .wi-r:�-'iY: I •II LIQUID APPLIED FLASHING MEMBRANE OVER `y ALUM SPACER, EA SIDE SEALANT �` "'i BLANK-OFF PANEL, SEAL TO I PFN SHT MTL OVER INSECT SCREEN '.�1 4y, �I.: _ ,::',•,ft-,•.�.t, LOUVER FRAME AND DUCT I LIQUID APPLIED FLASHING MEMBRANE OVER „ LOUVER , . r_ �;i_;;.: ,;.. 3 SEALANT, EA SIDE �1 f, BLANK OFF PANEL SEAL TO - - ' " '1 I AIR BARRIER 3 O co "'fff LOUVER FRAME AND DUCT SPRAY FOAM INSULATION I • I - �� :'I';. 2 ALUM DR JAMB TO WINDOW LOUVER HEAD AT SAVE/RAKE LOUVER JAMB f,,-: _:'-1- •_ \ I - I STARTER BAR & PANEL Cn d. 53 H 43 , „ 33 1 „ — �' L�1 \I CLIPS PER SIDING MANE N 6 = 1 -0 3 - 1 -0 3 = 1 -0 f';_,: — I 3/16" CV I :•,....••• • L MAINTAIN 112" GAP TO + _c -4- 0h , • • • • .„.. 7� FLASHING WHERE WOOD al = O z ,-,:i,:,:-:'LI SIDING OCCURS, PROVIDE _ QICO CO in a \I _ SIDING VENT BEHIND."..-, 7 O LINE OF WD SIDING ABVmac r: LL i RO w O 112" CHAMFER CEILING SEE RCP z / 0 a 114" \ / ` CU ¢ iI - O co d,< 1-112' FOAM-PLASTIC RIGID - CI O ' s INSUL STRUCT(NOT \ I■ I ^, SEE O r ----- -. - ,-, 1 ! 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Z z SPRAY FOAM INSULATION Q SEALANT LU Q O cn _ w a �1 PFN SHT MTL (SM-3) MARK DATE DESCRIPTION CL BLANK OFF PANEL, SEAL TO r `:� L� TO WDO FRAME _ FOLD SILL FLASHING UP 314" AND ATTACH 1„ LOUVER FRAME AND DUCT 314" o � 4'1 , / �\ - FASTEN TO WDO RO WOOD SIDING, CUT PFN SHT MTL FLASHING OVER \, EXTENSION �\ , I 70 `"' I.T�-:L. DIM POINT Issued: 08/28/2017 TONGUE WHERE LIQUID APPLIED FLASHING I: ( -_ ________ kr a F.O. FRAME /�� j NECESSARY INSECT SCREEN MEMBRANE OVER , L�� 112" CONT BACK DAM. SEAL EDGE Skil 5 1/4")1.,:- ,,,-.'2,'' -I ` Scaie: As Indicated LIQUID APPLIED FLASHING MEMBRANE OVER DUCT PER TO FOF �I �' PFN SHT MTL {SM 5) OVER / LOUVER Y / \T LIQUID APPLIED FLASHING MEMBRANE OVER MECHANICAL I� r-- _ _ w \1::....:::::,.. w.. - \ + �i■ � I AIR BARRIER 2—PIECE PFN MTL FLASHING (SM-4 & - �\ flET I •■ is-fIrcon- ?.:w.••' ?s."-iT:p.. v.,Y:f! - 1/ r. \ 1L ' ` "'`'' SM-6), SEE WDO DETAILS FOR M ,; °`" PFN SHT MTL (SM-4) Z; •A.iL;• _ �- ,�_ r �� . .�'�-}� • �� NOTES IN COMMON. 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N <}`-t4 •.:..',, r - 1 ' SEE EXTERIOR DETAILS N PT PLYWD, 112" X 2" X 4" G� ;:':,: LO FROM FLOOR, MITER AT HEAD ,, " I p,D3 S �NG •,•'y;l / PLAN ' SEE 4A I �� I ` o "114" SEALANT = I WINDOWS LOUVERS, r p PLAN I E ALUM DR JAMB - TYP - ENLARGED LOUVER SILL FLASHING AXON @ WINDOW & LOUVER (SIM @ DOORS) WINDOW SILL - TYP - ENLARGED DOORS N 51 „ = 41 3" = 1-0" 31 6" = 1'-0" NOT TO SCALE 11 6" = 1'-0" 0 3 - 1 -0A5O2 N C 50 I 40 I 30 I 20 I 10 1 0 I I 50 I 40 I 30 I 20 I 10 I 0 at � LIQUID APPLIED FLASHING CO NOTE: AT ROOF HATCH, MEMBRANE OVER PFN SHT MTL ,1 LIQUID APPLIED FLASHING HALF VALLEY TRIM PER INSTALL FACTORY CURBED :'I II ' I I= SEE MEMBRANE OVER PFN SHT MTL OVER LIQUID APPLIED FLASHING I , SEE MTL ROOF MANF DETAILS UNIT DIRECTLY ON TOP OF '; I I-1 PLAN OVER LIQUID APPLIED FLASHING STRUCTURAL FRAMING IN MEMBRANE OVER AIR BARRIER • I �' �� PLAN .-----"' ROOF PANEL, CLEAT AND LIEU OF"SKYLIGHT CURB" / MEMBRANE OVER AIR BARRIER CLOSURE PIECE, CURB FLASHING. 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' ' IIIPill I ` MEMBRANE OVER PFN SMT tQ CZ0 +, .I■ I PERIMETER GASKET AT FRAMING PER STRUCT - -I • I MTL OVER AIR BARRIER g EC O / FLANGE, SEE ELECTRICAL FLUID APPLIED FLEXIBLEI T. r� z ROOF JACK, SEALANT AND• MEMBRANE OVER PFN SHT �� ,/-1 ---------- - GRID SUSPENSION SYSTEM OR w Q MAINTAIN AIR BARRIER i i.. I I 1 MTL FRAMING z FASTENERS PER MANF MTL O •VER AIR BARRIER I i , �. CONTINUITY AROUND tQ � ��. • 1 1- " TRANSITION, 6” MIN LAP �_ ❑ 0 .�_ -idI I a III U SIDING VENT / ROOF PANEL MAINTAIN CONTINUITY i - �„ - ammo, 4=14 : ' '° OF FELT OR AIR / I 00 I— I-I ••--` I UNDERLAYMENT BARRIER AROUND BASE a' % I I 1 I I 'l - --i PFN SHT MTL(SM 15 t I- INSECTNENT SCREEN I I _ .` <; ,t - - - 1 M _ / —• • OF HEAD WALL __�' 1_ • SIM AND SM-16)AND fi / / _ 4-- I t :O STARTER BAR, ALIGN E •I I .u... ...■ .. -� INSECTNENT LIQEMBRAN ELIED FLASHING 1- s'm""" m""" LOCATE OENTERED NN TR TIONS PANEL Y`i`- SCREEN WITH ADJACENT _ =rYi....■■ �'/ FLASHING, SEE i--IL] I �- I ��........ 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SEE PLUMBING / SEE RECITE SCHEDULE I STRUCTURE ABOVE @SEM. OMIT INSUL AT CONT PT BLKG AT 1 CONTRACTOR'S PROVIDE DIAGIONAL KICKERS. CORNERS, TYP FOR GLASS TYPE 1OPTION F I • 1 FRAMING, SEE STRUCT. FIBER CEMENT CORNER PFN SHT MTL(5M-11), TYP 1 REMOVABLE STOP @ BY MANF iie3" 3/8" IBORA io SEALANT AND ,Lr) I INTERIOR-TYP IT �►- s BACKER ROD, TYP i I DOWNSPOUT BRACKET, 2" _ 6 h i I I TALL AT 24"O.C. VERT , , N . .. ... / -- � • �: HM FRAME SEE a41 A'S65 \ / 1 `„ / - I I i 1 17- 1J �; ALIGN r 1 I / I I� ! ` I': � CUT OFF TONGUE ‘.—“III- -- 1 Iji'44WHERE OCCURS, TYP 1._ . 1 i in I I I APPROX LOCATION OF I/ •'.• ' I O W I `'' Bora Architects, Inc. i s I A I I WINDOW TREATMENT, I FOR NOTES IN COMMON I I 'I INSECTNENT SCREEN, TYP 720 SW Washington, Suite 800 N �/' WHERE OCCURS. 1 SEE 31 1 ASd1. ' ,1 15116" VARIES 15116° ' , t;--11---- 1 Portland, Oregon 97205 'I + I , y LIQUID APPLIED FLASHING 503.226.1575 .c> / \ / MEMBRANE OVER I AIR BARRIER, TYP 1i I www.bora.co OHM RELITE FRAME - MULLIONil' 1 40 ,: II 3" = 1'-0" / � ►--{Ea3) %/�7�� /1 . . ►r - �i��i Et), , OMIT INSIIL A7 rte'• I I CONTRACTOR'S d ' ' �� OMIT INSULAT I , OPTION SEE WINDOW SCHEDULE FOR INSECTNENT SCREEN l; - '� CONTRACTOR'S TRANSOM GLASS TYPE w a w v -r ��.1,- v7 ., XII., OPTION l� �. x GYPSUM BOAR* 1/2" UVil ,._"(/) x �.f. . GLAZING AT DOOR SIDE, AT SIM. I I E ' It i„ 1/2" INSECTNENT SCREEN ;,. Vi• I' r �I _ l - -- LL _ "' / REMOVABLE STOP AT BLKG AS REQD LIQUID APPLIED FLASHING MEMBRANE , - - - - - -� rn INTERIOR OVER AIR BARRIER -.k, •5 0 t-11 PAINTED 14 GA HM DOOR WD TRIM, MITER AT JAMB (3) LAYERS 1/2" PLYWOOD SHEATHING co ,,', n Z FRAME AT SIM. . O DEFLECTION BRACKET BY WDO MANF, SEALANT ALIGN WITH EDGE OF PANEL _ ,- DOOR PER SCHEDULE SET IN BED OF SEALANT r E r. / ABOVE. SEE ELEVATION. 4)\ ---- d _ J W 17:1r/ SEALANT M / 2X6 HEADER WALL HUNG FROM FIBERGLASS WINDOW 1., ALIGN FRAMING ABOVE. CONTINUE TO _ 0 OMIT INSULAT STRUCTURE ABOVE AND PROVIDE CONTRACTOR'S 1 15/16" VARIES 1 15/16', DIAGIONAL KICKERS @ SIM \-1/4" OPTION / – HM DOOR / RELITE FRAME - TRANSOM/JAMB 35 WINDOW HEAD - VESTIBULE SOFFITT ® COLUMN WRAP AT GRID A/4 3" = 1'-0" 3" = 1-0" 3" = 1-0" — �. ED ARc ': CHRISTOPH40 • A LINN ,--� rorf ill zOff OF ' 4 4 SM-1 SM-2 SM-3 SM-4 SM-S SM-6 SM-7 — .... • z \ \ \ 2 \ I \� —I FASTENING w N i-(-----0 2 co �� z \ w LOCATION, TYP N S N °_° N co j3/4"i U Q n , _______ <i i` N N to Eo L U 0 io u,0 - —‘c___:) Elmo__ N ,, -- j, , , ;4._ F El li t-') . " L 1'1 L 4 3/8"AT FIBER CEMENT SIDING Q �;�� < a \_) - /e K,,,,,_____;\`' HEM OVER FLASHING �7/8 AT FIBER CEMENT ¢ r iJCD LL 0 _� 5" 5 114"AT WOOD SIDING / \i/ FOLD EDGES LL 4 114"AT FIBER CEMENT w 1 118"AT WOOD SIDING -ago; u, 0 1 ,12"AT FIBER CEMENT SIDING Cl' 5 1/8"AT WOOD SIDING T T \ �/2,/ 2 114' // ALIGN TO FACE FOLD EDGES 2 318"AT WOOD SIDING I OF ADJACENT r■ HEM OVER 2" MIN FLASHING L FLASHING HEM OVER FLASHING •� 4.0 wip 0 m 3 3 °o -0 m 0 -5 W CC �, CO E N C E cQ CV SM-8 SM-9 SM-10 SM-11 SM-12 SM-13 SM-14 471 CQ CU ID ce Oe - \ \ \ °' \ 2 3/4"VFY IMTH , 6"VFy I z O J = 7 1/2'VFY IMTH ROOF MANF Y IMTH ROOF MANF [— O —1 X a LI- 0 = ROOF MANF ` \ 1 ' / _ _ 0_ a \ 1 ~~ - co M a c0 �o z - `� Q M `� Lu M f W 1 �� r, -- ii HEM OVER 7 1 4.�... LL �� • I ROOF TRIM HEM OVER z � v — \?:.) � J 2 N‘ ROOF TRIM ,:/ ll 2 718" co / 4 114"AT FIBER CEMENT ` ALIGN TO FRONT v I OF PROFILE 9 15 1/8"AT WOOD SIDING u. 4 > O - I- CO LU PI O cv Z w %.2 2 O Lt O = _ Ct 5/8" WRAP HEMMED // // FLASHING IL r > > w SM-15 SM-16 SM-17 \ I \ CONTI C UOUS AT h Li --I MARK DATE DESCRIPTION 5' - CONTINUOUS in 1" 6" - CONTINUOUS OA7 CLEAT :co @ r / 77 Issued: 08/28/2017 �aQ \ Scale: As indicated RIVET ALIGN TO z" r�A+ BOTTOM OF N, J7 \ ._ SOFFIT � jA------Tcv_ j \Y r co 4 1/4"AT FIBER CEMENT w r / 0. ALIGN TO / 2 �f' �� - ALIGN TO // 5 118"AT WOOD SIDING N ty 4 BOTTOSM OF /� BOTTOM OF SO CO Copyright 16013 1 rye' 1 PERMIT SET EXTERIOR DETAILS 4, Q PFN SHT MTL PROFILES (SM-#) N ©, 6" = 1'-0" NOT TO SCALE w 50 I 40 I 30 I 20 I 10 I 0 I 1 50 1 40 I 30 I 20 1 10 I 0 I ALIGN FRONT EDGE WITH FINISHED FACE OF ADJ / FACE OF ADJ FINISHED �- FINISH FACE OF ADJ WALL, FINISH FACE OF ADJ WALL, WALL WHERE OCCURS. ALIGN WITH FACE OF ADJ WALL, WHERE OCCURS WHERE OCCURS WHERE OCCURS FINISHED WALL, WHERE MATERIAL TRANSITION I MATERIAL TRANSITION OCCURS I MATERIAL TRANSITION MATERIAL TRANSITION AT f 1 AT CENTERLINE OF AT CENTERLINE OF 1 I / 1 N1 4 CENTERLINE OF DOOR. I 1 MATERIAL TRANSITION AT CENTERLINE OF I I I I DOOR, WHERE I AT CENTERLINE OF I DOOR, WHERE 1 WHERE OCCURS MECHANICALLY FASTENED /I / DOOR, WHERE I I I METAL JOINER BAR, 1 I I OCCURS MECHANICALLY I 1 OCCURS I MECHANICALLY FASTENED WHERE NO DOOR I I DOOR, WHERE FASTENED METAL I WHERE NO DOOR 1 I OCCURS WHERE NO DOOR I/ ME-AL JOINER BAR I SEE FINISH PLANS ANCHORED TO I I I OCCURS REDUCER STRIP SEE FINISH PLANS WHERE NO DOOR I I SEE FINISH PLANS I I SEE FINISH PLANS I � CONCRETE � I 1 I I WHERE NO DOOR ICOUNTER SET ALIGN • I f I,: II I I I SEE FINISH PLANS CARPET I CONC 1.---i r f 1 FASTENERS ANCHORED CARPET I FLUSH FASTENER HEAD I ; I I FLOOR FINISH CARPET CARPET L __ / L J IN CONCRETE I I 6 FLOOR ASSEMBLY �— SEE FINISH l _ E I_ - FLOOR FINISH - L _ _ J / I f• I PLAN/SCHEDULE • _ FLOOR FINISH - _ _ _. _ SEE FINISH R ASSEMBLY 6 BORA cn x �� FLOG w Q °^- i I . • - .