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Plans (5) BU P2018 -00091 RECtiVE.F.' _.,,„ , APR 02 ZUig Otak Architects, Inc. � � � TU A 808 S ir. 'venue, Suite 300 ......iii•ofigin, thh. • 'rtland, OR 97204 BUILDING MVISiOi, -in 503287.6825 www.otak.com APARTMENTSty of Tigard Erosion Control To Schedule Inspections: % Call (503) 639-4175 3720 Initial inspection: Prior to rooting inspection BRIAN R.FLEENER PROJECT TEAM D RAW I N G SHEET INDEX0Final inspection: Prior to anal ng inspection %RILAND,OR A1-0.01 COVER SHEET Al-2.01 BUILDING 1 FLOOR PLAN LEVEL 01 AX-8.11 INTERIOR DETAILS-FIRE RATED DETAILS VALIDITY OF PERMIT GOA ARCHITECT OWNER/DEVELOPER A1-0.02 REFERENCE SITE PLAN Al-2.02 BUILDING 1 FLOOR PLAN LEVEL 02 AX-8,12 INTERIOR DETAILS-FIRE RATED DETAILS OFFICE OF 0 OTAK ARCHITECTS, INC. DBG PROPERTIES LLC Al-2.03 BUILDING 1 FLOOR PLAN LEVEL 03 AX-8.13 INTERIOR DETAILS THE ISSUANCE OF A.PERMIT 3129/2018 808 SW THIRD AVENUE, SUITE 300 2164 SW PARK PLACE S0.01 GENERAL NOTES-APARTMENTS A1-2.04 BUILDING 1 FLOOR PLAN LEVEL 04 AX-8.14 INTERIOR DETAILS BASED ON CONSTRUCTION PORTLAND, OR 97204 PORTLAND, OR 97205 50.02 GENERAL NOTES-APARTMENTS Al-2.05 BUILDING 1 ROOF PLAN AX-8.15 AIR SEALING COMPARTMENTALIZATION DOCUMENTS AND OTHER REVIEWED FOR STAMP PHONE: (503)415-2393 FAX: (503)415-2304 PHONE: (503)224-2554 FAX: (503)223-4463 51-2.01 FOUNDATION PLAN-BUILDING 1 Al-2.11 BUILDING 1 REFLECTED CEILING PLANS AX-8.20 STAIR DETAILS DATA SHALT_NOT PREVENT CONTACTS: MATT NEISH, CHRISTINA KWIECIENSKI CONTACT: SKIP GRODAHLTHE CODE OFFICIAL FROM CODE COMPLIANCE S1-2.02 SECOND FLOOR FRAMING PLAN-BUILDING 1 Al-2.12 BUILDING I REFLECTED CEILING PLANS AX-8.21 ELEVATOR&MECH SHAFT DETAILS LANDSCAPE ARCHITECT S1-2.03 THIRD FLOOR FRAMING PLAN-BUILDING 1 A1-3.01 BUILDING 1 EXTERIOR ELEVATIONS AX-9.01 WASTE ENCLOSURE REQUIRING THE CORRECTION A OTAK, INC. OWNER CONTRACTED CONSULTANTS OF ERRORS. OSSC los-4 • 51-2.04 FOURTH FLOOR FRAMING PLAN-BUILDING 1 Al-3.02 BUILDING 1 EXTERIOR ELEVATIONS .,-.. -rm 808 SW THIRD AVENUE, SUITE 300 CONTRACTOR 81-2.05 ROOF FRAMING PLAN-BUILDING 1 A1-4.15 BUILDING 1 BRIDGE PLAN, SECTION&ELEVATION EC0.0 COVER SHEET&GENERAL NOTES '=- j `�I r'i t PORTLAND,HONE: (503)OR 287-6825 97204P 81-3.01 SHEARWALL PLAN-BUILDING 1 EC1.0 CLEARING&DEMOLITION PLANS(1 OF 2) DBG PROPERTIES DBG PROPERTIES LLCSI'ECIA .INSPECTION REQUIRED CONTACT:TE: K11JNNORTH 2164 SW PARK PLACE S1-4.01 SHEARWALL ELEVATIONS-BUILDING 1 AX 4.11 WALL SECTIONS EC1.1 CLEARING&DEMOLITION PLANS (2 OF 2) KAITI_IN PORTLAND, OR 97205 S8.01 FOUNDATION DETAILS-APARTMENTS AX-4.12 WALL SECTIONS EC2.0 GRADING, STREET AND UTILITY CONSTRUCTIONState of Oregon Structural Specialty Code LLC CIVIL ENGINEER PHONE: (505)402-0091 S8,02 FOUNDATION DETAILS-APARTMENTS AX-4.13 WALL SECTIONS EC2.1 GRADING, STREET AND UTILITY CONSTRUCTION OTAK, INC. CONTACT: TYLER COLEMAN 58,03 FOUNDATION DETAILS-APARTMENTS AX-5.01 STAIR 1 PLANS&SECTIONS EC3.0 EROSION CONTROL DETAILS TAM Concrete and Reinforcing Steel PORTLAND,808 THIRD AVENUE, SUITE 300 STRUCTURAL ENGINEER 58.04 BRIDGE DETAILS AX-5.02 STAIR 2 PLANS&SECTIONS EC3.1 EROSION CONTROL DETAILS Bolts installed in Concrete CONSULTANT ONE: (503)415-2408 97204 S8.21 FLOOR FRAMING DETAILS-APARTMENTS AX-5.03 ELEVATOR&MECHANICAL PLANS&SECTIONS PHONE: ENAYAT SCHNEIDER SMITH ENGINEERING, INC. Special Moment-Resisting Concrete Frame CONTACT: KYLE CHILDERS 3141 WALNUT STREET, SUITE 203A S8.22 FLOOR FRAMING DETAILS-APARTMENTS AX-5.11 UNIT PLANS •DENVER, CO 80205 88.23 FLOOR FRAMING DETAILS-APARTMENTS AX-5.12 UNIT PLANS Reinforcing Steel&Prestressing Steel Tendons ARBORIST PHONE: (720)904-1234 58,31 ROOF FRAMING DETAILS-APARTMENTS AX-5.13 UNIT PLANS Structural Welding TERAGAN&ASSOCIATES, INC. CONTACT:WAHID ENAYAT 58.32 ROOF FRAMING DETAILS-APARTMENTS AX-5.14 UNIT PLANS CITY OF TIGARD 3145 WESTVIEW CIRCLECOMPLIANCE � I-Bgh-StrencJfit Bolting OSWEGO, OR 97034 GEOTECHNICAL ENGINEER S8.41 SHEAR DETAILS-APARTMENTS AX-5.15 UNIT PLANS REVIEWED FOR CODE PHONE: (503)697-1975 FAX: (503)697-1976 • RHINO ONE GEOTECHNICAL 58.42 SHEAR DETAILS-APARTMENTS AX-5.16 UNIT PLANS Approvedtf 1 0 Structural Masonry CONTACT:TERRENCE FLANAGAN 4610 NE 77TH AVE, SUITE 126 AX-5.17 UNIT PLANS OTC: VANCOUVER,WA 98662 A1-0.11 BUILDING 1 CODE SUMMARY AX-5.18 UNIT PLANS ❑ Reinforced Gypsum Concrete MECHANICAL, ELECTRICAL & PLUMBING ENGINEER PHONE: (360)258-1738 A1-0.12 BUILDING 1 CODE PLANS LEVEL 01 -02 AX-8.01 EXTERIOR DETAILS-OPENINGS Pcrrnit#: .139-1,4.01 R- 000 q 1 0 insulating Concrete Fill MFIA, INC CONTACT: RAJIV ALI A1-0.13 BUILDING 1 CODE PLANS LEVEL 03-04 AX-8.02 EXTERIOR DETAILS-OPENINGS . Address: 74.70 S‘ i I-1 u_n 2 i<e rA 0 Spray Applied Fire-Resistive Materials 2007 SE ASH STREETAl-1.01 BUILDING 1 VERTICAL CONSTRUCTION ASSEMBLIES AX-8.03 EXTERIOR DETAILS-SIDING Suite #: ,Qf 0 Pili Applied led Piers and Caissons PORTLAND, OR, 97214 GREEN BUILDING CONSULTANT Al-1.02 BUILDING 1 HORIZONTAL CONSTRUCTION ASSEMBLIES AX-8.04 EXTERIOR DETAILS-FOUNDATION By: Tate% ��la - ) $ , PHONE: (503)234-0548 FAX: (503)234-0677 EARTH ADVANTAGE Al-1.11 BUILDING 1 SCHEDULES AX-8.05 EXTERIOR DETAILS CONTACT: JAMES L. TORMEY 623 SW OAK ST, THIRD FLOOR Shotcrete PORTLAND, OR 97205 Al-1.12 BUILDING 1 SCHEDULES AX-8.06 EXTERIOR DETAILS-ROOF PHONE: (503)968-7160 X23 Al-2.00 BUILDING 1 SLAB PLAN AX-8.07 EXTERIOR DETAILS ❑ Special Grading, Excavation and Filling CONTACT: ERIC FOLEY D SmoKe-c?ontrot Systems PROJECT INFORMATION ABBREVIATIONS SYMBOLS 0 O.fieriflspecti+7ns SITE # NUMBER GB GRAB BAR PERF PERFORATED, VICINITY MAP ENERGY CODE COMPLIANCE & AND GPM GALLONS PER PERFORATE 1....2_ • ASSEMBLY TAG LEGAL DESCRIPTION: C L CENTERLINE MINUTE PLAM PLASTIC \ . .. ..., 251010001600 AC ACRE GYP GYPSUM LAMINATE PL AED LINE WINDOW TAG ACC ACCESSIBLE O AUTOMATED HB HOSE BIB PROPERTY '. ► ! f 4- � ' TOTAL SITE: 14.88 ACRES EXTERNAL HC-PHB HOLLOW CORE PLYWD PLYWOOD A GEOTECHNICAL Envelope: Compliance inti ON-SITE IMPERVIOUS(BLOCS): 69,091 SF(1.59 ACRE) DEFIBRILLATOR PRIMED PNL PANEL AFF ABOVE FINISH FLOOR HARDBOARD PNT PAINT REPORT IS REQUIRED �gtb TIGARD ON-SITE IMPERVIOUS(ROADS,WALKS): 227,986 SF(5.23 ACRE) ADJ ADJUSTABLE HDR HEADER PR PAIR BEFORE THE FQOTING �`� TC WEST y AHU AIR HANDLING UNIT HDW HARDWARE PREFIN PREFINISHED DOOR • TAG `INSPECTION IS APPROVED Al STATIONW �� ZONING: ALUM ALUMINUM HM HOLLOW METAL PREPR PRE-PRIMED ` `'�� / " 1 001 MUE (PD) APPROX APPROXIMATE HORIZ HORIZONTAL PT PRESSURE \'W S� APT APARTMENT HR HOUR TREATED, 2 \ y�H P #Z�,IgYtitcYt3 EXISTING USE: VACANT LAND HVAC HEATING POST TENSION NORTH ARROW \ ZjizR t ,Typ l t aw BD BOARD VENTILATION ♦ ST � 6o�ee; t ' PROPOSED USE: 4 STORY WOOD FRAMED APARTMENTS. BDRM BEDROOM AND AIR R RISER, RADIUS _} 1.IIIIIava,o ,` ii BLDG BUILDING CONDITIONING R&S ROD AND SHELF LL ♦ v BLKG BLOCKING RCP REFLECTED 1 ----, C714-8.01 ♦ v , . �4 1c:` DETAIL TAGS ` � ` +tr.'. BM BEAM IBC INTERNATIONAL CEILING PLAN{S) 48,01 I-: 147tiloatdtiza*Mait .alt: PARKINGJ BOT BOTTOM BUILDING CODE RD ROOF DRAIN `� �� \ ` i BR BEDROOM ICBG INTERNATIONAL REF REFERENCE � r +rim STANDARD PARKING STALLS ARE MINIMUM 8.5'x 18.5'. OF CONFERENCEREEL REFLECTED \ ��, �: ACCESSIBLE PARKING STALLS ARE MINIMUM 8.5'X 18.5'WITH 5'AISLE. CIP CAST-IN-PLACE BUILDING REFR REFRIGERATOR C)A4-3.° 3 EXTERIOR ELEVATION TAG I< CLI 0#l. x .:� � 1 � COMPACT PARKING STALLS ARE MINIMUM 7.5'x 16.5'. ❑� ♦ CJ CONTROL JOINT OFFICIALS READ REQUIRED PROJECT ♦ TOTAL PARKING REQUIRED #OF STALLS. CL CLOSET IN INCH REST RESTROOM 1D CLG CEILING INFO INFORMATION RM ROOM SITE \ TOTAL SURFACE STALLS 428 CLR CLEARANCE) INSUL INSULATE(D), (ION) RO ROUGH OPENING W [�V W \ 50% CMU CONCRETE UNIT INT INTERIOR ♦ MAX. COMPACT SURFACE STALLS OF TOTAL1C '4-5.17 1A INTERIOR ELEVATION TAG J N � W \ TOTAL ACCESSIBLE STALLS 9 CPT CARPETMASONRY JAN JANITOR'S SAMF MEMBRANE SELF-ADHERING z rn (PER OSSC 1106.2) COL COLUMNS JST JOIST FLASHING 1B LLI \ CONT CONTINUOUS SD SMOKE IUna O ♦ TOTAL PARKING PROVIDED 428 CONCRETE KDHM KNOCK-DOWN DETECTOR mem ct TOTAL STANDARD STALLS 233 CORR CORRIDOR. HOLLOW METAL SF SQUARE FOOT a a BUILDING SECTION TAG ❑ TOTAL COMPACT STALLS 184 KIT KITCHEN SHTHG SHEATHING W (/} I W TOTAL ACCESSIBLE STALLS 11 D DRYER SIM SIMILAR 01 �i1 DBL DOUBLE LAM LAMINATE SPEC SPECIFICATION N- ( O DF DRINKING LAUN LAUNDRY STD STANDARD r � BUILDING DATA FOUNTAIN LD LOAD STL STEEL 1 f` V DIA DIAMETER LGT LIGHT STOR STORAGE WALL SECTION TAG GENERAL NOTES4.4.'1 NUMBER OF DWELLING UNITS 264 DIM DIMENSION LN LINEN STC. SOUND CONSTRUCTION TYPES VA-APARTMENTS DN DOWN LVT LUXURY VINYL TRANSMISSION TOP OF SLAB ar INELEVATION DATUM TITLE 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT VB-CLUBHOUSE DR DOOR TILE CLASS 100'-0" SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS PARKING PAVING WITHIN 5'OFA BUILDING AWAY FROM THE BUILDING. IF NUMBER OF FLOORS 4 DS DOWN SPOUT LW LIVE/WORK STRUCT STRUCTURAL # DATE DESCRIPTION BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL BUILDING AREA SEE SITE PLAN SHEET A-0.02 DU DWELLING UNIT SV SHEET VINYL q FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. BUILDING HEIGHT 44'-0"+1- A TO TOP OF HIGH ROOF DW DISHWASHER MAINT MAINTENANCE .1 GRID LINE/GRID BUBBLE DWG DRAWING MATL MATERIAL T TREAD CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED, 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO MAX MAXIMUM TEMPER INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND PROCEEDING WITH THE WORK. EA EACH MDF MEDIUM DENSITY T&G TONGUE & RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR UNIT MIX EJ EXPANSION JOINT FIBERBOARD GROOVE ROOM NAME ROOM TITLE LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE EL ELEVATION MECH MECHANICAL TB TOWEL BAR HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS RESERVED. DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. m ELEC ELECTRICAL MEMB MEMBRANE TEL TELEPHONE O TEMPERED GLAZING ELEV ELEVATOR MFR MANUFACTURER TG TEMPERED COPYRIGHT 2018. SEE SITE PLAN SHEET A-0.02 FOR UNIT MIX INFORMATION. EP ELECTRICAL MIN MINIMUM GLASS OFFICE COPY 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS PANEL MIRR MIRROR(ED) THK THICK, OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF EQUIP EQUIPMENT MISC MISCELLANEOUS THICKNESS drat REVISION TAG AND CLOUD SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS,SPECIFICATIONS, CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS EQ EQUAL MO MASONRY TO TOP OF ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER ARE COMPLETED. ADDITIONAL PERMITS REQUIRED EXIST EXISTING OPENING TP TOILET PAPER REVISIONS EXECUTION OF THE CONTRACT. Fire Sprinkler --\\ EXT EXTERIOR MTL METAL TYP118TUB/SHOWER 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY OF MASONRY,GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP Fire Alarm ` FC FIBER CEMENT N NORTH SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A EDGE, OR AS NOTED. Mechanical �.) FCP FIBER CEMENT NA NOT APPLICABLE UL UNLIMITED T THE OWNER AND/OR CONTRACTOR IS ONLY PANEL NIP NOT IN THIS UNO UNLESS NOTED Author Checker CONTRACT DIRECTLY WITH FBGLS FIBERGLASS PACKAGE OTHERWISE DRAWN BY CHECK BY SET FOR PURPOSES OF REFERENCE AND COORDINATION. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION Plumbing �3 FB FLOOR DRAIN NO NUMBER UNFIT UNFINISHED RELATED PERMITS / REVIEW S OTAKINCLDIS L THIS OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND Electrical � NON RATED PERMIT S CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FEC FIRE EXTINGUISHER NRCABINET NTS NOT TO SCALE VCT VINYL • PDR2017-00004 PLANNED DEVELOPMENT REVIEW SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS Truss Engineering ----------\ - SLR2017-00005 SEANITIVE LANDS REVIEW STATUS OWNER. EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES Shop Drawings - FIN FINISH COMPOSITION (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO FLR FLOOR OC ON CENTER TILE • MLP2017-00009 MINOR LAND PARTITION 03.29.2018 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND Other FND FOUNDATION OCC OCCUPANT(S) VERT VERTICAL ` PFI2018-00049 PFI SUBMITTAL DATE THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE ACCESSORIES. FO FACE OF OCCUPANCY(IES) VRFY VERIFY XXXXX SITE DEVELOPMENT SUBMITTAL FOC FACE OF CONCRETE OLE OCCUPANT LOAD VS VERSUS 17052 ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH FOF FACE OF FINISH FACTOR W WASHER WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FOS FACE OF STUD OPP OPPOSITE W/ WITH DEFERRED SUBMITTALS PROJEC NUMBER UNLESS INDICATED OTHERWISE,THE ARCHITECT AND ARCHITECTS SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE DEFERRED FOW FACE OF WALL OPNG OPENING WO WOOD ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED Fire sprinkler FRP FIBER REINFORCED ORD OVERFLOW ROOF WH WATER HEATER • ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY Fire Alarm PLASTIC DRAIN WIC WALK IN CLOSET METAL GUARDRAILS AND HANDRAILS TO THE COPYRIGHTS. • COMPOSITE WOODEN FLOOR JOISTS ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, �. FT FEET OSB ORIENTED WIN WINDOW CITY OF TIGARD RATED FLOOR/CEILINGS Mechanical WOOD 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. Plumbing --- FTG FTG FOOTING WALL STRAND WP WATERPROOF •• SPRINKLER ROOF TRUSSESRP DRAWINGS Approved by Planning NHACTYELECTRICAL, PLUMBINGCTIMM AND SPRINKLLY PRIOR R ELEMENTS RESULT IN �--�^� Electrical FT FEET BOARD WR WATER PRE-MFR• BRIDGE 6 Z-/P @2018 OTAK,INC. OSSC OREGON RESISTANTDate: CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY Truss Englneering �,lT. GA GAUGE, GYPSUM STRUCTURAL WRB WATER ELEMENTS RESULTING IN CONFLICTS. �,� if this drawing is not 24"x 36",it has been WORK OF Shop Drawings --~ ASSOCIATION SPECIALTY CODE RESISTANT lilt! I� sry�' rluced/snlarged.Scale accordingly. Other -. GAL GALVANIZED OVFL OVERFLOW BARRIER BLDG AREA UNIT COUNT SITE NOTES otak BUILDING NO. NO. OF TOTAL GROSS BUILDING NO. TYPE "A" UNITS TYPE 'B' UNITS TOTAL 1. MAILBOXES MUST COMPLY RE . FLOORS BLDG AREA (SF) CUSTOMER COMPARTMENT WITH REACHADA RANGE REQUIMUSTMENTSBEL. WITHIN 48"AND 28"AFF. SEE A3-9.01 FOR ADD INFO. ..4144 BUILDING #1 4 49,648 BUILDING #1 3 (2) 1 BD, (1) 2 BD 53 56 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL Otak Architects, Inc. SERVICE THAT MAILBOXES COMPLY WITH USPS 808 SW Third Avenue, Suite 300 BUILDING #2 4 41,812 BUILDING #2 3 (2) 1 BD, (1) 2 BD 45 48 REQUIREMENTS. •rttand, OR 97204 in 603.287.6825 BUILDING #3 1 3,342 BUILDING #3 0 INFO. 3. SEE SITE DEVELOPMENT SUBMITTAL FOR ADDII7ONAL ° �COQ BUILDING #4 4 50,848 BUILDING #4 3 (1) 1 BD, (1) 2 BD, (1) 3BD 45 48 4. SEE CML FOR ADA PARKING INFORMATION BUILDING #5 4 49,648 BUILDING #5 3 (2) 1 BD, (1) 2 BD 53 56 a,41 ' ) BUILDING #6 4 58,671 BUILDING #6 3 (1) 1 BD, (1) 2 BD, (1) 3BD 53 56 BRIAN R.FLEENER s TOTAL 253,969 TOTAL 15 249 264 LEGEND ` PORTLAND, • OR 111,0000111. ACCESSIBLE PATH OF0' "�� 3/29/2018 STAMP PROJECT INFO , r t__ L, TAX MAP I LOT NOS: WASHINGTON COUNTY TAX MAP BG PROPERTIES 2S10100 TAX LOT 1600 LLC ZONING: MUE(PD) CONSULTANT o. • "...1 \ ...--;______- - _ /- C . - r • v 1004 O / \ > -------- -.. ----- 10 % 100 0. / I 0 1 / U I 1• . CO • \/ ,.....- NO leil i let / ,,,.-....:...:.,....."' \ • . / .4\ .# / \\ „../. - e to \ - ,- - -----. \ ila / �OG ______.- ., / - -\*\ , i /I a l • • i 1 1 . ce . ........ \ di • .. .... -... si • 1 I 1. M / - 0 • \\ \ PEDESTRIAN PATH . •• • 1‘ di • tP� 50`DEVELOPEMENT \ ' ®® s �, ' ] • ® _ CL • BUFFER • J / CL . . � ' ®� ..s. i CI cu5 co CD • • •..,. \\\ i , ,� . "' i PROPERTY LINE CO ".�..r sco __ + < ° • N W • �� rr; o aaa3a7333ara ��, oaaoaa��a _____Jr- 01 1 PEDESTRIAN /. cc • • • \ / ...,......7,.,:„...T.1.),.4,„.. ..„,41.„.„...,,,,,,, ,•�`,. �`\ 40\ ' 7- �' a'` 2n .' ®'. , ' • • / / .. < � ,!" , �; —STORM WATER O Z z ACCESS BRIDGE • J1Tr ; i1; Tmmee a oaa a a a a a a a . a a. . � ' ,�.`_, - _ W —TREATMENT i = O \ ACCESSIBLE / ` / \ , , 0- —FAC LITY /.. RAMP f ..?'1 I . *., - +•. i 1; . ..,„._....„........ I \ 9 i .4.4.1..-."...., iligt,iiigji -., i',. 3: iCZ:k 6 \ �. PEDES IAN • • ' ,. • . ,. B j: ., • ACCESS BRIDGE a -� ;`,.. �04, - ` OPEN SPACE ' r g fp ��' /� �1 o STORM WATER I wj i� `^ laumti Ii L.L,. ca PEDESTRIAN a PLANTER TYP CLUSTERCCES LBO A BRIDGE w RETAINING WALL MAILBOXES �a 3 M 1 �`� � ,_ ,�. .� -•-- _ �. _ TITLE . �'�E SEE C ! , SWIMMING il I , t . . . . ...,,. .. :, �....., .. _,...., ,,... _�...,..4. .... _ I _�::.... .. .. 01 '.�.: .:fir.'.., t.. • i • s w a. # DATE DESCRIPTION CIF POO , PACKAGE DEVELOPMENT PA HIHISNalifiM..: NOTE. SEE SITE .�w.: mire LANDSCAPE P SEPARA ,..._�., _. .: ; ._._. . ....:_ .. . _.. . _._ , .._ _. _. .. _ . FOR .� } z PERMIT) w do 5 0 \ ,\ L \ 1 91 x % ' \ ,y td ......,tom -.; ,... . sa� y � ::s 11n !LD ,4 \ �I • ��' ■� 9:,R I % T ]t 1't ]C ]f .x I y Z{ JS 9C % % ;f g ., Y Y II. :C 1C % % % �[ .Fi YifE X % ![ :6s. + �'4.,. I % Y 3 .Y !{ Y s' 7l �C % % YC �1 7� .IF %.i' & % %..ft x ":\ \ \ 1 \ . '' ' ' . tk --a,+••-- 4!'118iv, . 7•,.. S " .� _ �, by, >bl '` .... ..... .c (� j x .. 'r�� tHg, �� , _ 14114t , 4_1"te • a v ala a a o• . �I• I 1m ° ° , I i 5T-0" it ii ' 230'-2" 151'-8" ii II 58'- 11" S • l l I J N xet 73 ■ ■ ICA \ ita 7t,73 I At 1uu1 � oaaoaaaIaoaaaoaaaaaaaaa oaaaaooaoa � � � � oaaaa _ �� oaoa15Th° i r° 'i' �. .. .., � ... <,, . :;� ..� !ff : <:•;•,.:::;. j.______.0 �: �: :��'.•_� REVISIONS "A \\ ilk ...til i �� • • a w w"r+•"r • • • • • • • •• • • • • • • • •�� • • wrwwrr • • • • • • w • \ • • • • rwrr� • • •rMIIMM • • rl••MO • • • • • • 11 • • • • • • �rr� • • i 00 .11001111 • 11• • • ••••••• • • •••111•11. 061 • • ice• • • • r Author Checker \ i PEDESTRIAN PATH CONNECTION ' LIDA PLANTER,TYP 24'ACCESS EASEMENT - BLDG 3 TO INDUSTRIAL PARK DRAWN BY CHECK BY CITY OF TIGARD PERMIT SET \\ \ TRASH ENCLOSURE- PROPERTY LINE CLUBHOUSE FUTURE WALL STREET Approved by Planning STATUS SEE ENCLOSURE INDUSTRIAL PARK(BY OTHERS) DRAWINGTRASH SET,TYP Date: y- 603.29.2018 t DATE Initial �+ 17052 PROJECT NUMBER \\\ ‘ 0' 30' 60' 120' efoi piiii9,,,,..,•••••! Al -0 . 02 1 REFERENCE SITE PLAN ®20180TAK,INC. (� n nI • If this drawing is not 24"x 36°it has been 1-0.0 SCALE: 1" 60'-O" - - n3duced/enlarged.Scale arxb roingly. LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES DESIGN LOADS . Otak PROJECT GENERAL NOTES CONCRETE -CAST -IN -PLACE 1. GOVERNING CODE: 1. UNLESS NOTED OTHERWISE, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED, CLEARLY 1. TRUSSES SHALL COMPLY WITH ALL PROVISIONS OF THE DESIGN SPECIFICATIONS A. 2014 OREGON STRUCTURAL SPECIALTY SHALL BE THOSE CONFORMING WITH VERSION OF THE APPLICABLE SPECIFICATION OR IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE CODE CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITIES. THESE SHALL CONFORM TO THE FOLLOWING TABLE: FRAMING LUMBER .a1■1101101A1 illik B. ASCE 7-10 INSTITUTE, EXCEPT AS NOTED OTHERWISE. STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. USE STRENGTH (PSI) WIC RATIO SLUMP (IN) AIR (%) 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH U.N.O. NOTED ON THE Otak Architects 2. ROOF LOAD (APARTMENTS): INTERIOR SLAB ON GRADE 3,000 0.55 4-6 0-2 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALLInc. 2. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ONDRAWINGS. A. SNOW LOAD 25 PSF + SNOW DRIFT AS NOTED FOOTINGS/FNDN WALLS 3,000 0.50 2-4 5-7 BE MANUFACTURED DESIGNED BY AN APPROVED MANUFACTURER. THE STRUCTURAL CONTRACT DOCUMENTS. DO NO SCALE THE STRUCTURAL 808 SW Third Avenue, Suite 300 ALL OTHER STRUCTURAL 3,000 0.55 2 4 4-6 CONTRACT DOCUMENTS. 2. LUMBER GRADE SHALL BE AS FOLLOWS: 3. MEMBERS SHALL NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: Portland, OR 97204 B. LIVE LOAD/CORRIDORS 20 PSF C. DEAD LOAD(TRUSS TOP CHORD) 11 PSF CONC. NOT NOTED A. EXTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.O. ON DRAWINGS ROOF LIVE = L/360 ROOF DEAD= L/240 main 503.287.6825 D. DEAD LOAD (TRUSS BOT. CHORD) 9 PSF 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND B. INTERIOR WALL STUDS: DOUGLAS FIR-LARCH #2 U.N.O. ON DRAWINGS www.otak.com E. DEAD LOAD (TOTAL) 20 PSFLOW CALCIUM (CLASS F)FLYASH MAY REPLACE CEMENT BY EQUAL MASS UP TO FLOOR LIVE = L/480 FLOOR DEAD = L/240 CONDITIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING,AND CIVIL 30% OF TOTAL CEMENT WEIGHT. C. JOISTS: AS NOTED ON DRAWINGS 2. ROOF LOAD (CLUBHOUSE}: DRAWINGS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR D. BEAMS/HEADERS: DOUGLAS FIR-LARCH #2 U.N.O. ON DRAWINGS 4.TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS •. INCONSISTENCIES. 2. A MINIMUM OF FIVE (5) CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EVERY E. POSTS: DOUGLAS FIR LARCH #2 OR BETTER, U.N.O. ON DRAWINGS AND CALCULATIONS WITH REGISTERED STRUCTURAL ENGINEER'S SEAL. SHOP A. SNOW LOAD 40 PSF PROFt--* B. LIVE LOAD 100 PSF FIFTY CU. YARDS, OR EACH DAY OF POUR, FOR EACH CONCRETE STRENGTH OR FOR F. BLOCKING, PLATES: DOUGLAS FIR-LARCH STANDARD OR BETTER DRAWINGS SHALL CLEARLY SHOW ERECTION PLAN, ALL STAY BRACING FOR TRUSS `C7 G I N itirie. 4. THE SIZE, WEIGHTS AND LOCATIONS OF ALL EQUIPMENT PADS, ROOF MOUNTED EACH 2000 S.F. OF POUR. CYLINDERS SHALL BE TESTED AS FOLLOWS: C. DEAD LOAD (TRUSS TOP CHORD) 15 PSF (INCLUDES GREEN ROOF) MECHANICAL UNITS, AND PENETRATIONS REQUIRED FOR MECHANICAL, ELECTRICAL, COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. TRUSS DESIGNS SHALL �,. D. DEAD LOAD (TRUSS BOT. CHORD) 10 PSF ONE (11 AT SEVEN (7) DAYS. THREE (3)AT TWENTY-EIGHT(28) DAYS. AND ONE (1) 3.ALL MEMBERS 3x OR LESS (LEAST DIMENSIONS) SHALL BE K1LN-DRY W/ 15% + ' AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR.ALL PENETRATIONS HOLD, MOISTURE CONTENT, MAXIMUM AT THE TIME OF DRYWALL INSTALLATION. INCLUDE ALLS MEMBER FORCES AND COMBINED STRESSES FOR VERIFICATION. B. ,� E. DEAD LOAD(TOTAL) 25 PSF ARE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. SUBMITTAL SHALL ALSO INCLUDE ALL i.G.B.O. APPROVAL INFORMATION. 3. FLOOR LOAD (APARTMENTS): 3. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL 4, PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING. ,0 5.ANY CONTRACTOR INDUCING LOADS ON THE STRUCTURE NOT SPECIFIED ON THE CONFORM WITH THE SPECIFICATIONS CONTAINED IN THE A.C.I. "MANUAL OF MINIMUMALL TRANSFERNSA PLATESAY SHALLDEVELOPRTW THEH FULLA STRESSINLBS.A MEMBER WITH A A. LIVE LOAD (TYPICAL FLOOR) 25 PSF+ SNOW DRIFT AS NOTED AT ANY MEMBER OF TWO THOUSAND (2,000) -9 B. LIVE LOAD STAIRS 20 PSF CONTRACT DOCUMENTS MUST OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER CONCRETE PRACTICE". 5.ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE � `� PRIOR TO ERECTION. PRESSURE TREATED IN ACCORDANCE WITH A.W.P.A. STANDARD C-2. PRESSURE- G. � C. DEAD LOAD (TRUSS TOP CHORD) 42 PSF 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH ONE (1) SIMPSON H2,5A D. DEAD LOAD (TRUSS BOT. CHORD) 8 PSF 4. ALL EXPOSED CORNERS SHALL HAVE A 3/4"CHAMFER, UNLESS NOTED OTHERWISE. TREATED LUMBER SHALL BEAR THE A.W.P.A. (AMERICAN WOOD PRESERVERS BUREAU) ANCHOR AND TWO (2) 10d TOENAILS, UNLESS NOTED OTHERWISE. !EXPIRES: 12/'31/ Ig i D. DEAD LOAD (TOTAL) 50 PSF 6.FIELD ALTERATIONS FOR ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED QUALITY MARK, WITHOUT APPROVAL FROM THE ARCHITECT/ENGINEER 5. ALL CONCRETE IN CONTACT W/SOIL SHALL BE TYPE I OR it CEMENT. 