- d .A SEE FINISH • �/• 1 PLAN/SCHEDULE ' a PLAN/SCHEDULE • W X E � ;.. C ^ X14" ; a C ' n ' Q M AT RF ONLY. • - - . • • • I PROVIDE A -/ -HOLD FLOORING °-�,° a b ' RFT/RF RFT/RF WELDED SEAM. LFT/CS ' RFT/RF BACK FROM • CPT LFT/CS 44 ow ALIGN ■ r FASTENER TO CPT CPT y N. AVOID CRACKING. CPT RETIRE f, - FLOOR ASSEMBLY - ■ 'I Bora Architects, Inc. FLOOR ASSEMBLY \ FLOOR ASSEMBLY 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 5E SECTION - FLOOR TRANSITION - CPT TO CS 46 SECTION TIOON - FLOOR TRANSITION - RF TO RF 36 SECTION - FLOOR TRANSITION - RF TO CS 26 SECTION - FLOOR TRANSITION - CPT TO RF 16 SECTION - FLOOR TRANSITION - CPT TO CPT www.bora.co 1 — SEALANT /� / ,_ ALUMINUM V �' i:_ ' L-ANGLE „• / J TRIM. '1 ;` _ +�,'. SOLID WD 3 TRIM • LINE OF = / ADJACENT SEALANT1/2"Y• �'.-:1; s • . DIM : SURFACE >T, ' �_`r; M. , 07 ..__.J . . . /..... .....- .. . - _ / — PT _ TB OVER PLYWOOD `, _ J* _ y ` B TRATE TYPE VARIES_ :� ,= � y 5 _ sus E A s �; H' ^"�:.. _ 5 Y,r EE INT. ELEVATIONS • N - _6=- •:•�= - S O S - - Z,. �J LJ z / •°:,:, �� MB PANEL . - .42:::-.:::,,::::,-:,.._:,,:-.,:_:‘,11,:i: •::•„- • -'-y Q Q / TB WITH PLYWOOD s ,, •!-'..,..,;-..'.:,..;'::_",...:1.,'',,_","-.n.:_:': <�,� ASSEMBLY U ' a a ''� / `} j` SUBSTRATE, TYPE A EMB Y ui ui / 1� r VARIES. �- -te. AP VSEE INT. ELEVATIONS q ?T :1 r 1141, PAINT WALL 112" Y ALUM "L"ANGLE . 1/8" AP VERTICAL ASHLAR (---) POWDER COAT TO 4' RE: PLANS MATCH AP 0 P6LAN I-AP AT INSIDE CORNER 0 PLAN --OAP TO AP 35 P6LAN OR SECTION - TB TO GWB - INSIDE CORNER 26 PLAN OOR SECTION - TB TO GWB 16 P6LAN OOR SECTION - MB TO GWB 05 CARPET TILE LAYOUT — a ALIGN /� / ALIGN . ,,,� WD-1 END WALL CAP, WD-1 END WALL CAP, / 1' F, J 1Q�C SCRIBE TO FLOOR SCRIBE TO FLOOR. WD-1 END WALL CAP, Al ;:• ` , CORNER GUARD, WHERE 1/8" PROVIDE 1/8" REVEAL 118" PROVIDE 118" REVEAL 118 SCRIBE TO FLOOR. ,•� �CHRISTOPH •' ' v OCCURS 118 AT HEAD CONDITION. 1/8 AT HEAD CONDITION. 118 " PROVIDE 118 REVEAL ; AT HEAD CONDITION1;.-2,' - L N ,_- WALL PANE, TYPE VARIES. - �,," •\1� SEE INT. ELEVATIONS �� //_ v_11I � _ / �� }''; 't `` �1'r 11 rt •! m i .,-.:''''••• ••_-- „J _ .'i_,,: r*v, . ' �I / - �J - 'T• -'Lti G:�n:- T,`Y. - -/ - _• i.fl- "`,,•-f•,`- -,( �\ ,'Y•,� L t�� 1 DIM .,' 's '._1 -_ _ Y~:l' ' eY- y. ,;••••r' • I +� II , O 410- BOTTOM OF PANEL w ao *y, 1 I 4J PT r r _ _ •'i- T. I c 1 / • Y SOLID WD 3 WOOD TRIM. i, •r �� • r �G h - - •S•' ,•T V Cq ,�` v) OF O EASE BOTTOM EDGE AND ;1� i - III 1 r _ . .I '., METAL TILE TRIM - r• - - �.: ALIGN WITH FACE OF WALL '• PANEL. / N. ,F=, �s / SEE SEE s'" ; \ =• •\---\- 4 � 4 `- WHERE OCCURS LINE OF / '� I, PLANS ;•.,,, PLANS / `'``' SEE //// / /// // 7 2 112" WD BEYOND Y';;,, -1 \R / • PLANS ! / // / / / / / // / y`T 1 RUBBER BASE, SEE INT. a," }•', :,;; \ / `;._, , .,'..:` ELEVATIONS. PROFILE -_.; ?. / 1:-...!•:•, - WP PANEL WP PANEL THIN SET WALL / ;-; WALL PANEL, TYPE SURFACE APPLIED WALL PANEL; TYPE VARIES SURFACE APPLIED • VARIES, SEE SPEC. <` :FI {'' 'a: ' I ASSEMBLY •, ;� ASSEMBLY TILE s• - �,” FINISH FLOOR. - • VARIES. SST CORNER GUARD _ I " SEE INT. ELEVATIONS SST CORNER GUARD SEE INT. ELEVATIONS OVER WALL PANEL OVER WALL PANEL. SEE PLANS / ' / ,I- •`I ( / '.: �. WP PANEL ASSEMBLY � L w 54 SECTION 6 N - WP, MB, AP OR TB AT RB 44 PLAN OOR SECTION - WP AT WD END CAP Copy 1 34 ELAN OOR SECTION - WP AT WD END CAP 24 ELAN O 6" R SECTION- WP TO CT AT WD END CAP i. PLAN '-O 6" WP TO GWB - OUTSIDE CORNER WI GUARD Q4 PLAN I-0" OWP TO WP - OUTSIDE CORNER WI GUARD Nina 6" i a) 0 BLOCKING, AS REQUIRED RECESSED FIRE EXTINGUISHER CABINET \ AT SIM, A MARKER BOARD ALUMINUM L-ANGLE ; 0 TRIM, UNPAINTED , / • \ , •- ? 4=f �p /// /A`7 I ////: m 3 .LD3 °o o WALL PANEL, TYPE VARIES. `- UllCe SEE INT. ELEVATIONS 118" C C C CO ..1.7, E = N i_ r..... 03 PLAN - WP AT RECESSED FEC Cri = ON 6" = 1'-O" CO CU 0 Ce SEALANT DIM TACK BOARD WALL PANEL PT SEALANT O 03 DIM SEALANT SEALANT 'F JPS / SEALANT II- - ...... - �_ I I I / a II CO I"�' t SOLID WD 3 TRIM A ;` �., J• PANEL EDGE. ''-.C.'2 A' \\\`{� i • ti...•• \\ ' \\ d ,. �� / ,..i,/...,(7,,..7 / a \\\ /// / A,/ // // / / /`♦/ / / / // / /"ci ,_. , ._,._ ,- .!•,:'‘_. / •/ / / / / / / /f/ / / / / / / / / / / / / / / / �` . _ ' \>/, \\ \\\\ — . \\\\ 111 u I /4 - :.;j. _ y`, - 1 ,` 1/8 118" _ IID ,'•° I Jr:, •' ."-' ' " TB, TB, TYPE VARIES. / ADHERE PANEL AND WALL PANEL, TYPE 118" COUNTERSINK WALL PANEL, TYPE VARIES. TB ADHERED TO PLYWOOD /D WALL PANEL OR MARKER BOARD, { r - WALL PANEL, TYPE VARIES. - \ SEE INT. ELEVATIONS SECURE WITH FINISH VARIES. FASTENERS AS NEEDED. SEE INT. ELEVATIONS SUBSTRATE, TOTAL TYPE VARIES. ='•ii TOP OF CORNER PT :;,.._•;•':_; SEE INT. ELEVATIONS • 118'1 GUARD WHERE NAILS SEE INT. ELEVATIONS THICKNESS TO ALIGN WITH k,a SEE INT. ELEVATIONS .;_ty ': OCCURS ADJ WP, TYPE VARIES. SEE INT. ELEVATIONS • •'F„' I'•F' ,• w,'•' Ter,. I - - WALL PANEL, TYPE VARIES 2 SEE INT. 2 ELEVATIONS 52 OSECTION - WP TO GWB 42 PLAN 1'-0" OTB TO TB - JOINT 32 P6LAN 1'-0" WP TO WP - JOINT 22 P6LAN OOR SECTION - WP TO TB 12 P6LAN 1-O 6" WP TO GWB - INSIDE CORNER 02 PLAN -OWP TO WP - INSIDE CORNER THIN-SET CT S\e- THIN-SET CT WP OR TB TO GWB -.1; '- / Y WALL PANEL, TYPE VARIES. %, 114 / METAL TILE TRIM METAL TILE TRIM SEE INT. ELEVATIONS _ / MARK DATE DESCRIPTION ;'-,•_y p� ABOVE COUNTERTOP ;; / ,_„_ . ABOVE 4' ti ABOVE 4' •Imo' \•:•°•,', ALIGN ' •:i- _ -• _ _•:a' - _ _ - ir:, c- �1 '-.I I sin ,: : '- ; , s^ . - •: :_' :e�-:.'_-1.: `F;:: L Issued: 08/28/2017 iY 1 - _ - k , r ;yl - - - •.s _ ,±'_ I_-. ,•t. --•°-.`F,G•Tr- // /�//� � �/ _ --=� = Scale: As indicated 118 'a i NT sf�- 14 SURFACEMOUNT - � � / �1' nom' „ ,- //^� _ /' .------- 7/1"-----------7-- ----- ----____ /��-� � SST CORNER GUARD .•-..:;; ' , ;;- ' WALL PANEL, TYPE VARIES. .` BELOW /� �� /I 1. WOOD TRIM BELOW -' �' : / SEE INT. ELEVATIONS - ;.,-7::('/"t,,,/ SOLID WD-3 TRIM WALL PANEL BELOW 2 1/2” 1/8"--- 1/ L ANE BELOW A 7. 'f / THIN SET CT '^''-Y• SEAL JOINT WALL PANEL, TYPE SURFACE APPLIED �' _ VARIES. SST CORNER GUARD ',•!''.:-."' SEE INT. ELEVATIONS OVER WALL PANEL '•!.-..";•;_,' THIN-SET CT lz.� • * - ,' ; METAL TILE TRIM ";,: - - AT CASEWORK METAL TILE TRIM Copyright 16013 '� ' AT CORNER GUARD '' T Co I 1 2.ry, r \' _ — ' i - # {� PERMIT SET - ,L - - � 1..a L. ' . WALL PANEL TYPE - - - - - - - -. ' _ Y- E :L•: N VARIES. i .. //// • rr •�'I 5 'Y -`Yv;r EE INT.So •-�, - ELEVATfONS /,_ _ (--- // // J� /�/�f�/� INTERIOR DETAILS L - 118 WALL PANEL, TYPE VARIES. SOLID WOOD EDGE 1r WP OR TB TO WP OR TB 314" , WALL PANEL, TYPE VARIES. j 2 112" �_ TRIM, WD-1. 1. SURFACE MOUNT 118" SEE INT. ELEVATIONS 314" 118 N- / / SEE INT. ELEVATIONS SST CORNER GUARD AT CORNER GUARD 1i Q N51 SECTION - WP TO WP PLAN - WP/TB21 11 - OUTSIDE CORNER - NO CORNER GUARD PLAN - WP TO CT - OUTSIDE CORNER W/ GUARD PLAN - WP TO SOLID WD - OUTSIDE CORNER W/ GUARD PLAN - WP TO CT - OUTSIDE CORNER A561 N 6„ = 11 O,I 41 6 " = 11-0" 31 6„ = 1'-0" 6" = 11-0" 6" = 1'-0" 50 I 40 I 30 I 20 I 10 i 0 I 50 I 40 1 30 I 20 1 10 I 0 STICK PIN ATTACHMENT. 1 112" EQ EQ 1 112" L EQ TO EQ TO 1 1/2" SEE RCP ADHERE TO DECKING. /� / / Ar/: / / DO NOT FASTEN PERPENDICULAR DIR PERPENDICULAR DIR DIRECTLY TO WOOD �a.,.-�y —__��{ -`��_ f a�,,_�---- -=�.� .� • ,. ==== DECKING. _ %��♦/�/,t, �♦ •.414 ♦ WOOD DECKING, /' VO �♦`�/�I� SAS ' N _1 SEE CEILING \ WOOD DECKING, SEE I I ASSEM ASSEMBLY FOR FORING ADDITIO ABLY ADDITIONAL I INFORMATION. INFORMATION. D E- 0 U ( I STICK PIN I CROSS SUPPORT TO n ATTACHMENT, TERMINATE SCRIM 6 c I S. ADHERE TO DECKING. 1 MATERIAL. SUPPORT 6 BORA w I III DO NOT FASTENI OFF OF UPPER CORD (/) DIRECTLY TO WOOD I . OF JOIST. DO NOT DECKING. FASTEN DIRECTLY w INTO WOOD DECKING. jSTRUCTURAL JOISTS, I I STRUCTURAL JOISTS, SEE STRUCTURAL SEE STRUCTURAL SCRIM FACING I SCRIM FACING OVER Bora Architects, Inc. OVER BATT BATT INSULATION 720 SW Washington, Suite 800 INSULATION �` VARIES, SEE STRUCTURAL I I Portland, Oregon 97205 503.226.1575 f _ www.bora.co PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE 26 SECTION - SCRIM FACED BATTS 1 1/2" = 11-0" METAL FRAMING AS REQ • / 1\4 . . -• 04 . w i / . c.) - wz w wQ 5 1\ L • 5 DIM . : I\ 1 GWB 0-4 r CORNER BEAD in z In < Cn J o_ SEE RCP ' // / ® TYPICAL GWB SOFFIT 1 112" = 1'-0" OD AkC c_\°5362os & CHRSTOP)IC� A562/ r / • L NN DIM • \ POINT torr p I. . It FULL I \ FULL 14 ,1 t 1'-0" 1'-0" SEE PLAN FOR TILE TILE VERTICAL TILE '14) ��(5. TILE ORIENTATION �i 1° i t 1 ORIENTATION - — — I - IN ROOM - LAYOUT START 01 O POINT, CENTER ON 4 TILE TILEL WALL TYP. 4 DIRECTION \ _„,_ / ol<> — CJ DRAIN SLOPES 1/2" � w _.- ill __,_____ PER FT. MAX J` FULL TILE TOWARD CENTER i - - — - — I - - — - -. ``- / \ i? — LAYOUT START inJa) EQ EQ EQ POINT, SEE PLAN p 4.1 J FOR LOCATION �y . . ......., cv \ - PLAN - TILE - AREA DRAIN 24 TILE PATTERN - FLOOR TILE PATTERN - WALL C..) 1" = 1'-0" \ 04 3" = 1'-0" 3" = 1'-0" C 0 SEE •____kic � PLAN Com.) �+ co ., 11- BULLNOSED \ . +'' 1-1Q TILE AT OUTSIDE - TILE BACKER BOARD, a CORNERS, TYPSEE SPEC CI 73 3 - THIN SET \ \,.: ' BULLNOSED TILE 3 g � 0 ; CERAMIC TILE r; / C.%% W et SEE PLANS /, E CV .z C )\ \:; 1 = 01 - THIN SET WALL MORTAR (o CCS 0 THIN SET WALL TILE l"" m 0 NJ CI CO ® PLAN - TILE - OUTSIDE CORNER 03 SECTION - TILE - EDGE TRIM 3" = 11-0" 3" = 11-0" LINE OF ADJ WALL WHERE MATERIAL TRANSITION —,N. OCCURS. AT CENTERLINE OF METAL FLOOR , N, ________ MATERIAL TRANSITION AT CENTERLINE OF DOOR. WHERETRANSITION DOOR, WHERE OCCURS .hi' METAL TILE I IOCCURS NO GREATER THAN WHERE NO DOOR REDUCER STRIP I I WHERE NO DOOR OCCURS 112" DIFFERENCE IN OCCURS SEE FINISH I I I I SEE FINISH PLANS FOR HEIGHT I PLANS FOR LOCATION FLOORING 1 I k SEE 1 I , I TRANSITION POINT 2 FLOOR FINISH SEE I THIN SET CERAMIC TILE MAX.I I 2 FINISH PLAN/SCHEDULE LEGEND 170° I I I SCHEDULED THIN SET P_ _ _ TILE s•_ti"ry-6 0..;:•:21C*- •.fie • '.•.• a ';. '° e I - 4 CRACK CONC SLAB - ISOLATION , MEMBRANE PER :1 : :p• ° '' ,-'. .,' I A ,7. ,-4 SPECIFICATIONS RF I•CT \ Ai �{ w - FLOOR, SEE PLAN MARK DATE DESCRIPTION — 22 SECTION - TILE - FLOOR TRANSITION TO CPT 02 SECTION - TILE - FLOOR TRANSITION TO RE 3" = 1'-0" 3" = 1'-0" Issued: 08/28/2017 / Scale: As indicated \ SEE PLANS VLANS 1DIM 6_ CUT BASE TILE WALL _ PT �� THIN SET TILE / - THIN SET WALL MORTAR I ,./ THIN SET WALL MORTAR METAL COVED BASE \ i ci %' TRIM i in METAL COVED BASE Copyright 16013 THIN SET FLOOR TILE SEE 4c\ TRIM 1 FINISH PLAN/SCHEDULE i RESILIENT FLOORING-SEE PERMIT SET CRACK ISOLATION/ FINISH PLAN/SCHEDULE 2 \ ‘6_41r_./__/ /--r /11/.../.--, WATERPROOF i CL 1 & : - i - : . . • n; ., � MEMBRANE LAP UP WALL �a- INTERIOR DETAILS S N 21 SECTION - TILE - COVED BASE 01 SECTION - TILE - COVED BASE AT RF A562 3" = 1'-0" 3" = 1'-0" 50 I 40 I 30 I 20 I 10 I 0 I 50 I 40 I 30 I 20 I 10 1 0 I 1' 0" U.N.O. PROVIDE SEISMIC LIP AT SIM - PROVIDE METAL STUDS 16" 1'-0" U.N.O. LOCATIONS WITHOUT SOFFIT 1' -0"U.N.O. SEISMIC LIP LOCATIONS SCRIBE TO SOFFIT/CEILING WITHOUT SOFFIT ' WHERE OCCURS, FINISH TO O.C.BACKING IS WHERE r . MATCH CABINET REQ'D , ri, DIM POINT i DIM POINT DIM POINT WHERE NO / --4----- DIM POINT NO SOFFIT WHERE r ` DIM POINT le DIM POINT WHERE 0-----__ SOFFIT OCCURS. �1,-0„ WD-1 SHELF J OCCURS. � . NO SOFFIT OCCURS. 1 I _ -_ /. / II r - ALL EXPOSED -� 2 X SOLID WOOD BACKING z = z SURFACES ARE - �� O ADJUSTABLE z o = DIM POINT (2)#10 SMS AT EA. STUD II ! �= SHELVES. TYP. O P PLASTIC LAMINATE , 1 �o ,/ , - ¢ I- -...._: j TYP. I,•I „ N I. �N W I 12 DOOR WHERE ----- _ —_- w J I r STUD BRACING w OCCURS, SEE ADJUSTABLE SHELVES, I 1 AT 4'-0" O.C. 6 _ ADJUSTABLE z INTERIOR ELEVATION zz SHELVES, TYP � � z TYP �•'I : CONCEALED SUPPORT 6 BORA • AND ROOM - - - G DOOR WHERE OCCURS, I I , BRACKET �� I- SCHEDULE FOR - �O SEE INTERIOR I 1 (2)#10 SMS AT EA. STUD cc w FINISH r' '• w ELEVATION AND ROOM I I '� END w •1 THIS SET WALL TILE I _ .. _ t w r ---- -- = w w SCHEDULE FOR FINISH 1� - I SEISMIC LIP AT ALL `� OVER BACKER �- PROVIDE VALANCE WHERE k • LIGHTING OCCURS. I !1 DOORS.S BEHIND BLOCKING 6 Bora Architects Inc. - ' ' � UNDER CABINET • \ 3 - 1 -0 g N' LIGHTING. SEE ELEC PROVIDE VALANCE WHERE \ 720 SW Washington, Suite 800 UNDER CABINET LIGHTING 01� FOR LOCATIONS. OCCURS Portland, Oregon 97205 0 CASEWORK - UPPER 46 CASEWORK - UPPER - OPEN 30 CASEWORK - UPPER - SCIENCE 20 CASEWORK - UPPER - SHELF ` LINE OF SOFFIT __66y 503.226.1575 1 1/2" = 11-0" 1 1/2" = 11-0" 1 112" = 1'-0" 1 112" = 11-0" Ni 1. — WALL, WHERE OCCURS , • • ... www.bora.co i r . (o2� i/ �I A563 2'-1" UNO r, •• 2'- 1" LINO / �/ WALL: WHERE OCCURS r/ •� �� —` .- WHERE LIGHTING .. • WALL, WHERE OCCURS /r 2'-1" UNO / 1'-0" U.N.O. VALANCE r r ` / occuRs, • / 1,II FOR EPDXY RESIN SEE MECHANICAL FOR • �_ �_- COUNTER PROVIDE SIDE -i T- _ _ T FORI/ FAN. AS REQUIRED RETURN ON ALL EXPOSED SIDES. ``• • r /' • NOTE: BASE CABINETS =c - _- USED WITH EPDXY RESIN ` DOOR PULL -,,,--6/* ,.� PROVIDE PENETRATIONS i ` V-------- ..,., ,� - FOR EPDXY RESIN COUNTER I - \ - _.___. _.. �� COUNTERTOP ARE 112" I -� 1 T CASEWORK AS REQUIREDN •G. NOTE: BASE CABINETS USED _il' ! 0 (� HIGHER TO I I I FOR DUCT WORK N O WITH EPDXY RESIN ACCOMMODATE A I ' u • I COUNTERTOP ARE 1/2" HIGHER I io - \ z DIM POINT DIM POINT WHERE L � • w THINNER MATERIAL I J O NO SOFFIT 5 TO ACCOMMODATE A THINNER I- 5 MATERIAL I CJ D �, XI1 I OCCURS. - END WALL L.11 z v z I I �I /if/ 00 PROVIDE BLOCKING r z o o AS REQUIRE O z —r w�� : `ef'rs � DRAWER WHERE I I i- (7) { OLij � --�,,� =J,r \ j 0 OCCURS - SEE INT. z0 EQ EQ PLASTIC LAMINATE ON ALL w J j XNNN• I I 11: F— w O o o EXPOSED SURFACES 1-. W w I I I HOOD VENT, SEE w w o o •` z w ADJUSTABLE SHELVES �I,ii ; w / MECHANICAL. / $ --' - Z I- I Et 1 0 /// 0 314"ADJUSTABLE SHELF, w O • TYP; PROVIDE 1" THICK IF M1 0 �'? w w 1- 0 o WIDER THAN 36". U.O.N. �• w I- cn = Zli 171‘_ _---79 O .. - I C7 c� DOOR, WHERE OCCURS . CO I w J ' o a I : I w J -' ` F- - PLASTIC LAMINATE OVER 314" - w bO -, w�• w _ �\ CABINET SUBSTRATE; SEE I z /� ` �gED AR c, ' SPECS ` 12 1 - n C c� 4--___, ,_ . ,_, — %_ .rte H_ A563 `� ,'�,,, SCRIBE BASE TO FINISHED a COOKING SURFACE ., �� i CHR STOPH oX "pifI 1 LOOR \ Q \ 61Lij \�� .'�' 563 • L I NE--9 �¢ 41, z 'EQ ' EQ 01,�` 1 1/ � I I , Y_ _ _ iLL _ _ _ _ _ _ IN 111 O� c_2), � 0 i i 19)/, ' • &5 W R - BA E ABINET - PEN CA EWORK - BASE CAB - 5 DRAWER CASEWORK - BASE DRAWER AND DOOR CABINET - UPPER - HO DOF 6 4 CASE O K S C O 44 S 34 14 0 . c--- 1 112" = 1'-0" O 1 112" = 11-0" O 1 112" = 11-0" 1 112" = 11-0" 4 04 CASEWORK - TYPICAL CONDITIONS 4 NOTE: FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH NOTE. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH 1" = 1'-0" ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN WALL, WHERE OCCURS WALL. WHERE OCCURS THAN 5 LBF. LEVER-OPERATED PUSH-TYPE AND ELECTRONIC MECHANISMS ARE 5 LBF. LEVER OPERATED PUSH-TYPE AND ELECTRONIC MECHANISMS ARE ACCEPTABLE. ACCEPTABLE. WALL WHERE OCCURS WALL, WHERE OCCURS !� '_ WALL WHERE OCCURS, SEE PLANS 2'- 1" UNO 2'- 1" UNO `" 4" BACKSPLASH, WHERE f , r / / A563! OCCURS '/Z.',''''' r / 2' 1" AT WALL CONDITION rr =141 t' --- COUNTERTOP a) - UNDERMOUNT SINK. UNDERMOUNT SINK. 6 112" El II h. + .. ., N. ._._ - -_�. r t� 8' MIN. DEEP MAX. ;;_ __- `` 1--X- 1 ",}r I \ • COUNTERTOP - �31L s (� '° _�1 . J` A563 , I �� FOR EPDXY RESIN II `% 1 AT LAMINATE\ r COUNTER - COUNTER ONLY - r �� VALENCE, PL FINISH TYP. USED WITH CABINETS 1 cn a r + - �• _ f CASEWORK BEYOND _rt / = RESIN COUNTERTOP Q z w z I T I I ARE 112" HIGHER TO •IN VI O 1 O I I - WRAP EXPOSED PIPES, ACCOMMODATE A }' E11 w w Q 1 - J_ ��~� SEE PLUMBING THINNER MATERIAL V �I w > I - - MAINTAIN KNEE r- .- Q co �i ' w \ a I - AND TOE z t+ / !I .1H w 1 CLEARANCES PER I z ,_ 0 N ` z I 0 Z ! ICC A117.1 �I I - w j , Co N �' w o rLIJ - 7.• CABINET DOOR v 1 N UJ J cv w O 1:3 cra 1 ON RETRACTING z 1 3 H I 3 H N SLIDING HINGES 11 O DOOR 3 O O C7 ICC (POCKET DOOR) M �� -_ _ w V W 1 Lu r i r i\ -I 11" MIN. CLR. z u (/) E I! O OMIT TOE KICK w I TOE KICK BEYOND, wE N - \ - _ U RUN cwn ♦"' 1 I I Fr ZI B)(.' ASE AND FINISH as = ch I FLOOR INSIDE CABINET c Q .. 11" MIN. CLI . j--\- TOE KICK BEYOND, RECESS. - 0 11 d' RUN m z_ (/// BASE AND FINISH . _Li-6 r Imo' 0 FLOOR INSIDE CABINET --- � '_ h I L (JJ ` / \ �. RECESS. - -- CABINET BEYOND II \\ ‘. N r 1' -9„ WHERE OCCURS_ , ,� CO ' ! Cn 0 0) — CO N' 3 CASEWORK - BASE CAB - 3 DRAWER 43 CASEWORK - BASE CAB - 4 DRAWER 33 CASEWORK - ADA BASE CAB - SINK 1 � CASEWORK - ADA BASE CAB - SINK 2 03 CASEWORK - BASE CAB - SINK 1 1/2" = 11-0" 1 1/2" = 11-0" 1 1/2" = 11-0" 1 1/2" = 11-0" 1 1/2" = 11-0" THIN SET TILE /WALL TYPE, SEE PLAN ,t-- WALL T'PE. SEE PLAN - SEALANT POST FORMED LAMINATE I_1L� LINE OF COUNTERTOP BEYOND, , .r�Y v PROVIDE CLOSURE BETWEEN - . COUNTE TO TO MATCH z COUNTERTOPS. COUNTERTOP _ / FILLER STRIP �• STAINLESS STEEL •;_ U COUNTERTOP AND INTEGRAL QI , D� / WATERFALL NO DRIP EDGE, PLASTIC / CABINET BOX 2'- 1" WHERE WALL OCCURS Q BACK SPLASH MAX RADIUS 318"3. EPDXY RESIN COUNTERTOP, FF + ,�� LAMINATE COUNTERTOP. 1 r 'r EASE EDGE TO A MIN. OF 3116" I, ,� LAMINATE COUNTERTOP ,'r I TYP J � r (( MITER - INSIDE/OUTSIDE DOOR OR 2 2 _ WALL WHERE _ . = RADIUS. __,-- 1 _ COUNTERTOP CONDITIONS ,y N _ ► � _ �u : DRAWER WHERE OCCURS O -t - sr' � ' ' .- = X z --- - NOTE: NO SIDE SPLASH = �'n p OCCURS. BACKSPLASH, WHERE I---- 1 �� UNLESS NOTED OTHERWISE --, " I !___. _ I CABINET DOOR/DRAWER WHERE c F.O.WALL OCCURS y 1 _ CABINET DOOR/DRAWER WHERE � �- • CABINET ' i OCCURS. SEE INT. ELEV. OR ' •� 1116" ' 1" OCCURS. SEE INT. ELEV. OR O 111th" '.' �� I I� / _ 2" CABINET COUNTERTOP, SEE DOOR/ CASEWORK SCHEDULE CASEWORK SCHEDULE F- INT. ELEV. 7.1i -- I a / ~ • DRAWER % ;j MIN =_ _s • WHERE MTL. COUNTER BRACKET, -_1 �� MTL. COUNTER BRACKET. a0 _ :;_ OCCURS. COUNTERSWHERE REQUIRED AT OPEN - WHERE REQUIRED AT OPEN Q I l NOTE. NO SIDE SPLASH COUNTERS Lii FOR EPDXY RESIN I-- I COUNTEREDSST COUNTERTOP COUNTERTOP EDGE - EPDXY RESIN COUNTERTOP SPLASH - COVE COUNTERTOP EDGE - LAMINATE DRIP EDGE CASEWORK AT FILLER 32 22 12 02 o 4 NOTE: BASE CABINETS 3" = 1'-0" 3" = 1'-0" 3" = 11-0" 3" = 11-0" 3" = 1'-0" MARK DATE DESCRIPTION 0 I z ��i USED WITH EPDXY RESIN rNI COUNTERTOP ARE 112" zz w 1 HIGHER TO ACCOMMODATE 1= } II A THINNER MATERIAL Issued: 08/28/2017 CABINET SIDE/ V FILLER STRIP Lu w I II LE SHELVES .. , 3., r DOOR/DRAWER Scale: As indicated WALL •T PE; SEE PLAN SEE INT. ELEV. w cc = :� ADJUSTABLE WHERE OCCURS. ( ' O CASEWORK OR SLIDING I '-' FILLER STRIP F- r �- ti _,r THIN SET TILE Lu _ — -- � �� • /,,•(///- / � / MARKER BOARD UNIT WHERE _ __ .1 �j LI i ,•IIS SEALANT VARIES OCCURS. �� JACE OF SOFFIT _ -- WHERE SIDE SPLASH OCCURS, ALIGN z / I.L BASE TYPE PER _ la— I LAMINATE COUNTERTOP 1 WITH COUNTERTOP EDGE 0 . . i� T�� DATUM LEVEL O ; WATERFALL EDGE, PLASTIC LAMINATEr� SCHEDULE �- 0 1777 7T_____--:-yiCOUNTERTOP, EASE EDGE TO A MIN. ' Copyright 1 6013 H (.4 )( OF 314 DEGREE RADIUS �� I m • TPERMIT SET ;_�" 45 DEGREE MITER - ` Q III IF �� ' 74INSIDE/OUTSIDE CORNERS �:-. .. . T i , I e • = 2" r BASE CABINET w` Q ..:.