7. PROVIDE A DRAG TRUSS OVER ALL SHEAR WALLS PARALLEL TO THE TRUSS 3-29-2018 6. PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. DIRECTION PROVIDE BLOCKING PANELS BETWEEN TRUSSES OVER SHEAR WALLS STAMP 4. SNOW LOAD CRITERIA: 7. ARCHITECT/ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. 6.AGGREGATE SHALL BE A MAXIMUM OF 3/4" DIAMETER AND CONFORM TO ASTM C33. PERPENDICULAR TO TRUSS, DESIGN THE DRAG TRUSS & BLOCKING OVER SHEAR A. GROUND SNOW LOAD Pg 25 PSF 7. BLOCK ALL SHEAR WALL SHEATHING WITH 2 x 4 FLAT BLOCKING AT ALL EDGES. B. FLAT ROOF SNOW LOAD Pf 25 PSF 8. THE STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST 7. CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORM WITH ASTM WALLS FOR MINIMUM OF 300 PLF, U.N.O. ON DRAWINGS C. EXPOSURE FACTOR Ce 1.0 -1-- ,..�-�, r� D. THERMAL FACTOR Ct 1_p WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE SPECIFICATIONS. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE ASTM 8. NAILING INDICATED ON PLANS AND DETAILS ARE"COMMON" NAILS AS DEFINED BY 8. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATING SLOPED - -^tJ LI D. IMPORTANCE FACTOR 1 0 RESISTING SYSTEMS HAVE BEEN CONSTRUCTED AND ALL OF ITS PARTS HAVE BEEN SPECIFICATIONS. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), UNO. THE BEARING REQUIREMENTS WITH BEAM MANUFACTURER. INSTALLED. PROVISIONS OF A.C.I. 318"BUILDING CODE REQUIREMENTS FOR REINFORCED MINIMUM NAIL SIZES ARE AS FOLLOWS: DBG ' PROPERTIES CONCRETE". 8D = 0.131" DIA X 2 1/2" LONG 9. TRUSS MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS, LLC 5. WIND CRITERIA (PER ASCE 7-10): 9. SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND 10D = 0.148"DIA X 3" LONG BLOCKING AND/OR SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS, AS A. ULTIMATE DESIGN WIND SPEED (3 SEC. GUST) 120 MPH SUBMITTED BY THE CONTRACTOR OR SUBCONTRACTOR ARE NOT CONSIDERED PART 8. CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS, COLUMNS OR PILASTERS 16D = 0.162" DIA X 3 1/2" LONG B. NOMINAL DESIGN WIND SPEED (3 SEC. GUST) 93 MPH OF THE STRUCTURAL CONTRACT DOCUMENTS. ANY ENGINEERING DESIGN PROVIDED AND THE SLABS THEY SUPPORT AND WALL CONSTRUCTION JOINTS SHALL BE U.N.O. MINIMUM FRAMING NAILING SHALL CONFORM TO IBC TABLE 2304.9.1. SEE REQUIRED TO PROVIDE A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM. C. EXPOSURE B BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER PREPARED BY ROUGHENING TO FULL AMPLITUDE OF APPROXIMATELY 1/4", LEAVING DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION OF NAILS 10. TRUSS SHALL BE DESIGNED FOR A POINT LOAD EQUAL TO A FILLED SPRINKLER 1044 D. RISK CATEGORY II REGISTERED IN THE PROJECT STATE. THE CONTACT SURFACE CLEAN AND FREE OF LATENCY. CONSTRUCTION JOINT OTHER THAN"COMMON" NAILS IS NOT PERMITTED WITHOUT PRIOR APPROVAL. POWER PIPE, PLUS A MINIMUM 2501bs LOAD,APPLIED AT THE POINT OF HANGING PER NEPA. THE , E. INT, PRESSURE COEFF., GCPi ±0.18 LOCATIONS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT DRIVEN NAILS OTHER THAN "COMMON" NAILS MAY BE USED IF PRODUCT DATA IS CONTRACTOR SHALL PROVIDE SPRINKLER SHOPS TO THE TRUSS MANUFACTURE FOR Enayat F. COMPONENT AND CLADDING PRESS. SEE BELOW 10. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME AND ENGINEER FOR REVIEW. SUBMITTED AND APPROVED PRIOR TO USE. Schneider COORDINATION OF HANGER LOCATIONS AND MAINLINES Smith r1� TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY Engineering, THE PROJECT ARCHITECT AND ENGINEER. 9. CONTRACTOR SHALL SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION 9. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1'-0", EXCEPT AT PLYWOOD 1TRUSSES ATTACHED TO A WOOD LEDGER SHALL USE A TOP FLANGE HANGER OR 3141 WALNUin.. U JOINTS NOT DETAILED IN THE STRUCTURAL DRAWINGS. FLOORS WHERE MINIMUM DIMENSION SHALL BE 2'-0", UNLESS ALL EDGES OF THE BEE OT STREET, SEE. 203A TOP CHORD BEARING 35 psf 30psf 35 psf 11. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING. DENVER, COLORADO 80205 - 7 CONDITIONS WHICH ARE NOT KNOWN DURING DESIGN OR ARE AT VARIANCE WITH THE 10, BOND NEW CONCRETE TO EXISTING CONCRETE WITH AN APPROVED BONDING 720.904.1234 www.essdenver.com PROJECT DOCUMENTATION. SUCH CONDITIONS MAY INTERFERE WITH NEW AGENT. AS A MINIMUM, EXISTING CONCRETE SURFACES SHALL BE ROUGHENED BY 10. CONTRACTOR IS TO PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET SHOP DRAWINGS CONSULTANT CONSTRUCTION, REQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK, OR MAY CHIPPING TO A MINIMUM 1/4"AMPLITUDE TO EXPOSE COURSE AGGREGATE. CONDITIONS TO LIMIT MOVEMENTS DUE TO EXPANSION CAUSED BY MOISTURE. If---1 � _ w CONSIST OF DAMAGE OR DETERIORATION OF STRUCTURAL MATERIALS/COMPONENTS PREPARATION AND APPLICATION IS TO BE IN STRICT ACCORDANCE WITH THE ADDITIONALLY, PROVIDE PROPER PANEL SPACING PER THE AMERICAN PLYWOOD 1. CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND SHALL NOT BE COPIED FOR ni `r? O z WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE MANUFACTURER'S RECOMMENDATIONS. ASSOCIATION RECOMMENDATIONS, USE AS ERECTION PLANS OR SHOP DETAILS. M i ! C° Lci O CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ALL DISCOVERIES HE BUILDING 0 BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE 11. CONCRETE TOPPING FOR METAL DECKS SHALL NOT INCLUDE ANY ADDMIXTURES 11. WHERE PRESSURE-TREATED PLYWOOD IS INDICATED ON THE DRAWINGS, IT SHALL 2. USE OF ESS'S ELECTRONIC FILES AS A BASE FOR SHOP DRAWINGS REQUIRES PRIOR M a THE INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING WITH WORK RELATED TO CONTAINING CHLORIDE SALTS, CONFORM WITH A.W.P.A. STANDARD C-9 AND SHALL EXCEED THE A.W.P.B. (AMERICAN APPROVAL BY ESS, SIGNED RELEASE OF LIABILITY BY CONTRACTOR, AND DELETION OF ,, LOADS SHOWN ARE SUCH DISCOVERIES. WOOD PRESERVERS BUREAU) QUALITY MARK. ESS'S NAME AND LOGO FROM ALL SHEETS. - ULTIMATE UNLESS cc 12. ALL LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 110 pcf. 't' NOTED A w a m O z 12. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND 12. SOLID BRIDGING AT MAXIMUM OF 8'-0"ON CENTER SHALL BE REQUIRED WHERE 3. THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS SHALL SUBMIT IN WRITING r'n, SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, JOIST HAVE A FIVE-TO-ONE (5:1) OR GREATER DEPTH-TO-THICKNESS RATIO AND WHERE ANY REQUESTS TO MODIFY THE PLANS OR SPECIFICATIONS. U SEQUENCES, PROCEDURES, NOR SITE SAFETY. ONE(1) EDGE IS NOT HELD IN LINE BY SHEATHING, WALLBOARD, BRACING, ETC. CONCRETE REINFORCING STEEL 4. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE " REQUEST FOR -6'-6"-1 13. THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING AVAILABLE 13. DOUBLE UP STUDS AT CORNERS AND JAMBS OF OPENINGS LARGER THEN 6'-0"AT CHANGE IN WRITING" UNLESS SPECIFIC SUGGESTED CHANGES ARE CLEARLY MARKED FROM FROM INFORMATION REGARDING THE EXISTING CONDITIONS. NO ATTEMPT HAS BEEN MADE 1. CONCRETE REINFORCING STEEL FOR, METAL INSERTS CONFORM WITH ASTM A 615 BEARING WALLS. U.N.O. SEE PLAN FOR BEARING WALL LOCATIONS. AND NOTED. CHANGES BY MEANS OF THE SHOP DRAWING SUBMITTAL PROCESS CORNER CORNER TO VERIFY ANY EXISTING CONDITIONS AGAINST INFORMATION PROVIDED BY OTHERS, DEFORMED GRADE 60 (WELDABLE REINFORCEMENT SHALL BE ASTM A706, GRADE 60) BECOME RESPONSIBILITY OF THE ONE INITIATING SUCH CHANGES. THE CONTRACTOR SHALL COMPARE THE EXISTING DOCUMENTS AND NOTIFY THE UNLESS OTHERWISE NOTED. 14. PROVIDE TWO (2)2x STUDS MINIMUM NAILED TOGETHER UNDER ALL BEARING COMPONENT AND CLADDING WALL PRESSURES ARCHITECT OF ANY DIFFERENCES BEFORE PROCEEDING WITH WORK. POINTS OF ROOF GIRDER TRUSSES, CONCENTRATED LOADS AND BEAM BEARINGS, 5. SHOP DRAWINGS STAMPED BY A LICENSED ENGINEER IN THE STATE WHERE THE NTS 2, ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL UNLESS NOTED OTHERWISE. STUDS SHALL EXTEND FROM TOP OF FOUNDATION TO BUILDING IS TO BE CONSTRUCTED, SHALL BE REQUIRED ON THE FOLLOWING ITEMS: 14. STRUCTURAL DRAWINGS ARE NOT STAND ALONE DOCUMENTS AND ARE INTENDED CONFORM WITH A.W.S. D1.4, BOTTOM OF MEMBERS. CONCRETE MIX DESIGN 6. SEISMIC CRITERIA: TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURE, MECHANICAL, ELECTRICAL, • GLUE LAMINATED MEMBERS A. RISK CATEGORY IE AND DRAWINGS FORM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL 3. PLACE 2'-0" x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND 15.ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. • PRE-ENGINEERED ROOF TRUSSES • B. SEISMIC CATEGORY D REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. REINFORCING STEEL C. IMPORTANCE FACTOR. le 1.0 16. ALL HEADERS NOT NOTED SHALL BE A MINIMUM (2)2x8 WITH (1) 2x6 T& K AT • STRUCTURAL STEEL D. SITE CLASS D 15. ITEMS, IN THE OPINION OF THE CONTRACTOR, THAT APPEAR TO BE DEFICIENCIES, 4. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN OPENINGS <= 6'-0"& (3) 2x10 WITH (2)2x6 T & (1)2x6 K AT OPENINGS <= 8'-0". • GUARDRAILS/HANDRAILS AND THEIR CONNECTIONS CO E. RESPONSE MOD FACTOR (R) 6_5 OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES IN THE PLANS/OR SPECIFICATIONS ACCORDANCE WITH A.C.I. DETAILING MANUAL 315. F. RESPONSE COEFF. (Cs) 0.111 SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. PLANS AND/ 17. PROVIDE 2x4 BLOCKING AROUND ALL OPENINGS IN ROOF. NAIL THE PANELS TO 6. SHOP DRAWINGS WILL NOT BE ACCEPTED BY THE ENGINEER WITHOUT FIRST BEING i G. MAPPED SPECTRAL RESPONSE ACCEL., Ss 0.975 OR SPECIFICATIONS WILL BE CORRECTED OR WRITTEN INTERPRETATIONS OF THE 5.ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. BLOCKING WITH 10d NAILS AT 4"O.C. PROVIDE 2x8 BLOCKING AROUND ALL OPENINGS IN REVIEWED AND COMMENTED ON BY THE CONTRACTOR. H. MAPPED SPECTRAL RESPONSE ACCEL., S1 0.423 ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY FLOORS NAIL WITH 10d NAIL AT 4"O.C. AROUND THE OPENING. PROVIDE SOLID Z (I) I. DESIGN SPECTRAL RESPONSE ACCEL., Sds 0.721 THE STRUCTURAL ENGINEER. WORK SHALL NOT PROCEED IN THESE AREAS BEFORE A 6, REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER BLOCKING UNDER ALL COLUMNS FOR POST FROM TOP OF FOUNDATION OR BEAM 7. CONNECTIONS OF DEFERRED SUBMITTAL ITEMS TO THE PRIMARY STRUCTURE SHALL I- J. DESIGN SPECTRAL RESPONSE ACCEL., Sdl 0.444 RESPONSE IN RECEIVED FROM THE STUCTURAL ENGINEER. TRADES, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. BEARING TO THE TOP OF COLUMN OR POST. BE BY THE DEFERRED SUBMITTAL SUPPLIER. THE DEFERRED SUBMITTAL SUPPLIER W z K. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE ANALYSIS SHALL PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING M 7. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE: 18. ALL SHEATHING SHALL BE A.P.A. CERTIFIED SHEATHING GRADE, UNLESS NOTED WHICH EXCEEDS THE CAPACITY OF THE ELEMENT BEING ATTACHED. w L. SEISMIC FORCE-RESISTING SYSTEM(S) = BEARING WALL SYSTEMS 16. THE CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER, CLEARLY AND w/LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS. EXPLICITLY IN WRITING OF ANY DEVIATION OR SUBSTITUTION FOR REQUIREMENTS OF • 3"TO BOTTOM OF FOOTING/GRADE BEAMS OTHERWISE. M. BASE SHEAR (ULTIMATE) THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT BE RELIEVED OF ANY • 2"TO EARTH FACE OF WALL 8.ALL DEFERRED SUBMITTALS SHALL BE ATTACHED TO THE PRIMARY STRUCTURE • a. BLD 1 = 181K REQUIREMENTS OF THE CONTRACT DOCUMENTS BY VIRTUE OF THE STRUCTURAL 1 1/2"TO INSIDE FACE OF WALL 19. PROVIDE ONE 114"x3"x3" MINIMUM GALVANIZED PLATE WASHER (CONFORMING TO WITH A PINNED CONNECTION. MOMENT CONNECTIONS TO THE PRIMARY STRUCTURE b. BLD 2 = 152K ENGINEER'S REVIEW OF SHOP DRAWINGS, PROJECT DATA, ETC., UNLESS THE • 1 1/2" MAIN BEAMS AND COLUMNS THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND ARE NOT PERMITTED UNLESS NOTED ON THE DRAWINGS OR APPROVED BY THECe Of • c. BLD 3= 36K CONTRACTOR HAS CLEARLY AND EXPLICITLY INFORMED THE STRUCTURAL ENGINEER 1"TO TOP AND BOTTOM CONCRETE SLAB SURFACES CENTER OF SLABS-ON-GRADE. AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND ENGINEER IN WRITING PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS OR Q d. BLD 4= 188K IN WRITING OF THE DEVIATIONS OR SUBSTATIONS AT THE TIME OF THE SUBMISSION. TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL CALCULATIONS. 0_ e. BLD 5= 181K 8.ALL REINFORCING LAP SPLICES SHALL BE IN CONFORMANCE WITH A.C.I. 318 SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, STAGGER PLATE 0 Q f. BLD 6 = 218K 17. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, NOTES,AND "BUILDING CODE REQUIREMENTS FOR REINFORCING CONCRETE", CLASS B, UNLESS WASHERS. 9. LOADING AND LOCATION FOR THE ATTACHMENT OF DEFERRED SUBMITTAL ITEMS SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON NOTED OTHERWISE, SEE LAP SPLICE SCHEDULE ON DRAWINGS. STAGGER LAPS PER ARE NOTED ON THE DRAWINGS AND ARE NOT TO BE RE-LOCATED OR INCREASED i < CO 7.ALL LOADS INDICATED ON THE PLANS ARE ALLOWABLE STRESS DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS ACI 20. ALL FLOOR DECKING SHALL BE GLUED AND NAILED TO JOISTS. ALL FLOOR DECKING WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 0 LOADS U.N.O. NOTED ON TYPICAL APPLY TO SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHALL BE TONGUE AND GROOVE WITH GLUED JOINTS. [: W SHOW, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE 9. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT, 10. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST TENSION LOADS. PROJECT. UNLESS INDICATED AEED ON NR THE F RONORp. TRACT DOCUMENTS OR APPROVED BY THE 21. ALL METAL HANGERS AND CONNECTORS SHALL BE MANUFACTURED BY SIMPSON POWDER ACTUATED FASTENERS SHALL NOT BE USED RESIST GRAVITY LOADS THAT n LL-- co F- OR APPROVED EQUAL)AND SHALL BE THE SIZE AND TYPE INDICATED ON THE INCLUDE BRICK/CMU VENEER. 18.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN BE OF THE SAME TYPE AND DRAWINGS. Y N 0 CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE 10. START FIRST REBAR 3" IN FROM THE EDGE, WHERE SLAB REBAR IS CALLED OUT AS PROJECT ARCHITECT AND ENGINEER. "ON CENTER (O.C.)" SPACING. 22. ALL FASTENERS (NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH W z Z PRESSURE TREATED OR FRT LUMBER SHALL BE CORROSION RESISTANT IN ••r•� ..__I 19. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE INSTALLED 11. ALL WELDED WIRE FABRIC SHALL MAINTAIN A MINIMUM LAP SPLICE OF 6" ACCORDANCE WITH I.B.C. 2304.9.5. U = O Q IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ABBREVIATIONS LIST 0 Ct 23. ALL CONNECTORS USED WITH PRESSURE TREATED MATERIAL OR EXPOSED TO w 20. THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING WEATHER SHALL BE STAINLESS STEEL OR HAVE A SIMPSON Z-MAX/HDG COATING OR ABBR DESCRIPTION ABBR DESCRIPTIONL1.1 co OFFICIAL WHEN THE PERMIT IS OBTAINED WEATHER ANY LETTERS OF CONSTRUCTION EQUAL. O Q Z ABV ABOVE LOC LOCATE/LOCATION w COMPLIANCE WILL BE REQUESTED FORM THE STRUCTURAL ENGINEER, IF SO, THE 1.... CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE THE START OF POST INSTALLED ANCHORS 24. ENGINEERED WOOD BEAMS SHALL BE AS MANUFACTURED BY i LEVEL(OR ALT ALTERNATE/ALTERNATING LVL LAMINATED VENEER LUMBERimim tD 0 CONSTRUCTION. APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: ARCH ARCHITECT/ARCHITECTURAL LW LONG WAY 1. EXPANSION ANCHORS SHALL BE I.C.C.-APPROVED (ZINC PLATED IN ACCORDANCE B BOTTOM LWC LIGHT-WEIGHT CONCRETE WITH ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153, A.I.S.I. E Fb Ft Fc,perp Fc,parll Fv BLKG BLOCKING MANUF MANUFACTURER TITLE 304 STAINLESS STEEL)AND CONFORM WITH FS-S-325, GROUP II, TYPE 4, CLASS 1. LSL(<9.5") 1,300ksi 1,700psi 1,075psi 680psi 1,400psi 400psi LSL(9.5"+) 1,550ksi 2,325psi 1,070psi 800psi 2,050psi 3l0psi BOS BOTTOM OF STEEL MAX MAXIMUM FOUNDATIONS: 2. ADHESIVE ANCHORS SHALL BE I.C.C.-APPROVED AND SHALL CONSIST OF ALL-THREAD LVL 1,900ksi 2,600psi 1,555psi 750psi 2,510psi 285psi BOT BOTTOM MIN MINIMUM # DATE DESCRIPTION ANCHOR ROD, NUT WASHER AND ADHESIVE CAPSULE. ANCHOR RODS SHALL COMPLY PSL 2,000ksi 2,900psi 2,025psi 750psi 2,900psi 290psi BRK BRICK NS NEAR SIDE 1. FOUNDATIONS DESIGNS ARE BASED ON OWNER ACCEPTED RECOMMENDATIONS GIVEN WITH ASTM A307. (NOT USED AT P.T. SLAB.) 25. GLUE LAMINATED BEAMS SHALL BE AS MANUFACTURED BY BOISE CASCADE (OR CL CENTERLINE OC ON CENTER BY THE SOILS ENGINEER OF RECORD RHINO ONE GEOTECHNICAL IN SOLS REPORT APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: COL COLUMN OSB ORIENTED STRAND BOARD #DBG-2016-003 AND DATED DECEMBER 16, 2016. 3. HEAVY DUTY SCREW ANCHORS SHALL BE STAINLESS STEEL: SIMPSON TITEN HD OR CONC CONCRETE PL PLATE APPROVED EQUAL. E Fb,top Fc,perp Fc,parll Fv CONST CONSTRUCTION PWD PLYWOOD 2. FOOTING FOUNDATIONS DESIGNS ARE BASED ON THE FOLLOWING: GLB 24F V4 1,800ksi psi Fb,botsi Fc, p r 1, ,parll 240psi MAXIMUM BEARING PRESSURE = 2,000psf CONT CONTINUOUS REINF REINFORCEMENT/ MINIMUM EXTERIOR FOOTING DEPTH = 1'-6" GLB 24F V8 1,800ksi 2,400psi 2,400psi 650psi 1,650psi 240psi CU CONCRETE UNDERLAYMENT REINFORCING MINIMUM INTERIOR FOOTING DEPTH = 1'-0" 26. ALL RIM JOISTS SHALL BE AS NOTED ON PLANS AND DETAILS. RIM MATERIAL SHALL D DEEP/DEPTH RT ROOF TRUSS BE ICC APPROVED FOR RIM JOIST APPLICATIONS DF DOUGLAS FIR SBW STEP BOTTOM OF WALL 3. RETAINING WALL DESIGNS ARE BASED ON THE FOLLOWING: ACTIVE PRESSURE (UNRESTRAINED): 35 60 PCF (DEPENDING ON SLOPE OF WALL ABOVE) DIA DIAMETER SCHED SCHEDULE 27. ANCHOR BOLTS SHALL CONFORM WI ASTM A307 OR F1554. BOLTS IN CONTACT W/ ACTIVE PRESSURE (RESTRAINED): 60 PCF PRESSURE TREATED MATERIAL SHALL BE GALVANIZED IN ACCORDANCE W/ASTM A153, DIAPH DIAPHRAGM SIM SIMILAR PASSIVE PRESSURE: 200 PSF CLASS C. DWG DRAWING(S) STP STEP TOP PLATE REVISIONS COEFFICENT OF FRICTION: 0.35 EF EXTERIOR FACE STRUCT STRUCTURE/STRUCTURAL 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING/GRADE EL ELEVATION STW STEP TOP OF WALL BEAM EXCAVATION TO NEAT LINES. ELEV ELEVATION SW SHORT WAY SB,JD TDS EMBD EMBEDMENT T TOP 5.ALL OVER EXCAVATION AND FILL SHALL BE PLACED AS DIRECTED BY THE SOIL'S EOS EDGE OF SLAB T&B TOP AND BOTTOM DRAWN BY CHECK BY ENGINEER. EVTR ELEVATOR T&G TONGUE&GROOVE PERMIT SET 6. ALL FOUNDATIONS AND SLABS SHALL BE PLACED ON UNDISTURBED OR COMPACTED EW EACH WAY TO TOP OF STATUS CONTROL FILL AS PER THE SOILS REPORT. FOC FACE OF CONCRETE TOC TOP OF CONCRETE FS FAR SIDE TOF TOP OF FOOTING 03.29.2018 7.ALL FORMS AND ORGANIC DEBRIS SHALL BE REMOVED PRIOR TO BACKFILLING. FTG FOOTING TOGB TOP OF GRADE BEAM DATE 8. CONTRACTOR SHALL BRING THE BACKFILL UP EQUALLY ON BOTH SIDES OF THE GT GIRDER TRUSS TOP TOP OF PILE/TOP OF PIER 17154 HF HEMLOCK FIR TOPC TOP OF PIER CAP PROJECT NUMBER FOUNDATION WALLS SO AS NOT TO CREATE AN UNBALANCED LOADING. HT HIP TRUSS TOS TOP OF STEEL/TOP OF SLAB 9. DO NOT PLACE BACK-FILL AGAINST FOUNDATION WALLS UNTIL FLOOR SLABS AT THE TOP IF INTERIOR FACE TYP TYPICAL AND BOTTOM ARE IN PLACE OR ADEQUATE BRACING IS INSTALLED AND CONCRETE IS L LONG/LENGTH UNO UNLESS NOTED OTHERWISE CURED. W WIDE/WIDTH WWF WELDED WIRE FABRIC SORO 1 ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. SPECIAL INSPECTIONS PROGRAM-APARTMENTS ESTABLISHED PER THE SPECIFIED BUILDING CODE AND LOCAL AMENDMENTS Otak TYPE OF WORK PERIODIC (4A) CONTINOUS (4B) COMMENTS 1) SOILS: GRADING, EXCAVATION,AND FILL X IBC TABLE 1704.7 Otak Architects, Inc. 2)CONCRETE: 808 SW Third Avenue, Suite 300 PLACEMENT OF REINFORCING STEEL X IBC TABLE 1704.7 I Portland, OR 97204 BOLTS CAST IN CONCRETE X IBC TABLE 1704.7 main 503.287.6825 !PLACING OF REINFORCED CONCRETE X IBC TABLE 1704.7 www.otak.com TAKING OF TEST SPECIMENS X IBC TABLE 1704.7 • — • . 4) STRUCTURAL STEEL: 1 PROT �' �" ,f SINGLE-PASS FILLET WELDS <5/16" X IBC TABLE 1704.3 �- BRACING AND STIFFENING DETAILS X IBC TABLE 1704.3 MEMBER LOCATIONS X IBC TABLE 1704.3 "" JOINT DETAILS AT CONNECTION X !IBC TABLE 1704.3 r tr4 ■ 5) HIGH STRENGTH BOLTING: 'v4# BEARING CONNECTIONS X IBC TABLE 1704.3 _ !EXPIRES: 12/31/ II, 6)WOOD FRAMING: — INTERIOR AND EXTERIOR SHEARWALL NAILS X IBC TABLE 1707.3 3-29-2018 VERIFICATION OF HOLDOWNS AND STRAPS X IBC TABLE 1707.3 STAMP ROOF AND FLOOR DIAPHRAGM NAILING X IBC TABLE 1707.3 1 FRAMING CONNECTIONS X IBC TABLE 1707.3 17)SPECIAL CASES: COUPLING OF REINFORCING STEEL X PER ICC EVALUATION REPORT DBG PROPERTIES !ADHESIVE ANCHOR INSTALLATION X PER ICC EVALUATION REPORT LLC !EXPANSION BOLT INSTALLATION X PER ICC EVALUATION REPORT PROGRAM FOOTNOTES: Enayat Schneider Smith 7/A 1. THE SPECIAL INSPECTOR SHALL BE A THIRD PARTY INSPECTOR APPROVED BY THE ENGINEER OF RECORD, THE nc9'"Be""9, INSPECTOR SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL& ENGINEER OF 3141 WALNUT STREET, STE. 203A RECORD, FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION THAT REQUIRES A DENVER, COLORADO 80205 SPECIAL INSPECTOR. 720.904.1234 www.essdenver.corn 2. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: CONSULTANT A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE BUILDING OFFICIAL& OWNER. C. FOR EACH INSPECTION, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, OWNER, ENGINEER, CONTRACTOR, AND OTHER DESIGNATED PARTIES IN A TIMELY MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. D. THE SPECIAL INSPECTOR SHALL FURNISH A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER SAID WORK WAS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE PROJECT STATE. 3. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE THAT THE WORK TO BE INSPECTED IS READY FOR SUCH INSPECTION. B. ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION REMAINS ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR, AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. LU z 4. DEFINITIONS: w A. "CONTINUOUS INSPECTION" MEANS THAT THE INSPECTOR IS ON SITE AT ALL TIMES, OBSERVINGH 2 THE WORK REQUIRING SPECIAL INSPECTION. B. "PERIODIC INSPECTION" MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS SUFFICIENT TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. a. 5. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF INTERNATIONAL BUILDING CODE & LOCAL AMENDMENTS. aCt ❑ w w Impel ~ N 0 w Z0 = O w cs w Q0 w F. 0 TITLE # DATE DESCRIPTION REVISIONS SB,JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER SO . 02 02 ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. • 16'-a" h-c in-1 Otak I- 7�----- BRIDGE ABUTMENT, SEE 3/S8.04 i� 66,, L- Otak Architects, Inc. w 808 SW Third Avenue, Suite 300 -\\ Portland, OR 97204 1 .1 1 .2� 1 .3 1 .4 4) 1 .6 1 .711 .8 (EI9 1 . 1 L 1 . 11 1 , 1 main503.28.6825 208' 6112" I y 33'-41/4" 23'-5" 14'-31/2" 19'-7" 3'-95/8" 19'-73/8" 3'- 10" 19'-7" 14'-31/4" 123'-51/4" 33'-41/4" t10,D PRO r "', >� #0 1 N teejaft,40,,. . I 23'- 1 1/2" 10'-0" 23/4" 13'-2 1/4" 3•• ••C 10'-0" 2 314" 13'-2 1/4" 1'-11/" 19' -4 1/4" 2 3/4" 113'-2 1/4" 10'-0" 23/4," 13'-2 1/4" 1 10'-0" 2 13'-2 1/2" 10'-2 3/4" 10'-2 3/4" 23'- 1 1/2" vs 'J ; + s �� 3r.+R ie. � t .rw4, ' 140 - I 1 I I I 1 I ' 1 I 1 - E - I ! 1 I IT I- i I ' - . 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I r I_.... 1:1 W SEE 6157-2.01 \ 58.03% w --_ - 4.1, ' 1 1 ; ` 1 1 E : I ' S8.03 I i T.O. ._ 3 S8.41 11 ------1 , T.O.F.=-5'-3" F _ i J _ N \ .O.F.=-0'-8" U.N.O. @ INTERIOR - W Z AC ~ \ 5"SLAB-ON GRADE Wli'3 @ T.O.F.= 8' 8" I T.O.F.= -5' 3" I0 Q � 18" E.V'!.,TCI OS 'TYPICAL FOR EPDXY#3 DOWELS x3'- ''@ W (f) Z I PATIOS - 18"O.C. W/4" EPDXY E IBED I TYP.AT PATIOS O 1 j N- 0 p I LL- 23'- 1 1/2" 10'-2 314" 10'-2 3/4" 13'-2 1/4'" 2 315'-3 112" 8'-9 1/4" 2 3/4" 10'-0" 13'- 1 71$" 2 314" 10'-0 318" 13'-2 114" 2 314" 19' 4 114" 1'- 1 114" 13'-2" s" 10'-0" 13'-2 114" 2 �/4" 10'-0" 23'- 1 112" ~ ~ - _ - .. ,. 1 _ _ _1_ HI- H �. Ht- f--� TITLE # DATE DESCRIPTION � �1 \ FOUNDATION PLAN - BUILDING 1 \s1-2.01 118" = 1'-0" FOUNDATION PLAN NOTES 1. SEE SHEET S0.01 FOR GENERAL NOTES 2. SEE SHEET S8.01 FOR TYPICAL FOUNDATION DETAILS NOT SHOWN ON PLAN FOUNDATION PLAN SYMBOLS LEGEND 3. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS APARTMENTS FOOTING SCHEDULE 4. ALL ELEVATIONS ARE BASED ON A DATUM OF 0'-0" = SEE REVISIONS ARCH. 0 INDICATES THICKENED SLAB/FOOTING/PIER, PER I SYM SIZE REINF. COMMENTS 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS SCHEDULE. APARTMENTS COLUMN SCHEDULE Fl 1'-6"x0'-10"x CONT. (3)#4 CONT. WITH ARCHITECTURAL PLANS PRIOR TO START OF SYM SIZE COMMENTS F2 3'-0"x3'-0"x0'-10" (4)#4 EACH WAY, BOT. CONSTRUCTION INDICATES COLUMN PER COLUMN SCHEDULE. SB TDS Cl (2)2x6 F3 3'-6"x3'-6"x0'-10" (4)#4 EACH WAY, BOT.BOT. 6. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS DRAWN BY CHECK BY F4 4'-0"x4'-0"x0'-10° (5)#4 EACH WAY, NOT NOTED ON PLANS HD INDICATES HOLD DOWN LOCATION PER SHEAR WALL C2 (3)2x6 C3 (4)2x6 1 F5 2'-0"x2'-0"x0'-10" (3)#4 EACH WAY, BOT. 7. REFER TO LANDSCAPE AND ARCHITECTURAL PLANS FOR PLANS AND ELEVATIONS. PERMIT SET F6 2' 0"x5'-0"x0'-10" (4)#4 EACH WAY, BOT. LOCATIONS OF ALL EXTERIOR LANDSCAPING, PLANTERS, STATUS C4 6x6 DIVIDING WALLS AND WALLS AROUND BALCONIES C5 6x8 F7 6'-0"x6'-0"x2'-0" (7)#4 TOP&BOT. W/(7)#4 TIES SEE DETAIL 6/S8.41 INDICATES STEP IN TOP OF SLAB 03,29.2018 F8 4'-6"x4'-6"x2'-0" (5) #4 TOP& BOT. W/(5)#4 TIES SEE DETAIL 6/S8.41 8. REFER TO CIVIL DRAWINGS FOR ALL FINAL GRADE • C7 (2)2x4 ELEVATIONS DATE C8 (3)2x4 F9 4'-0"x4'-0"x2'-0" (5)#4 TOP&BOT. (5)#4 TIES SEE DETAIL 6/S8.41 I 9. VERIFY ALL BOTTOM OF EXTERIOR FOOTING ELEVATIONS /./ /� 17154 I C9 4x4 F10 8'-0"x8'-0"x2'-0" (9)#4 TOP&BOT. W/(9)#4 TIES SEE DETAIL 6158.41 PROVIDE A MINIMUM 1'-6" FROST DEPTH. "'�' INDICATES START OF SLOPE IN TOP OF SLAB I C10 (4)2x4 F11 1'-8"x1'-4"x CONT. (3)#5 TOP & BOT. W/#4 TIES @ 12"O.C. SEE DETAIL 10/S8.41 10. MAINTAIN ALL EXTERIOR GRADE A MINIMUM OF 8"BELOW PROJECT NUMBER F12 7'-0"x7'-0"x2'-0" (8)#4 TOP&BOT. W/(8)#4 TIES SEE DETAIL 9/S8.41 TOP OF CONCRETE AT WOOD FRAMED AREAS F13 14'-0"x7'-0"x2'-0" (8)#4 LONGITUDINAL TOP& BOT. W/(16)#4 TIES SEE DETAIL 9/S8.41 11. FOOTINGS SHALL BE CENTERED UNDER WALLS OR '-1 INDICATES STEP IN FOOTING. SEE DETAIL 6/58.02 F14 3'-6"x1'-0"x CONT. #5 @ 12"O.C. EA. WAYI COLUMNS, UNO S 1 ■I■i F15 5'-9"x1'-2"x CONT. #5 @ 12"O.C. EA. WAY 1 12. PROVIDE SLAB CONTROL JOINTS AT 10'-0"Q.C. MAXIMUM 2 ■ 0 I EACH DIRECTION. SEE 7158.01 13. ALL LOAD BEARING WALLS SHEALL BE ATTACHED TO THE ©2018 OTAK,INC. SLAB WITH 3/4" DIA. x 8"ANCHOR BOLTS AT 48"O.C. U.N.O. ON SHEAR WALL SCHEDULE. If this drawing is not 24"x 36"it has been reduced/enlarged. Scale accordingly. (1111 1 1 .3 1 .4 1 .5 1 .6 1 .7 11 .8 1 .9 1 .1 1 , 11, 1 112" GYPCRETE CANTILEVER / UNDERLAYMENT OVER 3/4" . Otak T&G FLOOR SHEATHING BEAM TO EDGE LB28 TO LEDGER, GLUED AND NAILED OVER _ 0 °..Ai;VA L DOUBLE JOIST W/(2) OF BUMPOUT, SEE 51S8.31,TYP. `'CZ POST CAP, TYP. © / MIN. 3 114"ACTUAL 114"0x6" SDS SCREWS INTO TYP. �' THICKNESS DF _ I 1 EA. STUD AT STUD WALLS, I I j I HUC28-2TF TO 6 I r I HUC0610 SDS, TYP. j S8.22 COMMERCIAL GRADE T&G I Otak Architects, inc. LEDGER, SEE 10 �'P HUC68 W/MAX. 5 51S8.31,TYP. 58.37 i T 10 HUCQ612 SDS, TYP. DECKING (SIMPLE SPAN) 808 SW Third Avenue, Suite 300 VW NAILING, TYP. 411111118.23 Portland, OR 97204 © C4 S8.21 ® main 503.28T6825 II DROPPED • C4 �` --DROPPED - - DROPPED ,. DROPPED=�== 40 DROPPED S8.23 OPPED CS r, t k H4- ... H7 - ! B91 - iYG 69 H1 ..__ B8 ® C1 B9 B9 H6 ® = `I H7 H4-__ www.a a .com . \ , , IL 1 CI gi , .._. „7 - '_ n Ak _.. i. IIII � `' nm�.....,. TYP iJ 4@ 1 4 8 CI r rri' T ' I I I I ', „ _ ; !: rH7 s- 1 .� . . H7 I 4 H7 ` • H7 i # Cl l l 1 SIM. j TYP. (� ' ;lE:I12POSTC1 1 I AIM ‘ c! r • •,TYP. ti .9L _i S8.21 Ud U Ua • c" � s 0 ::, 3 -a o b El D G. et N �• e- t N .N = ` N r t� s N N r • O _ N i -N N N -� ' - -� ► < 70� I ,�� I -� I__ �� 1 7 @ @ --`ON C5 !EXPIRES: 12/31/ ICI W1 _' U i� 8.22 - irk - : . �► _. .._._ Low I - c9 ;I 1 3-29-2018 • �I II 21 011 ; ! i 00 I' r�I -HGUS5.5011 P. T_ - -- ! STAMP INTERMEDIATE _ _- N C1 :� I s J. .� I 1 i. % C10> U TYP. 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GLUED AND NAILED OVER N _N-� B2 ; - - - -9,- i TYP i i MIN, 3 1/4"ACTUAL - -) - m HGUS5.5O/12 TYP. I , I tincNitVTHICKNESS DF C1III RC1 ._ i�7 I C1 UM 1 �f{� ; 117Ci1HT C1 COMMERCIAL GRADE T&G J1 @ 2'-0 \ ,..,,.r. -/� I„ I - I J v 7 DECKING (SIMPLE SPAN) 1 r �` ` - - - u,.a l - '' . ..,,: „,:_ 1` - v m I H7 II L r : H4 J4 @ 1'_4" I ! I J4 1' 4„ 1 I _ I J4 •+ 1'-4" VP � _ .11-1- .:. 7 _- J4 @ 1'-4" J4 @ 1'-4 Itin - ___ .1 gil - S$.21 w- J4 @ 1'-4" • 1 J4 @ 1'-4" LEIi: .4. 1 Io„- _ I1 - I -I I 1 Voir li •- i 1 1_1- m I I r - i� ` 0 m - IIU S ,1 _ -.. _ , Ei in I wa . 1 ----7- - i 1 ® ® C5 �. 64 C1 H5 j B9 !;1 B9 C1 H1 j C5 El _ -III B9 -® B9 rr�, z � DROPPED Li- DROPPED DROPPED J 5 DROPPED44) DROPPED-.I DROPPED l C1 © _ v © ❑ - N - S8.31 - 10 HUC68 W/MAX. HUCQ612-SDS,TYP. I I 6 I I PCZ POST CAP. TYP. HUC28-2TF TO LEDGER. SEE LB28 TO LEDGER,SEEI HUCQ610 SDS. TYP. • 10 - VP ` S8.22 NAILING, TYP. © 5 CS16x28" FROM TOP PLATE © S8.31 DOUBLE JOIST WI(2) 51S8.31, TYP. 5/S8.31 1 lupTO BEAM, BOTH ENDS OF S8.22 1/4"0x6" SDS SCREWS CANTILEVER HUC0612-SDS,TYP.- PCZ POST CAP, TYP. co BEAM INTO EA. STUD AT BEAM TO EDGE CO TYP. STUD WALLS, TYP. OF BUMPOUT, E HUCQ610 SDS, TYP, TYP 1 SECOND FLOOR FRAMING PLAN - BUILDING 1 W Q ' S1-2.02; 1/8" = 1'-0" M Cl_ 111' 0 Ce z_ Q Om Q APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q SYM SIZE POST COMMENTS 1 1 SYM SIZE 1 COMMENTS SYM , SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO LL B1 (3)1 3/4x7 1/4 LVL j � C1 (2)2x6 J1 11 7/8"TJI 110 PLAN AS'DROPPED'. O B2 (4)1 314x11 7/8 LVL C2 Bx INDICATES BEAM PER BEAM SCHEDULE. 1 1 (3)2x6 J2 11 718"TJI 210 I 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. Cl LU CO 1B3 (1)1 314x11 7/8 LVL I C3 (4)2x6 J3 2x12 DF#2 I Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. Y C\1 0 'B4 (3)1 314x11 7/8 LVL I C4 6x6 J4 2x8 PT DF#2 3. ' INDICATES BEAMS THAT SUPPORT MORE THAN TWO Z d7 i GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS,OR ONE FLOOR AND ROOF,AND REQUIRE FIRE LLJ 136 2x12 DF#2 C5 6x$ J5 9 112"TJI 110 MANUFACTURER. (3)1 314"x11 114"LVL C7 (2)2x4 J6 2x8 DF#2 j PROTECTION PER ARCH. �■ (Y ❑ B7B85 112"x11 114"EXTERIOR GRADE GLULAM I j C8 (3)2x4 INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP U i 0 B9 5 1/2"x9 1/4"EXTERIOR GRADE GLULAM ' C9 4x4 PLATES OF WALL UNO. SEE SHEET 1/S8.21. Q 0 CWx> INDICATES WALL STUD FRAME PER WALL SCHEDULE. 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED B10 (2)1 3/4x11 7/8 LVL C10 !(4)2x4 coUJ [� ON PLAN. 811 (4)1 314x9 1/2 LVL 6. A MINIMUM OF(2)2X STUDS SHALL BE USED BENEATH EACH = 0 Q U 1B12 (2)2x12 DF#2 (` 0 LLI Y/////////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS,TYP. t0 1B13 (2)2x8 DF#2 DROPPED 1 B14 (3)1 314x9 LVL 7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT l CONTINUE BELOW THIS LEVEL. 615 (3)2x12 DF#2 I INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND * FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. ALL FASTENERS(NAILS, SCREWS,ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE SYM SIZE TRIMMER I KING COMMENTS I MARK 1 DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION I( W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16" O.C. 2x6 OF#2 @ 16" O.C. 2x6 DF#2 @ 16" 0.G. '2x6 OF#2 @ 16" O.C. RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS I H 1 (2)2x8 DF#2 (1)2x6 1}2x6 1H2 (2)1 3/4x7 1/4 LVL (1)2x6 (1)2x6 W2 INTERIOR LOAD BEARING 6"STUD WALL 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. '2x6 DF#2 @ 16" O.C. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR 1H3 (2)2x10 DF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4"STUD WALL :2x4 OF#2 @ 12"O.C. 2x4 DF#2 @ 16" 0.C. 2x4 DF#2 © 16"O.C. 2x4 DF#2 @ 16" 0.C. FIRE RETARDANT TREATED MATERIAL SMALL BE STAINLESS STEEL OR HAVE A SIMPSON Z MAXI HOG COATING OR EQUAL 1H4 (2)2x6 OF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16"O.C. 2x6 OF#2 @ 16" 0.C. 2x6 DF#2 @ 16"0.C. 2x6 DF#2 @ 16" O.C. ; SB TDS 14. PROVIDE 314"MAX. CEMENTITIOUS FLOOR UNDERLAYMENT I H5 (2)2x8 OF#2 (2)2x6 (1)2x6 I WALL I I AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 I H7 (2)2x6 DF#2 (2)2x6 (1)2x6 + 15. SEE SHEET S0.01 FOR GENERAL NOTES. PERMIT SET 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 1/2"LSL, UNO. S 1 m2 02 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ ■ 48/24 SPAN RATING&UNBLOCKED EDGES. GLUED& NAIL WI 10d @ 6"O.C. EDGES, 12"O.C. FIELD. 0 2018 OTAK, INC if this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. I i i El .1 , (*l_.2 1 .3 1 .4 1 .5 11 .6 1 .711 .8 E._1 .9 1 .1 1 .1� 1 1!2"GYPCRETE 1 .1 CANTILEVER UNDERLAYMENT OVER 3/4" .:2,...04 ,..,,,,,,,,,,,,,_,-_-'''''''--'-'''17 -7' ;‘,J.4 L,,. BEAM TO EDGE LB28 TO LEDGER, T&G FLOOR SHEATHING J OF BUMPOUT, SEE 5/S8.31,TYP. GLUED AND NAILED OVER PCZ POST CAP,TYP. Ark MIN, 3 1/4"ACTUAL DOUBLE JOIST W/(2) �'P THICKNESS DF Otak Architects Inc. EA.fx6"STU SDS SCREWS INTO 58.22 COMMERCIAL GRADE T&G 808 SW Third Avenue,Suite 300 EA. STUD AT STUD WALLS, I I HUC28-2TF TO 6 HUCQ610-SDS,TYP. 1 , 10 TYP- J 10 -HUCQ612-SDS,TYP. 58.31 HUC68 Wl MAX. LEDGER, SEE S8.31 = PECKING(SIMPLE SPAN) 5/S8.31,TYP. Portland, OR 97204 S8.21 -� NAILING,TYP. ® A� 58.21 main 503.287.6825 _ DROPPED_ • DROPPED DROPPED _ •ROPPED I 1 .1 1 .G��^^yy QQ n �, 1 .� 11 .6 1 .7 11 .8 1 ,9 Otak ,, (--.., � . � 1112"GYPCRETE i , UNDERLAYMENT OVER 3/4" CANTILEVER T&G FLOOR SHEATHING . BEAM TO EDGE LB28 TO LEDGER, -, GLUED AND NAILED OVER OF BUMPOUT, SEE 5/S8.31,TYP. rcz POST CAP,TYP. i' MIN. 31/4"ACTUAL DOUBLED JOIST W/(2) 0► Otak Architects, Inc. I I 1/4"0x6"SDS SCREWS INTO I I TYP. ( HUC28-2TF TO I ( ( f f ( THICKNESS DF EA.STUD AT STUD WALLS, COMMERCIAL GRADE T&G I -HUCQ610-SDS,TYP. S8.22 10 TYP 1 LEDGER,SEE 6 808 SW Third Avenue Suite 300 DECKING(SIMPLE SPAN) HUC68 W/MAX. ` ':.31 5/S8.31,TYP. S8.31 10 HUCQ612-SDS,TY Portland, n 503.287.6825O _ S8.21 NAILING,TYP. 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H I 1 J4 @ 1'-4" JJ4@14" '8.21 _-,...-._. 8,-- i _._, 1 N8.21 �_ I I J4 @ 1'-4" 113 '', I1 ,- - I 1 1 - -I-- fit -/ \ J4 @ 11.4" . , `- , 1 v 0 _ _7-Th, 1 ,L ', -L_ mjjji. u .1 -- ffii----::1 , w ® H4 H4is �$ I ® (W1) ® 69 dajme, B9 • D1 68 ® ® B9 H41I - {\ I, 9r- -DROPPED--DROPPED DROPPED DROPPED DROPPED DROPPED DROPPEDCO 6 ® 58.31 _ J 10 HUC68 W/MAX. I I I I 6 I I AI PCZ POST CAP,TYP. HUC28-2TF TO LEDGER, SEE _LB28 TO LEDGER, SEE I -HUCQ610 SDS,TYP. 10 I S8.22 NAILING,TYP. © 5/58.31,TYP. 51S8.31 S8 21 Cl) S$.21 S8.31 DOUBLE JOIST W/(2) V S8.22I 1/4"0x6"SDS SCREWS CANTILEVER m HUCQ612-SDS,TYP.- PCZ POST CAP, TYP. BEAM TO EDGE INTO EA. STUD AT OF BUMPOUT, .� TYP. HUCQ610-SDS,TYP. STUD WALLS,TYP. TYP, z 1 FOURTH FLOOR FRAMING PLAN - BUILDING 1 W J 1-2.04 1/811 - 1_011 CL ilium" 0 CZ Cim APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES < a LL SYM SIZE POST COMMENTS ( SYM SIZE COMMENTS I SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1, INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO 61 (3)1 3/4x7 1/4 LVL Cl (2)2x6 J1 11 7/8"TJI 110 PLAN AS'DROPPED'. Bx INDICATES BEAM PER BEAM SCHEDULE. Cl Cf) O B2 (4)1 3/4x11 7/8 LVL C2 (3)2x6 J2 11 7/8"TJI 210 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. W B3 (1)1 3/4x11 7/8 LVL I C3 (4)2x6 J3 2x12 DF#2 I Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. mmin N B4 k3)1 3/4x11 7/8 LVL C4 I6x6 C J4 2x8 PT DF#2 ( 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO N Imo- J GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS ILI Z 0) LL FLOORS,OR ONE FLOOR AND ROOF,AND REQUIRE FIRE B6 2x12 DF#2 C5 6x8 J5 9 1/2"TJI 110 MANUFACTURER. PROTECTION PER ARCH. am.. 0 W 67 (3)1 314"x11 114"LVL C7 (2)2x4 J6 2x8 DF#2 INDICATESCOLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP U = O B$ 5 1/2"x11 1/4"EXTERIOR GRADE GLULAM I C8 (3)2x4 PLATES OF WALL UNO. SEE SHEET 1/S8.21. I"'- B9 5 1/2"x9 1/4" EXTERIOR GRADE GLULAM C9 14x4 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED W L1_ B10 1(2)1 3/4x11 7/8 LVL C10 1(4)2x4 (1/1/ ON PLAN. x INDICATES WALL STUD FRAME PER WALL SCHEDULE. B11 (4)1 3/4x9 1/2 LVL 6. A MINIMUM OF(2)2X STUDS SHALL BE USED BENEATH EACH 612 (2)2x12 DF#2 I V///////, /,i/1 INDICATES BEARING WALLS,TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS,TYP. CO - Q B13 (2)2x8 OF#2 I DROPPED 7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT 1`.-- F" B14 (3)1 3/4x9 1/2 LVL CONTINUE BELOW THIS LEVEL. B15 (3)2x12 DF#2 \ \N -I INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND * FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN.COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO.SEE SHEET 2/S8.22. VI. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE-WOOD STUD 12. ALL FASTENERS(NAILS,SCREWS,ANCHOR BOLTS, ETC.)IN CONTACT WITH PRESERVATIVE TREATED OR FIRE SYM SIZE TRIMMER KING COMMENTS MARK DESCRIPTION I 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION REVISIONS H1 (2)2x8 DF#2 (1)2x6 (1)2x6 I W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O,C, 2x6 DF#2 @ 16"O,C, 2x6 DF#2 @ 16"O.C. RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 H2 (2)1 314x7 1/4 LVL (1)2x6 (1)2x6 I W2 INTERIOR LOAD BEARING 6"STUD WALL 2x6 DF#2© 16"0.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"0.C. f 2x6 DF#2 @ 16"O.C. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR H3 (2)2x10 DF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4"STUD WALL 2x4 DF#2 @ 12"O.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16"O.C. FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 OF#2©16"O.C. 2x6 OF#2 @ 16"0.C. 2x6 OF#2© 16"O.C. 2x6 OF#2 @ 16"O.C. STEEL OR HAVE A SIMPSON Z MAX!HDG COATING OR EQUAL SB TDS H5 (2)2x8 DF#2 (2)2x6 (1)2x6 WALL 14. PROVIDE 3/4"MAX. CEMENTITIOUS FLOOR UNDERLAYMENT IAS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 1(1)2x6 I 15. SEE SHEET S0.01 FOR GENERAL NOTES. H7 (2)2x6 DF#2 I(2)2x6 (1)2x6 I 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT PERMIT SET SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD - SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 1/2"LSL, UNO. S 1 1=2 04 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ ■ 48/24 SPAN RATING&UNBLOCKED EDGES. GLUED&NAIL W/ ©2018 OTAK,INC. 10d @ 6"0.C. EDGES, 12"0.C. FIELD. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. Otak1 .1 � .2 (_1 ._3 14X1 .6 1 .7 + 1 .8 1 .9 1 .1 �11 1 .1 _.._ -.•!.•-',...e2 lik TYP. , 10 TYP. Otak Architects, Inc. ©�P 58.31 I TYP. HHU55.5011 p TYP. I I I I I LUS210, TYP. - + I I © I 808 SW Third Avenue, Suite 300 g PCZ POST CAP, TYP. S8.31 %117 B12 S8.31 B7 HUC212-2,TYP.- Portland, OR 97204 1 , -- �1] B7main 503.287.6825 ® H4 D. IJ3@20hulj . ® !II H1 H4 wwwotakcom H2 I H2� Ile 3@2 0 ` j; ® _J3 @ 2'-0" ® J3 p0,,,,,,, 1 il- H2 I ► H2 2 " I T TYP. rk • � cr.,-, ...... ., m �, �� PRO l'•; Ncvii r _ - i' I:r, / H1 / H1 /// / 1 /�i�r`�' e; �/ H1 E H1 r 11 1- . d> 717-1"4"' . . " -I ---( 1)1> I • /7 - 4 /. / PROVIDE DRAG TRUSS 1_. 3 _ l,' +�+ S8.31 I ]- OVER ALL SHEARWALLS S8.31 - J ^. ' EW.- TYP. AND DESIGN DRAG FORCEFTYP 300 PLF ROOF TRUSSES '',•, 2'-p" TYP. - T, TYP. i. �- ..' ' S8.31 --- I PEXPIRES: 12/31/ 11 O 0; - - - �. 'I 8.32H _ sigi i. .. 3-29-2018 1 'II € - 3 mmi ,,, STAMP fi •I TYP. I • G 3.32 I ; - I �� 9 I. L .___., - iii --r---1141 jThi Citli„ V •' 1 -e......-ill DBG PROPERTIES r . /\ S831 I \ H ,i 1 31 T� S j _ II �� ,� IF c1 c� c1LLC C� _ ss 2 7I I� mill i 4'''' ' 1 ,i ci ! 1 „ c1 ....._ ,. ,,,, _ � �� / E „! _ PCZ POST CA P 1 . - Cl '41 [ \ II -----1 a P �. ^"- - ___-- - ._-___ r�rrrri- r�uviwinrrr�pi - ♦r >Javi i �/ rer rr ri;rrrri v, R t 1 .V 0 - ,. 1 - : I . ./ ► I 1 r 1riw�rir _�� .i -- --- - '' .r�a�yas t /wir wa.nr�siirv�arrrr rvritimerivriu�SI miner�r,/r 1 i�aaaw.d - . ..---; -- __......._.. • TYP. 'iNB15 \ ._.GT GT C1� GT 4011[11 C1 GT Ma: T- C1 C1 GT �.. GT GT �aa�� , 8 a� .11 ri C1 C1 }___<.., / 1 `I I,I ca �} 40C1 C 1 E GO Enayat Fs i �/� z`� 131 aT GT GT - - GT GT GT GT l GT GTI ® G_ /,[B151 r, Schneider • -�L'_ \�■ 9- I 1 - �' ..-.� ' -LUS210, TYP. 5rnith �. 1 C - -. -" .__ .rrer - -� r��iiirriirmrrimecor iirrer. ori�i-- ,,,K.,,,/.,,,f rrr� - r rr�a�:, ... r a,.�ewiaari..rw„ .. '. I ro••••mrr'viremseme riiAe.rsow ,,/ .,, ,., .irr��rrr�/�riari mom./ -,.,/,.,., ... ,e.viirnw; / /. „ •rinuaraiww�w ivirr.+i - ' .c rsc�z_...... .... - Engineering. I - r a i � • e Ii 41 �-- - � ° `4 - ■ �-- Inc. Il LUC210Z, TYP. 10 „ ,- Cl �� ( C1• C1 'C1 C1 Alk 1 --1 3141 WALNUT STREET, STE. 203A �I 1 .Ft __. _ �� CI C1 ' !� �; 4 (.;1 � C ' i 1 O �' �I C C1 } DENVER, COLORADO 80205 i , m 7 . ' ,_. � - �� 1 `` � ,' - - - r 58.31 �- ;PROVIDE 1: � I 20 904.1234 www.essden�er.com , t -� � OVl E BLKG BETW 1 _,., �fRUSS OVER CORRIDOR - ` _ �' ,' TYP. I. CONSULTANT -' H4 I 1i _�. I J -- - WALLS AND DESIGN FOR I x I I J ! , 4101 _- DRAG FOR --� .�. , ,, TYP./ _- - r I _ 300 PLF �E TYP. II 7 I IF _. [ iii i - -?j 1, a -, _., (S81/ - \ ROOF TRUSSES @ 24"O.C.J F - II I 2 1AI _ I I r r, n__, _ ,,,, - I! I PROVIDE DRAG TRU S = 1 ". _ - 11 S8.32 1-2.05 / ___ �� OVER ALL SHEARWA L5 z - DRAG FDRCEAND DESIGN FTYP.OR O PLF �E'. i - �j ROOF TR JSSES @ 2 - 01 1 I I \ I (2)CS16 FRO BEAM TO I I -µ _ I C1 , ,v--\ C1 C1 > 10 1 OPPOSITE F ES OF POST, i -4 1 C1 \ C1 H1 I I. I H1 ��v . . lJ \/ TYP. ]] �. , '� r TYP. ., \ I - I - `®�_ ..I " H1 v 1 H1_ m,/:, � , \ t- �Z Ai" TYP. f \r,,� H1 H1 I '' 1. 1 �� H1 1 III Ei .D) _ mil L. ,_. ,, m fII �,/r. ,., „1 r r 1: - -.__ .,,,r,�.. Tl7T- --" ' - �' - -x- .. - .. �'.//,J - ,;1 X58 3 .,....r __.......:. .... =,!err _-.- _ � ,132'-D'� t J3 @2 -0 Nor ® H4 ® _ ® ® i3 @2'-0" H2 I ® ®Iv ® ,J3 (�2'-0"• . H1 H4 Ell 1111111_ , II - / B7 1 B12 117 B12 ITYP.] I I I I 1 1 ,o I x8.31 HHUS5.50110 HlIC212-2 TYP. / I I TYP. LUS210,TYP. PCZ POST CAP, TYP. © " TYP. 1 TYP. F 58.31 Z0 TYP. Liii Z 0 1 ROOF FRAMING PLAN - BUILDING 1 J s1-25 ' 1/8" = 1-0" - - ---- . p! m a CL. Z APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN ROOF FRAMING PLAN NOTES < 0 J CL SYM 1 SIZE POST COMMENTS SYM SIZE COMMENTS SYM SIZE COMMENTS 1. ROOF FRAMING TO BE PRE-MANUFACTURED TRUSSES 24" INDICATES JOIST PER JOIST SCHEDULE. @ J1 11 718 TJI 110 OC. TYP, UNO. V♦ - 0 Jx 61 1(3)1 314x7 114 LVL C1 (2)2x6 Bx Q W M Z B3 I(4)1 314x11 718 LVL C2 (3)2x6 INDICATES BEAM PER BEAM SCHEDULE. 2. DESIGN ALL FLOOR AND ROOF TRUSSES FOR THE LOADS B2 1 (1}1 3f4x11 7/8 LVL J2 11 718"TJI 210 C3 (4)2x6 J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE, INDICATED ON SHEET 50.01. Y N B4 (3)1 314x11 7/8 LVL C4 6x63. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL 2 J4 2x8 PT OF#2 ■ I „ z a) B6 2x12 DF#2 GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS EQUIPMENT FASTENED TO BOTTOM OF TRUSSES OR W C5 6x8 IJ5 9 1/2"TJI 110 MANUFACTURER. SUPPORTED ON TOP OF ROOF. B7 (3)1 314"x11 1!4" LVL I C7 (2)2x4 1J6 2x8 DF#2 4. INTERIOR BEAMS ARE FLUSH WITH FRAMING UNO ON PLAN B8 5 112"x11 1/4" EXTERIOR GRADE GLULAM I C8 ,(3)2x4 INDICATES COLUMN PER COLUMN SCHEDULE. AS 'DROPPED'. _ 69 5 112"x9 1/4"EXTERIOR GRADE GLULAM I C9 4x4 5. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. ❑ Li- 810 (2)1 314x11 7/8 LVL I C10 (4)2x4 (iivx> INDICATES WALL STUD FRAME PER WALL SCHEDULE. TYP, UNO. lallil CO Lr O B11 (4)1 314x9 1/2 LVL B12 (2)2x12 DF#2 6. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO = O < 613 (2)2x8 DF#2 DROPPED (////1////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE (7 O PROTECTION PER ARCH. �/ 7. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP B14 (3)1 3/4x9 1/2 LVL - \ PLATES OF WALL UNO. SEE SHEET 1/S8.21. �` `,,v INDICATES OVER FRAMING. TITLE B15 (3)2x12 DF#2 8. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED ON PLAN. INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH # DATE DESCRIPTION * FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE GIRDER/BEAM!HEADER SHOWN ON PLANS, TYP. FIRE PROTECTION PER ARCH. 10. FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS 1 . ABOVE. 11. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. 1 APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. SEE SHEET S0.01 FOR GENERAL NOTES. 13. SEE SHEET 588.3.3 1 FOR TYPICAL FRAMING DETAILS NOT SYM SIZE TRIMMER KING COMMENTS MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS SHOWN ON PLAN. H1 (2)2x$ DF#2 1)2x6 1 2x6 W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 16" O.C. 2x6 DF#2 16"O.G. 2x6 DF#2 16" O.C. 2x6 DF#2 16"O.C. 14. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS, REVISIONS 1 •C - -- ---w„),„_)„„). H2 (2)1 3/4x7 114 LVL (1)2x6 (1)2x6 W2 INTERIOR LOAD BEARING 6"STUD WALL 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. I 15- CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS •-•--11H3 (2)2x10 OF#2 (1)2x6 {1)2x6 I W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12" O.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16" O.C. 2x4 DF#2 @ 16" O.C. WITH ARCHITECTURAL PLANS PRIOR TO START OF _ CONSTRUCTION. 0 6 H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 16. SEE ARCHITECTURAL DWGS FOR ALL DIMENSIONS, ROOF SB TD5 NMI88.32 H5 (2)2x8 OF#2 (2)2x6 (1)2x6 WALL --- Q H6 (2)2x10 DF#2 2 2x6 (1)2x6 SLOPES, HEEL HEIGHTS, OVERHANDS, AND ELEVATIONS NOT DRAWN BY CHECK BY --- H7 (2)2x6 DF#2 (2)2x6 OTRGS �� 10 (1}2x6 17 SHEATNOTED H NGNSNAT OTHEALRS DWEAR. EQ REMENTTSB STATIUSSET 'III 88.32 18. PROVIDE ROOF TRUSS OVER ALL SHEAR WALLS PARALLEL 03.292018 I TO THE TRUSS OR PROVIDE TRUSS BLOCKING OVER SHEAR WALLS PERPENDICULAR TO TRUSS. DESIGN TRUSS OR DATE C.( BLOCKING OVER SHEAR WALLS FOR 300 plf DRAG FORCE. 19. ROOF SHEATHING SHALL BE STRUCTURAL 1, 4 PLY, 15/32" 47154 PLYWOOD W/32/16 SPAN RATING & UNBLOCKED EDGES. NAIL PROJECT NUMBER W/ 10d @ 6"O.C. EDGES, 12" O.C. FIELD S1 -2 . 05 2 ELEVATOR ROOF FRAMING PLAN - BUILDING 1 O $1-2.05/ �/8" = 1'-0" lfthiOldraOvir,Agg is not 24"x ss",it has been reduced/enlarged. Scale accordingly. e 1 1 .51 .6 1 .711 .8 i---* 1 . 