---1 - IIA ; ' CABINET DOOR/DRAWER WHERE b'.," f: : ' a _` . F- I CABINET DOOR Q I��) J 21116" ' 1" OCCURS, SEE INT. ELEV. OR : - • + z WHERE • + CASEWORK SCHEDULE - MIN �- - �4 ,w _A m OCCURS - ..a . . Q INTERIOR DETAILS —4,_,___. MTL. COUNTER BRACKET, - - . a_ ' - WHERE REQUIRED AT OPEN � .°.• •, • -� �.: - cUn CASEWORK COUNTERS m r� CASEWORK - BASE - DOORS COUNTERTOP SPLASH - TILE COUNTERTOP EDGE - LAMINATE CASEWORK - TOE KICK CASEWORK - FILLER - INSIDE CORNER CASEWORK AT SOFIT `Ni -. S1 41 31 21 11 01 N 1 1/2" = 1'-0" 3" = 11-0" 3" = 1'-0" 3" = 11-0" 3" = 11-0" 3" = 1'-0" A563 co I 50 I 40 I 30 I 20 I 10 I 0 50 I 40 I 30 1 20 1 10 1 0 I 0 — — — — — — I 03 SINK WITH EYE `'3 ® A563 j WASH, SEE \A563) PLUMBING � �� , Nip TMP MER-1 ��' �— , 11(411‘ - / fl . . 1 1 zo- ,....„ N 6 BORA ,„ ,... i 7 ., ,,, , „, , - PL-2 END / /� \ — PANEL / \ A564 / 1 V / N I / AV/ELEC CONNECTIONS, SEE ELEC ' Bora Architects, Inc. 5'CLR i' 4 -2 14 e4 [ /r 36" �, 36'I �, 21" 720 SW Washington, Suite 800 CLR KNEE SPACE Portland, Oregon 97205 �• �` 503.226.1575 CD SCIENCE CLASSROOM ISLAND - NORTHall SCIENCE CLASSROOM ISLAND - EAST T �� 1 F ® SCIENCE = 1'-0" 1/2" = 1'4Y www.bora.co SINK, SEE PLUMBINC .. O _; r. • • J r A564 65 '1 1 N ` I w 1I b 123 d co 03� 34 SCIENCE A563 A563 W L. z r MER-1 , fl f1 MER 1 _ I 0' C I I — — 5.5 I PTD-2, OFCI r C ] I I 1 SINK, SEE PLUMBINC 11 is +3 ij '6, ..' '•, ,„ „, M i .` �. 1 PL-2 END - — PL-2 __y 15 I I PANELI I .11 i. C je21" , _I, 36" / 36" 'le 24 EN2LARGEED SCIENCE CLASSROOM - TEACHING ISLAND 14 SCIENCE OCLASSROOM ISLAND - SOUTH 04 SCI" 1/2ENCE" CLASSROOM ISLAND - WEST — — � ED ARC ', CHRISTOPH Ail LINK _., • F.C'- i 10 L ``, /r OF 00 4 4 ALIGN WITH ALIGN WITH SOFFIT ABOVE SOFFIT ABOVE 01 —__� 17--- 01 — — — YL'7�=v 'r — 2 e � — A563ag) )( ..... )( ._... , L A563 C PROVIDE 1 PROVIDE 1 ADJUSTABLE SHELF ADJUSTABLE SHELF cu PER UPPER CABINET / 0 PER UPPER CABINET C 2'-3314" 2'-61/4" 0 • ALIGN FACE OF TRACK ALIGN FACE OF TRACK-- -- ALIGN WITH EDGE OF WITH EDGE OF 0 }� 2'-0„ y3 3/4”/ CASEWORK BOX. CASEWORK BOX. •L 0 I A . . A r _ Q ® 03 - 3 0 -0 o F F ,= L1J oe III cn INTERIOR OF CABINET i I I EN BEHIND MARKERBOARD �-- I I .0 C N PANELS TO BE CONSIDER I I ♦..� N !— — EXPOSED SURFACES. -erkI f Q O1 CO ` III ce I I 12S o \� PROVIDE A MIN. OF 1 \ PROVIDE A MIN. OF 5 15 L Cn -16 SHELF PER USABLE ADJUSTABLE M Q (Q FOOT OF VERTICAL SHELVES I C CI O .� STORAGE HEIGHT. I-v • NOTE: ALL SHELVES TO BE A I MINIMUM OF 1"THICKNESS 2'-5" CABINET BOX BASE WALL BEYOND A TO SIT ON FULL COUNTERTOP. FILL -,-----N----- -.7—;- — „, — IN GAP BETWEEN SLIDING MARKER + + , , BOARD PANELS AND ' CABINET BOX BASE. + ; ; I 2 / ® FIXED SHELF + 3114" NW iii + , ', I t x ' + + ; CHANNEL —� ��' ; —giMr �t-- 4�_.��rzt� �, r 1` TUFTING, — II I� + , ; TYP J I .� _ ,�..-ter.`..- ...T... `4,;+, I II)I11 r I'i ` 11f0in , liilll + `' ',' ;AO � � + 1 i • OUTLET SEE , 1 + ELECTRICAL 1�`I, + + I' ' — C MARK DATE DESCRIPTION + +, — --, — .LIZ—bZ�Zz i.� -- '----.. _. —e'2.i ty lel + 1, II, I i 1i11�1 + Issued: 08/28/2017 j ii7 + ; JO N "' "' �� + + ` '' °opo Scale: As indicated PROVIDE 1 1 ; I 1"t + ', ' CUSHION, F ADJUSTABLE SHELF � + • PER BASE CABINET. + UP-1 I' / '. fI \`. ' iii + + + ' + + + + + + 'i �;��, + + + + + + + + + + IA.M II i 1 2" . — c ' � r - 518 • I i I-..... -�- --- - — -- LL. ,J A563 ( • . ., ,,:l a PERMIT SET 2 -fi2 -7 --- _ -- _ - X11 c, " 1 OUTLET,TRSEE INTERIOR DETAILS - (N . 2 7 ELECTRICAL FOR 2 -5 I ` , LOCATIONS. , I I I CASEWORK N 51 CASEWORK 1- SCIENCE LEARNING WALL 41 CASEWORKO'- SCIENCE LEARNING WALL - TALL CAB 21 TYPICALBANQUETTEDETAIL 11 ENLARGED BANQUETTE - 2ND LEVEL O ENLARGED BANQUETTE - 1ST LEVEL N 0 1/2" = 1 0A564 co 1 50 1 40 I 30 I 20 I 10 I 0 I 50 1 40 1 30 1 20 I 10 I 0 SEE PLANS FOR 4ale WALL TYPE WOOD HEADER - ' FRAMING, SEE •; STRUCTURAL TYPICAL 9518"- "" :.;�t _ WD-3, TYP 7V! 111 1 SLIDING DOOR - AI i HARDWARE 6 BORA a5� -., -=\ A-_ �.s DIM 6 A565 �"• �f ' Y POINT N , i I � // -- DOOR SLIDE l ' 1/2" MIN CLEAR FROM MB --_1 -- MB. SEE 151 A561 � !! i1te800 and, Oregon 97205 503.226.1575 "' > MB-1 I- // ; www.bora.co ti I: SLIDING DOOR, SEE SCHEDULE FOR GLASS TYPE Ilr _____z_____=_l I✓ i mem S 1 �► 5 A561 F I BOTTOM ROLLER 5 AND TRACK r i .1"mmulltmanammail. 1 'M� ® ELEVATION - SLIDING DOOR 05 DOOR - SLIDING WD - HEAD 1/2" = 1'-0" 3" = 1'-0" SEE PLANS FOR • WALL TYPEle- SEE PLANS FOR A SEE WALL TYPE V �„ SHIM WALL COVERING WALL TYPE x , � �_;; AS NEEDED, PAINT TO ;•, MATCH ADJACENT % ; ..i SHIM WALL COVERING '_ :;I SEE PLAN .._,Z • AS NEEDED; PAINT TO 0 %gED ASC WALL. I MATCH ADJACENT - o FACE OF WALL IN PLAN tii WOOD HEADER WALL. LU WHERE OCCURS CHRISTOPH • Cr• ... FRAMING, SEE • Q `� •r -- STRUCTURAL ? �' r I • LIN St ,.., Ct F'I HEADER/JAMB PER :-; F c` I WIN DOWTREATMENT. TYPICAL I r-..=1� 112" O OF� ::• I I zz SCHEDULE '' ■ 1' le _'- " - ,' WHERE OCCURS SEE , 112" j 't - � ' � RCP FOR TYPE AND 518" �'• �- � iv �, � • A • ,►, �+0 T-` LOCATION. WHERE r. m `7 \? ,• _ WINDOW TREATMENT 4 J CEILING OCCURS, /8 - -. - ��c— �'�'- s. �► (�' '$ __,,'2,!-:',;: PROVIDE RECESSED - _ i WHERE OCCURS SEE \ • HOLLOW METAL 0F N ;; RCP FOR TYPE AND N DOOR FRAME HOUSING BOX. -.--- - LOCATION, WHERE OO 4 _ � _� PROVIDE CCURECESSEI� — — — •� 4 WOOD HEADER, N ,, SEE STRUCTURAL, rli HOUSING BOX. Izo TYPICAL WD--3, TYP ^, - DOOR PER SCHEDULE j! „ SEE RELITE SCHEDULE i 1 FOR GLASS TYPE j SEE RELITE SCHEDULE FOR GLASS TYPE #1 15116'� VARIES ,1 15/16k 24 RELITE - FRAMELESS - HEAD, JAMB SIM 14 RELITE - WD TRIM - HEAD - JAMB SIM (04 HM DOOR FRAME AT GWB PARTITION - HEAD/JAMB a) C 3„ = 1'-0" 0 3" = 1'-0" 3" = 1-0" I C 0 SEE PLANS FOR • WALL TYPE ° A ''.,1.'; PROVIDE REVEAL WHERE . VWALL FINISH OCCURS, SEE 4r,' I SEE RELITE SCHEDULE I.,1.---- INT ELEV. FOR LOCATIONS. •i al 5/8".�/ FOR GLASS TYPE -\:. -_ . 4-1, WD 3, TYP � PERP. WALL, WHERE OCCURS 'y ��- - r'. - - DBL STUD JAMB 0 CO 3 N -� i� � N N — �� FRAMING, TYPICAL 3 �0 0 N 7 —\' 1 — i 0W CC � r -------,-l= �'r. WD PLUG AND SCREWS, PAINT (n E eo TO MATCH WOOD TRIM = OM •N ECV WD DOOR, SEE DOOR SCHED. allQ p FOR SIZE. SEE FLOOR PLANS V FOR SWING O ORELITE j WD - MULLION 03 DOOR - WD - JAMB AT WD STUD. HEAD SIM 1 L CI) - 3" = 1 -0 3" - 1 -0 — P 0 co H SEE RELITE SCHEDULE 1\49 i j5/8" FOR GLASS TYPE "/ DOOR PER SCHEDULE WD-3, TYP ------------161------------------------ FRAME BEYOND v = 11I 2 -a I�. `} 1 r//// FLOOR FINISH A-SEE SCHEDULE 2 WD PLUG AND SCREWS, i i FLOOR FINISH B SEE SCHEDULE °° PAINT TO MATCH WOOD TRIMin I I I I t WD DOOR, SEE DOOR SCHED. - TRANSITION FLOOR FINISHES A FOR SIZE. SEE FLOOR PLANS AT CENTER OF DOOR WHERE V FOR SWING OCCURS 12 DOOR - WD - JAMB AT WD FRAMED RELITE - TYPICAL 02 DOOR FRAME - FLOOR TRANSITION 3" = 1-0" 3" = 1-0" MARK DATE DESCRIPTION Issued: 08/28/2017 Scale: As indicated HOLLOW METAL FRAME AT BASE V _ - SEE RELITE SCHEDULE FOR GLASS TYPE NOTE: 5/8"--.,„� :— ��.`�I EXPANSION ANCHORS AT Copyright • / � CONCRETE. LAG SCREWS 16013 1 r _� WD-3. TYP ` /��- `, j AT WOOD 1 PERMIT SET A �-,--- �.t 16 GA., GALVANIZED BASE cN n v = _r T3:2 /� ANCHOR SECURE TO - ri - l CONCRETE FLOOR SLAB WITH INTERIOR DETAILS — DOOR (2) 3/8" EXPANSION ANCHORS, EMBED MIN 2" TYP & RELITE ,— • 1-- E `E O RELITE - WD - SILL - TYPICAL C DOOR - HM FRAME BASE c.i A565 in CJ co 50 I 40 I 30 I 20 I 10 I 0 I 50 1 40 I 30 I 20 I 10 I 0 I / (3) EQ / (8) EQ I( �� (3) EQ �� ALIGN VI I L { WD-4 CEDAR RISER ' I _ FINISH FLOOR, OTS: GRIND SMOOTH ALL WELDS,ALIGN z 4 SEE PLANS JOINTS. PAINT ENTIRE ASSEMBLY SECOND FLOOR ---- -------_ (� , - 4 _ _ WHERE CALLED OUT � 12" /% 114 0 � '• - - Q CL-1 STRINGER, CL- CL- _— t 11, � �r �� SEE STRUCT �.� / / r 1, BEAM, NOTE: WD-4 _ PLYWOOD SEE 021 A570 FOR TYPICAL WALL JL �- SEE STRUCT MOUNTING DETAILS Y _ __ --, ___.,..1 � i Z -,(0%----4 ------ -.- 0 I MOLDED M� �� , / ////// / I ��i RUBBER RISER 6 � CL- CL- . LINE OF RST-1 7. 6 BORA r ��/// I 1 112" O.D. SST PIPE TOP z MTL RAMP DECKING LEDGER l � � INTERMEDIATE WOOD " OF HANDRAIL @ 36" 0 CL_1 `"e STRINGER \� THRESHOLD z I ABOVE STAIR NOSE- z \ J � ! ��'/'� y -" INTERMEDIATE FLOOR FINISH, I � 'A -, \ _ / DECK SUPPORT, � �� '� � �- GALV. STL. AT EXTERIOR � POST, SEE STRUCT --; _402 Q - --- 1-<- _ STRINGER @ 16 OC MIN SEE PLANS s 2 w _ SEE STRUCT O't`` 11„ FIRST FLOOR le 1 STRINGER, SEE STRUCT FIRST FLOOR SLAB, �� o �' ' _ INTERMEDIATE ! SEE STRUCT 'PG t,c5 11" UNO 100 0 - 1'_o., Jr 100 - 0 �___ 0 _ , Bora Architects, Inc. 1 0" J STRINGER @ 16"OC MIN '' ti ¢ 720 SW Washington, Suite 800 FIRST FLOOR /-;, " _ • - T 9 DETAIL IS MIRRORED & @ SIM: 100' - 0" : a I o Q I i Portland, Oregon 97205 DECKING RUNS PARALLEL TO VIEW MIRROR DETAIL 0cr) M La 503.226.1575 0SECTION - DECK RAMP 1 - BASE 50 SECTION - DECK RAMP - TOP 46 SECTION - DECK STAIR 1 0 zz www.bora.co 66 1 1/2" = 1'-0" 0 1 112" = 1'-0" 0 1 1/2" = 1-0" z '� — O w2 O SECTION - STAIR TO SLAB O SECTION - STAIR o SECTION - STAIR TO FLOORE N- (3) EQ 30 1 112" = 1'-0" 26 1 112" = 1'-0" 1 f 1 112" = 1'-0" a /61Q Q (3) EQ / C ET- 1 RETURN w >- L ,( TO FLOOR WHERE Fs'. NO ADJACENT WDA Z� ; N/ L WD-4 LANDING TILE u WALL EXISTS �` LEVEL 1 II- �� .