1 1--- 1 1111 1 , 1 II _._ 1 .3 �•. OO Otak 00 -•,••••Adie:416. I I I I I I I Otak Architects, Inc. I I I f 808 SW Third Avenue, Suite 300 \ , I . _, _,.. NO EXTERIOR SHEAR WALLS Portland, OR 97204 THIS ELEVATION main 503.287.6825 www.ota .com Ror_ _ 1 .A L NFA 47 _ , ,., __ __ _______ _____ 1 -f ar I I D14 ;, ir.p/AO, ir6 I 1 - - `''/O G. et*. - •. -1 _ 1 , 7H7:----"- IIc> 1 EXPIRE'S: 12/31! ici -I , ., �� i 018 , i,.___. , , ,,___ c_ _ O ______ - : .,____ . ��r _-- STAMP O .t I I I t ' O I Or r:' N L DEG PROPERTIES 1. L - - 'iL): LLC . , , ,•._,,, .,,,, 1 ,- :li"- Idli7- ' I ,..... 1111 ! ,' • • . . , I lk 1 .B, - A o o a ,li 0 -- - 0 1 S1-4.011 S1-4.01 2 O O � - Schneider� Enayat r Q O O _ _ Smith A A - - - Engineering,�cde - jill --/ i JL.L.....-- In__ 1 ,._. -"-`,-,5 1 .0 - _ __..._ L 3 3 3141 WALNUT STREET, STE. 203A f • r t -Z . - !F DENVER, COLORADO 80205 _ �'JL ��, 'I �� R COL �� ;il i11 - II_ I O ---"�� I 720,904,1234 www.essdenver,com I. - 11 -- i -- 1 , f4 . L., - I ! �` 111::- - I I Ir--: I , -i • ___11CONSULTANT I- IR 41i _L ‘.? I :Hr! � , • T O o11 0 - <1) . J it ,. ti 1 - ' _ � DN 'I�: I I I 1 1. ., . NO EXTERIOR SHEAR WALLS � I I I I I I I { I I THIS ELEVATION CO 1 Zr (-1-- TYPICAL SHEARWALL PLAN - BUILDING 1 - - -- •. - • • IMll s1-3.o1 118" = 1'-0" Z ._ 00 SHEARWALL PLAN NOTES Q 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR Ce J WALL SCHEDULE. 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X < = MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED CO FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. CL I 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL BE 1-5/8" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS ❑ Z SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" co _..1 FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND Wco N 0- Fy=100 KSI (8d)_ 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. Nol - N J PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OF NN Q PLATE. LU z 6. WHERE 10d NAILS ARE SPACED AT 3" OR LESS ON CENTER o= AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS 1.1. = 0 �/ ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM Q 1......t OF 3x OR 2-2x W W _ Q 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OFO Q UJ THE WALL, STAGGER THE PANEL JOINTS ON THE WALL STUDS. (4 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE TITLE LOCATED AT LEAST 3/8" FROM EDGE OF PANEL 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD # DATE DESCRIPTION DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET S8.41 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING WALLS. 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF SYMBOL LEGEND: SHEARWALL PLAN THE WALL. 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. INDICATES SHEAR WALL. 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT BOUNDARIES AND CHANGES IN FRAMING. /� INDICATES SHEAR WALL TYPE AND ELEVATION 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR /r\ N,\ NUMBER AT INTERIOR SHEAR WALLS. SEE SHEAR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE J WALL ELEVATION SHEET. MANUFACTURER'S INSTRUCTION. REVISIONS 15. 6d COOLER NAILS SHALL HAVE 3/8" HEAD& 1-7/8" LONG. 8d COOLER NAILS SHALL HAVE 9/32" HEAD &2-3/8" LONG. FIRE WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH APARTMENTS SHEAR WALL SCHEDULE CONDITIONS. SB TDs 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d DRAWN BY CHECK BY MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @ REMARKS COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE 'W' OR PERMIT SET DBL. TOP PLATE OF SHEAR WALL ALL PANEL 'S' EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION STATUS SYMBOL. 03,29.2018 7/16" PLYWOOD 8d 6" 12" 32" 10d @ 6" O.C. 16d @ 6" O.C. N/A 3/4" DIA. @ 48" O.C. YES 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. DATE W 7116" PLYWOOD 8d 4" 12" 18" 10d @ 6" O.C. 16d @ 6"O.C. 24" 3/4" DIA. @ 48" O.C. YES 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE 17154 l V 7/16" PLYWOOD 8d 3" 8" 16" 10d @ 6"O.C. 16d @ 4" O.C. 24" 3/4" DIA. @ 48" O.C. YES WASHER (CONFORMING TO THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND PROJECT NUMBER \4 J 7/16" PLYWOOD 8d 2" 8" 12" 10d @ 6"O.C. 16d @ 3" O.C. 12" 3/4" DIA. @ 36"O.C. YES USE (2)2x @ EA. SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE �/ VERTICAL SEAM WASHER SHALL EXTEND TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, Si Tm301 7116" PLYWOOD (BOTH 8d 4" 12" 12" 10d @ 6" O.C. 16d @ 4" O.C. 6" 3/4" DIA. @ 36" O.C. YES USEVER(2)2x @EA .EA STAGGER PLATE WASHERS. M SIDES OF WALL} 0 2018 OTAK, INC. NOTE: ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE V SHEAR WALL IN SCHEDULE ABOVE. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. Otaki.D i1 •C 1 .B 1 .A 1 .A 1 .�B 1 .0 � .D SHEARWALL PLAN NOTES 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR WALL SCHEDULE. ........0 .., 10'141 116, I I I I I I I I 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X Otak Architects, Inc. MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. 808 SW Third Avenue, Suite 300 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL Portland, OR 97204 ------- - ---- CS16 TOP & BOT. DF ----- GS16 TOP & BOT. OF BE 1-5/8" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS main 503.287.6825 OPENING FROM CORNER TO --� OPENING FROM CORNER TO SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. I it I CORNER,ATTACH TO BLKG. I I( II.. CORNER, ATTACH TO BLKG. I 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" www•otak.com BETWEEN STUDS I, BETWEEN STUDS W/YIELD STRENGTHS OF y=90 KSI ( 0 )AND Virj, - KSI (8d). ,9 'RoteFy 1005 PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. �� + '�i. R1R OF �T R1 ROOF erj,"' 1 TIH ---- — i /:: �. _ _ O PROVIDE ANCHOR BOLT WITHIN 12 FROM EACH END OF C� ' F' PLATE. /5 8+ i 6. WHERE 10d NAILS ARE SPACED AT 3"OR LESSON CENTER ,�/� �"'"" V/ .... , tr III V v NO HOEDOWNS 'i�r << NO HOEDOWNS AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS i _. .-.- THIS LEVEL THIS LEVEL ARE TO BE STAGGERED AND FRAMING SHALL BEA MINIMUM Pc *4. y. .. __1 ._..... . - E::-._7_c_______-J___. OF 3x OR 2-2 FLOOR7, 7 x q $ �` A - -4., ,,, / �' �� /Ayr- 4TH_ - - - - - /f--- - Z, , .... _ 4TH FLOOR HE WALL, STAGGTERINHE PANEL JOIND O ONOTHESWALLOF 4° G. \_.____... / zir STUDS. I EXPIRES: 17/311 IC1 r i -", A;7 v, CS16, TYP. 4. 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR ,T !I HE 3-29-2018 ` —CS16, P. INDICATED. EDGE NAIL SHALL STAMP PANEL EDGE NAI�NGS .-- - ii - L / LOCATED AT LEAST 318" FROM EDGE OF PANEL - ' 3RD FLOOR 7— ... _ _ /� 3RD FLOOR 9. WHERE INDICATED N PLANS PROVIDE STRAPS OR HOLD IMP H DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET S8.41 /— 1. :r. i. _ . . 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS -s _ • �� CAUSED BY INTERSECTING WALLS. . 77/1 .1 . . DBG , PROPERTIES ,, I f 1 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION �y 1 2 CS16, TYP. LLC vooror• -(2) CS16, TYP. _ O APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF - 21S841, TYP. S THE WALL. • I ; • 1 —...21 841, TYP. /' 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM ��''� 2ND FLOOR -�� 1, _ _ 2ND FLOOR ,►4.' ..� SAND BLOCKING 13 .► ■I MINIMUM SHEATHING DIMENSION SHALL BE 24"AT Enayat .11; i AV, 11 .'4..v,/i/ Ai BOUNDARIES AND CHANGES IN FRAMING. Schneider / ��4 ".9 Smith 1 q 4 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR Engineering, � /. / SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE Inc. j MANUFACTURER'S INSTRUCTION. 3141 WALNUT STREET, STE. 203A _ ._ • FOUndaI o . 6d COOLER NAILS SHALL HAVE 318" HEAD & 1-718" LONG. 8d DENVER, COLORADO 80205 /7, /,2, ,V , i __ /�// Crt /i A I f %,,� f Foundation „ COOLER NAILS SHALL HAVE 9132 HEAD &2-318 LONG. FIRE 720.904.1234 www.essdenver.com �� WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE 1 6 7 (-6--- (Th THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH CONSULTANT `\\S8.4 y \8.41 "--HTT5 OR STHD14, TYP S8.41 S8.41 HTTS OR STHDI4, TYP CONDITIONS. 16, No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE 'W' OR 'S'. 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION - . SYMBOL. " EAST - BUILDING 1 2 WEST - BUILDING 1 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 1�$" = I'-O" S1 4.01 1/8" = 'I'-O'• ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. 81-4.01 / 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE WASHER(CONFORMING TO THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE 1 ROOF SHEAR WALL4 ROOF SHEAR WALL BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, CALLOUT, SEE CALLOUT, SEE STAGGER PLATE WASHERS, SCHEDULE. TYP. SCHEDULE. TYP. V V CS16, TYP. iz-- CS16, TYP. r .4 LEVEL 4 [ -1./ LEVEL 4 Cl)1 ry . _..$ [ I- V z 3 0 CMSTC16, TYP. CMSTCI6, TYP / / z _I W _S LEVEL 3t i _S._- LEVEL 3 CO 1 M 11. U \,,i/ Z CMST12, TYP. 0/ CMST12, TYP. O EL I— _S LEVEL 2 - - LEVEL 2 t I- ICC C1 SEE 21 S8.41 J U U 1 CI HDU14, TYP. - HDU14, TYP. w Y R. , E J N J N ti J SEE 10/S8.41 SEE 61 S8.41 W Z d) Q 10158.41 maim = Q �� 1 SHEAR WALL ELEVATION TYPE A IC3j WALL ELEVATION TYPE B Ey W � � Q = w � � _ 11—TITLE ROOF --- SHEAR WALL _4ROOF SHEAR WALL CALLOUT, SEE CALLOUT, SEE # DATE DESCRIPTION SCHEDULE. TYP. SCHEDULE. TYP. V V - CS16, TYP. NO HOLDDOWNS LEVEL 4 LEVEL 4 IL I _S w w (2) CS16, TYP. NO HOLDDOWNS REVISIONS LEVEL 3 _S•0( LEVEL 3 V APARTMENTS SHEAR WALL SCHEDULE SB TDS DRAWN BY CHECK BY y-- CMSTCI6, TYP. /--- (2) CS16, TYP. MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO I SILL PLATE ATTACHMENT BLOCKING @ REMARKS DBL. TOP PLATE OF SHEAR WAL ALL PANEL PERMIT SET _S LEVEL 2 - _ _.4 LEVEL 2 EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES STATUS 7/16"1--( W PLYWOOD 8d 6" 12" 32" 10d @ 6"O.C. 16d @ 6" O.C. N/A 3/4" DIA. @ 48"O.C. YES 03.29.2018 DATE 2 7/16" PLYWOOD 8d 4" 12" 18" 10d @ 6"O.C. 16d @ 6" O.C. 24" 3/4" DIA. @ 48"O.C.I YES 17154 V 4 W7116" PLYWOOD 8d 3" 8" 16" 10d @ 6" O.C. 16d @ 4" O.C. 24" 3/4" DIA. @ 48"O.C. YES - HDU8, TYP. HTT4, TYPPROJECT NUMBER I E (1?1\ \4/ 7116" PLYWOOD 8d 2" 8" 12" 10d @ 6"O.C. 16d @ 3" O.C. 12" 3/4" DIA. @ 36"O.C. YES USE (2)2x @ EA. SEE 61 S8.41 SEE 6158.41 ��/ VERTICAL SEAM 10/S8.41 10/S8.41 5 7/16" PLYWOOD (BOTH 8d 4" 12" 12" 10d @ 6" O.C. 16d @ 4" O.C. 6" 3/4" DIA. @ 36"O.C. YES USE (2)2x @ EA. S 1 1.4 • 0 1 C SHEAR WALL ELEVATION TYPE C D SHEAR WALL ELEVATION TYPE D SIDES OF WALL) VERTICAL SEAM 02018 OTAK, INC. NOTE:ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE V SHEAR WALL IN SCHEDULE ABOVE. 1f this drawing is not 24"x 38",it has been reduced/enlarged. Scale accordingly. MAILBOX BEAM SCHEDULE Otak SYM SIZE POST COMMENTS ....atagOtadel ilt / MB1 HSS6X4X114 Otak Architects, Inc. ` /% 9 808 SW Third Avenue, Suite 300 7 / \ S7-2.01 MAILBOX JOIST SCHEDULE Portland, OR 97204 • main 503.287.6825 ( / 0 SYM SIZE COMMENTS www.otak.com r MJ1 2x12 DF#2 • 0 PRO/Tit- .. 1 .118" DIA. x 3'-0" PIER W/ 6 # "4\ �tij 20'-a" �=s " I N �`r/i 5 VERTICAL AND#3 TIES)@ 71.711 ° 1 ?'0 9r, 8 �� / S7-2.04 12" O.C. 1 .�� v / �� '0 57-2.0 0 ip"�� TYP. DOUBLE JOIST SUR/L210 HANGER, TYPICAL .� j'_\ I J, A A h A n 7, 7C A X x A X A IIA 0 EXPIRES: 121311 19 0 5" SLAB EACHW/#3 @ 16" 0 o ' I 5"SLAB-ON-GRADE W/#3 @ I < I 3-29-2018 O.C. WAY 111\ I > 1 16" E.W. PREPARE I I a .e% CdJ S7-2.01 I > I SUBGRADE PER THE SOILS I I STAMP �^ 4"STD PIPE, TYP. �� I I REPORT ) 10 DBG PROPERTIES \, / LLC ! .,,g7 \?q2, 4i' s7-2.01 ltij6 `�� 4, .` • DOUBLE JOIST ,►�` ' if Enayat ;- Schneider a / 3 TRASH ENCLOSURE FOUNDATION PLAN sante f1, -Engineering, inc. LUS21 Q HANGER, TYP S7-2.01 118" - 1'-0" 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT \ ( 1 1 MAILBOX FOUNDATION PLAN 2 MAILBOX FRAMING PLAN \� 7-2.0y 1/8" = 1'-0" s7-2.o1 ' 1/8" = 1'-0" �,---- 112" EXP. JOINT GUARDRAIL BY OTHERS SITE PAVING, SEE CIVIL 6", 2'-6"VERIFY W/LANDSCAPING 6". NOTE: GALVANIZE OR ,��` NOTE: OTHERWISE PROTECTSE — — /\�\. MIN. MASONRY A STRENGTH COMPRESSIVE `., ALL EXPOSED STEEL. � SOLID GROUTED 8" CMU ` _ \\\\�/` MIN. MORTAR COMPRESSIVE f W/#4 @ 24 O.C. VERTICAL +!, ,. ax BOND BEAM T&B OF \//• STRENGTH = 1,900psi @ 28 DAYS 4 - > PIPE COLUMN, SEE PLANMINI. GROUT COMP. STRENGTH = (3) #3 TIES @ 3" O.C. . .\ ` WALL WI(2)#4 CONT. 3,000psi @ 28 DAYS TYP: BOND BEAM W/(2)#5 T&B #5 @ 8" O.C. EXTERIOR PAVING, SEE ARCH I i SLOPE TO DRAIN J\ G�\�\\ . AND @ 4'-0" O.C. —1..---7.11— >N 2'CLR. > a V ' 112" EXPANSION MATERIAL //` } <// L I I • r :LAI:, SEE PLAN " ' 'C - ;f\. p�� , -_.. ti I I1:>....),77:/77/ `/ \` \` 1 \� \//� < 112" DIA. x16" STAINLESS STEEL I 1/2" EXPANSION MATERIAL I I. L q ( , <>, < ALL-THREAD W13" EPDXY EMBED - 8" CMU GROUTED SOLID BOND BEAM W/(2)#5 CO $. - , > , IN CMU {SIMPSON AT XP), TYP. (fm = 2000 psi) > A CONTINUOUS @ 4" O.C. d y x / #5 SLAB W/#3 @ 16" O.C. J .1 ---_ Y EA END , EA. SIDE } I \\\a - .. I I : - - /\\/, I ¢ < EA. WAY 4 ©- • \/� , , 4::// / 6 K > x C CAST IN PLACE 4" CONC. SPLASH ^, - �".• .r r • < X � PAD W/6x6-W2.1xW2-1 WWF, SEE , .- \ °, / /\T\� ��_ x CIVIL FOR SIZE & LOCATION : -y- • \\�\ N z = [1' ` • -1 I. EN gid 112" DIA. x 3" HAS @ 12" x x /• / 6"CMU GROUTED SOLID z #5 DOWEL x "� rxg " I O.C., STAGGERED, EA. x _ c� -4 . _ 4 8 "a 4" • FACE OF COLUMN • / x WI#4 @ 32 O.C., TYP. @ 8" O.C. 8" @ = • 4 ' -`,� d a -., . a (3)#4 CONTINUOUS J Illmim (J) Lu -a :I O I a. 4 ," - . KX/ o #4 2'-0" • O.C. — b • Q • I d :' — 114" CAP PL /` / • . -�. ✓ a� ic:C 1-- • . o I r...__...›.. , \ �\`X 1 1 " _ • . e •. • • #4 DOWEL TO MATCH WALL CL W "—�'" T 1 REINFORCEMENT W/STD. 0 4 a - .d. ,a;e: a ', _ - A � - a _ - 4, "7--"-•. 4 d a 4i 9 4 a Qa d l - °: °2 a d.a. a , `a d' ° O - < < a. < DIRECTION �.J • •- SEE PLAN FOR - , - - � - _ ,- - - HOOK ALTERNATE HOOK �/ REINFORCING • ' ; ,...�=. . �. !.= - ° - . A ' Cl) CL .4a 2._6,. V - - e .. Via - . ,'d cr CI CO SEE PLAN #4 24"O.C. 4" HOOK, TYP. 4'-0" — (5)#4 CONT. N I— @ _ J Nti 0 (5)#4 CONT. -_ z LAY Ct \ SITE RETAINING WALL 7 TRASH ENCLOSURE DETAIL = Q�� MAILBOX FOUNDATAION � 5 LIDIA PLANTER (-6.- -_-_ LL F- 7-2.a1 3/4" = 1'-0" s7 2.Q1� 1" = 1'-0" s7-2.01 1" = 1'-0" (n W © Q H I"' CIL) I—i= (f) TITLE NOTE: FRAMING ABOVE NOT -- HSS BEAM BEYOND, SEE PLAN # DATE DESCRIPTION SHOWN FOR CLARITY ROOF SHEATHING, SEE PLAN MITER WELD </TYP. CORNERS 114 TYPICAL ROOF EDGE NAILING, SEE PLAN A V er A MSS BEAM, SEE PLAN 2x FASCIA WI(3) - r � - 10d NAILS ----<\-1— I, A35 @ 24" O.C. I REVISIONS L4x4x1/4 @ 4'_6" O.C. MAX. SLAB REINF, SEE PLAN I I FOR WOOD SCREEN �.l s. 114/ —�\ -- I CONNECTION — ANGLE BEAM, / EXTERIOR PAVING, SEE CIVIL z Author Checker tilt / \ �' SEE PLAN SECTION A-A SLOPE, SEE ARCH. c DRAWN BY CHECK BY 2x BLOCKING BIW �� a V " B 77-�— - \ w PERMIT SET JOISTS B V Lu i H2.5A BOTH SIDES I cn T.O. SLAB STATUS OF EA. JOIST ` 1/4 ,'' e d_o. _ Q < : . SEE ARCH �� 10d TOENAIL - / r / . 4a-Y " - 4. , ti.i ; . . "4 e:• b d4 ` _ CAP PL1/2"x5"x5" ^. • 03.29.201$ @ 6" O.C. HSS BEAM WOOD SIDING, 1/4 /e '/ / / ' ' s • C° DATE SEE PLAN SEE ARCH. \�\\�\\\\/\ ", • /1. \'\�\\\'\�' PIPE COLUMN, — — Z. ; / // / :// ,�// \/\�/ 17154 \/\\ - (7//\ PROJECT NUMBER 3x PLATE W/0.157DIA. SEE PLAN PL318'x4 1f2"x4 1/2" 41) /\/ /\/\q"/\ PAF @ 6" O.C., F @ ANGLE / (2)#4 CONTINUOUS /\ \ \ " STAGGERED -- ATTACHMENT - 1 PIPE COL., \\�\ \ s7.2 . 01 SEE PLAN SECTION B-B � ©2018 OTAK, INC. l 8 DETAIL 9 MAILBOX COLUMN/ BEAM CONNECTION ( 10 EDGE OF TURNDOWN SLAB 1" " '' 57-2 01 1" = 1'-0" If this drawing is not 24"x 36" it has been S7 2.01 1" 11-0" s7-2.o1 = 1 -0 reduced/enlarged. Scale accordingly. = � A w Otak w - ADDITIONAL VERTICAL BARS z CONCRETE WALL, 1 1/2" 1 1/2" . tL _ Imill.11.1...iir,,A -.i SEE PLAN FOR SIZE & CLR. I CLR. 00 0 \ NOTES REINFORCEMENT \ fb - o --- #55 BARS AT 12" O.C. Otak Architects, Inc. i I 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS j w: ,i--• _ °o-; .1 11-.• - - - ` 1r 808 SW Third , w � - � �� rd Avenue, Suite 300 AND NORMAL WEIGHT CONCRETE. LENGTHS ARE IN INCHES. ,.+, °. <. ,�� _ - +a := „� • d OR 97204 TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR UNCOATED BARS D . . �, a - . ,a,. .--° f main 503.287.6825 2. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL t = n -; ° (3}#5 AT EACH SIDE OF OPENING ww4++.o.ta .com Lengths (In.) per Concrete Strength (psi) _._ •� L' - Ipsi ELEMENT, CONCRETE COVER,AND THE CENTER-TO-CENTER SPACING ° � I \� � � ,� 3000 psi 4000 psi 5000 DEFINED AS: Top Bars Other Bars Top Bars Other Bars Top Bars Other Bars OF THE BARS, ARE / z BACKER ROD &SEALANT 1/2"0 SMOOTH BARx5' 0" - lit Bar Lap c., LONG W/ONE END \ 4 Size Class Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 BEAMS OR COLUMNS: �- NOTE: TOP AND BOTTOM BARS TO ..,_,.,-r �-�— 2 #5x4' 0" DIAL. C �'`D N �� A 22 32 17 25 19 28 15 22 17 25 13 19 CASE 1' COVER AT LEAST 1.0db AND C-C SPACING AT LEAST 1.0db IF GREASED, MATCH CONTINUE THRU JOINT. DO NOT OP INC 2" CLR ''- ( ) �w is #3 HORIZONTAL BAR LAP BARS WITHIN 4.-0"OF JOINT. YP BARS AT EACH ; R B 28 42 22 32 24 36 19 28 22 33 17 25 NOT LESS O AN THE CODEOMINIMUMHSPACING, OR COVER AT LEASTE K I SPACING WALLS 8" THICK OR LESS ---.. / CORNER A 29 43 22 33 25 37 19 29 22 33 17 26sa Fib= DIAMETER OF BAR 1 1/2" rr '�� #4 1.0db AND C-C SPACING AT LEAST 2.0db IF STIRRUPS OR TIES ARE NOT e ► B 37 56 29 43 32 48 25 37 29 43 22 33CI " PROVIDED. - CLR. 1 112" ADDITIONAL VERTICAL \-- / �— A 36 54 28 41 31 47 24 36 28 42 22 32 CONCRETE WALL, BARS EACH SIDE OF JOINT '/ fir. #5 B 47 70 36 54 40 60 31 47 36 54 28 42 CASE 2: COVER LESS THAN 1.0db OR G C SPACING LESS THAN 2.Odb 4db SEE PLAN FOR SIZE & CLR.co \ "� ` A 43 64 33 50 37 56 29 43 33 50 26 38 3. USE CLASS "A"WHERE 50% F No. 3 THROUGH No. 8 REINFORCEMENTJ ' #6 OR LESS OF THE BARS ARE SPLICED �5db � � I � . -- T B 56 84 43 64 48 72 37 56 43 65 33 50 WITHIN THE GIVEN SPLICE LENGTH. USE CLASS "B"WHERE OVER 50% 4db _._ offE '' '� �/ Iq A 63 94 48 72 54 81 42 63 49 73 37 56 OF THE BARS ARE SPLICED AT ONE LOCATION. 2 1/2" MIN. No. 9, No. 10 AND No. 11 a' ; : _ D L #7 6db - '. 4.. d -•° •, • .� °-- ---� ' • - ._ � .� � i @,fL,. 12" NO AD 3-29.201$ B 81 122 63 94 70 106 54 81 63 94 49 73 �I r - No. 14 AND No. 18 -< . ° ` _° - A 72 107 55 82 62 93 48 71 55 83 43 64 4. ACI318 DOES NOT ALLOW TENSION LAP SPLICES OF#11 TO #18 a° - `-,° °6 _ REBAR NEEDED #8 139 72 107 80 121 62 93 72 108 55 83 BARS. THE TABULATED VALUES FOR THOSE BAR SIZES ARE THE ° a < - '.4 3'-0" • STAMP B 93 TENSION DEVELOPMENT LENGTHS. 54 81 63 94 48 72 - + :. ' TYP. n #9 A 81 121 62 93 70 105 ' -ja d `' ° 0 B 105 157 81 121 91 136 70 105 81 122 63 94 41-1I1 I- F- 1- - 5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF �— i a A 91 136 70 105 79 118 61 91 70 105 54 81 CONCRETE CAST BELOW THE BARS. 112"O SMOOTH BAR x / ? BACKER ROD & SEALANT RECTANGULAR OPENINGS W/ "L" GREATER THAN 12" ! P R O P E RT I E S #10 B 118 177 91 136 102 153 79 118 91 137 70 105 MULTIPLY THE ° D-FINISHED INSIDE 5'-0" LONG W/ONE END co NOTE: TOP AND BOTTOM BARS TO D A 101 151 78 116 87 131 67 101 78 117 60 94 6. FOR LIGHTWEIGHT AGGREGATE CONCRETE, - #11 B 131 196 101 151 113 170 87 131 101 152 78 117 TABULATED VALUES BY 1.3. BEND DIAMETER GREASED, MATCH F CONTINUE THRU JOINT. DO NOT NOTE: LLC __ D=6db FOR#3 THRU #8 HORIZONTAL BAR - LAP BARS WITHIN 4' 0" OF JOINT. DETAIL APPLICABLE FOR ALL #14 N/A 125 187 96 144 108 157 83 125 97 145 75 112 D= 8db FOR#9, #10 &#11 SPACING OPENINGS, UNLESS NOTED 7. LD - CASE 1, CLASS A, OTHER BAR WALLS THICKER THAN 8" OTHERWISE. MAX LENGTH OF 5-0". #18 N/A 161 241 124 186 139 209 107 161 125 187 96 144 LS CASE 1, CLASS B, OTHER BAR D= 10d FOR#14&#18 Enayat OP- -'-' Schneider � Engineering,BAR BENDING DETAIL (-3- CONCRETE WALL CONSTRUCTION JOINT ( Smith mity 1 1 BAR LAP SCHEDULE – Alk ss.Q1 :' NOT TO SCALE 58.4 TYPICAL CONCRETE WALL OPENING s01 NOT TO SCALE 3141 WALNUT STREET, STE. 203A S8.01 NOT TTO SCALE 58.01 NOT TO SCALE DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT NOTE: THIS DETAIL IS TYPICAL FOR ALL RE- VEENTRANT CORNERS CAST IN PLACE REINF.NF. LS TYP. CONCRETE SLABS, BEAMS, DECKING tX 114"MIN. OR TIES z TOPPING AND WALLS. THIS DETAIL ALSO _ifSAWCUT APPLIES AT ALL RE-ENTRANT CORNERS AT -,±- �: 4 �_ - 6- 4 • , .. - ,Q - w. CONSTRUCTION JOINTS. 7i —'. - .4' .,A. . . • a d- a .�i d '-0. -''' '' -11 - , - ° " - #5x4'-0" E.A. FACE Y pa , �a. - . ° _ e- a ,� •- - 91,• f. - ° � . ~- .. * ,-,aQ• --a _ $. • - a, ew d ° .' , •'A _ a_ ° ''.`: = ` I / CORNER E.A. ACE OF DOWELS TO MATCH SIZEDOWELS TO MATCH SIZE AND SPACING OF HORIZ. a . ° AND SPACING OF HORIZ. I [ REINF., SEE SCHED. REINF., SEE SCHED. CONCRETE SLAB, SEE PLAN ("T" = SLAB THICKNESS) / / ° - FOR LAP SPLICE N < •-.a` -.�'' FOR LAP SPLICE FOR SIZE & REINFORCEMENT / / AVERTICAL REINF. a VERTICAL REINF. //3/' SAWEDCONTROL JOINT (CJS (/) ': 7,-- OR TIES OR TIES `Y /� -- FACE OF WALL/COLUMN -Q"Tl(PICAL ` d 4 • OR GRADE BEAM CONCRETE SLAB, SEE PLAN 112"0 SMOOTH BAR x 2'-0" Z - - MIN. (2)VERT. - FOR SIZE & REINFORCEMENT WI ONE END GREASED � w �,�_� - BARS AT END d _d_ ° , deZ 112" BACKER ROD & CAULK a . ■ a . - a ' . a a M < PLAN VIEW ° 18"NP. / Q 2'-0" - 4 ;4 a \---- CONCRETE SLAB (SEE -. ', 1 #4 HAIRPIN x I .. PLAN FOR SIZE & Ce SPACED TO REINF.) a MATCH WALL 1/2" EXPANSION REINF. JOINT MATERIAL CONSTRUCTION JOINT (CJI PLAN VIEW ___I 1.4 0 1-4‹ - . (-- 1 TYPICAL WALL OR GRADE BEAM INTERSECTION 6 EXPANSION JOINT DETAIL 7 SLAB-ON-GRADE JOINTS 8 TYPICAL RE-ENTRANT CORNER REINFORCEMENT CC LJJ s8.Q1 NOT TO SCALE 58.01 NOT TO SCALE 58.01 NOT TO SCALE ❑ sa.o1 l NOT TO SCALE CC- CI W N Z UYN N N- O W = c LL = O Q o 0 z 2x4 FLAT BLKG AT I Z SHEAR WALL SHEAR WALL 2x4 FLAT BLKG AT TOP OF WALL SHEATHING -. '-" PANEL JOINTS SHEATHING PANEL JOINTS 0 Q -, c 2x TREATED PL -- \ li ANCHOR BOLTS 2x TREATED PL ANCHOR BOLTSIII 1` H LI_ / PER PLAN - I . -,_-- 4 PER PLAN SH A � TITLE _ SHEAR WALL - EDGE NAILING 112" EXP JOINT (2)#5 T&B OF - , .,,..-.° at, .SA(-.. - •- ° ° �, - • .< A. • OPENING, a d a ° S'- .° °- a , ' _d . -•;: . - EDGE NAILING • 1/2" EXP JOINT EXTEND 4.-0" - - • ''A' ° ° ° 112" EXP. MATERIAL # DATE DESCRIPTION PAST EDGE OF .4'.. :' a..�' a �° . = a / CONC SLAB, SEE PLAN INTERIOR STUD WALL CONC SEE PLAN OPENING •d 4 ' ,a °° . a EXTERIOR PATIO SLAB, �� FOR REINF & ELEVATION } � / ° GRADE FOR REINF & ELEVATION SEE PLAN - ;d a 1`- '- - C ' ---\\--' . ; a°° '- a g ° I. Ire SEE PLAN E� a• a -. 3' 0.. ,, .. a 2)#5x - - _. .A / ANCHOR BOLTS, PER . a i' - ' ) - SHEARWALL SHEATHING TYP. WALL REINF. . _ °d- LONG AT FOUR , . - • ,d , - -. SIDES ' e y z AS REQ'D, SEE PLAN _,�� PLAN -° °-� A ` � I a WALL PER - " - 4-°. -2 1/2" CLR. TYP. -'" . °- ^ -- -6" .L\ I (3)#4 CONT. / - #4 Z-BARS @ 18" O.C. WALL PER -77 -_ ALTERNATE TOP & BOT. HOOK PLAN 1°, , ° .. A ///\ . 2n a .�� - - n -- ' • (2)#5 ,•. •P a : _ y'°• , ' , -_ • : ' ,.° ANDSOTTC3M _ _°,a ° . .. SAW CUT CONTRUCTION O' , --~ • d < -;• _� SAW CUT CONTRUCTION - / JOIST, SEE 7/S800 L. <°.'►� d OPENING, • - > - - �-- #4 T&B AND AT JOIST, SEE 71S800 - ° REVISIONS A'da.. 4- P. 4 ; #4 T&B AND AT a 12" 0.C. CONC. SLAB-ON-GRADE, a ° 12'O.C. 4 a•d - - � °�- . . -• -- - -- - ° °` � SEE PLAN � ' .•-•;`- -' -'-°: . a. SEE PLAN i s . : z a4.,,_-,---..,. SEE PLAN a a., = — dd a -° ° 4a i. ds a.a a -' - --� a - _ - a _— - ° n- a^.'a•a ° .. ®may, • • _ _ � ;- g� � °_._ - ,' .� a .6 SB:JD TDS - -- a r I ° ° q DRAWN BY CHECK BY :d :7,---N. a ',1''' 4 - - a REINF, SEE PLAN �r \//�/).''' ...' > -� b,. - ., '.'''= , -,d. --.' N z �' ° REINF, SEE PLAN PERMIT SET a d: z • \ • a a .,d-�' -:- ta. a ,. -. _ d,. -0- `_ - a - +4 -Y •e`` - - 2 3'C R/4- .-:--,. ° y .. ��;\ z A ;� -.:�• • STATUS OPENING MAX. d a^ °a d "� uJ w • \/ - , -4..,�\V r�.. • �...a.a�. A. 4 03.29.2018 24"O ROUGH V -' Q . �/ a OPENING NOTE: _ V 4Q. �/\ _ _ Y d / ,i,., 1 // . . DATE DETAILS ARE APPLICABLE FOR r� ,r� 4 :.- Y / ALL OPENINGS, UNLESS NOTED #4 AT 18"O.C. --__ : 17154 OTHERWISE. #4 AT 18"O.C. - 3" 3„ ALT. HOOKS -T REINF., SEE PLAN ALT. HOOKS PROJECT NUMBER SEE PLAN SEE PLAN @ DIA < 12" NOADD'L - SEE PLAN I6, REBAR NEEDED 6" S8 . 01 ._ _ . . ©201$OTAI<, INC. 9 PIPE PENETRATION r10 TYP. EXTERIOR FOOTING 11 DETAIL AT INTERIOR WALL 12 EXTERIOR FOOTING AT PATIO 58.01 NOT TO SCALE 58.01 1" = 1'-0" S8.01 1" = 1-0" 58.01 1" = 1'-0" If this drawing isnot 24"x36';it has been reduced/enlarged. Scale accordingly. v — --- 2x STUD WALL, SEE PLAN -A- FIRE PROTECTION, - Otak SEE ARCH. ., - ANCHOR BOLT, SEE PLAN ' / - 2x TREATED PLATE TYP. \ Ilkie, Otak Architects, Inc. _-- •' :<,�-- :- .� :f •, a -- 112" EXP- JOINT 808 SW Third Avenue, Suite 300 _ < d. Portland, OR 97204" . 1 - -' - _°= -�• � �'- - - main 503.287.6825 r - - ; • . / '� '�/ `i '/� ; www.otak.com Z _ `,w'e. EACH FACE a < 4. \ \ \ j\ /\�\ �� • . , Q > 8"- � EACH WAY \\\/\\/ �S�D PRDF ` 4 ^�Lir SLAB REINF, SEE PLAN ili ��51 t,G N g /,� o "' } °/,; �_ NOTE. EXTERIOR PAVING, SEE CIVIL - �'�' L.1._ P-. ! . • VERIFY PIT& SUMP z - y+ — DIMENSIONS WI ARCH N. SLOPE, SEE ARCH. g •i r• i—� •` ELEV. MANUF. PRIOR TO CONC. PLACEMENT \ N. w II- CONC.� 8"TYP I I T.O. SLAB y/ A #5 AT 12"O.C. SUMP PIT < a r- ',1 EACH FACE •-• , -•.. : ,r, n a-. ,Al. .. 4,.- - .- • SEE ARCH COORD. WI ARCH. 1' 0' ' 0. EACH WAY, T&B1• • ; d ',';'4 .,gyp• y:°4 c _. jr__ EXPIRES: 12/311 19 s a TYP ' ° °° tL. = . - T.O. SLAB { \��\\/\\\/\�`� 'r ._0 /\ � M 3 29 2o�s4 '-• ) .---- ; - - 4 "••(6" . IA- • •_ i- - -. . , : "°-. 4. i <1- r ._ • SEE PLAN \\ \�i � /\\/� /\ />‘ >/-/ STAMP /\ t. _ (2)#4 CONTINUOUS 1O ¢ q'- . ", ' dy . DOWEL TO MATCH \/\\ \ \ \ \\\ —1 -r-eiri l r I_ Z 4 d: L5 v r) WALL RElNF. WI ��\/\\��/� Q . -• . - .i f- --� " - - . ° - . ; - . _ - - \ DBG PROPERTIES � _ .. - - � . . .•. STD. HOOK ,. iN L LC . -°' .e q'- r 'q" - - .<.. - �•q -. _ <`: a ]• -- - .. _ ....... Enayat DOWELS TO MATCH 7 .BARS WI 8" I z2 S EDGE OF PATIO DETAIL Schneidermith y ' " tr � #5 "Z" I —.-- _ VERT. WALL REINF , �j END LEGS AT 12" O.C" S8.02 1 �" = l'-0" Engineering, Inc. TYP -,, AROUND SUMP PIT o 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com 'I ELEVATOR PIT DETAIL AT CMU -- CONSULT s8,02 1" = 1 —0" ANT ' -- DOWELS TO MATCH 44-: WALL REINFORCEMENT "_ .{MIN) - SIZE & SPACING (f) -- WOOD STAIRS, I— a• - °`" - . • ✓`WALL BOTTOM STEEL SEE 121 S8.21 • - ; "-CONCRETE WALL •-° '` " . - - ' ' :" I .. LLJ ° ,� r L3x3x114"x6" LONG - Z C - , a . LS: = ¢ l (2) 112" DIA. THRU BOLTS - TOP STEEL&TIES, IF - .- . 4 - - ` AT STRINGER I IN VERT. SLOTTED USED, SEE FOUNDATION,- --'. - - - • - -/a- =- -� . HOLES W �/ PLAN&SECTIONS -- . a = '„r :° • -d SLAB PER PLAN 3° (2) 5/8"0 x 6" EMBED Q l a EXP. ANCHORS CLASS"B"TENSION LAP. TYP., I W AU q x '' ,' ;, SEE BAR LAP SCHEDULE - -, : .:- -d..-: 4 + Ce I 1 .- - -_,' - -4. :'. - ',14- 717-77 .,:-,, ,,i,:--1:,-_, -. ' < U") ° d o NOTES: U aU 1p\. , .: - ' - - 4• ,6 ) 1'1U io 6C a J ° . " °o, 1. SEE FOUNDATION PLAN FOR TOP OF FOOTING ELEVATION. LIJ w �y� '�,. 1 . r� 2. FOOTING STEP REINFORCEMENT TO N • f , I . JI )p � I MATCH WALL AND 1 OR FOOTING -0 Et W �, n CO 0 1. D REINFORCEMENT SIZE AND SPACING. (3) #4 CONT. W/#4 co 9 +� _ _ TRANS AT 16" O.C" - - THICKEN SLAB AT STAIR QCe BOTTOM STEEL AS SHOWN Y N Z - 1 N N-W Z 0 (6) FOOTING STEP / 7STAIR STRINGER TO SLABK 58.0NOT TO SCALE S8.02 1" = 1'-0" LL = 0 o W ren Z 0 TITLE # DATE DESCRIPTION REVISIONS SB,JD TN DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 02 .2018 OTAK. INC. if this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. STUD WALL, SEE PLAN Otak 2x4 FLAT BLKG. @ PANEL JOINTS WALL SHEATHING. SEE --- A Ilk PLAN IA ANCHOR BOLTS, PER PLAN PLAN POST, SEE PLAN WALL SHEATHING, Otak Architects, Inc. 2x TREATED PLATE 1/2" EXPANSION JOINT SEE 808 SW Third Avenue, Suite 300 ANCHOR BOLTS, PER PLAN WALL EDGE NAILING, CONC, SLAB, SEE PLAN Portland, OR 97204 5 WALL SHEATHING, / mainwww.o8 k.o2m / SEE PLAN 2x TREATED PLATE SEE PLAN FOR REINF .� \ / CONC. SLAB, SEE PLAN 1 �. , \ / POST, SEE PLAN FOR REINF. i. P Q Rare- •• ' SHEAR WALL SHEATHING - \' POST, SEE PLAN #5 @ 12"O.C. - _� I II I tic G I tv �rl/� 2x TREATED PLATE W/ - / & EDGE NAILING s ANCHOR BOLTS, PER PLAN \ - "Z" BARS @ 18" O.C. - --- x -`;a4 ' ' 8s r �. / ALT. TOP & BOT. HOOK 1 �"_ <., ° . ..., . ABU BASE < 6" Z . r -,f.er •WALL EDGE NAILING, "' ° SEE PLAN Co <� > ° (3)#4 CONT. - _ °�-� III\II � —�.J` ;=` _ lir �� SLAB, SEE PLAN \\\..,"7-1„,:7\; ,,, SLAB, SEE PLAN f }`�� EJtIN1fI�E3: 1� 1/ I� // FOR REINF, ,� — #4 T&B AND @ 12"O,C. 7 FOR REINF. "� �. . 1 _ #5 @ 12" 0.C. 3-29-2018 SEE PLAN FOR REINF y -• ° ,' " :' =. — -- , d.p 4,a s 4 CONTINUE CONT. FTG. �/� ALT. HOOKS REINF. THRU PAD FTG. / STAMP � e' r^4 • r .'.. 11 • ".. ri V - ei- i •. .° .t _ -.d Z _'..ea _ e- �\��\ - . ��t , e.- a.y-,-. a _ �` ` .. � , -_ _ CONT. FTG. BEYOND �, \` �.-, ,• - • �.- `4 d •' , � \ c° d/ - " / in """ ,,. < ; . -. REINF., SEE PLAN _ L / / / _ - I-V _ 6 .. 4 - `/` // r I _ S a _ { . _ d. °9 _ - - t _ .a ° b .A" q :"• a `� 4. A - m" - - _ lam\ �y 1^ ! I I I 4 1\1\//, \ ' • a ,i. la \/\ L 41 dY W a, d 1 I J /// a 3•' a' 9 '• d ° \ - 4- a la - _ d._ ° 'A • -" r n g na `_1 - 0_ 1 // i - - .• I-d aa'..d �I _ _ g - � I a- - - - -� - - - I I -g- - a_ .- - . -...„2.-_:,,...-... .:--_ _ - - - -� - - DBG PROPERTIES W \ I' a"4p• a a '•. ° CONT. FTG. BEYOND a �.• �..I' _ • ' " _,<• ' ' " g -� I I a .a �a I I i— y- 9- ° . _ • ."� _ •" d", da. ,' LLC W d a �\q.��ji• . 4: : . W _ rte'- --4 I . a a' I— I • 6 A • •: - .I Yt -' .4 " • di d \ W d,. -� r d' : W "dA - - `'< < ! - i• ,• _ 4 d �_ - r' a • "° • LU , • • • d - - a d 'tr, SEE PLAN FOR REINF. 1 • :'. 4 _ 1 cn • " " • = e. - ,, CONTINUE CONT. FTG. 0►A, SEE PLAN REINF. THRU PAD FTG. M SEE PLAN SEE PLAN ---- SEE PLAN FOR REINFORCING Enayat — ._ SEE PLAN Schneider — Is- LAP W/SLAB REINFORCEMENT, Smith /'+� SEE 1158.01 Engineering, Inc. rl-1-- 032 INTERIOR POST FOOTING _ EXTERIOR POST FOOTING (-33141 WALNUT STREET, STE. 203A 3 THICKENED SLAB @ POST ( 4 RETAINING STEM WALL FTG DENVER, COLORADO 80205 58. 1" = 1 -0 S8.03 1" = 11-0" S8.03 1 = 1-0" / 8.0 ,)3 1" = 1 -0 720.904.1234 www.essdenver.com CONSULTANT WALL STUD FRAMING, SEE PLAN 2x4 FLAT BLKG. @ STUD WALL, SEE PLAN PANEL JOINTS WALL SHEATHING, SEE PLAN 2x4 FLAT BLKG. @ PANEL JOINTS WAALNPLA SHEATHING. SEE ANCHOR BOLTS, PER PLAN a '' ANCHOR BOLTS, PER PLAN 2x TREATED PLATE 112" EXPANSION JOINT 2x TREATED PLATE 112" EXP. JOINT • • WALL EDGE NAILING, /— CONC. SLAB, SEE PLAN SHEAR WALL SHEATHING SEE PLAN FOR REINF- & EDGE NAILING CONC. SLAB, SEE PLAN / FOR REINF. a d 4 211..^ /1I` 611 � � a A - ... < e -�� ^ � � � � [ " #4 T&B AND AT 12" O.C. "' + JI \ d yA Z W #6@9"0.C. ,, .co. i • — —I I. #4 @ 18" O.C. ALT. HOOKS / 1—, r\//` d<:>: -6" 28"MIN. _-- (3)#3 DOWELS WI 6 =.A''2': z ---- SIMPSON AT-XP EPDXY W Z • INTO STEM WALL k) _____..':4:;" ___ '- ' A cc .w INTERIOR FTG. SEE PLAN Z FOR SIZE & REINF. _ �`�-- W Ct-- A M < ZC A ° ; a • REINF., SEE PLAN A Q. % 4 W '• i' w �. �:. i� 4 < CO L., SEE PLAN CL ��/ �! #6 @ 9"O.C. ALT. HOOKS Q0 Q 5 INTERIOR TO EXTERIOR FTG. CONNECTION N SEE PLAN FOR REINF. " a W S8.03 1" = 11-0" 'a CONTINUE CONT. FTG. • SEE PLAN FOR REINF, 0 REINF. THRU PAD FTG. "., -..° " _ � n YN z momalN N. id =n 4 a W a• W (u) ❑ z d as U cri SEE PLAN TITLE r s '6----) RETAINING STEM WALLFTG © LIDA PLANTE # DATE DESCRIPTION S8.03 1" = 1'-0„ REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03,29.2018 DATE 17154 PROJECT NUMBER S8 . 03 ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. L3x3x114 x 5'-0"W/518" DIA. x 6" - HAS @ 24" O.C. B" 4" 6" 8" BRIDGE BY OTHERSOtak ---\\.. \AL SITE PAVING, SEE CIVIL - - r �A Ilik . a " 1 Otak Architects, Inc. 5 , � v i - e 808 SW Third Avenue, Suite 300 6 S8.04 .}+.►4.�� - S8.04 • • , : _ - r Portland, OR 97204 __ _ STEEL FRAME, SEE ELEVATION ...~'0� rill main 503.287.6825 3/8 KNIFE PL + + + a _ . 314" DIA A307 ANCHOR ROD x rl BO BRIDGE HSS 5x5x318 - +•�• WI WASHER & (2) NUTS (4" 4„ www.otak.com SEE CIVILL J ..., A #5"Z" BAR @ 12" O.C.'y + • L T PROJECTION), VERIFY CAP PL, TYP _ QUANTITY W/BRIDGE MFR. _ • P • •_NOTE: ��' GI tv `•/NS & FS, , : . `� // STEEL FRAME &ANCHORS 10)#8 T&B, C4 ? F s,� 0 -'° ' ' • . \\ \\ \\ GRADE LINE, SEE CIVIL EA. WAY +TYP 114 \ I 114 ' r, ., \ �\\ NOT SHOWN, SEE 1 &2158.04 8.BRACE SEE - \ \ / I BASE PL 1 x 11 x 2'-0" z ° k , • • / \ i •,,II '\ /71 I #5 @ 12" O.C. EW. EF. \ \\ \\ \\ 1I4ELEVATION • 4 f • a \\/�\\/�\\/�\\/�\\\\ ��'/ y I I � 1 112" NON-SHRINK GROUT b / / / / / 0 Q+ �� yN 114pr /\//\//\//\//\//\ ° ;. �, . G. �NialriliES: 12/31/ ICI ; X �CO � �Cp C'� _ s J .6. t _ . n r " •r"4 d - - ° : '° 4, ••' • -• r 3-29-2018 Lox s X :► „ „ : � ... -- #5 DOWEL @ 12 O.C. ,�q... _ Lox do a d•. 4., _ Q e - :, a.. - .' /�//\�"I,//// /,,W/6" HOOK, TYP _ aea. -s q d; A ° STAMP — u) (6) 718 DIA. x 24 A307 4 = d .. .\ \ \ \ \ \ A GRADE [[ _ . . . - _ _:;" — _. r \//\/ / //\//\/ �/ %/ 1SEE CIVIL —III I I 1 - • - : _ � r x 4 x 4 PLATE WASHER �. •; _ / ," ;°_ L ' I WIDE COLUMN OF // // // // // // // // —.` 4. r — (6" PROJECTION) ° ` e° •.a °° •"ayGRANULAR a /�\ \\ \\ \\ \\ \\ \\ \\ \\\\ — ad ,b t ,.4J• • • \ \\ \\ \\ \\ \\ \\ \\ \\ \\ _ . I , n„ DBG ,LPROPERTIES -... y •` a_. ',r • 'dq - ,�>v...w:lf 5 .. "4-7, / - i. _ - ,aA a - r - 2-0 I LLC 58.04 . �joii imp or 1 • :- ' \/\/\/\/\/\/\/\/\/\/\ - 4 ° - 1 112" 10 112" 10 112" 1 112" .);_%_410,101,,n411,1%._ -1:- -• f i/%/%/%/%//\/j/ / / /\/\ N •: . _ • #Qx FOUNDATION, SEE •: \\. \.\\.\\.\\.\\�\\�\\\\\,\\\�\\�\\, � ' ��, d a . \ @ 12" O.C. PLAN r ° " j. - 4 "•._ ° - ' . . TOF - ° •' a• ,, ° ° .. _ . . , - " -. d - ••q, - .a ' _ - a' Enayat a °4 q d +: ' \ Schneider L _J 1 0 O 0 iti ., : a 4_ :• , " `. (2)#4 EA. SIDE Smith f'1� SEE PLAN ' " • _ " ° ' p • Engineering, • • > o > , o c, 0 . < . - . • - #�. = . = , i + ,•' �. r :•�' f 3141 WALNUT STREET, STE. 203A I • + DENVER, COLORADO 80205 6'-8" 720.904.1234 www.essdenver.com —� i TO GRADE y CONSULTANT SEE CIVIL SECTION A-A (6) #5 CONT., T&B -- -- - #5 @ 12" O.C., T& B SEE PLAN H 1 PEDESTRIAN BRIDGE FRAME ELEVATION • 2 PEDESTRIAN BRIDGE FRAME 3 PEDESTRIAN BRIDGE ABUTMENT (-47) BRIDGE FOUNDATION S8.04 1" = 1'-O" S8.04 , 1" = 1'-0" . S8.04 314" - 1'-0" 1S8. 1" = 1'-0" _—= BRIDGE BY OTHERS I I _ I I 1/4 f/ j CAP PL, TYP / CAP PLLLIZ WP doiL BO BRIDGE / SEE CIVIL * \\'\ M R 3/8 KNIFE PL --�� / \ " // / \ \ 114\ INE7 \ f 114/ Ce STEEL FRAME, I 1/4\ / a SEE ELEVATION I / a --1-/\/1— � BRACE, SEE 114. NS& FS, TYP a 0 ELEVATION - Cr) CY CI W N Q J N H / 5 PEDESTRIAN BRIDGE FRAME ( 6 PEDESTRIAN BRIDGE FRAME W Z 0 Q 58.04 1" = 1'-0" 58.04 1" = 1'-0" ..^ D CC LL = 0 w Lll co 0 I— a I- m TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 04 ©2018 OTAK, INC. if this drawing is not 24"x 36', it has been reduced/enlarged. Scale accordingly. Otak SQUASH BLKG.ABOVE _.....te.5 . -42.4 L HEADER TO MATCH TRIMMERS ATTACH PLYS W/10d AT WALL ABOVE Otak Architects, Inc. ROOF JOIST/FLOOR 12 O.C. STAGGERED WHERE OCCURS 'N, FLOOR SHEATHING, ---N- (NON-BEARING) 808 SW Third Avenue, Suite 300 JOISTS NOT SHOWN 2x PLATE,SEE 2/S8.21 SEE TYP. PER PLAN Portland,OR 97204 FOR CLARITY . ce FOR LAP main 503.287.6825 11-1 ATTACH HEADER NOTE: - www.otak.com en PROVIDE 10d NAILS -- TWO ROWS OF 10d ui 6 PLYS PER IBC / (2) 16d NAILS gi NAILS EACH ..,,I--= FASTENING SCHED. / I AT 12"O.C.AT NON- SPLICE LOCATIONS, ROW ON EACH SIDE OF ''' ,' : riD 0 \ I_nj Diii. PROF I / > TYP., U.N.O. TOP PLATE JOINT. . . . \it, 0_uj A = OVERLAP TOP PLATES 'scP, G I N a 1- / 1 AT ALL CORNERS& c.4 ÷ 44„ 71()i 4Tii/2(4 1 I I ' 1p I - 1 4.4:1'JOINT STAGGER 4`-0"JOINT STAGGER INTERSECTIONS -- DOUBLE JOIST 444 as - .....r. 6'.4 til e w P( . co - . . ___..... 1\ ATTACH MULTI-PLY -.., -- ..-- 03(0 STUDS PER IBC (3) 10d MIN r ip 41. ,,,'lir ccUi — FASTENING SCHED. • —.1*--------- .. 1 r FRAME OPENING . 1,s, a, - + + ÷ I /0 G. et*" , _ ....1-- _m- MIN(3) 10d AT EACH PLY < I I j I ii 1 I -„ ,- : 0 I . 77 I 1 i -.UP"' SEE MECH. FOR =U-1 OF HEADER I . . - SIZE I EXPIRES: 12/31/ 11 , 1 TOP BOTTOM Zi 1 _mai M HEADER, SEE PLAN /I L__ ..:,,,, -8 -1" --1--- KING STUD., SEE PLAN FOR PLATE PLATE CONT. JOIST OR - (NI= Cc \ 3-29-2018 tx /11 — _I QUANTITY.TYP. JOIST BLKG AT ;•"*--.(73 -- JOIST, SEE PLAN a. JOINT JOINT ---..... DOUBLE UP TRIMMER .J.....J' ..L.. 48"0.C. ___ HANGER BY STAMP STUDS AT JAMBS OF \, \''IL ---- WOOD STUD WALL, SEE /\..., — TRUSS MANUF. A- OPENING LARGER THAN SCHED. 6'-O"AT BEARING WALLS - WOOD STUD (2)SIMP DTC CLIPS AT U.N.O.ON PLAN. ..\ PARTITION WALL - EA. BLOCK NUMBER OF TRIMMER&KING STUDS (NON-BEARING) PLAN VIEW CALLED OUT IN HEADER SCHED. DBG PROPERTIP LLC I . = . . (- 1 TYPICAL HEADER DETAIL 2 TOP PLATE JOINT DETAIL ( 3 TYP. NON-BEARING WALL DETAIL 6-1• TYPICAL FRAMED OPENING S8.21 NOT TO SCALE S8.21 NOT TO SCALE 8.21 1" = 1-0" .8.2y NOT TO SCALE A --- , Enayat a f= Schneider A __- Smith Inc , 3141 WALNUT STREET, STE.203A DENVER,COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT / \, I , LAM WITH: BUILT UP COLUMN .,: OR POST, SEE PLAN \ NN, 4 BOLT MOREAT 8,,O.C.2X4(ANDALT.2sxi6m:p1/2s'D'OwT2H2R).0 3-2X6:TWO ROWS OF 30d COMMON WIRE NAILS AT 8"O.C.APPLY ONE ROW TO E.A. FLOOR TOPPING, SEE PLAN 2x STUDS PER PLAN SIMP SDS 1/4"x8"SCREWS @ 10" 2x WALL STUDS, - FACE(ALT. SIMP SDW22). O.C. IN LIEU OF SHEAR WALL SEE PLAN -- --"-N__ ___/\f___. CONN. PER SCHEDULE 2-2X6:TWO ROWS OF 10d COMMON WIRE / FLOOR SHEATHING, SEE PLAN CORRIDORS : UNIT: FLOOR TOPPING, SEE PLAN SIMP A35 EA. NAILS AT 6"O.C. TYP. FLOOR SIDE OF POST- I / EDGE NAILING TOP AND BOT 3-2X4: ONE ROW OF 30d COMMON WIRE . - • _ . ... , ..: • FLOOR TOPPING PER -- . ' ,//-- FLOOR SHEATHING, NAILS AT 8"O.C. STAGGERED,APPLY(1) 1 CU, SEE PLAN NOTES TYP. FLOOR SHEATHING, SEE PLAN PLAN I : . SEE PLAN I TREATED ROW TO EA. FACE(ALT. SIMP SDW22). , _ 2 - PLATE,TYP. I \ \ (------- 2-2X4:ONE ROW OF 10d COMMON WIRE NAILS AT 6"0.C. STAGGERED. ; E 1 1 I FLOOR SHEATHING OVER 3x T&G DECKING / 1 ors- (r) \ I I I L / \ PER PLAN SHEAR WALL EDGE NAILING PER SHEAR , , :_---------. WALL SCHEDULE ,--o''.' 'N El 1: — JOIST, SEE PLAN I-- Z W 2 JOIST, SEE PLAN L (2) 16d INTO BOTTOM OF 10d TOE NAILS @ 6"0.C. EA. STUD . • _,. -r,...- „.-;, - ' \-- JOIST,SEE PLAN SHEATHING PER ---------- -1-/V.,-- LAP, SEE 2/S8.21 Ct - r -_.- , - BEAM, SEE PLAN SHEAR PLANS M BEAM,SEE PLAN SIMP. IUS HANGER U.N.Q. FIRE BLKG. @ LUCl- CONC. BASE T&G DECKING CEILING LINE M < 1 5 TYPICAL BUILT-UP COLUMN/POST 6 DETAIL 7 FLUSH WOOD BEAM 8-- CORRIDOR WALL Cl) S8.21 NOT TO SCALE S8.21 1" = 1'-0" S8.21 1" = 1-0" S!.2_1 / 1" = I-0" < < i— (2) 10d NAILS @ 6"O.C. LI.. LU (STAGGERED NAILS) < CD 0 1 1/8"PLY THREAD, ORIENT SO THAT FLAKES ARE PARALLEL 0 TO THREAD LENGTHJOIST, SEE PLAN CO ;.. Z Ci an co STITCH NAIL W/(2)ROWS OF 10d @ 8"0.C. gl (STAGGERED) N N- W Z a) g mem n ce LI_ 2x12 DF#2 STAIRLi.. i Ct Plc II0 e W d (I) „, 0 0 ...i. HANGER, SEE PLAN Na$ 'c. TITLE A. 1' BEAM, SEE PLAN 2x PLATE WITH 16d NAILS 2x EXT. STUD WALL, 2x PLATE WITH 16d NAILS # DATE DESCRIPTION AT 16"0.C. U.N.O.ON AT 16" 2x STUDS PER PLAN SHEAR WALL SCHED. SEE SCHED. SHEAR WALL SCHED. 2x EXT.STUD WALL, SIMPSON CS16 x 5'-0" SEE SCHEID. 2x PLATE W/16d @ 6" - CONT.6x12 AT 2-HR SHEAR WALL EDGE SHEAR WALL EDGE ON SHEAR WALL,SEE 1/S8.22 NAILING, SEE SHEAR Av---- NAILING, SEE SHEAR CU, SEE PLAN NOTES WALL PLANS WALL SCHED. WALL SCHED. SHEAR WALL EDGE FLOOR TOPPING, PER PLAN CU, SEE PLAN NOTES TYP. FLOOR SHEATHING, PROVIDE GAP IN PROVIDE GAP IN SEE PLAN NAILING PER SHEAR IlL WALL SHEATHING WALL SCHEDULE IL FLOOR SHEATHING, PER PLAN WALL SHEATHING r TYP. FLOOR SHEATHING, / SEE PLAN -711. ' 4. t - ° - (4)2x12 DF#1 STRINGER CUT , - - , ' ! / TO LEAVE 5 1/2"SECTION gm.- 1 1/8"PLY STAIR TREAD W/ 7-7-- 1. -= 11.-Ammpv , - FLAKES ORIENTED PARALLEL ' / , ' - ; ,,;,,,- - SHEAR WALL EDGE e TO LENGTH OF TREAD REVISIONS f , ; _ ....-..........._ SHEAR WALL EDGE NAILING, SEE SHEAR WALL SCHED. _----------------Ar'. NAILING, SEE SHEAR WALL SCHED. ]\ I I 1 IIII 1 I SB,JD TDS FLOOR SHEATHING EA Iff \ 41 001 NX DRAWN BY CHECK BY SIMPSON A35 @ 48" Plo-_........._ \\ FLOOR JOIST PER PLAN EDGE NAILING \-- JOIST, SEE PLAN 0.C. U.N.O. ON SHEAR \ PERMIT SET WALL SCHEDULE FLOOR SHEATHING JOIST, SEE PLAN ITS HANGER EXTERIOR SHEATHING, \ 1 1/2"CONT. LSL BLKG.W/10d EDGE NAILING STATUS TOENAIL @ 8"0.C. U.N.O.ON (2) (2) L_____ (2)2x PLATE,SEE 2/S8.21 SEE SHEAR WALL PLANS 2x12 DF#1 STRINGER CUT 2x PLATE, 03.29.2018 SHEAR WALL EDGE SHEAR WALL SCHEDULE FOR LAP VERIFY W/ARCH TO LEAVE 5 1/2"SECTION NAILING PER SHEAR EXTERIOR SHEATHING, FOR LAP SEE 2/S8.21 -..,‘ 3- DATE WALL SCHEDULE SEE SHEAR WALL PLANS 4'-O"MAX JOIST, SEE PLAN(WITH WEB — 17154 STIFFENER WHERE REQ'D BY 2x FIRE BLKG.@ CEILING LINE BLOCKING AT MANUF. BOTTOM OF JOIST, PROJECT NUMBER SEE DTL 2/S8.22 FOR EACH STUD SPACE CONDITION WHERE (2)2x PLATE-FOR LAP DETAIL A POSTS ABOVE OCCUR SEE 2/S8.21 S8 . 21 r-9-- BEARING WALL 1( I-JOIST PARAL. TO EXTERIOR WALL 11 I-JOIST PERP. TO EXTERIOR WALL 12 STAIR DETAIL 02018 OTAK,INC. 1" = 1-0 1"1" = 1-0" EI.21 1" = 1-0" S8.21 1" = 1-0" lf this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. . . (ACESFlA6 cx El 80"F POST) Otak SIMP A35 BOTH /\/ SIDES OF POST, ---- STUD WALL FRAMING __ _ __ , __ L TOP AND BOT PLY SHIM -- . 0° - TYP. FLOOR SHEATHING, _ SEE PLAN Otak Architects, Inc. -- POST UP TO BEAM OR . GIRDER TRUSS,ABOVE 10d TOE NAIL @6"O.C. -----... _ -7-----14-r, - FLOOR FRAMING FROM TOP PLATE TO 808 SW Third Avenue, Suite 300 WHERE OCCURS BEAM ° Portland,OR 97204 - CU, SEE PLAN / TYP. FLOOR 0°\ -6.-\\ ..\ \ ,\., \ \ ,‘ \ main 503.287.6825 SHEATHING, SEE PLAN (2)CS16x14"(ONE ON EA. ,.. ,,,,, 0. vvvvw.otak.com A 10d TOENAILS @ 6"O.C. Willi OPPOSITE FACE)OF EA. L TYP. FLOOR SHEATHING, -- - - _ %NW : :1„1,--.' ' ' '' STUDOFWINGVALLT 'P.OF WING WALL,TYP. .° DOUBLE 2x TOP PLATE WALL SHEATHING, SEE PLAN SEE PLAN •,-:I .° -° --Av-- _ \''' ' 4..., ' IA - . . . - , — --s-Mr. - - „ „ , _ , _ 11 li ° : .° .° i 1 o . '..--- CANTILEVER BEAM, SEE PLAN cac - a• -t r'-- lir 'l-------'''''''- SHIM AS REQ'D < IL .1 1 ' ITE \ I I I 1 I:I NOTE: USE TYPICAL WALL SHEATHING BOTH ''''' '''- POST CAP, SEE PLAN --...e% A _.....00%..- i SIMPSON A35 TOP&BOTTOM OF BLOCKING /41# ir • ,,,47,,,,,,,,, ..m. 1 / _ \ "Ails JOIST,SEE PLAN / -----. POST, SEE PLAN STEEL CANOPY BY OTHERS 1 / WALL STUD •- ituili / 10d TOE NAILS AT 4" JOISTS PARALLEL FRAMING, SEE PLAN .MINIIII ---_ • TYP. FLOOR FRAMING, TO WALL WHERE CS16x23"WRAP AROUND -,, I EXPIRES: 12/31/ 19 0.C.,TYP. BOTH 2x PLATE W/ANCHOR liritii.• SEE 9/S8.21 SIDES, STAGGERED -,\, \ NOTED BOT. PLATE TO OPPOSITE .: f .° BOLTS, SEE PLAN 'Ini: J 3-29-2018 SIMPSON LTP4 @ 18"O.C. / \ FACE OF STUD, TYP. EA. .° Pc@ STAMP STUD _,___I-1 - U.N.O. ON SHEAR WALL 6x12 PROVIDE SOLID BLKG. UNDER (2)2x PLATE,SEE 2/S8.21 - 2"SQUARE PLATE SCHED. POST IN FLOOR CAVITY TO MATCH FOR LAP . " 1'-0"MAX 0° 0° WASHER AT EA. WIDTH OF WALL. WHERE JOIST I ..,,. HANGER,SEE PLAN ARE PERP.TO WALL, SET BLKG POST DOWN DOWN TO /___I ___ INTO ONE JOIST SPACE. WHERE '4".:.- --.' °-:- : ,-;:- (2) 1/2"DIA THRU BOLTS FOUNDATION TO JOIST PARALLEL TO WALL, BLKG IS MATCH ABOVE U.N.O. /i -.. - -4:4-:‘ :' ' , : : .--:- -/----- CONC. STEM WALL, ., .., _ BOLT TRIPLE 2x6 BLOCKING @ 4'-0"O.C.0CMAX, DBG PROPERTIES 12"LONG MIN. (CENTERED AT CANTILEVER BOTTOM PL. SEE PLAN OR HEADER BETWEEN LLC POST) EDGE OF WING WALL - • - ' -A. '4 • ' * , v.- .- STUDS \/X '- /, . . Enayat 1110-=7,7 1 2-HR STAIR ELEVATOR 2 TYPICAL BLOCKING BETWEEN FLOORS ( 3 / WING WALL DETAIL 4 EXTERIOR CANOPY Schneider S8.22 1" = V-0" S_8.22 1" = 1'-0" 8.21" = 1-0" S8.22 1" = 1-0" Ertgingteriv,' , ,, bc. , 3141 WALNUT STREET, STE.203A DENVER,COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT ____/\j.____ STUD WALL FRAMING ABOVE, z- SEE PLAN GYPSUM SHEATHING, 2x PLATE --",—\,/\-- STUD FRAMING ABOVE SEE ARCH. • , . GYPSUM SHEATHING, SEE ARCH. • FLOOR SHEATHING, , WALL STUD FRAMING, . . CU, SEE PLAN 14"MIN. ...x v. CU,SEE PLAN - , FLOOR SHEATHING, SEE PLAN WALL STUD FRAMING, SEE PLAN i WALL SHEATHING, SEE PLAN - 1 '#''' . . , . ,,, ,0 Cf) FLOOR SHEATHING, SEE PLAN Z ' r 1 ar ' FLOOR EDGE EDGE NAILING,SEE PLAN DOUBLE 2x PLATE %WALL EDGE EDGE NAILING, SEE PLAN -I '''''Y CS16 CONNECTING TOP — i l> z 10d TOENAILS lirag 1 Z..,d PLATES ON OUTSIDE _— BEAM, SEE PLAN LLI WALL EDGE NAILING, SEE PLAN FACE OF WALL •., ------ STOP TOP PLATES ON @ 6"O.C. -----------, A &t F.....,,,, EA. SIDE OF BEAM CO kt PACK AS REQ'D , . — .." ,„ei 4 a: CORRIDOR DECKING, — PROVIDE STUB POST SEE PLAN limn I— ang - / f1 / , -:..4-- -- STE EL CANOPY BY OTHERS 5 PFORSOTM B_AM S(2) 1/D4"xO3"SDAS UFMROMSGID, E UNANIDLEERD TBOEAEMACWHITSHIDSETUD I-JOIST, SEE PLAN :.':*: M2;- : I I A \ tv) SEE PLAN HANGER, SEE PLAN . ; 3x8 LEDGER W/(3) 1/4" 'm° cn ., POST, SEE PLAN DIA.x 6"LAG SCREWS W __I : . . . DOUBLE 2xI-JOIST FRAM11, N 2'-0"MAX — —• ! _ AT 6"O.C. PLATE SEE PLAN -..e 14. < < ---N-- (4) 1/4"DIA x 6"LAG SCREWS STITCH NAIL STUDS TO SIMPSON LTP4© 18"0.C.@ 18"O.C. MAXIMUM BOTH SIDE OF POST& LLI ITS HANGER, . U.N.O.ON SHEAR WALL TYP. BEEAM SCHED. 1114C 0 0 BEAM,SEE PLAN co f= 0 ri. z I 5- EXTRERIOR CANOPY AT STAIR r--6 TYP. BEAM TO COL CONNECTION AT EXTERIOR 7 INTERMEDIATE LANDING ( 8/ CORRIDOR/UNIT WALL AT 2HR FIRE RATING CI w or) 1" = 1-0" ! 1" = 1-0" S8.22 1" = 1-0" 8.22 1" = I-0" N N- g LLI z (3) cs w u) ct 0 N. 0 0 —I in= cep. 1::: LJ GYPSUMSHEATHING, TYP.WALL EDGE SEE ARCH. NAILING, SEE PLAN TITLE GYPSUM SHEATHING, 7,, SEE ARCH. A # DATE DESCRIPTION CU,SEE PLAN v-- /\,_____ --A V TYP. FLOOR SHEATHING, CU, SEE PLAN 2x PLATE \ SHIM AS REQ'D SEE PLAN FLOOR SHEATHING, / CORRIDOR DECKING, TYP. FLOOR SHEATHING, SEE PLAN SEE PLAN SEE 9/S8.21 _ FLOOR SHEATHING,SEE PLAN 6x12 -.....--- t, . DOUBLE 2x TOP PLATE 'I ‘ 1 1 - ..,,,.. --, , AT EXTERIOR WALL 10d TOENAILS - `-.1; / `WE 1:1 A. ...i \ \ I 10d TOENAILS©6"0.C. -1--,,,,, . &Iola 1 s..... • , ,, _ SHIM AS REQ'D <> ' ' ' — 0 VESTIBULE DECKING, REVISIONS ---- -_,..li., a: 7....1":4SEEPLAN WALL STUD FRAMING, 2 -..illi..._ 14"MIN. EA. 7 .k SEE PLAN 71:Mt SIDE OF STEP SB,JD TDS FLOOR FRAMING, 2x8 BLKG BETWEEN ..., ii... DOUBLE 2x TOP PLATE :HI SEE 9/S8.21 STUDS DRAWN BY CHECK BY AT CORRIDOR WALL I 3 ‘ --,-- CORRIDOR DECKING, SEE PLAN 0: 3x8 LEDGER W/(3) 1/4" 6x12 CS16 FROM BLKG TO \ PERMIT SET DIA.x 6"LAG SCREWS CORRIDOR TOP PLATE STUD WALL FRAMING, STATUS z VESTIBULE DECKING, AT 6"O.C. HANGER, SEE PLAN EA. FACE OF WALL SEE PLAN 03.29.2018 3x6 LEDGER W/(2)1/4"DIA.x 6" SEE PLAN , —....../Nr____ — V _..../\/ DATE LAG SCREWS AT 6"STAGGER i'...: LAG SCREWS W/SCREWS ,- SIMPSON LTP4 @ 18"O.C. - SIMPSON LTP4 @ 18" 17154 - FROM LEDGER ON OPPOSITE U.N.O. ON SHEAR WALL O.C. U.N.O. ON SHEAR SIDE SCHED. WALL SCHED. PROJECT NUMBER BEAM,SEE PLAN S8 . 