- WD-4 PLYWOOD PLYWOOD `�. ..,- N� :2C 1 / _-__ DIM PT - 4,41,! -- -- - < / MOLDED MOLDED rrt F '- r-"' / CL-1 RUBBER RISER I RUBBER RISER iC L-2 CL-1� NA O • HANDRAIL AT STAIR 5 CEDAR RISER % // �G �-o Z = RST-1 RST-1 (O5� 5 �' `. 314" = 11-0" I y CEDAR RISER CL-1 112 i �/% I ¢ 105.-2"V.I.F. WOOD Iam`- //////�-+ WOOD ----1:------ - ///////i' li �'.� /�""// FLOOR FINISH, LANDING TILE / � �' / � SEE PLANS 101'-9" - I / ( - CEDAR Fr-SER WOOD FRAMING, J I TREAD CL-2 CL 1 / - SEE STRUCT 1° LEDGER �� / / �/ cn LEVEL --- �+ �D I M PT '� 1 -0 0 % 'A2 STRINGER, / /�� '0 0 SEE STRUCT F BEAM & POST 'p STRINGER, ci.• o STRINGER, SEE STRUCT SEE STRUCT •�p FA SEE STRUCT WOOD FRAMING, 9 GOA y SEE STRUCT STRINGER, + IL (3) 1/4"D COUNTERSUNK HOLES FOR SST SEE STRUCT FLAT-HEAD SCREWS(PTD STL©SIM) \ @ CONC/CMU WALLS, USE CONCR SCREWS © FRAMED WALLS, USE TOGGLE BOLTS OD ARC SECTION'- DECK STAIR 2 - BASE SECTION - DECK STAIR 2 - MID y(3� SECTION- DECK STAIR 2 - TOP 55 Q 318"X 4"0 SST PLATE (PTD STL @ SIM) `.c„ 0 1 112 – 1 -0 1 112 = 11-0" `-J 1 1/2" = I-0" 4 ,c', ' CHRISTOPH Ail :. 25 SECTION - STAIR TO LANDING G SECTION - STAIR TO LANDING 1 SEE 2 11214z �,yo LINNa 0 1112 = 11-0 1112 = 1'-0 R Orf ,l L !r4 1 (,,& ,.: i I t I I PLAN ,A `7 I, '��,- R=3 1!2" I (E) BLDG (N) DECK ELEVATION @ HANDRAIL BRACKETA. OF0�� HANDRAIL s a 21/Z ';_ ....----7.. ?(> .--- \ IM 2 112„ CEDAR TR y 2'-6". 4 `� BELOW / ' ', /- , A570 FASTENER, PROVIDE 1 112"O.D. SST PIPE 4, X . 'r -" \� �� R =3 1/2" _\ / ///7/ '/ UNO C HANDRAIL. TOP OF i HANDRAIL -�� _N� / BLOCKING AS REQUIRED - HANDRAIL @ 36"ABOVE _ �.,,,, — fNTERIOR EXTERIOR I 18" •1-?F- STAIR NOSING- PTD. STL. R�3 1I4'1 _ N 7 2 114' 1i �Y I A ✓ `• • 31 _ �\�\\\�� STEEL FLAT BAR �, AT SIM. _ SHIM AS REQ'Q l•f# A563 I BRACKETS, 2" X 112". �jNv�� 1 114"TYP 4'-0"O-C. SPACING MAX. `N LAP AT CORNERS POST, 2 112" _ 1 114"T ID 2 1/4", WHERE OCCUR w � - - MIN 314" ROUND STEEL BAR �y %,,., i., 112" DIA. ROD HANDRAIL SUPPORT, WD 4 �; (E) EXTERIOR SIDING I r ill RUNGS AT 12" O.C. WELD TO 4" DIA. WALL PLATE I CG HANDRAIL WD-4 •� -- == i----1/4"1) tTYP WITH(2) 318" DIA. TOGGLE BOLTS. LWP-1 �j �I - __ ____ _ _ - - _ — _ �� STEEL FLAT BAR51DERAILS "ra•• : •�• '/ "' - t / .. _ — — 2 X 112" PLYWOOD BLOCKING PLAN - STAIR & PLAN - STAIR & / (E) SHEATHING f' \ , ni. t 114" 11 �TYP , _ �o PLAN - STAIR HANDRAIL RAMP HANDRAIL RAMP HANDRAIL / I BOTTOM OF ROOF SHEATHING, 640 44 - / PLAN VIEW WHERE OCCURS 1 112" = 1'-O" 1 1/2" = 11-0" 1 112" = 11-0" COMPOSITE •ii LOW PROFILE GROMMET r \f _ DECKING ,i MOUNTED TO COUNTER a) DISTANCE OF TOP LADDER #2 SEE �.,.� iv EDGE, PROVIDE 5 PLAN SEE / o EQUALLY SPACED ALONG _~ `- FROM ROOF SHEATHING0 PLAN 105' 2"V.I.F. - ;1� �. WD-4 , '� --•� I COUNTER. ROUTE AND FASTENER, PROVIDE SECTION ar INTERMEDIATE SUPPORT 114" ' 6 BUNDLE EXTRA CORD AT \ WDA I .` UNDERSIDE OF j in BLOCKING A5 REQUIRED 2 112' I j 2 1I2" I LAP AT CORNERS DECK LEDGER, N I COUNTERTOP. w 2 114" 2 114" "I\ SEE STRUCT in 1K_ Lu \ �` ✓ �aEASE CORNERO,� HANDRAIL / �' / SHIM AS REQ'D "� % _ ELECTRICA E4 / •�zr / I` _� N w EXTENSION OF LADDER ++ �rWP-1 - • w \ #1 ABOVE MECHANICAL -� UR =3 112" POST, SST SPACERN M CD� �' 0 2�14 - WHERE OCCUR _ r \ LOFT FLOOR _ PEE 318" DIA TOGGLEIEXP BOLT y142 -\< - {R` R�3 112 I V.I.F. ; ICOUNTER SUPPORT \ '- I' + EXTEND HANDRAIL 12" BEYOND 0 '3 r 3 7�2,. ----2-7---3- - HANDRAIL BRACKET 4'-0"O-C. L `f _- ,�1 TOP RISER AND THE WIDTH OF R' _ 1�z f G !� MAX @ \ FLOOR LEVEL, WHERE �� _ �,� y \ OCCURS In- o 0_'40 ONE TREAD BEYOND THE O 3 - L / 11 11 I, '� BOTTOM RISER UNLESS 3 0 `� Cr)s� WD-1 �, \ C� J 11-' OTHERWISE NOTED 112 MINr-17-1 DRAINAGE 42 r`y PIPE SLEEVE WITH RECESSED ALLEN Hi PLAN - STAIR & PLAN - STAIR & `' SPACE A561 \ :1 SET SCREW AT BOTTOM. SLEEVE TO CV CO PLAN - STAIR HANDRAIL RAMP HANDRAIL RAMP HANDRAIL / ` �_'7L0 \ 1 FIT INSIDE DIAMETER OF HANDRAIL •_ N 63 53 43 MTL FLASHING ••� j ; ; . - ♦"' E 1 112 – 1 0 1 112" = 1'-0" 1 112" = 1'-0" .. _.'� �i Om RS 1 1 MIN 314" ROUND STEEL BAR �� _ o ix / MTL RAMP THRESHOLD � ; / RUPLYWOOD BLOCKING L._ Q (66 A570 / INTERMEDIATE HANDRAIL L C/) - EDGE OF `_ g \ 0 : WALL SUPPORTS AT EQUAL �. -5.C/C/) L SURFACE ABOVE I? - \ I SPACES AND MAXIMUM 4'-0" DETAIL - LEDGER AT EXISTING BUILDING r O.C. p .- - ----- --- ---; POST, 33 3„ = 1'-0,. P 0 CO I— BORDER PLANK �� STEP ' STEP/ _,' ' SEE STRUCT _ I {) r \ NOTE: GRIND ALL WELDS SMOOTH. I� W FIRST FLOOR — :1 1 PAINT STEEL BLACK. (,-; '1/5 r PLANK DIPMr /'��oilii I \\ I r 10o'-Q" i:-. DECD Aj CEDAR STRINGER SEE 241 A452 FOR SLOPED CAP DIRECTION I , x '01'-9" o a I DECKING- LAYOUT WITH z , z .' ¢ \ „ .- Y '�. Z FULL PLANK AT NOSE s o 0 \ 51$ X 3 EXPANSION iJ�' o b \ ANCHOR AT CONC SOG- Y .-----1.1-73.• /tea I - .�- o BEAM \ LAG BOLT AT PLYWOOD 5 46 k 1, - a FLOOR SHEATHING - SEE STRUCT \ PLAN VIEW @ END AND INTERMEDIATE SUPPORTS r A570 i 1 !! 11 WD-4, CEDAR ' SIM COMPOSITE DECKING •` ',..&-----------, • j 1-----/ 4_-::,-..`. SECTION VIEW 2 PLAN - DECK STAIR - AT END 9\ HANDRAIL, ' 52 = „ SEE 051A570 1 � i 2 1 1 -0 IGBALCONY STUDY COUNTER DETAIL METAL LADDER HANDRAIL WALL MOUNTING AND SUPPORT u : w 22 1 112" = 1'-0" 12 1 112" = 1-0" 02 3" = 11-0" - HANDRAIL, , ' ' WHERE OCCURS DECK 3, L1 I SEE 021 A570 ! 1 AND 051 A570 01'-9" _ I 1 112"O.D_ SST v v I -_ , r ]EL,K + ; I �� COMPOSITE DECKING Fo - BORDER PLANK, a 0. 101'-9' Y o — SHIM AS REQ'DPIPE 4 ' EQ EQ 1"X 2"SST SADDLE. • Z Y j �\ rn ` SEE STEEL COLUMN, / �. ATTACH TO ORIENT FIRST FULL PLANK S - - PLAN 1 112 O.D. SST ADJACENT WALL i g BORDER PLANK, o SEE STRUCT PIPE c'i� HANDRAIL W/(2) SET AT TOP TO TREADS �I A$70 a ORIENT FIRST FULL �;, ; WP 1 \ / „ SCREWS �� PLANK AT TOP TO I - = -Ii _ 1 X 2"SST SADDLE. MARK DATE DESCRIPTION --- - --'- ---- - 1 TREADS ( 1 r ANKDIR I - Alliklr+ BLOCKING AS REQUIRED i0 ATTACH TO j� -1- S PLANK OIR � _0__-.. -- -- a , 1„ d - ; Q `_j HANDRAIL WI(2) SET ' ` � -ISCREWS _ Issued: 08/28/2017 Tw - . w / `:NN\ r A i , i 0 1 = PLATE STEEL, PAINT r WD`1 PAINT P 1EEL, 114" MAX { / P_1 Scale: As indicated COMPOSITE DECKING 45° BEVEL T.O...\712LANK DIP PL4NKDIPel jN12 /4" CEDAR TRIM BOARD, i �� I-/�� : �� r<____CEDAR STRINGER I i o ' ,� �� WD-1 '_' I rr rfir rr rI WD-1II irr EASE EDGES 45 BEVEL T.O. - I / a _ - CEDAR TRIM BOARD, �1� j WP-1 r I I COMPOSITE DECKING, EASE EDGES _ - SEE PLAN FOR PLANK i 1i /•/ j CG DECKING- LAYOUT WITH I ORIENTATION I i I,,. ; U SEE 1,rt: FULL PLANK AT NOSE \ \ it - \ \ I"` — ; I:".i - PLAN —PLANK DIP, PLANK DIP \ I :II r COMPOSITE DECKING, 14 EDGE OF ADJACENT —1 L- =1• wi , '1,0 HANDRAIL WELDED SEE PLAN FOR PLANK Copyright 16013 1 SURFACE ABOVE -\, •l ' TO STL PLATE N ORIENTATION SECTION @ INTERMEDIATE SUPPORT ELEVATION @ END AND INTERMEDIATE SUPPORTS 1 DECKING- LAYOUT WITH FIRST FLOOR w i/ — CEDAR TRIM BOARD y PERMIT SET FULL PLANK AT NOSE DECK SUPPORT, __SFIRST FLOOR 100'-0" I �� ` _� SEE STRUCT 2 100'-0" I t DECK SUPPORT, 'N CEDAR TRIM Q N SEE STRUCT BOARD N m DETAILS - STAIRS & RAMPS 0% PLAN - DECK STAIR - AT END 0 PLAN - DECK STAIR - AT CORNER41 DECK - RAILING - PIPE 0 DECK - RAILING -WOOD GUARDRAIL - AT COLUMN 0 GUARDRAIL WALL MOUNTING AND SUPPORT 1112" = 1'-0" 1112 – 1 -0 3" - 1 -0 3 - 1 -0 N 0 N A570 ,... Lr) N DO 50 I 40 I 30 1 20 I 10 I 0 1 I 50 1 40 1 30 I 20 I 10 I o 6 6 BORA Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co ELEVATOR HOISTWAY METAL SHIELD BY ELEVATOR MANUF. DOWN TO DOOR HEAD BELOW_ FULL WIDTH. 5 = _ 5 ...... SI r ' ELEVATOR DOOR - SILL PLATE CAULKING, VERIFY COLOR W/ARCHITECT .: . HM ELEVATOR DOOR - ' • FRAME, BY ELEV. MANUF. c:,:',_-_,',4'-,'-..,:-!,,=._:--'•.-; ::!'",1 t..-.•, -,...,-,• FINISH FLOOR, SEE SCHED. - WALL PER PLAN. VERIFY ROUGH OPENING WITH ELEVATOR MANUF. ELEVATOR DOOR JAMB otD ARC oa 3" = 1 0,� �� CHRISTOPH 'Ail� LINK ,.-_ HOISTWAY / - , • Z DIMENSION METAL SHIELD BY • 01r r•C) POINT PER ;;' ELEVATOR MANUF. UP TO 'fh ��? MANUF. r ',;_ WALL ABOVE AT 75 OF O 1 DEGREE ANGLE. FULL _ _ WIDTH. 4 �. - 4 II II II n ( , SEE II u II n �;;: PLAN II II II II II II ii II IM dl 0- -u __ - VERIFY ROUGH OPENING SIZE WITH ELEVATOR MANUF. L - E21 _ G _______ • ELEV. DOOR ''''N 'I'. ___� ELEVATOR �; ELEVATOR CONTROL HOISTWAY HM ELEVATOR DOOR PANEL. SEE ENLARGED � CD ._.___ — FRAME, BY ELEV. MANUF. .,.... DETAIL 21 1 A571 ELEVATOR DOOR Q ________ D / HANDRAIL " 4m., O.D. 1 112" o ELEVATOR DOOR HEAD C `• isOff* 03 DD c� 3" _ 1-0" DD DD Q op (3) / .i no ao i ELEVATOR SILL PLATE BY (j _.4L � 9112"CLR / ELEVATOR 'i CO MANUFACTURER. H OI STWAY DIMENSION POINT CAULK PER MANUF. JOINTO -0 CU 31. FLOOR TYPE, SEE PLAN Q Q Lll Ce oTYPICAL ELEVATOR CAB ELEVATION (Un 23CV 1/2" = 1-0" —./--\__,-,_J • - CCD•— E _. CV co co . . 1'-4"MIN I, I . 111 co co 0 Ex / ,— 518"X 3" EXPANSION ANCHOR. USE I- = Q #8 SMS STUDS INTO BACKING AT METALc. III • STEEL FLAT BAR " : 11 0 L \ \\\\\\\� yc BRACKETS, 2" X 112 Hili ,\' ., .� STEEL ANGLE (QCO S L5 X 3 112 X 318. FULL PIT WIDTH. p) Cr) (f1 1/4"TYP 4'-0" O.C. SPACING MAX. +., O ._ �^ �Ix MIN 3/4" ROUND STEEL BAR SEE STRUCTURAL FOR Q _ CURRENT ~ RUNGS AT 12" O.C. ATTACHMENT TO RIM JOIST FLOOR INDICATOR /114"D (TYP 4 STEEL FLAT BAR SIDE RAILS •i ili ` , WOOD FRAMING, SEE PHONE SPEAKER / —1 /11-di 2 X 112" ELEVATOR �, . �� STRUCTURAL �� MIC 114"7–(NP HOISTWAY METAL SHIELD BY ELEVATOR PLAN VIEW MANUF. DOWN TO DOOR HEAD BELOW OR TO WALL --- LOCATE LIGHT SWITCH FOR PER CODE. FULL WIDTH. ELEVATOR PIT WITHIN REACH q DOOR OPENING. NEXT TOi Q 1:)...._______--- OF LADDER - Q z EASE CORNER f� WALL TYPE. SEE PLAN 2 \•a / `: �n 2 • • 10C • rs . �.. o 70 80 5/8" NUMERAL M \ , / HEIGHT MIN. 5E i 6 I \ 02 ELEVATOR DOOR SILL AT SECOND FLOOR Z -41 3', = l'-0" 1 �� ELEVATOR SILL PLATE BY 30 4�0 - ELEVATOR MANUFACTURER. HOISTWAY MARK DATE DESCRIPTION o o �O 2L �- DIMENSION CAULK POINT PER JOINT Issued: 08/28/2017 J < `= I MIN 3/4" ROUND STEEL BAR MANUF. co `~ L PLACE 'STAR' RUNGS AT 12" O.C. / FINISH FLOOR. SEE SCHEDULE w ,I' o oLS TA MAIN z f aScale: As indicated ( H4 EXIT FLOOR LEVEL Q �v� �' + . . n.o " d� • CONCRETE SLAB, REFER TO co / / w a `_ I ' : .' STRUCTURAL DRAWINGS % /0 . .. , co a I NOTE: Y'. STEEL ANGLE L5 X 3 112 X 318, FULL PIT WIDTH O p 'e GRIND ALL WELDS SMOOTH. . _ �.. ' "-�. . �• .. WITH 1/2 DIA, X 4" EXPANSION 8 H. �- ' I PAINT STEEL BLACK. : . •.•• • ANCHORS @ 2'-0" O.C. LL _ } . Copyright 16013 mQ �� 10 D ��a <�: �� .; a. V METALSHIELDBY1U ELEVATORMANUF. MIN75 A. w "" Q � DEGREE SLOPE FROM > 7 •- \o ELEVATOR PIT HORIZONTAL. FULL WIDTH. PERMIT SET m 518" X 3" EXPANSION z : - . ANCHOR. 44. ..-. -. ..- VERIFY PIT DIM. WITH Q " �; MANUF. ' DETAILS - ELEVATOR �f CONCRETE SCREW(AS REQUIRED) - ��_ FLOOR OF ELEV. CAB - ' ;, b .:>a1,,= SECTION VIEW N21 ELEV. CONTROL PANEL 11 ELEV. PIT LADDER 01 ELEVATOR DOOR SILL AT FIRST FLOOR A571 3" = 1-0" 1 112" = 1'-0" 3" = 1-0" in N m 50 I 40 I 30 I 20 I 10 I 0 I - 50 I 40 I 30 1 20 I 10 I 0 11'- 31/8" 35 TYP VERT MULL BIT EQ EQ 6' 4" I 11' 10" I 9 - 10 A504 11 -4 314 TRANSOMS PER WDO MFR •• 7'-4" /i / r / •/ /"12 / �� / . / // /� EQ EQ TYP HORIZ MULL BIT TYP ABV 55 EQ EQ I / EQ X EQ / / / EQ EQ L, `A502 1yp �� EQ i EQ / EQ EQ #1 PER TRANSOM AND SIDELITE LUM DR ( A502i35 / C / C C PER WDO MFR A504 SIM L 1 11 __ _ _ - r TYP ABV 54 r % % �- l r -%_ l- =%_ _ , - %- - ' 1+ % % % i/, i/, ii ii r ALUM DR A502 CILG 2 CILG 2 CILG-2 CILG-2 CILG-1 CILG-1 CILG-2 CILG-2 7 r ,TIG-2 ICTIG-2 IcTIG-2 �cTIG-2 CTIG-2 1 CTIG-2 CTIG-2 r CILG-2 CILG-2 CILG-2 CILG-2 r 4. _ - `}^ T , . / / \ / \ ` / / kr / \ : / \ 4 N •\ 4 / •/ . / \ \ `*6 r TYP @ I/ \\ / \ r v_ ALUM DRC-5-3 502/ / '* r 6 BORA / • / / / / m 00 % % `r' Co \ / ~ \ ./' `` io \ ./ CTIG-2 CTIG-2 / //} �` /� TYP 14 _ \ / in \ / \ / \ / / 51 A502/ 02) TYP • / \ •\ \\ ,/ = CTIG-2 CTIG-2 _/ -, CILG-2 CILG-2 ' CILG-2 CILG-2 _ CILG-2 // CILG-2 \ / �t \ / �, / � TYP @ 52 \ / 1 • / \ \ \ \ \ L �\ co,+ 1. �` � ALUM DR A502 – s► Jr PER SCHED PER SCHED k PER SCHED PER PER SCHED I • Bora Architects, Inc_ ij( / / -r ,k, SCHED . TYP , 720 SW Washington, Suite 800 503) (-44 TYP Portland, Oregon 97205 v‘. 3W5B WINDOW el W5A WINDOW co W4 WINDOW ® W3 WINDOW co W2 WINDOW W1 WINDOW L502 503.226.1575 www.bora.co r 6'-0" 7'_4,. 6'_4., 5'- 10118" I / // r I I / EQ EQ EQ EQ •f EQ EQ EQ EQ / / / /r /r / r i i/ / / 5'- 10 118" A C /- �\ %` `. �. .\ \ EQ EQ CILG-2 CILG-2 N CILG-1 CILG-1 N CILG-2 CILG-2 N CTIG-1 - N / /I / I 7 o o o @ EAST FACING / / o / 2'- 10 114"X CTIG-2 12 "' i @ NORTH FACING ``' \ A502 TYP `' "' \ \ \ —� ( \ • 5 , , 5 `v N TYP /14 CTG 1 0 0 CILG-1 I- N A502 \ N in @ 1ST FLR co ;t co v m _ r 7 o CILG-1 M m m EAST FACING _ @ 1ST FLR TYP 7 4 r CILG-2 "' _. ,- CTIG-1QQ, @ 1ST FLR NORTH FACING �� ao © 2ND FLR \ Co CTIG-1 ; @2NDFLR o oTYP oOPENING BELOW OPENING BELOW OPENING BELOW OPENING BELOW 1 io • , Co (1=ID \ \ \\ \ \ Ni ` \ \ \ \ v\. W8C WINDOW 1/®3W8B WINDOW wsA W8A WINDOW w8 W8 WINDOW co W7 WINDOW W6 WINDOW 1/16 D AR CHRISTOPH LINK .--3 CTIG-1 �„ 5'- 10 1/8" 11' 9 314" • ,,a.� f. No o o rI // / / 6'"011 / EQ EQ EQ EQ O`� 11 i., EQ EQ V v I • `�' r I /1 /I EQ V EQ ' r 0�� OF j, 2'- 10114" / .- CILG 1 CILG-1 r 4 _ CILG-1 CILG-1 - - - 4 o N @ 1ST FI NI- —rte @ 1ST FLR iN �� WEST FACING WEST FACING r r r I / / / o ``' i3GILL 2 v "' r CILG-2 @ 1ST FLR @ 1ST FI NI- SOUTH FACING i i `- NORTH FACING °' T / /r 0o coC° o0 00 Tit in CTIG-2 M@ 2ND FLR v L M 1a)0 co i.) \ \ •r \ -A \\ \ ` MW\ • C w12 W12 WINDOW to W11 WINDOW W10 W10 WINDOW W9 WINDOW ai) U 1' - 5718" 1'-57/8" 2' 11314" / /. / DOOR SCHEDULE C (1,54_0_29 EAVE DOORFRAME PANEL 0 @SIDINGREVEALATHEAD I Fire ' ! DOOR SCHEDULE NOTES ♦..� "- 2 42 Revision Number Profile Hardware Rating Pair Width Height Profile Material Finish Glass Material Finish Comments i i C) @REVEAL,!....1k_523/ A502 @REVEAL _ A. REFER TO SPECIFICATION SECTION 08 71 00 4 •� \ FOR HARDWARE GROUPS- COORDINATE 100-1 E FG 01 NR 2 EQ 6' - 0" 7' - 0" j_W1 AL P-10 CILG-2 AL P-10 1, 2, 3 V HARDWARE WITH DOOR PROFILE, SIZE, AND 0 _ 100-2 FG 02 NR !2 EQ 6' - 0" 7' - 0" W4 AL P-9 CTIG-2 AL P-9 1, 2 CONSTRUCTION. „ - 43 RAKE 0101-1 FG 03 NR 3' - 0" 7' - 0" W3 AL P-9 CTIG-2 AL P-9 1 2 3cu3 (A502)@ Z B. PAINT INTERIOR HOLLOW METAL DOORS AND s` w < 101-2 FG 04 NR 3' - 0" 7' - 0" WD TF CTG-1 WD TF 2 FRAMES TO MATCH COLOR OF ADJACENT WALL = j ! 33 TYP < 0 102-1 VG 05 NR 3' - 0" 7' - 0" WD TF CTG-1 WD TF U.N.O. ON DOOR SCHEDULE. W CC w A502 > _ „ - „ -- o = Q 103-1 I VG 05 NR 3' 0 17 0 WD TF CTG-1 WD TF C. SEE SHEET A561 &A562 FOR TYPICAL FINISH CO N Q z 0 ---- - _ -_-- FLOOR TRANSITIONS AT DOORS. ••_ E CV LI 104-1 VG 05 NR 3' - 0" 7' - 0" WD TF CTG-1 WD TF I _ +� h H- w 105-1 VG 05 NR 3' - 0" 7' - 0" WD TF CTG-1 WD TF D. SEE SHEET A565 FOR TYPICAL INTERIOR DOOR = a%0 Ca w w DETAILS 03 CO a ce III_ L CO 106-1 F 06 NR 3' - 0" 7' - 0" WD TF WD TF = 11 1, E. PROVIDE AN RS-1 ROLLER SHADE AT ALL = 0 • \ 107-1 VG 07 NR 3 - 0 7 - 0 WD TF CTG-1 WD TF L C] • DOORS WITH TRANSPARENT GLAZING. SHADE TO41 16 L1A 41 \- SIDING REVEAL AT SILL 108-1 FG 08 NR 3' - 0" 7' - 0" WD TF CTG-1 WD TF 1 INCLUDE A FACIA COVER AND CHAIN WITH HOLD L, O TYP , - " , _ 1, DOWN CLIPS ATTACHED TO DOOR. SHADE TO BE CO = CO A502 110-3 F 09 NR 3 0 7 0 HM-01 HM P-9 HM TF LOCATED ON OCCUPIED ROOM SIDE OF DOOR. Cr) Ci _0) 110A-1 F 31 45M 3' - 0" 7' - 0" I HM-01 HM P-9 HM P-9 ICO H LOUVER TYPES -- -- 111-1 E FG 10 NR 3' - 0" 7' - 0" HM-02 HM P-10 CLIG-2 HM P-10 2, 3 T 111-2 FG 11 NR 3' - 0" 7' - 0" WD F CTG-1 WD ATF _ _ DOOR SCHEDULE COMMENTS 112-1 F 12 NR 3' 0" 7' - 0" WD TF 1WD TF ---- ----------- DOOR WIDTH 113-1E F 13 NR 4' - 0" 7' - 0" I HM-01 HM P-11 HM P-11 1. PARTOF WINDOWSYSTEM,VERIFY SEE SCHED DOOR WIDTH r DOOR WIDTH 114-1 F 12 NR J 3' - 0" 7' - 0" WD ,TF WD TF SIZE WITH WINDOW/RELITE SCHEDULE OR SEE SCHED ( 45 SEE SCHED 115-1 F 14 NR ', 3' - 0" 7' - 0" WD TF WD TF 1 EXTERIOR/INTERIOR ELEVATIONS. TYP @ EXT A502 ► ' " 7' 2- ELECTRONIC HARDWARE FOR ACCESS )' 115-2 VG 07 NR 3 - 0 - 0 WD TF CTG-1 WD TF CONTROL. COORDINATE CONDUIT AND POWER 45 (35- TYP EQ EQ I 115-3 SLFG 15 NR 6' - 0" 7' - 2" CTG-1 WD ITF REQUIREMENTS WITH OWNER, ELECTRICAL 502 SIM @EXT X503 @EXT SOFFIT r r 115-4 F 32 NR 3' - 0" 7' - 0" WD TF WD TF AND SECURITY. 35� \ _ I `� 46 117-1 F 05 NR 3' - 0" 7' - 0" WD TF WD TF 3. ELECTRONIC CARD ACCESS-COORDINATE 2 2 siM a@ EXT A502 SOFFIT 34 TYP @ % '/ E A504 TYP 118-1 VG 16 NR 3' - 0" 7' - 0" WD CTG-1 WD TF CONDUIT AND POWER REQUIREMENTS WITH r CILG-2 A502 EXT CILG-1 CILG-1 OWNER, ELECTRICAL,AND SECURITY. r\ -r'— 118-2E F 17 NR 3' - 0" 7' - 0" HM-01 HM P-11 HM P-11 2, 3 �_ _ -- 4. CONNECT MAGNETIC HOLD-OPEN OR ., _ 45 - 120-1E FG 18 NR 2 EQ 7' - 0" 7' - 0" W5B AL P-10 CILG-1 AL .P-10 1, 2, 3 MECHANICAL DOOR CLOSER TO FIRE ALARM / SYSTEM TO BE ACTIVATED BY A SIGNAL FROM TYP '' 120-2E FG 19 NR 2 EQ 6' - 0" 7' - 0" W5A AL P-10 CILG-2 AL 'P-10 1, 2, 3 r 34 A504 __-. THE FIRE ALARM SYSTEM OR LOSS OF POWER. `, _ SIM @ � , ,% A502 EXT o „' b s' 120A-1 F 20 45M 4' - 0" 7' - 0" HM-01 HM P-9 ! HM TF COORDINATE ELECTRICAL HDWR. WITH DIV.26 - '`` a° '/' 123-1 F 05 NR 3' - 0" 7' - 0" WD TF I WD TF 1 AND FIRE ALARM DESIGN. 124-1 F 06 NR 3' - 0" 7' - 0" WD TF WD TF ` 125-1 VG2 21 NR 2 EQ 6' - 0" 7' - 0" WD TF CTG-1 WD TF 1 ', - \\ .• • 125-2EI F2 22 NR 2 EQ 6' - 0" 7' 0" HM-03 NM P-11 HM P-11 2 --_ -- MARK DATE DESCRIPTION TYP @ X44 125-3E F 33 NR 4' - 8" 5' - 4" VRF Enclosure Gate E HM-01 HM-02 HM-03 126-1 VG2 23 NR 2 EQ 6' - 0" 7' - 0" WD TF CTG-1 WD TF EXT A502 TYP HOLLOW TYP HOLLOW TYP HOLLOW — Issued. 08/28/20 7 METAL FRAME METAL FRAME METAL FRAME 127-1 F 24 NR 3' - 0" T - 0" _ HM-01 HM 'P-9 HM P-9 201-1 VG 05 NRI 3' - 0" 7' - 0" WD TF CTG-1 WD TF -.. DOOR ABBREVIATIONS Scale: As indicated LEGEND - HOLLOW METAL DOOR FRAME PROFILES 201-2 ISLFG 15 NR 6' - 0" T - 2" CTG-1 WD TF 202-1 VG 05 NR 3' - 0" 7' - 0" WD TF CTG-1 WD TF AL ALUMINUM 203-1 VG 08 NR 3' - 0" 7' - 0" WD TF CTG-1 WD TF - CD COILING DOOR L611 6 6.1 1 f 6„fil —.... , ,I , ,I CG COILING GRILLE �f 203-2 F 05 NR 3 - 0 7 - o WD TF J WD TF cW CURTAIN WALL = \ 204-1 VG 05 _NR 3' - 0" 7' - 0" WD TF CTG-1 WD TF DR DOOR _ F FLUSH 205-1 VG 05 NR 3' - 0" 7' - 0" WD TF CTG-1 WD TF FF FACTORY FINISH FG FULL-GLAZED Copyright 16013 17 206-1 F —06 NR 3' - 0}� 7' - 0�� WD TF _ WD TF G GLAZED 207-1 F O6 NR 3' - O" 7' - O" WD TF WD TF GALV GALVANIZED I w ---.__--.___-- _. .__.._ HM HOLLOW METAL PERMIT SET 0 0 \ •i-- 208-1 F 25 NR 3' - 0" 7' - 0" WD TF WD TF NG NARROW GLAZED w = O OP OPERABLE PARTITION Qop _ m = 211-1 F 26 NR 3' - 0" 7' - 0" HM-01 HM P-9 HM 1P-9 N `-' co w 212-1 F 27 NR 3' - 0" T - 0" HM-01 HM P-9 HM P-9 P PAINT SG SLIDING GLASS I� \� _.