22 0 2018 OTAK,INC. r 9 CORRIDOR BEEAM W/ LEDGER r.-10 VESTIBULE WALL AT 2HR FIRE RATING (-11- 2HR WALL AT OPENING/UN1T 12 TOP PLATE STEP AT EXTERIOR/CORR1DOR WALL If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. 8.22 1" = 1-0" S8.22 1" = 1-0" 8.221" = 1-0" S8.22 1" = 1'-O" 0. ,,,t,tpa,„‘tk ie-A __ SIMPSON A35 TOP&BOT. STUD WALL FRAMING, .. OF BLKG, EA. END SEE PLAN Otak Architects, Inc. EXTERIOR MODIFIED 808 SW Third Avenue, Suite 300 AV* BALLOON-FRAMED WALL GYPSUM SHEATHING, Portland,OR 97204 (3) 16d TOENAILS EA.SIDE SEE PLAN main 503.287.6825 OF BLKG.TO STUD www.otak.com EXTERIOR MODIFIED _ FLOOR SHEATHING, BALLON-FRMED WALL A SEE PLAN V2 \ \ , a \\ \\\\.\\ .cn \\\ \\\\\ Y /7- :), v 0 41 ...,I/ SIMPSON GA1 FROM TOP N \ t SIDE OF WALL PLATE TO 6x12, BOTH 1% G. AA STAIR LANDING JOIST, I EX)}t2S. 121311 SIMPSON CS16 FROM INTERIOR PLATFORM SEE PLAN • ici SIMPSON GA1 FROM TOP PLATE TO BLOCKING FRAMED-WALL W/6x12, SOLID 6x10 BLOCKING 3-29-2018 TOSEE 1/58.22 STAMP PPIA E BLKG. " _1�_ BETWEEN STUDS AT TOP FLANGE HANGER, LEDGER ATTACHMENT - SEE PLAN �` LSL BLKG BELOW T-1_" LJ �`' INTERIOR PLATFORM — FRAMED WALL W!(1)PLY 2x8 LEDGER W/(2) 114"DIA.x 6" -t LSL BLOCKING LAG SCREWS AT 6"Q.C., D B G PROPERTIES STAGGERED LLC _ '- \%.a.f' r---; l TOP PLATE STEP AT EXTERIOR TO INTERIOR WALL 2 TOP PLATE STEP AT 2HR WALL 3 STAIR LANDING LEDGER (2HR FIRE RATING) Enayat 8.23 1" = 1'-0" 58.23 1" = 1-0" S8.23 1" = 1'-O" Schneider Smith y I inc. Brny, 3141 WALNUT STREET, STE.203A DENVER,COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT CO F- z w Cl) F— F-- - Z Et W Cl— _ M < I - i COCe a F-- a. w < 0 0 W 0 M Cil W N J � N M W Z0 - LL LL = o W u) ct 0 _ o0 0 � F- LL TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 23 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. DOUBLE 2x PLATE SHEAR WALL EDGE SHEAR WALL EDGE NAILING, SEE SHEAR NAILING, SEE SHEAR WALL SCHED. DOUBLE 2x PLATE WALL SCHED. (2) 10d AT EA.TRUSS Otak PROVIDE SHEATHING BOTH SIDES OF TRUSS. PROVIDE SHEATHING - 8d @ 6"O.0 EDGE NAIL 8d @ 6"O.C. EDGE NAIL BOTH SIDES OF TRUSS. TYP ROOF EDGE NAILING EXTEND TRUSS END VERTICAL MEMBER (2) 10d AT EA.TRUSS EXTEND TRUSS END TO FORM PARAPET& p. ....65 I VERTICAL MEMBER :_��,.._ `r'' A 8d @ 6"O.0 EDGE NAIL Otak Architects, Inc. - DESIGN FOR+/-82 �1=: TO FORM PARAPET& ROOF EDGE NAILING 10d TOENAIL AT 6"O.C. PSF WIND LOAD 8d @ 6"O.C. EDGE NAIL , (E6) 10d NAILS AT EA. TYP. ROOF 808 SW Third Avenue, Suite 300 IN _" DESIGN FOR+/-82 Portland,OR 97204 v PSF WIND LOAD : ± ROOF EDGE NAILING END OF BRACE TYP. ROOF SHEATHING, SHEATHING, " SHEAR WALL EDGE g ROOF EDGE NAILING : U R SEE PLAN main 503.287.6825 _ (3) 10d AT EA. SEE PLAN x TYP. ROOF SHEATHING, www.otak.com NAILING, SEE SHEAR w o TYP. ROOF SHEATHING, SHEAR WALL EDGE BLKG. TYP. 2x6 BLKG. BETWEEN w-' w i? SEE PLAN SLOPE, SEE WALL SCHED. d; SEE PLAN NAILING, SEE SHEAR wTRUSS. TYP TOP& ARCH. SLOPE (3) 10d TOE NAIL TRUSS SLOPE, SEE ARCH. WALL SCHED. Nt" SLOPE, SEE ARCH. BOT OF BRACE Ill SEE ARCH. TO PLATE 2x$CONT. BLKG. �. ., (I, PRQ� : ::: �f J! _.... 1 - x x �a _ % cc a f- �x J 24 O.C. U.N.Q.ONSIMP A35 ANGLE @ 24 '� ( I -. ON p ill „fel' ED. ///10d@6"O.C. EGIRRUSS ETWI WALL-DESIGN FOR 300 BYOTHERSS -14, .4,G. Et14` SEE ARCH. /` BY OTHER '� �� e � I PLF �- T.O. PL. 1 . 1 EXPI2ES: 12/31/ 19 /, z SEE ARCH. := \\I 2x6 BRACE AT 10d TOENAILS AT 6"O.C. . L SHEAR WALL EDGE _.......... �� HANGER BY 6'-0"O.C.TYP. U.N.O.SHEAR WALL �,.,,. 3 29-2018 I x TRUSS MANUF. SHEAR WALL EDGE \ ? _ _ ---- _ SCHED. TRUSS BLOCKING AS SIMP H2.5A AT EA.TRU STAMP NAILING, SEE SHEAR � cv ,r � REQ'D BY MANUF. SS WALL SCHED. / � NAILING, SEE SHEAR : \ "x " �` (ADD'L H7Z AT GIRDER TRUSS) --� r 1 V*- WALL SCHED. fx, N x X X.-- X \ TRUSS BLKG. �+ ROOF TRUSS SHEAR WALL EDGE NAILING, •�`�-�--L�� 10d TOENAIL AT 6" 10d TOENAIL AT 6" / O.C. U.N.O.ON SHEAR 10d @ 6"O.C. -- BY OTHER BETWEEN TRUSSES, SEE SHEAR WALL SCHED. O.C. U.N.O.ON SHEAR A35 ANGLE AS NOTED �" SEE 11/S8.31 l WALL SCHED. WALL SCHED. ROOF-RUSSES BY OTHER ON SHEAR WALL SHEAR WALL EDGE DBG P R O P E RT I E, ROOF TRUSSES BY OTHER SCHED. NAILING, SEE SHEAR (2)2x PLATE, FOR SHEAR WALL SHEATHING, LLC HEADER WHERE H2.5A AT EACH TRUSS WALL SCHED. LAP SEE 2/S8.21 SEE SHEAR PLANS HEADER WHERE H2.5A AT EACH OCCURS,SEE PLAN - (ADD'L H7Z AT GIRDER TRUSS) SHEAR WALL SHEATHING, OCCURS, SEE PLAN /&-- TRUSS(ADD'L H7Z AT • (2)2x PLATE, FOR SEE SHEAR PLANS 2x INT. STUD WALL, SEE SCHED. : EXT. SHEATHING, SEE GIRDER TRUSS) ' � r.1� rf EXT.SHEATHING, SEE (3) 10d TOENAIL LAP SEE 2/S8.21 2x INT.STUD WALL, Enayat SHEAR WALL PLANS (2)2x PLATE, FOR SHEAR WALL PLANS TRUSS TO PLATE LAP SEE 2/58.21 SEE SCHED. Schneider '` 2x EXT. STUD WALL, 2x EXT. STUD WALL, (2)2x PLATE, FOR Smtth V��,. SEE SCHED. " 2'-O"MAX. 3- SEE SCHED. LAP SEE 2/S8.21 e ' (--4---, 3141 WALNUT STREET,STE.203A 1 ROOF TRUSS PARAL. TO EXT. WALL ( 2 ROOF TRUSS PERP. TO EXT. WALL 3 ROOF TRUSS PARALL TO INTERIOR WALL ROOF TRUSS PERP. TO INTERIOR WALL DENVER, COLORADO 80205 S8.31 1" = 1-0" S8.31 1" = 1-0" S8.31 1" = 1-0" S8.31 1" = 1-0" 720.904.1234 www•essdenver.com 2" 4" 2" ,_I N. CONSULTANT MIR WALL SHEATHING, SEE PLAN OVERBUILD FRAMING, SEE ARCH TYP. ROOF EDGE NAILING BEAM, SEE PLAN 2" 4" 2" T GUARD RAIL BY GUARD RAIL BY OTHERS -*---0, _ - I ;))/ OTHERS WALL EDGE NAILING, SEE PLAN ROOF SHEATHING, SEE PLAN -- SEELFSAHN THING, OVERBUILD FRAMING, SEE ARCH O CONCRETE TOPPING, 10d TOE NAIL @ 6"O.C. : ::::EATHING, TYP. FLOOR EDGE NAILING, UNALI I -- GUARD RAIL BY GUARDRAIL BY TYP, FLOOR EDGE NAILING, O 1 I O SEE PLAN SCHED. SEE PLAN MAX THICKNESS=2 1/2", ' 2x PLATE WITH 16d NAILS @ 6" yi OTHERS OTHERS SEE PLANrOI - SECTION A-A O,C. U.N.O.UNOON SHEAR WALL iti�i I - CONCRETE TOPPING, I 2x PLATE WITH 16d NAILS 6 A-A IP. SCHED. WALL SHEATHING, SEE PLAN TYP. FLOOR NAILING, -` O i O MAX THICKNESS=2 1/2", O,C. U.N.O. ON SHEAR WALL TYP. FLOOR EDGE \ SEE PLAN 10.---" _ t NAILING, SEE PLAN TYP. FLOOR SHEATHING, SEE ARCH SCHED. SAWN LUMBER JOIST, SLOPE SEE PLAN SEE PLAN SECTION A-A - FLOOR SHEATHING, PL3/8x8x9 1/4 PL BOTH SIDES OF BEAM W/(4} SEE ARCH. TYP.WALL EDGE NAILING SEE PLAN FLOOR SHEATHING,SEE A-A J SLOPE PLAN 1/2"DIA.THRU BOLTS - . - - ',`., -: . - <. - {{ DOUBLE 2x PLATE, SEE 2/S8.21 ,,,,, k PL3/8x8x91/4 BOTH SIDES SEE ARCM. cq � � � r► IA ) ROOF SHEATHING,SEE PLAN OF BEAM W/(4) 1/2"DIA. I - ,,,,„A. ��,,.►� THRU BOLTS 'v_ , o.,, iv inn __►�,!!Ir„ , c, N 1 - ,),,.,i„ . r..,- ori r� I ch (3) 10 @ BLKG., P WALL SHEATHING, SEE PLAN � �,l�ill; 1. (V Amt. I r�t I 11 I o, 0,1 . z _ 2x PLATE W/16d NAILS @ 6" vs vs _ ;� cn Iri\ TRUSS G. BETWEEN O.C. U.N.O.ON SHEAR WALL W ;swirl ._.�---, �: WELD GUARD RAIL FULL SCHED. cc DEPTH OF PLATE 'mila _ WELD GUARD RAIL FULL )IP: '� ` (2)2x8 RIM BOARD FLOOR JOIST FRAMING, (6) 10d NAILS @ END TYP. ROOF EDGE NAILING, M DEPTH OF PLATE SEE PLAN OF BRACE SEE PLAN (2)2x8 RIM BOARD FLOOR JOIST FRAMING, TOP FLANGE HANGER, l W - SEE PLAN SEE PLAN SIMPSON A35 FROM ' SOLID PACK AS REQ'D �-- H2.5A BOTH SIDES OF JOIST 2x BLOCKING - BLOCKING TO EA. STUD A + + Ili G <' GLULAM BEAM, SEE PLAN DECK JOIST, SEE PLAN STUD WALL FRAMING, i" SIMPSON A35 @ 24"O.C. SIMPSON A35 FROM SEE PLAN \` � PPLNAN ON SHEAR WALL W Cf) TOP FLANGE HANGER, BLOCKING TO EA. STUD 10d TOENAIL @ 6"O.C. H2.5A BOTH SIDES - 40 TO 60 DEG. 2x6 BRACE AT < SEE PLAN - i. J TYPICAL WALL EDGE OF JOIST NOTE: DECK FRAMING SAWN 6"O.C.,TYP. `411.fi�, � NAILING as I- DECK JOIST, SEE PLAN NOTE: DECK FRAMING SAWN STUD WALL FRAMING, LUMBWER SHALL BE PRESSURE - ROOF TRUSSES -----4.-- LUMBWER SHALL BE PRESSURE SEE PLAN SIMPSON A35 @ 24 O.C. 2x8 LEDGER W/(2) 1/4 TREATED, GLULAMS SHALL BE 2x8 LEDGER W/(2) 1/4" TREATED GLULAMS SHALL BE DIA.x 4"LAG SCREWS EXTERIOR GRADE BY OTHERS I� IP <DOUBLE 2x PLATE W DIA. x 4"LAG SCREWS GLULAM BEAM, SEE PLAN @ 12"0.C. Q EXTERIOR GRADE _ SIMPSON A35 @ 12"O.C. STUD WALL FRAMING, Uw) EL r V 5 DECK WITHOUT CANTILEVER 6 DECK AT CANTILEVER LOCATIONS � HIGH ROOF FRAMING PARALLEL TO WALL SEE PLAN (7.'\ n W co z I-0" =mi 58.31 1" = 1'-Q 58.31 1" = 1'-0" s8!!-31_,) 1" = 1'-0" ,N M DOUBLE 2x PLATE � W Z 0) 8d @ 6"O.C. EDGE NAIL g TYPICAL ROOF EDGE NAILING (2) 10d @ EA.TRUSS TYP. ROOF EDGE NAILING = O CI- u' BEAM, SLOPE, TYP.WALL EDGE Wu)W n SEE ARCH. TYPICAL WALL EDGE NAILING • �..,,,� BEAM, SEE PLAN .6 SEE PLAN NAILING, SEE PLAN .r�-� ROOF EDGE NAILING, P. O 0IP�, 2x BLKG. SEE PLAN �y -( SlMPSON A35 @ 24"O.C. = CS16 x 18"BOTH SIDES OFImi" L.L.. EXTEND TRUSS END ;� EACH WALL STUD \ VERTICAL MEMBER TO ¢ 2 TITLE FORM PARAPET& w q ROOF SHEATHING, STUD WALL FRAMING,SEE PLAN DESIGN FOR+1-82 psf uwi SEE PLAN ROOF SHEATHING, SEE PLAN TYP. ROOF SHEATHING # DATE DESCRIPTION FACE MOUNT HANGER, ROOF EDGE NAILING, SEE PLAN WIND LOAD FULL HT TRUSS BLOCKING SEE PLAN // P > 10d TOE NAIL @ 6"O,C. SEE PLAN ` "' 10d TOENAIL @ 6"O.C. frit ° . ""'-=- ,. TYP ROOF El NAILI G TRUSS BLKG. BY TRUSS TYP. ROOF EDGE TYP.WALL EDGE �..li ° --� � yµ F DGE N MANUF. DESIGN FOR 300 NAILING ROOF JOIST, NAILING, SEE PLAN ".,� SEE PLAN H2.5A BOTH SIDES OF ° ° o PLF SHEAR LOAD ROOF SHEATHING, SEE PLAN TYP.WALL EDGE PROVIDE A TRUSS VERTICAL JOIST = \ ,off ° °° ~ NAILING,SEE PLAN AT BLKG. LOCATION,TYP. 3 SIMPSON A35 @ 24" _°° 1 O.C. U.N.O. ON SHEAR °' `�-- ,,>.,-s -r. .- - r....... . . 4111 / --`- ° E ► i X i I I WALL SHEATHING, SEE PLAN WALL SCHED. 2x8 CONT. BLKG. B/W ,� ° ° ° ° ° TRUSS BLKG ' °.�.. J TRUSSES ° °° ' '�� ° J _ ° ----- -- 10d TOE NAIL AT 6"O.C., / ° A U.N.O.ON SHEAR WALL 10d TOENAIL AT 6"Q.C. �Ff2.5A @ I.A.TRUSS 0 - ° O SCHED./ (H7Z @ GIRDER TRUSS) WALL SHEATHING 14 _ REVISIONS BOTH SIDE OF .� o /______/\i___ `�r-- N\, 3PARAPET,SEE PLAN ° r _�\�_ _,____./\r____ T.O. PL. �� .°.► ° I SEE ARCH. ° m F / \ SIMP A35 ANGLE AS DRAWN BY CHECK BY // ROOF TRUSS BY OTHER z M 2x BLOCKING B/WNOTED ON SHEAR I iv / TRUSSES 10d TOENAIL @ 6"O.C. % WALL SCHED. PERMIT SET TYP.WALL EDGE H2.5A BOTH SIDES OF _ _ STATUS NAILING, SEE PLAN TRUSS CS16 WRAPPED OVER r r r P:\rri r r /-- !(N-:\--'1 r 3 ---N---. TOP OF BEAM j / / / 7 1 03.29.2018 • \- ROOF TRUSSES BY TYP.WALL EDGE SIMPSON A35 @ 24 O.C. OTHERS NAILING, SEE PLAN U.N.O.ON SHEAR WALL DATE POST, SEE PLAN SCHED. 10d TOE NAILS AT 6"O.C. NOTE: USE TYPICAL WALL SHEATHING 17154 _I-/\,..-- STUD WALL FRAMING, BETWEEN TRUSS BLKG. SEE PLAN DOUBLE 2x TOP PLATE BOTH SIDES OF WING WALL STUD WALL FRAMING, &VERT.WESS OF PROJECT NUMBER SEE PLAN TRUSSES,TYP. \- STUD WALL FRAMING STUD WALL FRAMING, I I ,� I I SEE PLAN DOUBLE 2x PLATE 8 , HIGH ROOF FRAMING PERP. TO WALL • 9 TRUSS CANTILEVER ©2018 OTAK,INC. �s8.3� 1" = 1-0" 10 HIGH ROOF AT WING WALL 11 TYP. ROOF TRUSS BLOCKING DETAIL 58.31 1" = 1-0" S8.31 1" = 1'-0" S8.31 1" - 1'-0" if this drawing is not 24"x 36",it has been '- reduced/enlarged. Scale accordingly. JOIST, SEE PLAN TYP, ROOF EDGE NAILING, SEE PLAN H2.5A @ EA. JOIST (3) 10d Otak SIMPSON A35 @ 24"0.C. 2x BLOCKING BETWEEN JOISTS U.N.O.ON .-- -I- SCHED. ---,.„,,,,„ TYP. ROOF EDGE NAILING SHEAR WALL _ "T "" <,) ).4\ DOUBLE 2x PLATE WALL SHEATHING, SEE PLAN i-.._ .°. I , Otak Architects, Inc. 808 SW Third Avenue, Suite 300 WALL EDGE NAILING, SEE PLAN ROOF SHEATHING ON SHEAR WALL SCHED. illft....... GYPSUM SHEATHING, SEE ARCH Portland,OR 97204 SIMPSON LUS HANGER main 503.287.6825 ROOF EDGE NAILING, SEE PLAN wvvw.otak.corn GYPSUM SHEATHING, SEE ARCH. J WALL EDGE NAILING, SEE PLAN TYP. ROOF EDGE NAILING •-\ •• . - 0 PR 0;6; ---,,,, 46c7t7 le )0(\ ROOF SHEATHING, SEE PLAN \ 1110111° . ROOF SHEATHING co ie.° 1 P.4 ic4.4.3; 4.4., cic t 11 - : . • di r--- _ z--- SOLID PACK AS REQD P\S 1110r / 1 XX III • a • SOIJD PACK :11 RI . a , • . .. 11/40 G. Olt !EXPIRES: 12/31/ ill .i WALL PLAN • • 3-29-2018 )(4 -!.0, 1."7 7 At X X \ • II III SIMPSON A35 @ 24" ,....0, • O.C. U.N.Q. ON SHEAR 11110.-..iii,,...... \\ \ / • • II / WALL PLAN -.P.S. HANGER BY TRUSS MANUF. -7 ROOF TRUSSES BY OTHERS — ap :,, (2) PLY GIRDER TRUSS DOUBLE 2x PLATE 4 , Hi 1 a 6 XX \ ...-:, _...„. . . DBG PROPERTIES WALL EDGE NAILING, SEE PLAN .: 1110-_.....,,....._ 7,1,!"--itot . LLC 10d TOENAIL @ 6"O.C. U.N.O. : ' HANGER BY TRUSS MANUF. ROOF TRUSSES BY OTHERS . . ON SHEAR WALL PLAN - (2)PLY GIRDER TRUSS WALL EDGE NAILING, SEE PLAN smithy1)-7,7: WALL SHEATHING, SEE PLAN Enayat STUD WALL FRAMING, SEE PLAN 10d TOENAIL @ 6"O.C. U.N.O. Schneider - ON SHEAR WALL PLAN DOUBLE 2x PLATE Ertginerbig, , 3141 WALNUT STREET, STE.203A STUD WALL FRAMING,SEE PLAN DENVER,COLORADO 80205 1 ROOF HATCH FRAMING 2HR FIRE WALL 2 ELEVATOR HIGH ROOF 2HR FIRE WALL 720.904.1234 www.essdenver.com S8.32 1" = 11-0" S8.32 1" = I-40" CONSULTANT IMO ,I I i lalt A I I , 2 3/16// I I HSS 4x2x1/4 b I I I I . zn A, 2 3/16/ I I HSS 4x2x1/4 b , METAL PANEL MAX. I 1 io SELF WEIGHT=20 i.- illi r PSF,SEE ARCH 1 I 1 MIS I HSS 4x4x1/4 @ . I ADDITIONAL BLKG, "IN- 101-0"O.C. MAX .) i METAL PANEL MAX. ----------).' I I PANEL @ EACH --N--- "c4 HOIST BEAM, SEE PLAN SELF WEIGHT=20 HSS 4x4x1/4 @ : SIDE OF POST DOUBLE PLATE AT TYP. PSF,SEE ARCH --i\k- V 10'-0"O.C. MAX c) i I EXTERIOR TRUSS BEARING NOTE WRAP CS16 (f) -±-7-7-7[ CONDITION AROUND CORNER V Z Iii (i CS16 FROM TOP PLATE TO 1\./ ,,,,,,"7,--- CO LL.1 < 2 )' . sDB Li oDKuEGBs 1.B0EEFT Tr wo:E ELpLN S T U D S, B 0 T H 11.... / OW IX• D O I— SCREWS Z 1::e t- LL LATE AT TRUSS 1"TYP.---, CANTILEVER CONDITON Iiii < e) I < 2 g, 2 - I CC D FRAMING M < 0 r4 0 T o ol 1 o o 7. 7 c .--- STITCH NAIL STUDS TO FE— . POST W/(2)ROWS OF I 7 10d NAILS @ 6"0.C. Cle CI) oil 1 7 . Y BLKG. PANEL BETW.TRUSSES (2) 10d,TYP / _ -•<-..„ --. _ >-•-. STAGGERED < -J .7L6x4x5/16 x 3 1/2" L6x4x5/16 x 3 1/2" W/(2) 1/2"DIA. a. W/(2)(2) 1/2"DIA. FLAT 2X6 BLKG. THRU BOLTS,TYP 3/16 / THRU BOLTS,TYP 3/16> BETWEEN STUDS /\./ < 0 LLI 0 <TYP 0 \TYP N 3/16 1/8"CAP PL 3/16 STUD WALL FRAMING, 1/8"CAP PL _-/V_ —"v— SEE PLAN CO - 0 POST, SEE PLAN CI LICO Z (--3-- MECHANICAL SCREEN W/ PANEL PERP TO FRAMING (-4.* MECHANICAL SCREEN (--;-- TOP PLATE STEP AT ROOF 6 ELEVATOR HOIST BEAM DETAIL LLI z 0) g mom D re 1" = 1'-0" 8.._32 1" = 1'.-0" .t_3.39 1" = 1'-O" S8.32 1" = l'-O" Um 1 0 ROOF SHEATHING, SEE PLAN c5 L.L. DOUBLE 2x PLATE LU I u) ct 0 TYP.WALL EDGE NAILING = CD < ROOF SHEATHING,SEE PLAN — TYPICAL ROOF EDGE NAILING N. 0 0 TYPICAL ROOF EDGE NAILING a . , Imam IT- 1= Ct SLOPE, ,a0...-... , WALL SHEATHING, SEE PLAN ,.SEE ARCH. TYPICAL WALL EDGE NAILING TYPICAL WALL EDGE NAILING v„,\/141---- BEAM, SEE PLAN 2x BLKG. . • . TYP. ROOF EDGE NAILING, SEE PLAN • TITLE ,-- ,, , STUD WALL FRAMING,SEE PLAN 2x BLKG. -:.--- 2 . # DATE DESCRIPTION 114"DIA.x 3"SDS SCREWS INTO EA. 1111 SIMPSON A35 @ 24"O.C. I W b 2x6 BRACE . . SAWN LUMBER /- ' EL •lk Miciiit 4\--- FACE MOUNT HANGER, Z., AT 6-0"0.C. . , . STUD @ TOP&BOT.CHORD OF TRUSS JOIST, SEE PLAN -mP---Iji14 r 2x PLATE W/16d NAILS @ 6"O.C. WALL SHEATHING, SEE PLAN Nirorili SEE PLAN . . • , ROOF SHEATHING, SEE PLAN1 U.N.O. ON SHEAR WALL PLAN / ) :.--0 • TYP.WALL EDGE NAILING DOUBLE 2x PLATE, TYP.WALL EDGE NAILING, SEE PLAN III ROOF JOIST, SEE PLAN y ') , JOIST BOTH SIDES OF -'*-Y--47-+-+-\\\ 77-- -} . ----- SEE 2/S8.21 47\ --ROOF SHEATHING, SEE PLAN ROOF SHEATHING, SEE PLAN WALL SHEATHING, SEE PLAN ! . DOUBLE 2x PLATE,SEE 2/S8.21 iz 2x6 STUDS ./A/----- -40 (3) 10d @ EA. BLKG.,TYP. Ns ROOF SHEATHING, / ON SHEAR WALL SCHED. .1),p REVISIONS TYP. ROOF EDGE . .> 4. 2x PLATE W/16d NAILS @ 6" s. ROOF EDGE NAILING (S3E)Ei 0Pd L AT oN E NAIL NAILING,SEE PLAN / 2x6 BLKG. BETWEEN TRUSS 0.C. U.N.Q.ON SHEAR WALL . SCHED. TRUSS BLKG . FULL HT CONT RIM \\N4... ' H2.5A @ EA.TRUSS (6) 10d NAILS @ END TYP. ROOF EDGE NAILING, SEE PLAN JOIST W/(3) 10d Author Checker 10d TOENAIL AT 6"0.C. i (H7Z @ GIRDER TRUSS) OF BRACE - - INTO JOIST A DRAWNBY CHECK BY 4.- T.O. PL. .?. I SOLID PACK AS REQ'D + + + , 1 + + + 1/ I • • PERMIT SET SEE ARCH. to. ..,......_ A \/ I' A 0++ All -7:Ai ++ + STATUS Illkto,..._ I ÷ ÷ I/ 10ci TOENAIL @ 6"0.C. A 10d TOE NAIL AT - ,- -71,71-: "I"\.,,, ` + + + il, SIMPSON A35 @ 24"O.C. 6"OC 51111"=- 5 JOIST, SEE PLAN 03.29.2018 ..,& / ' U.N.O. ON SHEAR WALL 1 DATE TYP.WALL EDGE (3) 10d AT EA. SHEAR WALL EDGE i H2.5A AT EACH NAILING, SEE PLAN Y PLAN BLKG,TYP. ROOF TRUSS BY OTHER : 17154 2x6 BRACE AT NAILING : RAFTER ,. 40 TO 60 DEG. - 6"O.C.,TYP. ' isii,„_----,. -.4101rili! TYPICAL WALL EDGE NAILING N. . (2)2x TOP PL, PROJECT NUMBER ROOF TRUSSES BY - ROOF TRUSSES ----IP-- 2x6 BLKG. BETWEEN TRUSS SHEAR WALL • OTHERS BY OTHERS ,1 DOUBLE 2x PLATE (6) 10d NAILS @ TOP&BOT. OF BRACE SHEATHING SEE 2/S8.21 STUD WALL FRAMING, - SIMPSON A35 END OF BRACE STUD WALL FRAMING, S8 . 32 SEE PLAN SEE PLAN 02018 OTAK,INC. 7 DETAIL 8 N DETAIL N ROOF PARAPET DETAIL 10 RAFTER PERP. TO EXT. WALL If this drawing is not 24"x 36",it has been S8.32 1" = 1'-0" s8.32 1" = i'-o" s8.32 1" = 1e-0" 8.32 1" = V-0" reduced/enlarged.Scale accordingly. A V , LAMINATED STUDS-SEE DETAIL SHEAR WALL EDGE NAILING ---: • (2)2x STUDS FOR EACH MST37, MST48 Otak 16d NAILS AT 4"O.C. &MSTC40 SHEAR WALL FIELD CENTERLINE OF STAGGERED SHEAR WALL SHEATHING SHEAR WALL FIELD [7 7 i • (3)2x STUDS FOR EACH MST60& NAILING, SEE SCHED. --r-Av---- WALL&HOLDOWN, WHERE APPLICABLE, SEE , MSTC66(ALT:4x6 AT 2X4 WALLS, 6x6 NAILING, SEE SCHED. 1 I SEE ARCH 16d NAILS AT 4"O.C. P. \ SHEAR WALL PLAN PER MANUF. AT 2X6 WALLS) f IA -, ; HOLDOWN PER PLAN HOLDOWN POST PER SHEAR WALL SHEATHING `:--- .<- I SHEAR WALL 10/S810 AND 6/S820 1, , Zti Otak Architects, Inc. WHERE APPLICABLE, SEE I i Hi ' Ii 0 ) m 1, SHEATHING PER PLAN , 8 PLAN iEQ.EQ. 808 SW Third Avenue, Suite 300 SHEAR WALL EDGE NAILING 1/1 , Lu Portland,OR 97204 ., \ WALL STUD,SEE PLAN mMENIC: - (" ' main 503.287.6825 _ PER MANUF. \ RUN SHEAR WALL „ -....._ --.4 .474--""lwill .‘ 'INNN --- CONT. SHEAR WALL SHEATHING Mil ; 6 W.\ 'NOLA 4M a :(,)r-L' V ..- www.otak.com \ WHERE APPLICABLE, SEE iii HOLDOWN POST PER 1 - - SHEATHING CONT THRU 011, 1 BREAKS CAUSED BY ,i SHEAR WALL PLAN ',/ 0 PRoff-%t 10/S810 AND 6/S820 w l / ; INTERSECTING WALLS. 1 ie_, -Nft 41' EQ.EQ., ...t.:3 GiNte 40 ,, I A \ 1 , 40,, 0 1 j," r 8 HOLDOWN PER PLAN - / . HOLDOWN POST PER TRIMMERS PER SCHED. 44c 8. "t 13/ '7.* Ai \-1— u .„_. „._ 10/S810 AND 6/S820 (NOT PART OF HOLDOWN POST) vi , ...... SHEAR WALL EDGE NAILING WALL STUD, SEE PLAN -.01101.1.- . PER MANUF. CENTERLINE OF WALL&HOLDOWN, KING STUD PER SCHED. rl, ' ZIC (2)2x PLATE, FOR LAP yr p 1 ,P;110 I ] SEE ARCH 4, 8 SEE DETAIL 2/S8.21 CENTERLINE OF ,,,-- ADDED STUDS OR POST II/ -4, WALL&HOLDOWN, ___ **- ' SHEAR WALL SHEATHING /I) G. EtIll' CENTERLINE OF WALL& WALL STUD PER PLAN AS REQUIRED BY 10/S810 1 ',/ HOLDOWN POST PER______.--2 SEE ARCH HOLDOWN, SEE ARCH 10/S810 AND 6/S820 SHEAR WALL FIELD IA \ 1 EXPIRES: 12/31/ 11 f NAILING, SEE SCHED. HOLDOWN PER PLAN DOUBLE STRAP WOOD STUD WALL • PER MANUF. SHEAR WALL FIELD 3-29-2018 NAILING,SEE SCHED. WHERE REQ'D BY --. AT CORNER AT PERPENDICULAR WALL AT JAMB PLAN (APPLY ONE EA ------• SHR WALL STRAP-MAY STAMP BE INSTALLED ON INSIDE OR EACH ON INSIDE AND - OUTSIDE) A OUTSIDE OF BUILDING AT ..., v CONTRACTORS OPTION J-l--if--1:11.1--taLi_ (COORDINATE WITH ARCH) - 1 1 TYP HOLD DOWNS ( 2 TYPICAL STRAP DETAIL DBG PROPERTIES NOT TO SCALE LLC i ,‘`''—. ,•• HOLDOWN SCHED. MECH.OR ELEC. PEN. MIN.ANCHOR Enayat 1710-1:7 CS16 STRAP EA. HOLDOWN TYPE HOLDOWN ANCHOR PROJECTION ABOVE MIN. POST SIZE PL SIZE Schneider SIDE OF PLATE / SILL OR TOP PLATE CONC. HTT4, HTT5, 5/8"0 A307 OR SSTB24 5" (2)2x6 OR(4)2x4 3/8x3x3 Enginatring, ‘ , , 3141 WALNUT STREET, STE.203A \ HDU5, HD5B DENVER,COLORADO 80205 HDU8, HDQ8, 7/8"0 A307 OR SSTB28 HD7B 6" (3)2x6 OR 4x6 3/8x3x3 720.904.1234 www.essdenver.com CONSULTANT I HD98 7/8"0 A307 6" (4)2x6 OR 4x6 3/8x3x3 1' rat ..- •rt Ibr HDUll, HHDQ11, HDU14, HHDQ14, 1"0 A307 7" 6x6 3/8x3x3 HD12 SHEAR WALL SHEATHING (2)2x6 OR(4)2x4 STUD PACK 3 TYP. PLATE PENETRATION HD19 1 1/4"0A307 7" 6x6 3/8x3x3 \-- S8.41 NOT TO SCALE STHD STRAP, SEE SHEAR -- A N..•••7 WALL PLANS NO STRAP IF TRUSS HOLDOWN, SEE SHEAR POST, SEE SCHED.& 5/S8.21 CONT.THROUGH WALL PLAN &SCHED. CORNER ON TYP. STUDS, SEE SHEAR WALL EDGE SCHED FOR SPACING -- CS16 x CONT. iia- ...0 NAILING HOOK STRAP mei UNDER CONT. --1--- - ,, / STRAP ACROSS TOP N TREATED PLATE AT PEN \ A ,.... I.- REBAR 1 i __--__ _ %)( OR ALONG SIDE . . 1/2"EXPANSION JOINT x _ - ./ ,/. ,/. ,/,/ (./F ././ ./( / / // /( f r ,7 7-7777 z, 2] b . . . .- . \E\DGE FRAMING SHEAR WALL SHEATHING ., _ . 1/2"EXP JOINT , e ....,- &EDGE NAILING CO . •A / 0 0 / SLAB,SEE PLAN FOR REINF. EXTERIOR GRADE / li ilk ''* . ': - / CONC. SLAB, SEE PLAN CS16 STRAP I <> r // // // // % /' // // // / -2' // // // // /1 e , , I b I % -- - •. :•- SEE PLAN FOR /\,\, <1:: ‘-:-:'•-/.:i.'',.'-:-... -.:-.- V) I I % 1'-0" - -. :A . • , - , - . , , , _„ co FTG. REINF. _ / I I I I / , _ L .... #4 T&B AND @ 12"0.C. filo -4'. • . ' . ' . . #4 D M CI) _00-\,,, TsaFi3LAEL1.4 -- -4, DOWEL W/STD HOOK Ili I- I , ,, // ..,,,„,_50 //± „(_ , __,i, I,/ ,/, //, , // /, 41 \\„/„„ .,. _ _ . _ . © 18"0.C.ALT. HOOK i / I 1 /\/. i f #4 DOWEL W/STD HOOK \---7101: .-;.:•1„,-i :: \ \\/ -_,-, •. CONT. FTG. BEYOND, 5 - :. • : _ : • •, DIRECTION - /\/ @ 12"0.C.ALT. HOOK / ‘"4-- • _:-,::*K-2" CONTINUE REINF. M SHEAR WALL SHEATHING MECH. OR ELEC. PEN / \ DIRECTION / ,, THRU PAD FTG u Jo_ , ,'„ .. •,:o ..;-,:.,...,..,Li Lu co '.. '- t ---:-• '--::"- _-';- .,:'. =:, IN— M E IN SHEAR WALL , PL., SEE SCHED.WASHER Cle I— , A 2x BLKG.ABOVE&BELOW 2X BLKG. FOR 2 BAYS FLOOR FRAMING ",- ' ''',. * W/HEAVY NUT TOP& BOT. SEE PLAN Ct OPENING &(1) STUD SPACING NAIL SHEATHING W/10d T.O.F. EL 1 . -,e PAST PEN. AT 8"0.C. A - SEE PLAN ., 1143C 4C:C • - ,:: .. to- . . . w., - -- - el .: '4-_ --• -• 4•1-4:1 .. Om 0... 4 TYP. SHEAR WALL PENETRATION (---5-- RE—ENTRANT CORNER AT FRAMING SEE PLAN FOR r 7 STRAP HOLDDOWN DETAIL <IC 0 < .ccz . .4 . . , A'- -• • • 1 - . I S8.41 NOT TO SCALE 84Iy NOT TO SCALE El. -- - 7‘ -,----:-4-4_-„. , ' .-,4-...- ._ / REINF. S8 41 1" = 1-0" CO W CO u., -- ''-.2.'" _ •:- : -.-. : -- - '' .--4-•- ,3 ' -. -- . - -•"- - ic' CZ --J w CI IA ce) u) NJ! CC1 (Ct —4. ' . : -'• - ,S' .... ' :-'t‘- ---:_t-'4-- • . r,, ," N f`.- F-- --- -1-7-7-:7.7•••' -' - :_7-1-'="- LIU z CD iii V : -- ---.- ..-4- . '4..- .' - • ' ' ...;s^ .4.- 9- - .A-' '•'A. ''''•• ' -'' '''-.• HOOK ENDS OF mom D Ct 0 LONGITUDIANL Un. = 0 BARS - W SEE PLAN a = c) < w r-6 EXTERIOR HOLDOWN FTG. ii,„„1„ g.:..) F.-_. U) HOLDOWN, SEE SHEAR WALL PLAN &SCHED. „S...,8.41 1" = 1-0" ON 6/S8.41 POST, SEE SCHED. ON 6/S8.41 & 5/S8.21 TITLE TREATED PLATE /\/ # DATE DESCRIPTION . . I I Av 1 L I ' .r. , or. #4"Z"BARS @ 12"O.C. HOLDOWN, SEE SHEAR !