\_____I `' Z Q Q o O - - SD SECTIONAL DOOR WINDOW, LOUVER & DOOR J \• I 213-1 F 09 _NR 3' - 0" 7' - 0" HM-01 HM P-9 _ _ HM P-9 _ SLF SLIDING FLUSH SCHEDULE 214-1 F 26 NR 3' - 0" 7' - 0" HM-01 HM P-9 -- HM P-9 SLFG SLIDING FLUSH GLAZED F- FLUSH VG -VISION GLAZED FG - FULL GLAZED SLFG-SLIDING FULL GLAZED TYPICAL DIMENSIONS — — SST STAINLESS STEEL F2 - PAIR VG2 - PAIR FG2- PAIR S3-E F 34 NR 3' - 0" 7' - 0" WD CILG-2 .WD NEW EXTERIOR DOOR IN EXISTING MAIN BUILDING, STC SOUND TRANSMISSION CLASS O I PAINT TO MATCH EXISTING STL STEEL __ i TF TRANSPARENT FINISH A601 N LEGEND VG VISION GLASS DOOR PROFILES WD WOOD c0 50 I 40 I 30 I 20 1 10 I 0 I I 50 I 40 I 30 I 20 I 10 I 0 1 - - FINISH COMMENTS GENERAL FINISH NOTES ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE 1. PROVIDE BATT INSULATION WITH A 1. REFER TO DOOR SCHEDULE FOR ROOM 7 ROOM PERFORATED SCRIM FACING ATA PORTION OF ADDITIONAL COLORS. ACCESSORIES AND THE CEILING IN THIS SPACE. SEE RCP. FINISHES; INCLUDING MARKER BOARDS. TACK Revision Number Room Name Floor Finish Bas a Finish I Wall Finish Ceiling Finish Comments Revision Number Room Name Floor Finish Base Finish Wall Finish Ceiling Finish Comments PANELS, WALL PANELS AND PROJECTION _ 2. SEE FLOOR PLANS FOR ALL FINISH FLOOR SCREENS. REFER TO INTERIOR ELEVATIONS, PATTERNS. FLOOR PLANS, AND REFLECTED CEILING 100 VESTIBULE WM-1 EXP, RB-1 P-1 EXP 3 f 202 FLEX CLASSROOM ,CPT-2 RB-2 P-1 EXP _ __ PLANS WHERE MULTIPLE FINISHES OCCUR. 101 RECEPTION CPT-2 RB-2 P-1 EXP 1 203 SM MEETING CPT-2 RB-2 P-1 EXP 3. PROVIDE WP-2 4' HIGH WAINSCOT AT ALL i .�_ _.. GYP WALLS IN THIS SPACE 2. REFER TO SHEET A561 FOR TYPICAL FLOOR • 102 DIRECTOR CPT-2 ' RB-2 P-1 P-1 9 i 204 PARTNER 'CPT-2 RB-2 P-1 I EXP , 1 MATERIAL TRANSITION AND WALLBASE TO BE PAINTED DETAILS. 6 103 COUNSELOR I CPT-2 RB-2 P-1 P-1 9 CLASSROOM AN ACCENT PAINT COLOR P-5. 6 B 0 - A 104 COUNSELOR _ !CPT-2 . RB-2 P-1 P-1 9 I 205 FLEX CLASSROOM ;CPT-1 I RB-1 P-1 ,EXP 1 3. TOILET. JANITOR ROOMS, AND KITCHEN GYP. W I IP 5. 314" F.R. PLYWOOD BACKING PER TELE/DATA BOARD CEILINGS AND WALLS TO BE PAINTED 105 PARTNER CPT-2 I RB-2 P-1P-1 9 !206 GIRLS CT-2 CT-1 CT-1, P-2 .P-2 EQUIPMENT REQUIREMENTS. SHEEN LEVEL GLOSS LEVEL 5. 106 TOILET _ CT-2 ICT-1 CT-1, P-2 P-2 _ 8 207 BOYS CT-2 CT-1 CT-1 P-2 P-2 -- ---- — � _ 6. CASEWORK FINISHES IN THIS SPACE AS 4. U.N.O. GYP. BOARD WALLS TO BE PAINT _ _- - _ 1208 BALCONYHOSHOWER CPT-2T2RB-2 PT 1, P-2 P-2PP 8 I FOLLOWS: PL-1 AT UPPER CABINETS. PL-2 AT SHEEN LEVEL GLOSS LEVEL 3, GYP. BOARD 107 MEETING - SM CPT-2_ _ RB-2__ _ P-2__ _ 1,EXP __ 1 _ _ __ ___ __ _ -- _ ' 1' BASE OR FULL HEIGHT CABINETS, MER-1 FOR CEILINGS TO BE PAINT SHEEN LEVEL GLOSS Bora Architects, Inc. 108 PHONE CPT-2 RB-2 P 7, AP 1 P-7TEACHING ISLAND AND PLS AT TYPICAL LEVEL 3 109 CIRC CPT-2RB-2 P-2 P-2 1 210 CIRCULATION CPT-2, CT-2 RB-2 P-1 EXP 4 COUNTERTOPS AND BACK SPLASHES. 720 SW Washington, Suite 800 _ - _ - I 5. REFER TO SPEC. SECTION 09 91 00 FOR Portland, Ore 110 LOBBY RF-1 RB-1 ,P-1 EXP 211 - MECHANICAL ATTIC RF-1 RB-1 1P-1 EXPBon 97205 7. PROVIDE 7'2" HIGH WAINSCOT OF PWC AT OTHER PAINT SYSTEMS DESIGNATED TO - - 110A STORAGE RB-1 P-1 EXP, P-1 212 JAN RF-1 RB-1 PWC-1 P-1 EXP- ALL WALLS IN THIS SPACE. OTHER MATERIALS. 503.226.1 575 � CS _--- 111 [VESTIBULE WM-1 EXP RB-1 P-1 EXP 3 P-1 EXP 5 8. CABINETS IN THIS ROOM TO BE Wp-1. 6. SEE RCP'S FOR ADDITIONAL CEILING FINISH 213 MDF RF-1 IRB-1 _ www.bara.co 214 MECHANICAL ATTIC I i INFORMATION. 112 GIRLS CT-2 CT-1 CT-1, P-2 P-2 � T _ 9. PROVIDE ONE WALL WITH TB IN THIS ROOM 113 ELEC CS-1 RB-1 P-1 EXP 5 215 STORAGE TOA HEIGHT OF 7' WALL TO WALL. WALL 7. PROVIDE CG-1 AT ALL OUTSIDE CORNERS IN ._ _. - -_. -_ _-.___ ._-_ ..._. - ._- INDICATED IN FLOOR PLAN. PUBLIC SPACES AND CORRIDORS. CG 114 'BOYS CT-2 CT-1 CT-1, P-2 P-2 220 MECH LOFT RF-1 RB-1 P-1 EXP LOCATIONS NOTED ON FLOOR PLANS. I El �1 ELEV IRF-1 ICT-1 - 10. COUNTERTOPS IN THIS ROOM TO BE PL-3, 115 COMPUTER CPT-1 RB-1 P-3 EXP 1 - 8. ALIGN ALL WALL MOUNTED DEVICES SUCH CLASSROOM it S1 STAIR 1 RST-1, RF-1 I RB-1 P-1 EXP AS FIRE/HORN STROBES, SWITCHES. OUTLETS 116 CIRCULATION RF-1 RB-1 I P--1 EXP S2 STAIR 2 RST-1 RB-1 P-1 EXP 1 AND SENSORS WITH ALL WALL APPLIED ..._.. T I FINISHES. 117_ ' FLEX CLASSROOM CPT-1 RB-1 _ I P-1 EXP 1 _ 118 PANTRY RF-1 RB-1 PWC-1, P-1 EXP 7 9. PROVIDE 2x BLOCKING AT ALL BOOR BUMPS. DOOR HOLD OPEN DEVICES, TOILET 119 KITCHEN RF-1 RB-1 CT-1, P-1 P-1 8, 10 PARTITIONS, RESTROOM ACCESSORIES ETC. 120 COMMONS IRF-1 RB-1 P-1 EXP 1, 8, 10 FINISH SCHEDULE 10. PROVIDEAMINIMUM OF 114 STEEL PLATE 5 120A STORAGE RF-1 RB-1 1P-1 P-1 DRILLED AND TAPPED FOR WALL CARRIER AT 5 ABBREVIATIONS ALL WALL MOUNTED SINK LOCATIONS. PLATE 121 CIRCULATION RF-1 RB-1 P-1 EXP 4 TO BE SET FLUSH WITH STUDS TO AVOID A 123 SCIENCE RF-2 RB-2 P-1 EXP 1, 6 BULGE IN THE WALL. AP ACOUSTICAL PANEL 124 TOILET CT-2 CT-1 CT-1, P-2 P-2 CPT CARPET 11. PROVIDE WINDOW COVERINGS IN THE CT CERAMIC TILE FOLLOWING LOCATIONS: 125 MAKER SPACE CS-1 RB-1 P-1 EXP 1 RS-1 EXT WINDOWS TYPICAL _- - --. ACCESSORIES. CG CORNER GUARDS 126 TECHNOLOGY RF-2 RB-2 P-1 EXP 1 ELF ELASTOMERIC LIQUID FLOORING RS-2- EXT WINDOWS -OFFICE/COMP --.- --- BCS EXP EXPOSED TO STRUCTURE RS-3- INT RELITES 127 I MECH ACCESS CS-1 RB-1 P-1 EXP _ CR G GROUT RS-4-COMMONS UPPER WINDOWS 127A STORAGE CS-1 RB-1 P-1 P-1 CCD BABY CHANGING STATION GP GYPSUM PLASTER - - -- --- FDS CURTAIN ROD GWB GYPSUM BOARD 12. REFER TO INTERIOR ELEVATIONS FOR TB 201 HUB CLASSROOM CPT-2 l RB-2 P-3 EXP 1 FEC CLEANING CHEMICAL DISPENSER MB MARKER BOARD AND MB EXTENTS AND LOCATIONS. GB FOLD DOWN SEAT MER EPDXY RESIN COUNTERTOPS MH FIRE EXTINGUISHER CABINET P PAINT 13, DO NOT FASTEN DIRECTLY TO PLYWOOD MR GRAB BAR PL PLASTIC LAMINATE ROOF SHEATHING TO AVOID PENETRATING MR/SH MOP/ BROOM HOLDER PTD PAPER TOWEL DISPENSER ROOF AIRNAPOR BARRIER. SEE SHEET A003 ND MIRROR PWC PLASTIC SHEET WALL COVERING FOR TOP CHORD JOIST BLOCKING DETAILS. ��1� ARC NR MIRROR /SHELF UNIT RB RESILIENT BASE SCR SANITARY NAPKIN DISPENSER RF RESILIENT PTD SANITARY NAPKIN RECEPTACLE RS ROLLER SHADEFLOORING . CHRISTOPH SCD SHOWER CURTAIN ROD SST STAINLESS STEEL I KIM SD PAPER TOWEL DISPENSER TB TACKBOARD SH SEAT COVER DISPENSER UP UPHOLSTERY TH SOAP DISPENSER WD WOOD 'Lori' ! ,' TPH SHELF WM WALK-OFF MATT ' 1 ' IN CI 1 o� TOWEL HOOK WP WOOD PANEL '1A TOILET PAPER HOLDER OF O ' 4 SIGNAGE 4 PTD PTD FECPTD HD ND ND/NR SCD SCD j O I ie GB d o 0 0 / i . - , , -----1---! o f MR CH/TH GB ❑ o 1 PTDR f N R �� to---a / - REACH ' - — z FOLDED ROLL o CI) Q I RANGE = z TPH . SHEETS X x x - o ° cv PTDR 2 co _,,,,r_ I c� v tp co v o O 4 M z -S TPH m BASE BASE •iim V HAND 4.4 DRYER STANDARD UNIT ADA UNIT •cn Q CI 3 3 off cu MH - w O v � 12" 42" MIN. l0 0 0l i' NOTE: DON'T PLACE (I) E 'CV 1'THERMOSTAT ABOVE A CEILING '/ 41" / DIMMER SWITCH �- E HEAT 39" - .0 cQ CSI .' 17" - 19" WAINSCOT ISSUES 6" MIN. i 36" MAX. I MIRRORU ci cece ' � / SD THERMOSTAT FA CI \ CO(a '11" MAX -._.1.,,,— CONTROLS LIGHTING OR STROBE 0 GB CONTROL BOTTOM OF MIRROR/SOA' DISPENSER n� `. w ~ (n REACH MR w -16 r 1 SPOUT HEIGHT z z L L 11-/7' MIN. v GB/� \ � • ., \ I O w O co TPH wDz C7 \ C7 J CO o as Cr) 0 CD • ••• `� w \ 4 KNEE � , ca v ❑ \ z �� z Q z xY CLEARANCE �, Z Q Q I z 00 ' l z . - xa � � � w � � Q o = \ \ 2 x az 6, �7"_g co am �� z I , -I O ch b Q l. — OUTLET -,, Q Q 1 c LS 1 �r7 1\ J - J f I c•-) / N v �. E v 1 .coo Qo \ •. ,\ `♦ ,-- -, f ,. \n ... • `. \ ,\ • . •• ./ • • , `• \ .r. r ` FLOOR MOUNTED 8"MIN KNEE 6"MW TOE I SOAP ELECTRICAL DEVICES ADA WATER CLOSETS_SIDE VIEW STANDARD_FRONT VIEW CLEARANCE 4, CLEARANCE STANDARD_FRONT VIEW ADA URINALS _SIDE VIEW STANDARD_SIDE V EW SERVICE SINK ADA DF. DISPENSER 11" MIN KNEE / 01 •L ''r / d' CLEARANCE;.. ;;-_______17,, 17" MIN TOE • • CLEARANCE 8" MIN.�� 6" MAX. 2 ADA LAVATORIES_SIDE VIEW 2 ACCESSIBLE SHOWERS I ' c9 - PROJECTION SCREEN VIEWING SIGNAGE & DEVICES Imo` AREA CEILING / • \ 0 • MAX STROBE D ' I 0 CR I (DOOR SWING —II�}� 2 , \ i MUST NOT HIT \ + + �fal I PERSON MARK DATE DESCRIPTION READING SIGN) ISIMIDIMINLIMINIMMINININNO PULL SIGN STATION J Issued: 08/28/2017 — m Scale: As indicated I F_ X Q -a0) ' ¢ %rtI--- (-) TOP OF CHALK TRAY �- L--- - - - --J w ll i yy m FDS ,__, ®0.... ao o °' W = ro �r4_1 1 ! J _ ` I`, CO /PROJE\CTION J ZWO \ ri7� ,_ I OF FLAT SCREEN NOT Q q TO EXCEED 4". RECESSED m o III BRACKET/BOX TO BE PROVIDED IF O ¢� I CO C2 \ J I; --- TV AND MOUNT EXCEED 4". c° L1J cn w . J� }. Co n FDS '4 w X Q Copyright 1 601 3 1 V W Vin 0 1' / oZ zso 1 Ow (-/ - SET Q I FOLD DOWN SEAT FLAT PANEL DISPLAY/ PROJECTION SCREEN SIGNAGE (TACTILE FIRE ALARM DEVICES CLOCK MARKER/CHALK BOARDS ROOM FINISH SCHEDULE & I-.7). AND BRAILLE r TRANSFER SHOWER REQUIRED) 72) MOUNTING HEIGHTS 1- (36"X36" MIN.) F 0 GRAPHICS - MOUNTING HEIGHTS GENERAL NOTES: 112" = 1'-0" FLOOR LINE INDICATED IS FINISHED FLOOR A661 in UNLESS OTHERWISE NOTED. co 50 I 40 I 30 I 20 I 10 I 0 I 50 I 40 I 30 1 20 I 10 I 0 TYPE 1 - TYPICAL PLAQUE SIGNS TYPE 3 - TYPICAL PLAQUE W/ GRAPHIC TYPE 4 - PLAQUES FOR STAIRS TYPE 9 - MISC. ACCESSIBILITY SIGNAGE LOCATION: TYPICAL ROOMS LOCATION: TYPICAL ROOMS LOCATION: EXIT AND NON-EXIT STAIRWELLS LOCATION: AS NOTED ON PLANS MATERIAL: THERMOSET PLASTIC WITH RAISED LETTERS AND BRAILLE MATERIAL: THERMOSET PLASTIC WITH RAISED LETTERS AND BRAILLE MATERIAL: THERMOSET PLASTIC WITH RAISED LETTERS AND BRAILLE MATERIAL: THERMOSET PLASTIC WITH RAISED LETTERS AND GRAPHICS MOUNTING: DIRECT ADHERE TO WALL/DIRECT ADHERE TO GLASS WITH B.P. (BACKER PLATE) MOUNTING: DIRECT ADHERE TO WALL MOUNTING: DIRECT ADHERE TO WALL MOUNTING: DIRECT ADHERE TO WALL TYPE SIZE: 7/8" HIGH TEXT U.N.O. TYPE SIZE: 7/8" HIGH TEXT U.N.O. TYPE SIZE: 1" HIGH TEXT U.N.O. SIZE: AS NOTED ;4- SIZE: SIZE: 8 112"WIDE X HEIGHT AS DIMENSIONED SIZE: 10 112"WIDE X HEIGHT AS DIMENSIONED SIZE: 12" HIGH X 12"WIDEr COLOR: SINGLE COLOR WITH WHITE TEXT COLOR: SINGLE COLOR WITH WHITE TEXT COLOR: SINGLE COLOR WITH WHITE TEXT \ TYPE 9A SEE PLANS FOR LOCATIONS j -{ SEE AF504 FOR ARROW DIRECTION 1 LINE TEXT: % t -r.