_)W // // /7 // // // 7=7"77-7/ /./ // /./ /7 // // //XJ ../. ALT.TOP&BOT. HOOK WALL PLAN&SCHED. 1 r ' - TYP. STUDS, SHEAR WALL SHEATHING - .,-. ON 6/S8.41 POST, SEE SCHED. POST, SEE SCHED. SEE SCHED &EDGE NAILING .,. 0 (2:) -1-0 ,it SLAB,SEE PLAN 7 TREATED 2x PLATE 0 6 6 * — SHEAR WALL FOR REINF. ° ° - . _____ _ o EDGE NAILING _ ---... .--- 9 0 HOLDOWNS ON TYP.ALL -1-- •A'.- .-.A ,'4 •.1 ,. ..• - . ',- : ' .- - "' ‘'1- .- -'-. :. ''' - :•4' '... .. 4 1 ',.. ' . .'. ' ' -' •'' ' ‘2''`' :''. 4.'A-'-2- a .7'.- -- -."- ..'': . - ,--.• ,-' SHEAR WALL .‘9 9 * SLAB, SEE PLAN OPPOSITE SIDES OF EDGES AT PEN > g, _ ) tr) <' -- . 2 -'•"- ' - 'I', ---- - *.,, 4%-,,- . -: . ..- - " ! - . - 0.7-7., 4..+.t' - ''• 'A. .. ;., -- -. -_-7.-.- --"47'i 1 -`:- - , SHEATHING& FORREINF. • ----- EDGE NAILING A POST STAGGER HEIGHTS SLAB, SEE PLAN /( // // / --/./ // // (/ ...4 // // 77 _ ‘,1 tc. CS16 STRAP ()//r/f \Li 1 co ,- -0-10- MECH.OR ELEC. Zzo A / \/"/ \ '.:=:, _ -- -. ' .;_... . ..'-'. .- . 4,!;. -. ,, , •,i- '-,s.' . --i • -:.:. ' f. e_ - _'..4 ,-, . i :: ....:-. ,..- „. _.. -:.1.. , \ -_ - - . TREATED 2x PLATE \ 1- O--- FOR REINF. PLATE,SEE SCHED. WASHER&HEAVY REVISIONS 0 0 PEN IN SHEAR WALL. ONE PENETRATION PER STUD BAY AS z 1 ' . . -- .- '4: . • ,i., ....:. ' IC‘- --:,. :;‘,-. ..',I'"•'S, ' .. ..• ; '') .", ,--4:I ,," ..': 1-, '' ' -.•,.. .,. ..'. .. ", - ^ '- : '-c-/ CONTI. FTG. BEYOND, .1,,,- ,- -, ---..:' --i -, ,,• 4...'- ,::., „' :_A.I: -,..1. "..-• •, , . .. • ,' ' .7 :- 4•._ '' i -• ' ' •._ • -: , 'A,'.4. ''',.--: ,'-2, ••:./ CONTINUE REINF. - , ... I °",-, ".- .-4-- '‘•,- -" i ° ".: - -°. '-,' L4_,:- --..- .. _ *- 's _.-11.-±7'; : 's• : - •-- 1 .-al.: li -.' .":-.,.- .:. :.. THRU PAD FTG .. -- . II, ..-° , • L r;:-- . ,-1 1.- --ii- - =' . '17-‘ ---'--2< " 'f- '"" --.'f: -. : : :•-• , ..... ... . . ,. ..4 . . _, , ,_____\,,,, ... , .„. •-.. : :,:.„- ,.: . .. ,, 1 ( 1 1 1 . T.O.F. EL. Abik_ \ _ NUT TOP&BOT. SB,JD DRAWN BY TDS CHECK BY / PERMIT SET \I a. Lu . ._ . . . a .' '- -, • -4 . 1 1 . 1 ••:,_ '.A :' . '.•_ .... :., , - . . • 4. A. . . . 4 t W 1 I (f) Gl"• 4• . -•, : . . .. , , .-'' 4 - .!, .- ' . • . - - — •-- -a' s ' •-.- "-' Z---- PLATE, SEE SCHED. ' I lA ;-' 4.:%, ' 4.':.• -•% ' : L Z 7 STATUS ''' • - - '; - -- - - 4- - - SEE PLAN FOR ' /2 kw ,..._..z_.(z _/_./L ,7/// //•/7_11 WASHER W/HEAVY 5 b __,, r______ /\., '----- , 1 NUT TOP&BOT. PL.,SEE SHED. • Q. 03/9.2018 ill WASHER&HEAVY •' ' .-t- <i-- ,, - ...,- - (-) >`' I - - • '' - ;• ' - '-' - ' ; - ' - '-> 4'-: - . a _ . , : :. -, 4 • : •_,.' '' :*\' , .- ; ,2., 'I - -'1 _ _, ,,, „. _... ,' -" , -,7' : 4...: '''- f L."; :L '\1., . W 4 i.E0E.Fp. E LN. z DATE SHEAR WALL SHEATHING 2x BLKG.ABOVE&BELOW V °-..,.- "'' ... .:A. '-:--- .-.;, :. :.---- -.- -* *.--;,---1 .:, s-, ': . _ _ -- "- ....- .:: :-.. :-: --- •, - . - : :,:- ..: •<<:--. .-• , '.-:.-. ,. 2p n ' - ' '''''''.— SEE PLAN FOR FTG. NUT TOP&BOT. --- - • -• .. • A' - ,-) 11 co c.. ' - - t' ' ' ' ' •' . '- - -. : = -.- 4• • ' 14 17154 . OPENING &(1) STUD SPACING I i i ti N SIZE& REINFORCEMENT '.:'“' - .% ... . , .:* V LU . , - _ - . PROJECT NUMBER PAST PEN. -I SEE PLAN II '- (..) 11 \il - -:;--3--- ' - - " Illo___Y4 •- :- . • ,'" -' ' °-.4 --. '- -1' FOR REINF. N, . SEE PLAN HOOK ENDS OF SEE PLAN Ce IF PENETRATIONS ARE 3"DIAMETER OR LESS, rt tor LONGITUDINAL BARS "*"‘ lir- c.) NO BLOCKING OR STRAPPING IS REQUIRED S8 i 4 1 SHEAR WALL PENETATIONS FOR r8 PLUMBING/ELECTRICAL ) 9 INTERIOR HOLDOWN FTG. 10 CORRIDOR CONT. FOOTING (.11 DOUBLE HOLDOWN © CORRIDOR ©2018 OTAK,INC. If this drawing is not 24"x 3r,it has been ,8.41 1" = 1 -0" S8.41 1" = 1-0" S8.41 1" = 1-0" ,s!.,8:4:_ly 1" = I-0" reduced/enlarged.Scale accordingly. EXTENT OF SHEAR WALL,SEE PLANS Otak ..t /... ROOF SHEATHING SIMPSON CLIP PER SHEAR SHEAR VA L SCHED. - _ ' FULL HT BLKG BETVV. l""----- ROOF FRAMING Otak Architects, Inc. SHEAR WALL .,------!- 1 N.. 808 SW Third Avenue, Suite 300 EDGE Portland,OR 97204 ATTACHMENT,TYP (2)2x TOP PLATE,TYP main 503.287.6825 - 11 -,,, . - - - . - '''NNNN www.otak.com SEE SCHED. . - * .41 - s ' • I SHEAR WALL FIELDSTRAP OR HOLDDOWN, (1)2x STUD (2)STUDSWHERE c ,t10 I e. REQ'D, ATTACHMENT,TYP. SEE ---,, , - . I/ TYP SEE PLANS&DETAILS SEE N 4,e.• / SCHED SCHED. r-- ....m., A / . ' . / LAP SHEATHING A FLAT BLKG r P .,- MINIMUM OF 4"ONTO RIM H10 @ 12"0.C., „hi . i, BETVV Z Li STUDS 16, A SIMPSON CLIP PER '•----, ', _ ,, ---:,.-' - JOIST&EDGE NAILING 'TYP. (41 , SHEAR SCHED. (NOT X X K N x % X x X % el SE 40 G. Eit.xt. REQ'D IF PLY HAS 4" LAP / ...,„ 4 \ i A -..= w. / cc ONTO RIM) '1 — -'1 — '1 , / VEXPIRES: ag / Z , /- / \ IN> IN> _s4. 1M 3-29-2018 STAMP d ,,, ,,,5..,,...... ...._ . . IIIIH II Af /i zi7i I'?", / / ''. PLY SHEATHING LAID SOME ADJOINING PANEL Er ' VERT. OR HORIZ,TYP t : : : --&-"----- - - . . .1:1---: -'.i : t: : : :__ 2 .----- EDGES, SEE SCHED (LI 1 43 _ SEE SCHED. , 4.- I _. .-1 ..D: .0--- EDGE FASTENER ii DBG PROPERTIES FLAT 2x BLKG „-------- ------":"- 2 1 3/8"MIN.____.---- EDGE FASTENER rE EACH SIDE OF 42 LLC . . ,•. . 2x STUD,TYP EACH SIDE OF JOINT, _, AT J S8A JOINT, STAGGERED EDGE FASTENER PANEL EDGES . J , . (AS REQ'D) STAGGERED ..] 4 EACH SIDE OF JOINT, STAGGERED i • -, , —.." , , ' = ./14•#f---- • - • ..-3... - - -----------__ HOLDDOWN,TYP SEE --i . - PLANS&DETAILS Enayat 4 1-,-'..:42 ;_'-i.,1' , :-:.•.1. '.: ';', -. '\, Schneider SHEAR WALL - Engineerkig, , „- EDGE 1- „ 1. - ,. --'-. a„•-'• -‘4'' ': -' --- - '''' .. ' - :. - ----------- ANCHOR BOLTS, Ine. _ ATTATCHMENT, SEE SCHED 3141 WALNUT STREET, STE.203A TYP SEE SCHED. DENVER,COLORADO 80205 720.904.1234 www.essdenver.com 1 TYP. SHEAR WALL ELEVATION . 2 TYP. SHEAR WALL EDGE NAILING TYP SHEAR WALL HORIZ JOINT CONSULTANT S8.42 1/2" = 11-0" \ 8.42 3" = i'-o" 8.4.2,/ 3" = CO I— W F- M z u..1 I— Ce F. < 12 EL a. < 0 Cl) fX C.1) CI K CY) _..1 N N- 1-- U.1 Z a) W ...... D 04 Cr.) ILLI = o CC 0- L1J u) ct < = 0 < ui I. p.. I:: to TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 .42 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. otak 1 GENERAL INFORMATION I I CH. 6 -TYPE OF CONSTRUCTION I I CH. 9 - FIRE PROTECTION SYSTEM I I ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFECIENCY SPECIALTY CODE) I PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS,INC (503)287-6825 FIRE-RATING RATING REQUIREMENTS FOR BUILDING ELEMENTS -TABLE 601 BUILDING FIRE DETECTION AND SUPPRESSION CLIMATE ZONE PER 301.1:4C PROJECT DEISCRIPTION CONSTRUCTION TYPE=VA PROVIDED REQUIRED PER TYPE/CLASS/AREAS BUILDING ELEMENT PER 502.1.1 REQUIRED PROPOSED Otak Architects, Inc.4 STORY WOOD FRAME TYPE VA CONSTRUCTION WITH 56 APARTMENT UNITS. OF COVERAGE 808 SW r•' a Avenue,Suite 300 RATING RATING AUTOMATIC SPRINKLER SYSTEM: YES 903.2.8&504.2 NFPA 13 WALL INSULATION(WOOD STUD)-ABOVE GRADE R-21 R-21 •rtland,OR 97204 PROJECT ADDRESS BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION 503.287.6825 7670 SW HUNZIKER RD STANDPIPE SYSTEM: YES 905.3.1 CLASS I ROOF-ENTIRELY ABOVE DECK . R-20ci N/A inwww.otak.com TIGARD,OR 97223 STRUCTURAL FRAME 1-HR 1-HR TABLE 601 EXCEPTION#1 FIRE ALARM SYSTEM: YES 907.2.9 THROUGHOUT ROOF-ATTIC R-38 R-60 BUILDING CODE EDITIONS BEARING WALLSUNDER FLOORS(JOISTS) R-30 R-30 • , 0 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 1-HR 1-HR TABLE 601 MANUAL FIRE ALARM BOX NO 907.2.9.1 - '� 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) (INTERIOR&EXTERIOR) EXCEPTION#2 UNDER FLOORS(MASS) R-10ci • 2014 OREGON MECHANICAL CODE(OMSC) NON-BEARING WALLS& SMOKE ALARMS YES 907.2.9.2 THROUGHOUT SLAB EDGE PERIMETER R-10 FOR 24" R 10ci72p 2017 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS PARTITIONS-EXTERIOR SEE TABLE 602 BRIAN R.FLEENER 4 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) AUDIBLE ALARMS: YES 907.5.2 THROUGHOUT BELOW SLAB, R-10 FOR 24 BELOW SLAB ACCESSIBILITY- NON-BEARING WALLS& NR NR TABLE 601 • • ICC/ANSI 117.1 2009 PARTITIONS-INTERIOR VISIBLE ALARMS: YES 907.5.2.3 COMMON AND WINDOWS(U FACTOR)502.3 U-0.35 U-0.27 PORTLAND,OR SECTION 504 REHABILITATION ACT OF 1973 PUBLIC AREAS FAIR HOUSING ACT-DESIGN GUIDELINES FECORDARY MEMBERSN& 1-HR 1-HR TABLE 601 NOTED ON PLANS,75' WINDOWS(SHGC)502.3 0.40 0.40 3F 43 FIRE SPRINKLER-NFPA 13 FIRE EXTINGUISHERS YES 906 MAX&2-A RATED WINDOW AREA LIMITATIONS 30% LESS THAN 30% 3/29/2018 ROOF CONSTRUCTION& 1-HR 1-HR TABLE 601 I CH. 3 - BUILDING OCCUPANCY I SECONDARY MEMBERS I CH. 10 - MEANS OF EGRESS I OPAQUE DOORS 502.2.7 U-0.70 U-0.55 STAMP DOORS SHALL HAVE THE FOLLOWING RATINGS: OCCUPANT LOAD & EXITING OCCUPANCY CLASSIFICATION GROUP(S)(310): R-2 RESIDENTIAL • UNIT DOORS IN CORRIDOR-20 MIN AND DOOR LABEL CURTAINWALL 1 STOREFRONT 502.3 U-0.45 U-0.45 S-2 STORAGE • STAIR DOORS-90 MIN AND DOOR LABEL OCCUPANCY SEPERATION(508.4): R-2/S-2= 1 HR • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION SEE CODE PLAN SHEETS FOR OCCUPANT LOADS AND EXIT REQUIREMENTS. CURTAINWALL/STOREFRONT-DOOR 502.3 0-0.80 U-0.80 • CORRIDOR DOORS SHALL HAVE SMOKE GASKETING . I CH. 4 - SPECIAL REQUIREMENTSI NOTE: EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM PER 1029 SIZE AND DIMENSIONS TO MEET 502.4.1 - A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL EXTERIOR WALL RATING BASED ON FIRE SEPERATION DISTANCE-TABLE 602 REQUIMENTS IN 1029.2 ENVELOPE,INSALLED PER 502.4.1.1 DBG PROPERTIES OCCUPANCY SEPARATION: WALLS SEPERATING DWELLING UNITS SHALL BE 1009.16 STAIRWAY TO ROOF: NOTE: IN BUILDINGS WITHOUT OCCUPIED ROOFS ACCESS TO THE ROOF FROM LLC (420) CONSTRUCTED AS FIRE PARTITIONS(420.2) FIRE-RESISTANCE RATING FOR EXTERIOR THE TOP STORY SHALL BE PERMITTED TO BE BY A SHIPS LADDER THAT IS CONSTRUCTED OF STEEL ISA MIN WALLS BASED ON FIRE SEPARATION CONSTRUCTION TYPE OCCUPANCY GROUP R-2 OF 30"BETWEEN HANDRAILS HAS A RISE AND RUN 12"MAXIMUM AND 4"MIN AND HAS HANDRAILS PROVIDED FLOOR ASSEMBLIES SEPERATING DWELLING/SLEEPING DISTANCE(TABLE 602): ON BOTH SIDES OF LADDER UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES(4203) X<5': VA 1-HR1018.4 DEAD END CORRIDORS SHALL NOT BE MORE THAN 20'-0"IN LENGTH EXCEPTION: CONSULTANT I CH. 5 - BUILDING CONSTRUCTION -TABLE 503 5's X< 10': VA 1-HR 2.1N R 2 OCCUPANCIES WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER 1 SYSTEM IN ACCORDANCE WITH 903.3.1.1 THE LENGTH OF THE DEAD-END CORRIDOR SHALL NOT EXCEED 50 • CONSTRUCTION TYPE USED&OCCUPANCY:TYPE VA,R-2 OCCUPANCY 10's X<30': VA 1-HR FEET BASE ALLOWED W/ALLOWABLE PROPOSED X z 30': VA 0-HR MEANS OF EGRESS SIZING. INCREASES NOTE:LOAD BEARING WALLS SHALL COMPLY WITH THE FIRE-RESISTIVE RATING REQUIREMENTS STAIRWAY SIZING SHALL BE CALCULATED BY 0.2in PER OCCUPANT PER EXCEPTION 1005.3.1.THE BUILDING BUILDING HEIGHT 50' 701* 45' OF OSSC TABLE 601 SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3.1.1. NO.OF STORIES 3 4* 4 I CH. 7 - FIRE AND SMOKE PROTECTION FEATURES I . FLOOR AREA 12,000 SF/FLOOR 21,000 SF/FLOOR 12,618 SF/FLOOR MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) 1 CH 11. ACCESSIBILITY I 36,000 SF TOTAL 84,000 SF TOTAL 50,472 SF TOTAL 0-3' >3'-5' >5'-10' >10'-15' >15'-20' >20'-25' >25-30' >30' ACCESSIBLE PARKING (1106.2) SPRINKLERS USED NFPA 13 NFPA 13 UNPROTECTED, NOT • SPRINKLERED PERMITTED 15% 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT GROUPS R-2 AT LEAST 2%,BUT NOT LESS THAN ONE OF EACH TYPE OF PARKING SPACE PROVIDED SHALL BE ACCESSIBLE, SEE CML PLANS FOR ACCESSIBLE PARKING STALLS,ACCESSIBLE CAR AND ACCESSIBLE *AUTOMATIC SPRINKLER HEIGHT INCREASE(504.2) VAN STALLS TO COMPLY WITH ANSI117.1 SECTION 502 CH 11. GROUP R-EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH BUILDING IS ALLOWED TO HAVE UNLIMITED UPROTECTED OPENINGS-ALL WALLS HAVE A FIRE SEPERATION SIGNAGE TO BE INSTALLED PER 1106.7.2 SECTION 903.3.1.2 MAXIMUM BUILDING HEIGHT IS INCREASED BY 20', MAXIMUM NUMBER OF STORIES DISTANCE GREATER THAN 20' INCREASED BY ONE. FIRE-RATING RATINGS FOR BUILDING ELEMENTS ACCESSIBLE UNITS (1107.6) ALLOWABLE AREA PER STORY: Aa=(At+(At x If)+(At x Is)) At=ALLOWABLE AREA PER TABLE 503=12,000 SF BUILDING ELEMENT RATING REQUIRED RATING PROVIDED CODE PROVISION NOTES: If=INCREASE DUE TO FRONTAGE=((559 ft/559 ft)-0.25)(30/30)=0.75 Is=INCREASE DUE TO SPRINKLERS=0 FIRE PARTITION 1. ALL UNITS TO BE AT LEAST TYPE B ADAPTABLE DWELLING UNITS PER 1107.6,2.1.2. 0 (UNIT TO UNIT) 1 HOUR 1 HOUR 708 2. AT LEAST 2%OF UNITS TO BE TYPE A PER 1107.6.2.1.1. /J) Aa=(12,000 SF+(12,000 SF x 0.75)+(12,000 SF x 0)) (56 UNITS x 0.02=2 UNITS) �+>� Aa=(12,000 SF+9,000 SF) HORIZONTAL SEPARATION 3. AT LEAST 5%OF UNITS TO BE ACCESSIBLE TO PEOPLE WITH MOBILITY IMPAIRMENTS ilium Aa=21,000 SF (UNIT TO UNIT) 1 HOUR 1 HOUR 711.3 (56 UNITS X 0.05=3 UNITS) Z TOTAL ALLOWABLE FOR BUILDING=84,000 SF SHAFT ENCLOSURES 2 HOUR 2 HOUR 713.4 2%OF UNITS ACCESSIBLE TO PEOPLE WITH SENSORY IMPAIRMENTS PER SECTION 504 REHABILITATION ACT 1973 LLi BUILDING AREA SUMMARY (56 UNITS X 0.02=2 UNITS) M ?L' CORRIDORS 1/2 HOUR 1 HOUR 1018.1 &708.3 TYPE A UNITS TO BE DISPERSED AMONG THE VARIOUS CLASSES OF UNITS.(3)TYPE A UNITS ARE OCCUPANCY GROUP S-2 R-2 R-2(DECKS+ TOTAL . PROVIDED:(2)1 BEDROOM,AND(1)2 BEDROOM. SEE CODE PLANS FOR LOCATIONS. Q PATIOS) (718.4.2) DRAFTSTOPPING IN ATTICS cc *THOSE UNITS OF THE SAME TYPE, 1 BR,2BR,OR 3BR THAT ARE NOT ICC TYPE A UNITS WILL BE ICC TYPE G LEVEL 1 96 SF 12,236 SF 904 SF 13,316 SF DRAFTSTOPS ARE NOT REQUIRED PER OSSC 718.4.2 EXCEPTION 2. BUILDING IS EQUIPPED WITH AN NFPA B UNITS HAVING THE SAME LAYOUT ONLY THE KITCHEN COUNTERS WILL STANDARD HEIGHT 3'-0"AFF < M 13 AUTOMATIC SPRINKLER SYSTEM THAT COMPLIES WITH OSSC 708.4 EXCEPTION 6. AND THERE WILL BE NO REMOVABLE CABINETS AT THE DENOTED FUTURE KITCHEN WORK SURFACE. LEVEL 2 220 SF 12,192 SF 904 SF 13,316 SF (711) HORIZONTAL ASSEMBLIES LEVEL 3 220 SF 12,192 SF 904 SF 13,316 SF I CH 15. ROOFS1 411C cnw HORIZONTAL ASSEMBLIES SEPERATING DWELLING UNITS SHALL BE A MINIMUM OF 1-HR FIRE RESISTANCE BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISIONLL Cl) II, 0 RATED CONSTRUCTION LEVEL 4 154 SF 12,258 SF 904 SF 13,316 SF ROOF CONSTRUCTION(VA) CLASS B CLASS B 1505.1 C3 LLL CO O (713) SHAFT ENCLOSURES MINIMUMmewQ TOTAL 814 SF 48,834 SF 3,616 SF 53,264 SF N r SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAT 2-HRS WHERE CONNECTING FOUR STORIES CH 17. SPECIAL INSPECTION, STRUCTURAL OBSERVATION ANDUNI OR MORE,SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS I(713.5) DEFERRED SUBMITTALS w LL • L. = 0 Z SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE 713.14.1 ELEVATOR LOBBY COVER SHEET-A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING W C Efi (713.14.1) PACKAGES. � O ‹ J 713.14.1 EXCEPTION#4II EXCEPTION 4 ELEVATOR LOBBIES ARE NOT REQUIRED IN A BUILDING PROTECTED BY AN AUTOMATIC CH 29. PLUMBING FIXTURES ti H m SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. OCCUPANCY AREA REQUIRED PROPOSED (714.4.1.2)THROUGH - PENETRATION FIRESTOP SYSTEM DWELLING UNIT (1)KITCHEN W/(1)SINK (1)KITCHEN W/(1)SINK TITLE (1)BATHROOM W/ AT LEAST(1)BATHROOM # DATE DESCRIPTION THROUGH PENETRATION SHALL BE PROTECTED BY AN APPROVED FIRESTOP SYSTEM INSTALLED AND WATERCLOSET,LAVATORY W/WATERCLOSET, TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 AND BATHTUB OR LAVATORY AND BATHTUB/ SHOWER SHOWER (1)AUTOMATIC CLOTHES (1)PER DWELLING UNIT WASHER CONNECTION PROVIDED PER 20 DWELLING UNITS REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 - DATE 17052 PROJECT NUMBER Al -Oil .2018 OTAK,INC. If this drawing is not 24"x 36",It has been reducedtenlarged.Scale accordingly. , • COMMON PATH OF . • . 'TRAVEL=4V-0" . CODE LEGEND otak • • (TYP IN 2 BED UNITS) --\ /- STANDPIPE-TYP • . . ' . • EMERGENY EGRESS PATH, . . • . . , . . MINIMUM WIDTH OF EGRESS . • . , , . . I : . . , .; ; , , , , . . ..1 , 1 , . .i , i . . ._ii ; - , -, 11-, 111- . --1H -, 1 1- i , ; ii 1 , 11 ".....2_Liti 'lit iii-iii ; 11-1----i ;--111-----il !- . - , 11 iii HI -1 1 1 HI III- 1 1 ,- 1 1 I 1 I 1 . 1 1 I: -ODA-PLANTER' ' I { , I- . - , , . . - ' I , , PATH IS 3'-0".PROVIDE 1 --,e-' 4124';- •,;t----: 11 -1 ' 1-141 111.---iii---111_ 1 ------ ---1 ' ;-11 --111-- 111- -1 " 111 1 ; 1 'III II 11 il ' III HI . ' ' ` i - --111- ili • i I ; ; : ;--I --1 ' III ' I 1 Iii- -111 ;111 I I ' 4 ; I ' ' ' ' ' - M\ 1 , • t. •. _......_! L.v.. ; .,_.::_.. ; 1..,._.1.„ ,_....,_., FOOTCANDLE UGHT AT FLOOR ,,,.._,,,4. ''' 44-4,0-r: '''N', •a*. - . 1 , LEVEL DO NOT EXCEED MAX TO - R-2 R-2 COMMON PATH OF R-2 S-2 (ACC) R-2 8.2 R.2 11 S.2 (ACC) . MIN ILLUMINATION UNIFORMITY Otak Architects, Inc, RATIO OF 40 TO 1. EMERGENCY „ LIGHTING TO BE PROVIDED BY 808 SW 0' • Avenue,Suite 300 UNIT 1 BED TYPE A UNIT 2 BED TRAVEL=3W-3" UNIT 1 BED STORAGE UNIT 1 BED ELEC UNIT 1 BED I STORAGE - - I (TYP IN 1 BED UNITS) - . BATTERY BACK-UP. ' •rtiand,OR 97204 1 , ;-, i 17-•--; I 1------71 ) I-7-1 , I . 1 s . • i , ---t i t ' •TH OLF 200= 4 OCC OLF 200= 5 OCC OLF 200=4 OCC OLF 300= 1 OCC OLF 200 =4 OCC 1"--"' OLF 300 = 1 OCC OLF 200 =4 OCC It OLF 300 = 1 OCC . -ain 503287.6825 11 1 • 1 1 1 - I . i 666 SF. 969 SF 638 SF 22 SF 637 SF 66 SF • 637 SF -i ,1 . 22 SF +. 40111 OM NM 0041 EXIT ACCESS TRAVEL . www.otak.com _t . . • ,. 11 DISTANCE-250'MAX(10162) . I I - . i I 1 / r i -ili INV-. .›,,,_:77:=.11:•.04. X al*m.,........vp , ,,,,... Nor ir- ii i - COMMON PATH OF TRAVEL(1014.3) ' ,i r-z-li IN : il F-111 MIll -. -i.il i 3----II ij - . 0 .., I ul i 1 ill s = = =1111 R-2-125'MAX __, -,'"--: cm.-- , 0 .. . . ,,,,.., ii-M i . A- 75'IVIAX .4 I 1 1 ...„.,....„ II .. • 1 :,;;;; ; i ; .. , •)„, I 's 1- ' .r=fri 3720- r--------7'1!! IP . II, 1 i 1 _-_i i.,)° ,------,= OCCUPANTS EXITING PER EXIT • I _0 11 _.. i 1 • 1 i . ----:if: .--1 ; I 1 IT /--:0;1 .---,-j II i ':4--'s- i*--:j -1 I ":: 1 1:11 N , 7 ' 1 L. BRIAN R.FLEERER ali iii_d .0' :x; • 1 .:1 I! ,.: 1;:AA•22,41; I 1..._.; LOCATION 1 „II______, 4 . I it 1 ' J___ 0....„_... 1 .* X 1 ---- '°' EL- . p• , : ..7..z--,3 . ARM I R-2 . . .i . _._.... F . d• ONO MNIP 1 . =-.2 d• NMI. NEM =I : N . i ' N a I; 1 FIRE EXTINGUISHER CABINET WITH FIRE * __;;;; _17177 -II - --- _',- "„ _ -, . .................-4--,,II i r--1_ -, UNIT 2 BED FEC 1 .........._, * . - iS a L I it, II LJ 0 i :..,...; 1 ,i i - _ l. - ---"`" L. ._.1 • . EXTINGUISHER SEE 14/AX-8.11 %KUNO,OR i ,,, 0 ,....... . 7 ,-: i II !"I''. :. STAIR 79 OLF 290Tr- 51-QCC • ' • ... ot ,....___,:.- ir"7: itf i--, ,• ,f,..T"'" - '.01 I NLN,..." ., b ' '944 SF1 I OLF OCCUPANCY LOAD FACTOR OF '0 ! ;1 , ,,,,•,-:. . 1l'iii \ . : ,_, . ......, -1 il ' i .,,,,,......,......,, '---' ' 'IV . '.Af •I 01°'k d ! - N! 1 ;.:i'' '... 3; ; -.... , - . , • C P )4 II 0 SENSORY i 0 IL. ___...,, ; J . ••• •00, f"'", r"": ii it r \j '^-- 0 ii, .' -----, N ALARM UNIT - ' WV WEI _ ; • 1 1 OCC OCCUPANT LOAD ,- 3/29/2018 " 1 1... .a,,....en.- P f ‘I . • 0 .1 I '! q. _ . I . R-2. ) ._ , ,.. =, 1 , .1.,...... . . U -„r„, . P 1111 rri 1 ' - j ,. L 3.-U 1 "11 ' - - -- - m 1..=:,-Ri I-1mai _______, , • , UNIT 2 BED : , • I . r--7 , Q, 0 (--\ .L-7---- O. mm X mr 1 * II iipiRetili ?.:-.1 ,.. .1, k'! ;( 11 !(; : : - • 1 i i . OLF 200 = 5 OCC i 1 'o 1 I . A i -- - •--. , t 1 \ - n •,, -0 04 9.0- . . , „ . , x EXIT SIGN STAMP .. al .p I. tn i. b It X / I .'' 0 • .1,4 II 1.1.., / AC 1177i " - .7 i i (ACC) ACCESSORY USE(508.2)SHALL NOT BE MORE 944 SF .74. k , .,, , ;. ......,". . r i w / '. 7. ../ 1 . , \II C • IC)1 'I I ; 1 ! , ir- , F ' ' I. ; ' cj,i ( \ - - .• S- /•-•., 1 1 .. 1 i ' / _I '1 IY .'I L -. .IIII" 1 i C1'4---77:94 --,/ L••!--). /\ a •_7.:rii ,imit ,L,2., „ , , _, ,... / : ,... .),, ,:,,. u - :..) '--1 - Mill P., t-1-,111 IP ...-r;)---''J'I) '.1,7 IN .___1 1 . . ' 1 " F"---- THAT 10%BUILDING AREA OF STORY • - '''',4 - "P' /'. . . - 0,...s-',,,„ ••-fc - -- .:;.,„ ., „2.:),:,/ .. _ -,., ... , / i./.7.-7,-,".. .,, ,,, , .- .... .--, ..,, . „,.,'.,„,.. . 0 7., „,„ ,_ . , ,.,,.,4rArrorirr4*,lorporii prde;;F. ,..,.00 • .7:-- . „vaigriffra #1000#V7700,1 .. ., „..,Adren. , „„\ ,.„, i 1 . - i : /: 7 .;,.....:.„ ' :'Y/4". '.4517 10 3/4: -./,'„' -:,--'.• :'. /-,-'•_ ,- .•:• ' . '5' ..-.• - .., . • a„,--±4,1-.1:14pridi.:.1.i.1, ;i0,-,f 44,4,,„.tim„ •..or 4,,,,,p_ n-. , .-- . .-: ,-.• - .-- • , Amp, 441 AAA/ . •: :::... , ..-..• 4, • FDC FIRE DEPARTMENT CONNECTION _114_,,Lrnifl. . 4.' , -' -" 544014441741-X40447.:11.0174frog 4fer . jr/7„. *: CORRIDO47,._ :40110 prr:100(Criefrifffirr".• -. *,,,.?, • •,, /9:407 -gref. -.4". fir"orti oiffid . ir ,t, „.„,,, :IF ..,- .,..., • , .4.4 ..,,,_,,, .-_,....,. .. -:._ .,_ , . . . •_ ,..•. ,, , - . ...7,=, Imo F 4.„ 0 .2 4 01000 :: iit... comij, kr - .,) • , I 111.„, IL i s ' ;.0. ,$.1 , , ,, , . . - __ _ PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS I)BG PROPERTIES •zr_i : ! ty IF , .._ .., ,..;,........ , ,,,,,. „. ,, ,,,, * , , ,... . . II IF . .. „ PROVIDE 20 MIN RATED DOORS AT CORRIDOR LLC 11 • i I . .---- 1 , • ,, 7-1 40 ' "- - ' • i ? # I 1 r ;nal 1!° "Illa \' 11,1 1 i Urj II i ........J.T... . , 0 -::1 '',' 4f.:_1111_ :_ I m iii( ir---=-5. 1 ___.-----ii::,1 . •_.t .----- o, 1 t .. , 1 II. . , ._____ ,,..,..._ I . • ta.-.1.21_, . PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL 1 1 ER i- i_ : .. C...14(4 :::::44=-J.7-1 ii____,...,: , 40 Aa....1„--- - . ------: Li ,,--T • i Mil IL-'"V* ' 1-41."`" 0. ----I • 0 1 -- i . OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO ty.... .... iftwari 14 i...... ' :, ki ,.,.,,,2'. „ ... , - CONSULTANT EXTERIOR WALLS 1-HR 0 ------", 1 ... -•!0----. I 0 * :Or - ..-k-TIO •,' : , -, ..i,.. ,---.,, ,------4, j ----iv 0 * ----1__.EEIL_I' 7 R-2 I HEAD,JAMB AND SILL.OPENINGS ARE NOT RATED RATED PER OSSC i -:Ltil -.1 f 1 r; z -:-.. . ..,'!..7' k 1 ki r STAIR 1 , - --, . . , : , _P . . r,:t---- •,, TABLES 601 AND 602 0 i 7 ir pot , , „ , .._ . 1 :-- 1 rr . 4 ' I . _...... ..... i m L.:.:-.A... NNONI4 ----r-r-.=-1 • , 41440711 1 II Z. ="- 1....•1 .• . )4 * ,_ }t I • ....... aj 1=1.TZT-* - a-......, 10 .".....11 UNIT 2 BED II N.--..: ---,46 1 , • 0 :AIM; •..d Mt_iW Il f:474 , ' i , .: - .j --I , x i , 1 1 OLF 200 = 51qc - ...-, PROVIDE 2-HR RATED FIRE BARRIER PROVIDE 90 MIN I RATED DOORS 'I ,r---- n . ---1 ,--- . /I- :,, .... '-''' . 1 ,41 0 i . ANIS A „li : ,4/4% 1 •.----- i ; Z.1 : 1 I . i ; ! 4 i i--1. 1 1 i - (-------,• . :I - - .1 , 1 .• ..,, .. I .---... i - . 1 ,1-----1.i.-A.________i i 1 -I _...._ 77.....:(1 1 et;--)ii• ... ,:. '• , . , .. 0 : 944 SE i 1 i . ' • : i ,I..• ,....4, CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE 1 II E 1 II- I I 1 , _ :„..'._!_ _:411K/NL-•_1-----1 1 1 i L ____ , 4 - 4, 4!I-I 3 ' i ! , . . 1 1 i - - 1-m.4 i4 i. i 1----1; 1 , ---,,- i I I ---I i El 0 ' , 1 hi-- i.-I ir-----• 1 i it,s'i ....,...•.. [-,-- -- ...,, ,.._ 'J ___1 I i=orf„ f-t" ---' „ . . ..........._•••• .11 I 1 1 L__..i ,...---,_---... : - 't--11 1 -- I TOP OF THE FLOOR/CEIUNG ASSEMBLY BELOW TO THE I '/tor -i---1 • . ..._„ . : ( -1. - r------„ . 11 11111 1 L,...-...-j 1; UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE i:2--... • 11 ts---h _ --•-h r---,- T-11 N . I i • •• 11 i . i 1 .L ! 1- • AND SHALL BE SECURELY ATTACHED THERETO. FIRE it I, i 10 ft..., 411 • I • ,..