`' t (ARROW NOT ON ALL SIGNS) N� 6 TYPE 1 A .258 SEE AF503 FOR ROOM ID NUMBER •� 6 SEE PLAN FOR LOCATIONS r = ° MEDIA CENTER TYPE 3A �, �, r� SEE AF503 FOR TEXT CONTENT `�'` 5" HIGH LETTER, N N ADA COMPLIANT BLUE BORA _ SEE PLAN FOR LOCATIONS • �� INDICATING THE LEVEL t `� ( 114" 114" RAISED INTERNATIONAL T GRAPHIC OF T 8112 �/ "' ACCESSIBILITY TY 2 LINES TEXT: _ _ n SEE AF504 FOR TEXT CONTENT Bora Architects, Inc. ,- co v _�� 718" LETTERS �r �* - IT (CENTERED ON SIGN) 720 SW Washington, Suite 800 TYPE 4A Ra °O 220 SEE AF503 FOR ROOM ID NUMBER • .,• V r-- T : _ BRAILLE Portland, Oregon 97205 & _ °° IN CASE OF FIRE DO 7/$" RAISED BUILDING STAIRS "v ' l'-/2' 112'• 503.226.1575 co -CIT--- CAREERS SEE AF503 FOR TEXT CONTENT pp LETTERS ADA , v. r°_° NOT USE E L EVATO fly_ ;_ COMPLIANT WITH QUANTITY: XX -- `��-;- 1" HIGH LETTERS TYPE 9 B N �' 8 ,12" XX COUNSELING TYPE II BRAILLE SEE PLANS FOR LOCATIONS t:o ,r USE STAIRS r - ,- r - ` ' �' !'t4" 8 112" 114" Tr T - - r FLOOR NUMBER ONLY SS STA - � BRAILLE TO INDICATE � 11 _ A � N ,• 1/4" 114" `�'�v ° i V-! -,-_4. p 518" LETTERS 10 112 - (CENTERED ON SIGN) 100% HORIZONTAL SCALE 1 LINE TEXT WITH MESSAGE CLIP: r ,( =-\-.„‘ i ADA COMPLIANT BLUE N o iv 114" 114" _ o 0 ASSISTED r iv TYPE 1A MC 04 LISTENING GRAPHIC 57 SEE AF503 FOR ROOM ID NUMBER • _�► r COMPLIANT WITH SEE PLAN FOR LOCATIONS TYPE 3 B �` • - _ • v ADA 0,, ,. i~ K i_� ' SEE AF503 FOR TEXT CONTENT - _ This fBCility �� a •._,, ,= __ 112" LETTERS Y" T SEE PLAN FOR LOCATIONS �• �� 112" 112" - a h��rin�.d s- f (CENTERED ON SIGN) 5 I O p CLIP , P,I,eas.` -- - 100% HORIZONTAL SCALE 5 L. 8 1/2" / 112" 112" b ,r/ti10" if'/ _, 5" HIGH LETTER, G R 101 . - SEE AF503/AF504 FOR ��' INDICATING THE LEVEL TYPE 10 - FLAG MOUNTED SIGNS � � �--< ROOM ID NUMBER mN GIRLS RESTROOM TYPE 1B - ier ' nn i TEXT CONTENT 04 FOR n LOCATION: PROVIDE AT ALL ELEVATORS, AED STATIONS & FIRE EXTINGUISHER CABINET c'n r 4 SEE AF503 FOR ROOM ID SET PLASTIC Tr NUMBER MOUNTING. DAL: HRECTOATTACHED TO WALL SEE PLAN FOR LOCATIONS - `� 4. 114" 114" i� TYPE SIZE: AS NOTED 8 1/2" ` - ' SIZE: TBD BY ARCHITECT -e 10 1/2" TYPE 4B COLOR: RED SIGN WITHWHITELETTERS AND PICTO GRAPHIC d' T* - .. f-. BUILDING STAIRS r- r , r 1" HIGH LETTERS TYPE 11 - FIELD APPLIED VINYL IMAGE ED AI�� 1 LINE TEXT: QUANTITY: XX b TYPEIC C6 STAFF ONLY SEE AF5031 AF504 FOR TEXT • 'S - BRAILLE TO INDICATE LOCATION: SEE PLANS AND ELEVATIONS FOR LOCATIONS AND SIZE. YCHR STOPH t FLOOR NUMBER ONLY MATERIAL FIELD APPLIED PERMANENT VINYL FILM, CUT TO SIZE OF GRAPHIC OR CHARATORS. SEE PLAN FOR LOCATIONS cu CONTENT a- • T V -J TYPE 3C "�'� MOUNTING: DIRECT ATTACHED TO WALL L NN a 8 112" " SEE PLAN FOR LOCATIONS COLOR: PER ARTWORK(SCHOOL MASCOTT) a.f ill 1/4" 114 4 2LINESTEXT: TYPE 12 FIELD APPLIED VINYL TEXT . I �F Og TRAI I BOYS - 1-i -. SEE AF5031AF504 FOR TEXT r LOCATION: SEE PLANS AND ELEVATIONS FOR LOCATIONS AND SIZE. 4 N OM - CONTENT MATERIAL: FIELD APPLIED PERMANENT VINYL FILM, CUT TO SIZE OF TEXT CHARATORS. 4 L� MOUNTING: DIRECT ATTACHED TO WALL r ' T . n - — .13R101 " - SEE AF503/AF504 FOR • • SIZE: 6" CHARACTER SIZE 4 _ ROOM ID NUMBER • • COLOR: EACH QUOTE A SINGLE COLOR VINYL FILM, SELECTED FROM STANDARD OPTIONS. •�^ 114" 8 1/2• 114"' BOYS RESTROOM_:._- SEE AF503/AF504 FOR 1/2"--\ L QUOTES: TO BE CONFIRMED BY TTSD, MAX. 30 CHARATORS PER QUOTE. TEXT CONTENT / i 12„ N 1% 114" '114" �'`J '' '� TYPE 13 - DIMENSIONAL LETTERS L 3 LINES TEXT: 10 112" L dr LOCATION: RECEPTION _ L L u,1 illa IIuyi inr 1 0 A I - .1...•SEE AF503/AF504 FOR TEXT TYPE 5 MAXIMUM OCCUPANCY SEE SPECIFICATIONS. -- CONTENT + ti, DOORS LOCKED SIGNAGE SCHEDULE C Nr AFTER HOU RS : CI)-- LOCATION: MAIN GYM, COMMONS, THEATER. AND AS NOTED ON PLANS MATERIAL: THERMOSET PLASTIC WITH RAISED LETTERS LOCATION SIGN s MOUNTING: DIRECT ADHERE TO WALL (RM #) TYPE : RAISED TEXT / BRAILLE TEXT/ PAPER INSERT/ IMAGE COMMENTS U '1/4"Tr 8 112" 114'�� TYPE 3D ,.. , "--: SIZE: 4 318" HIGH X 7" WIDE SEE PLAN FOR LOCATIONS _ 100 1C (VARRIES, SEE TEXT) ALL VISITORS MUST CHECK-IN PROVIDE BACKER FOR GLASS C W 41111 =� I 101 1A (RM # & NAME) PROVIDE BACKER FOR GLASS �, + . . . _ 718" LETTERS 102 2 MC (RM #) - — I • TYPE 2 - PLAQUE W/ INSERT a ,_ M (CENTERED ON 103 2 MC (RM #) I -1 �f •' SEE PLANS FOR LOCATIONS 4 - . SIGN)• L • � � I 104 2 MC (RM #) , +, LOCATION: TYPICAL ROOMS v - n1nYwuu . • l • • •• i , . . . . +- (/� MATERIAL: THERMOSET PLASTIC WITH RAISED LETTERS AND BRAILLE. _ R101 SEE AF503 FOR ROOM ID 114" 114" 105 2 MC (RM #) V CLEAR VIEW WINDOW WITH REMOVABLE PAPER INSERT. __4 NUMBER •- T' 106 3E (RM # & NAME) 0 MOUNTING: DIRECT ADHERE TO WALL 1 DIRECT ADHERE TO GLASS WITH B.P. (BACKER PLATE) ti R ESTR00 M = SEE AF503 FOR TEXT / "� 3 TYPE SIZE: 518" HIGH TEXT U.N.O. g CONTENT 108 1A (RM # & NAME) PROVIDE BACKER FOR GLASS 3 cp O TI c0 SIZE: 8 112" WIDE X HEIGHT AS DIMENSIONED. WINDOW 1 1/4" HIGH X 8 1/2" WIDE Al 1 112 3B (RM # & NAME) O COLOR: SINGLE COLOR WITH WHITE TEXT • N 114" 114"* VLll EX 112 3B (RM # & NAME) EE 10 112" TYPE 6 - ELEVATOR SIGNAGE 114 3C (RM # & NAME) L N 114 3C (RM # & NAME} +r L N TYPE 2 114" LOCATION: ELEVATORS (31/A562) 115 2 MC (RM #) TTOA COMPUTER LAB PROVIDE BACKER FOR GLASSal Cr SEE PLAN FOR LOCATIONS0 CC SEE SIGN TYPE MATERIAL: THERMOSET PLASTIC WITH RAISED LETTERS AND BRAILLE 115 9B MOUNTING: DIRECT ADHERE TO WALUJAMBS AS REQUIRED ( ) SEE AF503 FOR ROOM ID NUMBER �► �. SIZE: AS INDICATED 117 2 MC (RM #) FLEX CLASSROOM • L Cf) 16 - �_ �... TYPE 3E 117 9B (SEE SIGN TYPE) - ____Mr_Rjx •: CLEAR PLEXIGLASS WINDOW W/ SEE PLAN FOR LOCATIONS RAISED GRAPHIC REMOVABLE PAPER INSERT 120A 1A (RM # & NAME) C �s°ua OF LEVEL. WITH 123 2 MC (RM #) (TEACHER'S NAME) PROVIDE BACKER FOR GLASS •` O ' _ • • TYPE II BRAILLE 1— CO I- 8 1/2" `► �\ 123 9B (SEE SIGN TYPE) y 124 3D RM # & NAME TYPE 6A N ( ) _ 125 2 MC (RM #) (TEACHER'S NAME) WITH MESSAGE CLIP: • b 1" 1/4" UR102 125 1C (VARRIES, SEE TEXT) MAKER SPACE, STAFF ONLY r � SEE AF503 FOR ROOM ID � TYPE 2 MC 1 � STAFF RESTROOM NUMBER ` 125 9B (SEE SIGN TYPE) ` • F 3 ti SEE AF503 FOR TEXT 3 112„ 126 1A RM # & NAME SEE PLAN FOR LOCATIONS SEE AF503 FOR ROOM ID NUMBER 4-kr t v r L 1 4. v CONTENT SEE PLANS FOR LOCATIONS '� 127 1C (VARRIES, SEE TEXT) 127 MECH ACCESS, STAFF ONLY _ ____Mr_l�`fXb y CLEAR PLEXIGLASS WINDOW W/ N 114" 114" TEXT: FLOOR NUMBER, NUMBER AND STAR ON LEVEL 01 ;�Ailfy. 201 2 MC (RM #) HUB CLASSROOM ~,: ____ ,--m akiimumpPm,"-., T : REMOVABLE PAPER INSERT "" 10112" , 201 9B (SEE SIGN TYPE) • 2 r r �p 0ll-- - CLIP 202 2 MC (RM #) FLEX CLASSROOM 2 r ,, TYPE 7 - TWO-WAY COMMUNICATION DIRECTIONS 202 9B (SEE SIGN TYPE) 8 112" 203 2 MC (RM #) FLEX CLASSROOM LOCATION: AT TWO-WAY COMMUNICATION DEVICES (31/A562) 204 2 MC (RM #) CLASSROOM (TEACHER'S NAME) ,i• - * MATERIAL: THERMOSET PLASTIC WITH RAISED LETTERS �� TYPE 3 F "�c MOUNTING: DIRECT ATTACHED TO WALL 204 9B (SEE SIGN TYPE) MOUNTING: DIRECT ADHERE TO WALL 205 2 MC (RM #) FLEX CLASSROOM SIZE: 4 318" HIGH X 7"WIDE = ,�� SEE PLAN FOR LOCATIONS 205 9B (SEE SIGN TYPE) 1 / .I �J FLOOR LANDING10O . 206 3B (RM # & NAME) NUMBERS ON BOTH co _ 207 3C (RM # & NAME) SIDES OF DOOR JAMB. • - ; 718" LETTERS HALL LANTERN co 208 3E (RM # & `� v - (CENTERED ON NAME) MARK DATE DESCRIPTION \ SEE PLANS FOR LOCATIONS ;- SIGN) 211 1A (RM # & NAME, STAFF 211 MECH, STAFF ONLY Nti _ IlIrriT �t SEE AF503 FOR ROOM L ONLY) 0� ID NUMBER 114" 7" U4" 212 1A (RM # & NAME) Issued: 08/28/2017 �® N STAFF LOCKER ROOM ID NUM 03FOR TEXT v CONTENT �� 213 1A RM # & NAME ,� ( } Scale: As indicated EMERGENCY ,� = 114„ 114„ 214 1A (RM # & NAME, STAFF 214 MECH, STAFF ONLY CALL BUTTON �� CALL STATION. ONLY) B CV SEE CODE CD PLANS FOR 10112" ELEV - 1ST 6A (SEE SIGN TYPE) LOCATIONS. `� TYPE 8 - FIRE SAFETY SIGNS WAY OUT MAP ELEV - 1ST 3A (SEE SIGN TYPE) (1ST FLOOR MAP) inELEV - 2ND 6A (SEE SIGN TYPE) N eL LOCATION: NEAR FIRE EXTINGUISHER CABINETS, BUILDING EXITS, ELEVATORS AND ELEV - 2ND 3A (SEE SIGN TYPE) (2ND FLOOR MAP) \I STAIRS ELEV - 2ND 7 (SEE TEXT) (TEXT TO BE CONFIRMED WITH copyright 16013 1 ! /� SIGNAGE NOTES MATERIAL: CLEAR PLASTIC INSERT HOLDER WITH REMOVABLE PRINTED SIGN BUILDING OFFICIAL) MOUNTING: DIRECT ATTACHED TO WALL ' 4.: ------r„ TYPE SIZE: AS NOTED STAIR 1 - 4B (SEE SIGN TYPE) STAIR 1 , NO ROOF ACCESS, 1 PERMIT SET "' SIZE: 8 112"X 11" COLOR: CLEAR 1ST THROUGH 2 Q ROUTE ALL WIRING CONCEALED SIGNAGE NT IARE AT S 1R00% HORIZONOTALI, TYPICAL. OM SCALEMBERS AND TYPE 7 DIRECTIONALSTAIR 1 - 4B (SEE SIGN TYPE) STAIR 1, NO ROOF ACCESS, 1 N IN CMU WALL TYP. ROOM NAMES AND ALL OTHER TEXT IS AT 85% HORIZONTAL SCALE, U.N.O. 2ND THROUGH 2 SIGNAGE kb NOTE: STAIR 2 - 4B (SEE SIGN TYPE) STAIR 2, NO ROOF ACCESS, 1 SEE THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF 2. SEE A661 FOR SIGNAGE MOUNTING REQUIREMENTS. PLAN 1ST THROUGH 2 AN OBJECT PASSES THROUGH EITHER LINE 'A' OR 'B'. LINES 3. SEE PLANS AND ENLARGED PLANS FOR SIGN LOCATIONS. WHERE SIGNS r` 'A' & 'B' REPRESENT THE VERTICAL LOCATION OF THE DOOR OCCUR ON GLASS PROVIDE BACKER PANEL. STAIR 2 - 4B (SEE SIGN TYPE) STAIR 2, NO ROOF ACCESS, 1 TD REOPENING DEVICE NOT REQUIRING CONTACT. 2ND THROUGH 2 `-Ni ELEVATOR HOISTWAY AND ENTRY 4. ALL SIGNAGE TEXT TO BE CONFIRMED BY OWNER PRIOR TO A665 LIP CV O 1/2" - 1'-0" FABRICATION. co 50 1 40 I 30 I 20 I 10 I 0