„..,,, ......„, c:-.....-.---: " " 1 1 . " i 1 BARRIERS SHALL BE CONTINUOUS THROUGH -_ ..rm. _ .............. . .4.VI s -,;; ;--. . lr- ,""* ,'"..'"." ...--,------iiIt it .. COMMON PATH OF ( ' • FDC I r ; _____ _ • • , . 1 , , , i , . . , ii . , . 1 . . . , , . . . ..-1 , : 1 il . 1 i II ! 1 II: pi__ ..._ ' -, i .. 1) - - i;-Ii._11 _i I , 2.- , !.1 r , I I,- CONCEALED SPACES. TRAVEL=41'-0" e) • , _, I - FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE ---:1 I 1:------I I I-----1117 111 ' ' ' ti ! ' 11 . 11i I , : 1. . - --- (TYP IN 2 BED UNITS) R.2 S-2 R•2 - i ' I I I , , -1-_,___....J.---i.LL....-iTi-__L_Lii---p..!...Li-F.L2.1-TiLLL-7--T___ ;-.:. _ . --. , ----I -LpikPIA17R- i i. - 1 1---.1 1 1-.-. 1 1 17- I 1--1 "-H 1 r--" 1 1:- FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- (IVIAX PATH TO RATED UNIT 2 BED ELEV MECH UNIT 1 BED- 1 1 ,-----1 I--; I ;---.; ; ;-"---1 1 1--- i ;---: 1- --- 1 _ . 11- -HI ill III-- 111:---1 , :_-_-_7:11 ' I 1 - RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING ..: .., _ .. i , . . ; : , , . , • , , ' : - 1 I ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED STAIR=99'-9") - --- ---- . . , I . ._._...._ .___. ___ I :::: - ' THERETO. ----OLF-200-=75-OCC- OLF-3.00"- TOCC---OEF-200 = 4 OCC / • ••-1 __:-..z._--.........__ , __ .... . ., . 1, I 1• r . • 944 SF 22 SF I 637 SF -, ___ -- __Jj_---L----- R-2 i -- -2ACC) R-.3 R-2 . - . .1----------. , , IS-2 (ACC) ----r--______ _____I = , 1 I I Ft!..2 , 1 i', ---- KNOX BOX UNIT 1 BED-- n FIRE SPRINKLER UNIT ..TYPE AI" --''' il r----UNIT2 BED TYPE A UNIT 1 BED -L---STORAGE . . . . OLF 200=4 OCC OLF 300 = 1 OCC OLF 200 =4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300= 1 OCC Ifi OCCUPANCY SCHEDULE-BUILDING 1-LEVEL 01 . . STANDPIPE-TYP ..... ' -:----- 636 SF 22 SF 667 SF 968 SF 637 SF 22 SF . . . i NAME I LEVEL I NUMBER I AREA 1 OCC 1 OLF 1 OCC LOAD - . . 5 - . * • GROUND LEVEL 1 BUILDING 1 - CODE PLAN - LEVEL 1 . . . • . UNIT 2 BED GROUND LEVEL 1-101 1944 SF R-2 200 5 CNI UNIT 2 BED GROUND LEVEL 1-102 944 SF R-2 200 5 • 1-0.1 SCALE: 3/32"=V-0" . UNIT 1 BED-TYPE A GROUND LEVEL 1-103 666 SF R-2 200 4 CO 1 - . UNIT 1 BED GROUND LEVEL 1-104 637 SF R-2 200 4 . x•- . CD • • UNIT 2 BED GROUND LEVEL 11-105 969 SF R-2 200 5 ' . UNIT 1 BED GROUND LEVEL 1-106 636 SF R-2 200 4 .1 - . COMMON PATH OF . • UNIT 1 BED GROUND LEVEL 1-107 638 SF R-2 200 4 LLI LU 'TRAVEL . • ; STANDPIPE-TYP - UNIT 1 BED-TYPE A GROUND LEVEL 1-108 667 SF R-2 200 4 > (TYP IN 2 BED UNITS) UNIT 1 BED GROUND LEVEL 1-109 637 SF R-2 200 4 LU . UNIT 2 BED-TYPE A GROUND LEVEL 1-110 968 SF R-2 200 5 Elm.,,,i .....! ' S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 COMMON PATH OF . UNIT 1 BED GROUND LEVEL 1-111 637 SF R-2 200 4 C/) STORAGE UNIT 1 BED UNIT 2 BED UNIT 1 BED STORAGE UNIT 1 BED STORAGE UNIT 1 BED S-2 (ACC) UNIT 1 BED GROUND LEVEL 1-112 637 SF R-2 200 4 Z TRAVEL=38'-3" . . - OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC (TYP IN 1 BED UNITS) - OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC - OLF 300 = 1 OCC OLF 200 = 4 OCC STORAGE UNIT 2 BED UNIT 2 BED GROUND LEVEL 1-113 GROUND LEVEL 1-114 944 SF R-2 944 SF R-2 200 200 5 5 < 22 SF 667 SF 967 SF 669 SF 22 SF 636 SF 66 SF 637 SF OLF 300 = 1 OCC ELEV MECH GROUND LEVEL 1-U12 22 SF S-2 300 1 CL . . • 1. :- • • - A :;1 , . . .. . . . . --7 . . .. ) _ _ . . . .. .1 I ,) , .. i 22 SF FIRE SPRINKLER STORAGE GROUND LEVEL 1-U13 GROUND LEVEL 1-U15 22 SF 22 SF S-2(ACC) 300 S-2(ACC) 300 1 1 . fl. . . . ,. rzz. ,,..._____., LU . .. • . . .. .. - V. ' ' 1 1,11 , . . il ,, - . . ,- L..___.il I STORAGEELEc (110 Ci • GROUND LEVEL 1-U16 66 SF S-2 300 1 l' i 411U Ii• Mil . - , .. . T.;-.-_ _---,. i . . .. '.. ' rSTA1R 11, ;1.--_. jj Mill - ". ' , . z. . - . -- ,- • . . . . . .,t-...,.; ... , *„J. MI . .., . i....--.4-, ,..,...., 0,.:.1____. GROUND LEVEL 1-U17 22 SF S-2(ACC) 300 1 - f . • ,-- .,I r-- -i ---L.. te 0 oi.,....nrn. i I !" [-.1. STORAGE GROUND LEVEL 1-U18 22 SF S-2(ACC) 300 1 - CII w Cr) , • [ roi 11-•• --- 1 1 1 .:,' 11 t k- I 1 5 I ! .-111 I 1 !-, i Itr- II da,. 0 Wail 1 i114:40.- I•i-" - 1 i 1 i --• i 68 .....1 1.,,....._. . I , , 1 1 I !.'. ,-..--.kW/all 1 Y Ei 0 I ri - . 13i,:-•-•4 . • , ; t ,..-42.0,,,..,,, --- 1 i ..:.0.1 r..... 1 : , I , : a I--1 *• 13 1 1 1 Fs•11 i I 17 1 , 1 . : raffilettrdIM !I ' __11 R.2 LLI 2 (3) .=, i . __, .= 1 ---, 'WM;t WIWI" ,•• ---=-_•- L.- 4- . - . L.__,•••:= 4 •----• t_=.•.I - -.4 - EXIT WIDTH STAIR WIDTH • 0 ; •• V -• _1 1 Ilt• .1MN. ONO mos , 1 _Ale 1-.'-: r.47-7 il r ° ---, . 68 liamm D ce ,....-, t--7 r•-1, ' ,--,, 7.=..1 "."" ""'" 'V ti---1 -X ME • MO • 00...' UNIT 2 BED OCCUPANCY LOAD THE STAIR WIDTH SHALL - r r- -t,%.41,14rxmrd • " . . -ror 1 al t• ‘_._ • i,,,,• , --1 EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH U., i 0 Z ,.. - OLF 200 = 5 OCC il," Lira,f _ • ; or A A/Pr i:--- - k w. (---,rs is\ IMF- - EXITS PROVIDED ' 3 REQUIRED.SEE OSSC _ _. . ._._ ____. • ,...._,,ii e_. s - 0 :, SENSORY --------,0 * it \ 1 , ,..*-........ . .-__....-- - OCCUPANCY LOAD PER EXIT=68/3= 23 EXCEPTION 1005.3.1. LIJ u) fx 14 -----------. --- ......, , 0 . _ALARM UNIT . 1---, '' r#7741 0.- . N.......s. ro , MAX EXIT1NIDTH REQUIRED=58 x 2"= 11.8" R-2 , r.--4 s' ii ,-------, . - "I I E 11 " t } m-.--, 1 II= P.M < ."---..---1 . ---1 ., , ,..._____:i ,!„Li L.;_:.) 1 - ,,-,----1. -1 . ,.. . i till --,T74---i---1 -'..1,-:-..:----; A.... '40' '-•,-`,---- g 1 . . CLEAR WIDTH PROVIDED UNIT 2 BED ' , ., - .• : . 0 ( ',7*- ,-- 0 . •• , , N. l'.* ;f777 , . , . ....., ..., OLF 200 = 5 OCC 1 • . , „ .. ,,.. ....„,L' 11'..6,1mtvpii. =- Aw",,N - • . 1.11111 N, I''' ' CO I 14 ?',-',. r\' .... kt : ,i it: r; 1 . ,, „... 71,' odi .. • , ,,,, ., , , ____..._...._..„,_,,........: ,:,,,,, • ,•,. 944 SF i I I.. 3-in 1 ;..,, 1.0,, "'' 0:,, Ck,•11•2 fq .'.`:;:::-.--j err, • \-1.___.*; . , - ;; ' - '`.' "' ' ' to' . 1 1 - i 1‘..-,-) A . • NM le-lir"--'-s-mr-----xr Irier.,:.„: ;. ,,,,,,. :,, .,,,i, ;,:,, ;,.;,2.„ ! A4. ,. .74,0,,,,,,~; iresigair7,. . : .„•.,, •.., __ ..„.„a do.0074:ezdzi„..400y.49ertotoottirofrAi .. . . , ,. TITLE SENSORY IMPAIRMENT UNIT Ai. 4.• .47.007174.0.e&# 4,...,77r-40,,CORRIDOR 00 4 ii•se 0 Ar 'i -,,,-f . .• 4.0 0'4 0 0 Wo://leiffi 0101 1 . # DATE DESCRIPTION 0,1,4 4.:Writrfir-ierdire,/07,31,A907 4ra V w 1/0/1144 -: .. ie?AV 4044.440141.410" .40t. ' ..deo ...d • .. i r Aor A r Aftffiloterlogelete-fif 400444, .7,•,.>. -40"0,fiv ;Wird r 4e1W-'4§',11" 0 er irivr . 4.'1 - - 4--- `94.7,74f-0,-4.4r4g4r4-7-,,-, , lc / A:J I . dir,,,.... , e,,,,, , - ,, Al A t r-1,--,* ,,,,. •.41,1,44' 1 lo i ij-.,. -- ii "N. ^:N^I,i 1 t ••',-.:1 '-'' : t ,, _ 4. ; Al! . .. - 7'' - ., •"---)- 0 0 IP . ---i •\.:2.. 1' * k...., r-. , .'3.1.1...._.:,,,) ' 1 • (--;--; . ) 1:.; 1-1 r- -4:1---1 0 v . .).„....(;...2.vc.).- i • . - AL2..___. , - i .1---I i •;---,,,,,,i;-----;;-,1 m -•.•-•-• .1, ,,,, . it,---; 1•1 ( ___,2, ii ,, _____ _ U ' -• y/ r: ,i, I ‘,, , , . . • -, , 1 • (i- . 1 .. 11,7 i I 4 ei ii, 1 II' . 1 mu : I . LEVEL 02 , • 1 . LI : .i I 1 i • x . e i ..i*-I i UNIT 2 BED LEVEL 02 1-201 944 SF R-2 200 . 5 , i i 44i'l it LLJ '1 ' 1...--'1' '-' 1 '1 .001C1 ;1*-. 4 41! -1,, !I 1 -* , 4111111 1: L-1 1 i ., ii• F.---',r 1 " i -----'" N. . I. ': 1 = UNIT 2 BED LEVEL 02 1-202 945 SF R-2 200 5 -,1 1 . i , ,....,................I , . . ;:.:-.--4 ......i. : i 7 ` .., • i 0,4 rfir ,_ '. ' rl r ,...01 T20151 sAC'e. .11116,; . 3 : 1 UNIT 1 BED LEVEL 02 1-203 667 SF R-2 - 200 4 LLEvEEVELL 0022 EXTERIOR WALLS 1-HR i II .. • • ,..___, L.....1 M 3 . P `71r" ..'' i., r •,- r''.'------t ._._.___.__ pstio014 0 .... - ---* r---1 ook ow ........, - ET .... 0 . TABLES 601 AND 602 - jg t'-'-'. . N • 1 1;5:;1' --L Jorefo. 4 ._ t---4i ' l'...-„AI se?.....,..--A 1,.. .,-1 mikim•-•-•ri• ‘ ommtP 1 tsz:...IL.. :___ i- -'----" :0 - . II,:j \.- 1 11.2 638 SF R-2 200 4 • UU NN I TT 21 :I:DD 11:2°045 967 SF R-2 200 5 I - L_ „--1 UNIT 2 BED . rt.• ..• -,1 •NM .MID MEM MI I I i -;---14- .41112, 411•11); AMPA 40/Klt _. 1 \,- mow [ 1.---1 \\,_ _ ,..._ ........, ,....., ,....., ,......., ,......, ,......, 1........, 1......i 1......3 .,,,.4.,... ____I 0- UNIT 1 BED LEVEL 02 1-206 636 SF R-2 200 4 ''"-----71•-- -----i •--- i........: OLF 200 = 5 OCC UNIT 1 BED LEVEL 02 1-207 669 SF R-2 200 4 , ..._..., ,4 / AIKIII. APOWL. ,7r i ' lk..-1.1.21-----1 ' M: ' : . II • . . '*. , ANIZ AMC" --J I 0 it ! ,,,li X' r =.: , i.N 13 : , 1 si i , t t / •••• AllrilM , I 1 • i , i I I 11 ' I: FL, 1 1 ii , :„ I : ! , 943 SF UNIT 1 BED LEVEL 02 1-208 668 SF R-2 200 - 4 . ' ftl-f-----1-1 ir- 1-7 FT: _____,_, ' ' ., , . , t i 0 dr-iutrairric L.i1 . , 1 '.--.-.. . .11 :1 ; , , • • 1 •4 HI:••_-1 I K:' [-_1 LI 0 UNIT 1 BED LEVEL 02 1-209 636 SF R-2 200 4 REVISIONS li Li 4-1 III - I I I : - 4 I----14 r *J.,,oliisizawall,,,," i t . 1 1 is.•1 , 1 i 4'1 j t 1 ,, : it _.1 . . I !--- •if , __ II 1 4-, , , 1 i i 0, . UNIT 2 BED LEVEL 02 1-210 967 SF IR-2 1200 5 LI iii i 1 Lli .........._-,,,,= --. 7_,.._. ._ L i 1 li ,/ ` I' ': •- • ... .. ,... . :., ,. , ,........ . , , -, .. ___ _ . ______ , , -- : 7- - '-•-- ---' f 'i 4 -' • • " - 1 - , __,...„,_,. x_ _ ; , 1 . v.-_____0 - .=-_..±.. UNIT 1 BED LEVEL 02 1-211 637 SF IR-2 200 4 17- t.„.ii i S STAIR/ * • . ' .* . ", ... n , . . ,, ,, . i 171 iL- . • : - n' -' *- . • :. .. - - „ . Illk 1 II UNIT 1 BED LEVEL 02 1-212 668 SF 1R-2 200 14 , II . -r1 . . . . - - . .f ,•• .. iii 1 . . , ,. . . , !4, / A. . , .. . „ _ • , ,, L._..._1, • .., d,••,--li .,_,--:_7., . c_-.-7---f i -- I)--,! . •4r4is _ •. UNIT 2 BED LEVEL 02 1-213 944 SF 1R-2 200 15 Author Checker . .„ , 1 UNIT 2 BED LEVEL 02 1-214 943 SF 1R-2 200 15 DRAWN BY CHECK BY COMMON PATH OF p • . .. . .. I 5 . . ' . • • . . STORAGE LEVEL 02 1-U21- 22 SF S-2(Acq1300 1 'TRAVEL=4V-0" S-2 (ACC) R-2 . . STORAGE LEVEL 02 1-U22 22 SF S-2(ACC)1300 1 PERMIT SET (TYP IN 2 BED UNITS) • R-2 . • ' . . . . . UTILITY • STORAGE STORAGE LEVEL 02 LEVEL 02 LEVEL 02 1-U23 11-U24 1-U25 22 SF - 1S-2(ACC)1300 22 SF 22 SF 1 1 S-S-22(ACC) )11330000 11 STATUS • . (MAX PATH TO RATED UNIT 2 BED • STORAGE - UNIT 1 BED . 03.29.2018 STAIR=99'-9") • . OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC . . DATE 945 SF 22 SF 638 SF STORAGE LEVEL 02 1-U26 66 SF S-2(ACC)1300 11 • Ri4 S-2 (ACC) Ra2 S-2 (ACC) R-2 R.2 S-2 (ACC) STORAGE LEVEL 02 11-U27 22 SF S-2(ACC)1300 11 17052 UNIT 1 BED STORAGE• -. STANDPIPE-TYP • OLUF N2I0T0 1=B4EODCC OLF U30T0IU=T1Y OCC OLUF N2I0T0 1=B4EODCC OLFST30O0R=AG1 EOCC OLUF N2I0T0 2=B5EODCC OLF 200 = 4 OCC OLF 300 = 1 OCC (‘k‘IIIIIIIIIPr 71 0 PROJECT NUMmiBnER . 636SF 2SF 668SF 22SF 967SF 668SF 22SF i. • SENSORY • EXIT WIDTH MIR WIDH • • - . IMPAIRMENT UNIT occuPANCY LOAD 70 :THE STAIR WIDTH SHALL A0 i 12 EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH 2 BUILDING - 1 - CODE PLAN - LEVEL 2 . . . EXITS PROVIDED 2 REQUIRED.SEE OSSC 02018 OTAK,INC. - - 4 OCCUPANCY LOAD PER EXIT=70/2= 35 EXCEPTION 1005.3.1. . 4 1 1 SCALE: 3/32"=V-0" * . . MAX EXIT WIDTH REQUIRED= 35 x.2"= 7" if this drawing is not 24"x 36",it has been reduced/eniarged.Scale accordingly. . • CLEAR WIDTH PROVIDED AT EACH EXIT DOOR= 34" - . • STANDPIPE-TYP • • • COMMON PATH OF DISCHARGE IDENTIFICATION CODE LEGENDPtak TRAVEL=41'-0" GATE(OSSC 1022.8) (TYP IN 2 BED UNITS) PEDESTRIAN BRIDGE EMERGENY EGRESS PATH, TO PARKING LOT MINIMUM WIDTH OF EGRESS • • PATH IS 3'-0".PROVIDE 1 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 FOOTCANDLE LIGHT AT FLOOR STORAGE UNIT 1 BED UNIT 2 BED COMMON PATH OF S 2 ACC) LEVEL.DO NOT EXCEED MAX TO Otak Architects, Inc. UNIT 1 BED STORAGE UNIT 1 BED STORAGE UNIT 1 BED (ACC) Bos SW venue,Suite 300 TRAVEL=38-3 MIN ILLUMINATION UNIFORMITY . OLF 300 = 1 OCC OLF 200= 4 OCC OLF 200 = 5 OCC (TYP IN 1 BED UNITS) -- OLF 200 =4 OCC OLF 300 = 1 OCC OLF 200 =4 OCC OLF 300= 1 OCC OLF 200 =4 OCC STORAGE RATIO OF 40 TO 1. EMERGENCY Po land,OR 97204 22 SF 667 SF 968 SF 669 SF 22 SF 636 SF 66 SF 637 SF OLF 300 = 1 OCC LIGHTING TO BE PROVIDED BY m� n 503,287.6825 1 BATTERY BACK-UP, www.otak.com 22 SF - ' - .. . mil. !-- , 2 • I'�" ..�- ; • i ._... ► t,,,, DISTANCE 250 ( 01s ) " TRAVEL , .: N __ =1 _. s—= 1 __. `_ r COMMON • P 4 ii. t 1 ; ; I w ... { : _-' r-- ,� _------_-- - . �>�. .,� I; --x.'.,,, ..-..,. ;:, 1 ;- - -.- . , ,1/ �� ,'- I --s ,w ..e r�- ...r.,:• ' r-- -•t. Al'H OF TRAVEL{101 .3) 'k__4i n ,II.-- 1 ; A ;►� .—III. I t I, . —i ''' .. _.- - .jam � �, ; fl t i i - - - R-2-125 MAX .+1w �- ,'II ,. N , x'" _ N, ' � li-.-- I 3. E k �~ T- -%/.�1lla� %'ong� ii 3 ".y' _ .t i ' {741/ 1 , f " ,II, • _ _1 r__ ► A- 75 MAX • ,lam .___.-. _ i • I .—+ { I`•-- II' L I = OCCUPANTS EXITING PER EXIT . BRIAN R.FLS Minn /4 I% R-2 - 1 .2-.- ...., _ r-___...:111 ,_..ra , �_ _._. r/�:�ir r� ___ LOCATION • .. .. .-- -`. , •,.' 3314 "me.!P �, _ . UNIT 2 BED . �„•-" • I �' r -- i " POMANf}- - 1 1SO C FEC- �i� ; .3ih *-- . .. .- ., LF C EXTINGUISHERSEE14/AX 811I . T" TAIR " 200 = 5 O I.::1.,-,IF:;!; T• ii{ 1 -I arra...•.......,. — Lp 7gIAi ,j., o•.n-+ar:.sa-aw,e_: .. •"R-2 - _ _ _ I j OLF OCCUPANCYLOADFACTOR�, 3' j .r'''4 t * - 1 i ' . _. _ J3/29/2018 UNIT Z BED • r ." 'q _3 - --- r t i' i••,,,,,. - N 12• �I I -_ II - .. N z �""""ti # 1 1 OCC OCCUPANT LOAD STAMP a ' - -."...'—:- _ .. - " M k --._,.'3(,I: ) ]��„^meq OLF200 = 5OGC i I N ..... ■ • /� rr i a - ' •I ii leg I f EXIT SIGNi ,... •1 Ili _,4z _} 11-ii 4• 943 SF :; ~ ; ,yr t _-.__..-..: " (.) di .. , -�-.j 4 .•4 1 — r i�0 ' y firs "451 � LL—... �, �Y'�— � _ . ''�' i , `�1 z _ 1[i f � ' •f 1 � w . I T Y L r� . �. =T—_->r•T T /.'..r.',.'�'. w .w 't P a Z �I wl� ri � !!w:' � - � �—�' ��Loin , . r_' P i► - .r.�a. .�`i i*/1i • .r" ��'r �/.r , `r /�`` ACCESSORY USE(508.2)SHALL NOT B 10314 �� / " f/ •0• ' • 9.44 �� i (ACC) THAT 10%BUILDING AREA OF STORY "r;',' t l.. ♦i'ef ri1 i� Al*?t16 • 0°,4"jr, ;Pp ....�� . :.�,�,,,��Pi'� 'GORRIDO d� / ..�i. �! ��.ii �,�z4.,��.�r� .. . 45'-11" ii— �' ,� TT Z T �. .l f >t ...via /,�' i T TT T= '_T`Y� - i i i f i f I''�L+�j4 - ' � :�..�° • Il 4t ot q u _ ur �I FDC FIRE DEPARTMENT CONNECTION • .. .. .1 i ( .,' l t : .'�'+�. .,< ....M� >f i _ i 1 j,. 6 ♦ +1 ,r_._� l 1 Rr.- ♦i r ` i. II I � �._- ,._� r".:'y �..y r ""' _<�.._... �' �� ^'-_.x� "S • -,-'•I __ � w' � �,n ' ." j,j ' 4j •;- o &-..M :, N .f ,ice _ . . N DBG PROPERTIES J : / '!i p li :l - 4 :: i 4 K rxt - . w_ LLC b _I 1 J, Tom / iYYi..ill 1 _ ia_-: - 'TT---'.� _ • � .. i f 1-HRCORRIDORS 1_..__.., .. N " r i•----.- ,:::.) �// W 1 __ilk rN _ {r �N"' ----- i PROVIDE 20 MIN RATEDDOORSPARTITION CORRIDOR ' 11 n 1 _i ,n JE ♦ _ Yf li, ..._._Y3 �" ` -'V'_^., N __ _':". /1 1'� i..__J_ 'x ---�w:r.- ♦ tri.- �"'' -__ i f.---, , _ _., ',..... _10112 NC _. I --' LL-IL. ,.NN • _ �" } EXTERIOR WALLS 1-HR -- 11 _ s 0 ._ " � . .' _ i< `"06 OIA Di M ,� ,_: t_, - - :krill . I ,��/ " " _ k �:sE, t PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL RATED PER OSSC 9 I " . ,. . .:.:,., n .., �`�i $.i[ S�_, .. ..".. I :' t?Ii R-2 CONSULTANT >--' " -� .; N - Mei t- '�� T Nµ \�SEpA.. s.. .. ' N , I . 1.....1_1_,, 11...)1._- OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO TABLES 601 AND 602 I I t,' " p ., t ..:, ,�� x LL-it - > ); _-.2..7..;.j " -- .✓/E%r'i<< --� } " _ 1 '" , --u-' HEAD,JAMB AND SILL.OPENINGS ARE NOT RATED I UNIT2 BED ♦Z'AN iiiWAAL ht x N'7N=' OLF 200 = 5 OCC Ai •„/ r/%fr/.rr/ ii '----' I -_,, - - is ” •r''��'�korai:Inc i p i r « - -�- ---- 943 SF �..�.. PROVIDE 2-HR RATED FIRE BARRIER.PROVIDE 90 MIN RATED DOORS N- _;. :i! , :N'-.I =.if4. ,,_; ,N. —...� N` i t , , i • ' 417( II i; ! j om N 1 I i j" sF" .. Mx 1 . .N" " i r ii 1 ki _ I _. i.---....1 -- ___ I . — _� - __ E BARRIERS SHALL EXTEND FROM THE " . ...�.x..»,�...», _1 .. I: i __,.rr+.,.a. a L.._....� is �..�_,. '..w' N E �:_._ " -_ ' I " I . CONTINUITY: FIR II w_-__. ) .11 M .. , . . . iiii , ._, --M _ • r i. M 2.----.-%! --M TOP OF THE FLOOR/CEIUNG ASSEMBLY BELOW 70 THE' • } l' ,••.Mi A . . . lik 1 - ." _, _ : • . •• ..• ..1-. ,• • ■ -..,.,...-»w.v>a....r z z - - «... ;. ...... .» - •• �: OR OR ROOF OR DECK ABOVE T II -=T _ ri►, .. `.. w - -,� AND SHALL BE SECURELY ATTACHED THERETO. FIRE COMMON PATH OF i ,1_• . BARRIERS SHALL BE CONTINUOUS THROUGH (TYP IN 2 BED UNITS) R-2 S-2 (ACC) R-2 CONCEALED SPACES. (MAX PATH TO RATED FiRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE STAIR=99'-9") UNIT 2 BED STORAGE UNIT 1 BED • FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- . !1 OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING 943 SF 22 SF 637 SF • ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED . R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 R-2 • S-2 (ACC) THERETO. • <3 • STANDPIPE-TYP UNiT 1 BED UTILITY UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED STORAGE OLF 200=4 OCC OLF 300 = 1 OCC OLF 200 =4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC • - OLF 200 =4 OCC OLF 300 = 1 OCG OCCUPANCY SCHEDULE-BUILDING 1-LEVEL 03 636 SF 22 SF 668 SF 22 SF 968 SF 668 SF 22 SF - NAME I LEVEL I NUMBER 1 AREA 1 OCG I OLF I OCC LOAD • • LEVEL 03 i BUILDING 1 - CODE PLAN - LEVEL 3 ,UNIT 2 BED LEVEL 03 1-301 943 SF R-2 200 5 I UNIT 2 BED LEVEL 03 • 1-302 943 SF R-2 200 5 1.0.1 SCALE: 3/32"=1-0" I UNIT 1 BED LEVEL 03 1-303 667 SF R-2 200 4 {UNIT 1 BED LEVEL 03 1-304 637 SF R-2 200 4 11Imam . CO 1 UNIT 2 BED LEVEL 03 1-305 968 SF R-2 200 5 UNIT 1 BED LEVEL 03 1-306 636 SF R-2 200 4 J COMMON PATH OF UNiT 1 BED LEVEL 03 1-307 669 SF R-2 200 4 ! W TRAVEL=41'-0" • (TYP IN 2 BED UNITS) STANDPIPE-TYP UNIT 1 BED LEVEL 03 1-308 668 SF R-2 200 4 UNIT 1 BED LEVEL 03 1-309 636 SF R-2 200 4M (.i ^ UNIT 2 BED LEVEL 03 1-310 968 SF R-2 200 5 � J S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 R-2 UNiT 1 BED LEVEL 03 1-311 637 SF R-2 200 4 • • STORAGE UNIT 1 BED UNIT 2 BED COMMON PATH OF TRAVEL=381-3" UNIT UNIT 1 BED STORE UNIT 1 BED UNIT 1 BED S-2 (ACG) UNIT 1 BED LEVEL 03 1412 668 SF R-2 200 4 Ct ci) OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC (TYP IN 1 BED UNITS) -- OLF 200 =4 OCC OLF 300 = 1 OCG STORAGE UNIT 2 BED LEVEL 03 1-313 944 SF 1R-2 1200 5 OLF 200 = 4 OCC OLF 200 = 4 OCC UNIT 2 BED LEVEL 03 1-314 943 SFR 2 1200 5114C • 22 SF 667 SF 968 SF . 669 SF 22 SF' 636 SF 637 SF OLF 300 = 1 OCC STORAGE LEVEL 03 1-U31 22 SF 1S-2(ACC)1300 1 _ 22 SF • ,fir ------i----1 __ ._._ - . - _ - -4- - - T _ ,� M _ s. � UTILITY E LEVEL 03 1-U33 22 SF S-2 ACC 300 1 15-2LEVEL 03 1-U32 22 SF ( } 3 ,�� LUin . . [I - - • .• '. . _ _ 1;__• '� STAIR Z • • - _ j -- �` STORAGE LEVEL 03 1-U34 22 SF S-2{ACC}X300 1 CO 1 . , , _- - - Ce CI LEVEL 03 - " M i= _ �_ 1 -- _ • I ___ - _ -_ STORAGE 1 U35 22 SF S-2(ACG)1300 1 ) I ; i iI �� _ Ili j " �-- �: ♦,I Agri. �I" I i y .-Irk-'''''' , i 1 f STORAGE EL 03 1-U 66 `- `T✓ ' " 1. LEV 36 SF S-2(ACC} 300 1 Q W tOt �� a r([ ii } t[ '"_y i TiLN;1i 11, E j ' N 3/ ._:III i } ;"�- i x _►a265, 4:.i•' it-..1 1 t-= :- ` I STORAGE LEVEL 03 1-U37 22 SF S-2(ACC) 300 1 L` tir i . `F .1 i I Ni,f+•_—S i I�--•s i yi—`. X i S 3� P , 3 'NO..'P Ki�2i' ,' 13 - '.L - I` t� _ -,� 1 1, L_ s I i I(,, .:4 i ;N I' L -., .N .,, I ;:�.��1��; MSI I I I; ! _ __ STORAGE LEVEL 03 1-U38 . �22SF S-2(ACC) 300 1 F.. N i y " 4 11' 1 rt INN ,1.comp � --! i R-2 2 N Imo- T-' • "" -r x _M II "- �1- _I II L." '.21a'T2II �'I" �' r�/%7 ,= ' OLF 200 5 OCC WIDTH STA DTH I = h i - 1_I �v�. 1 DI ,� ;: - OCCUPANCY LOAD 70 THE STAIR WIDTH SHALL -� " -.— -_—— ---.._- " 11 M L•._ _J;_..." _ , M _. F IL y 944 SF EXiTS REQUIRED 2 MEET THE MAX EXiT WIDTH C R-2 y _ :I a EXITS PROVIDED • 2 REQUIRED.SEE OSSCIJ Ili 1 4 ti q -.- " I `f i M ;:ry _ -- M OCCUPANCY LOAD PER EXIT=7012= 35 EXCEPTION 1005.3.1. D < UNIT 2 BED " _.� - I ' -- u!! • 11 r 11 " _ '4717,=-_-1 �'....:_-•,. I x MAX EXIT WIDTH REQUIRED= 105 x.2"= 21" r.,, c. • OLF 200 = 5 OCC 3 =i N • �.� '� rN ii{ CLEAR WIDTH PROVIDED CO — i { r _ 411,,..---„,. .-, '7�_4 AT EACH EXIT DOOR- 943 SF • :1 H �; . ; `- -.. r, IA, / rte= " , ,i ;�sii ♦... ,• ` i .`...,...__..w._..r 1Y - I �.r .__ l lr---y 4-. 4...;' t j��--�"" . i 4 ._ 1 J ' 3- Istrf +�' • Y _ .. .....11 .._, ,x 'r.. r _f.Y (� s'I. i![ i_... .. -r'1 �T T T i i 1. - . _J a Y3".--YYIf-- _ .— . .. , .. .i —. _ I _ ` ,�`` • . 45 -1 t)3/4 ♦� 7.411.744-#-Ar$/►��et1, 40� �r e�' 0' '�/:" I TITLE . .�o,,�� st'r 4 �►' if�� / ,//J' r� ®/ 45`722_4- 11 .�j ,�t,�� /• . . r. .ir• P�i 4� y V' . CORRIDO-rip, , •le:///iffirjr4tik,,,,, - 1541 y ♦+ / �' �� wardi� OCCUPANCY SCHEDULE-BUILDING 1-LEVEL 04. °P..I�".4'� �I' . �� iffarz,+1c .. ,erg 4,w0''. , • . �- , . �r arr . -- ,,raw ATE DESCRIPTION -if , ,, - "`, .t.) ,,-,.,;,,;, , ci-i ,� _ 0 ,�� ...5` ;1) 4 it/ ( F'• - •-, r ►-^. _ % 'i 1 - Vit. _ ''.j `---^1 I ' j' . x - ; , _.:_.1; _ :_ t= _.` _ .1'�!-� r - `_ _ »L - �� ,) l.__- _m-: i G._._. NAME LEVEL NUMBER AREA OCC OLF OCC LOAD _ , - II i. ._ .�.4, .. ,„t , N ( i - •- , i-? ; i I I I i I 3 i ---iiim 1 `7 � , i M4irn " M 1i{i 1, --3 I M ' 11 I - 1 i` tt ,.r ;t I , �, ,M _ _. • 6- I - z - Ile ► N ter.: ;\., r , . k I L___ ; :____-=�, ► -:=- r== :,� N -__-_ LEVEL 04 J il s-- ¢ .d;E -_LLI _, I ) -,r fr UNIT 2 BED • LEVEL 04 1-401 943 SF R-2 200 5 EXTERIOR WALLS 1-HR i II •-•�-- -- _ _._ ___ "�, ___ _ N I :_. UNIT 2 BED LEVEL 04 1-402 943 SF R-2 200 5 RATED PER OSSC I '1 ' 1 1 �,,- '1 /1-,Fer ��# _ ,g5 'T 314 TA1dCE_ , ' .-=3 ,i s" ' t ♦ -,r� UNIT 1 BED LEVEL 04 1-403 667 SF R-2 2004 1 TABLES 601 AND 602 ;;o:K • I I �. .A . ' r_`"571 S10 is i r N _r I N I i 1. - ; „......1_4;41-.1--L..._ 2 ... ..r J : ri r�i, { SES' �' 1 1 1.... UNIT 2 BED UNIT 1 BED LEVEL 04 1-404 637 SF R-2 200 4 /AM>Gsiia - E , ` 1 i rr - - - J 1 'C _ r ___ s UNIT 2 BED LEVEL 04 1-405 968 SF • R-2 200 15 _ i g I ii'''MP i; _-.i .) _ ~..i I ;M M J I • OLF 200 = 5 OCC UNiT 1 BED LEVEL 04 1-406 636 SF R-2 200 14 "- N �--� •� # :r �'erg!! " """ I UNIT 1 BED LEVEL 04 1-407 669 SF R-2 200 14 • II ~ �±._..�i _ i ii I ri �i� = I I _ _ 1 ` + _ i i ` I - _1 ,I " " 943 SF to i iiLi • _ UNIT 1 BED LEVEL o4 1-408 66s SF R-2 200 Ia REVISIONS — _ _ f I 1 ��. ' i I ._ _,: r I _I. I - #Jii. ---1 :4i I - ti _ UNIT 1 BED i I it; _ ; . __, J I 11' ; I "� "_ I LEVEL 04 1-409 636 SF R 2 200 4 L,-._,_-..4 ,r--T _ -,----r, ' /STAIRA1 " -- I. ----•,i UNIT 2 BED LEVEL 04 1-410 968 SF R-2 200 5 ' I w I _ " . " iik UNIT 1 BED LEVEL 04 1-411 637 SF R-2 200 4 I 4 • • t N 1 _ .•,. r,_.., --.,,... �I�i T T »Ρ....w,.�......-._ i. w Author I' .• - - 1- -• .• - -I er UNiT 2 BED LEVEL 04 1-413 6944 SF R'2 200 5 CHECK B COMMON PATH OF / 1 r UNIT 2 BED LEVEL o4 1 - TRAVEL=ai-0DRAWN BY Y (1-414 943 SF R-2 1200 5 (TYP IN 2 BED UNITS) R-2 S-2 (ACC) R-2 STORAGE LEVEL 04 I 1-U41 22 SF S-2(ACC)1300 1 PERMIT SET (MAX PATH TO RATED UNIT 2 BED STORAGE UNIT 1 BED STORAGE LEVEL 04 11-U42 22 SF S-2(ACC)1300 11 - STATUS STAIR=99'-9"} OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC 1 UTIUTY LEVEL 04 1-U43 22 SF s-2(ACC) 300 11 03.29201$ STORAGE LEVEL 04 1-U44 22 SF 8-2(ACC) 300 1 DATE 943 SF 22 SF 637 SF R-2 S-2 (AGC) R-2 S-2 (AGC) R-2 R-2 S-2 (ACG) STORAGE LEVEL 04 1-U45 22 SF 8-2(ACC) 300 1 STORAGE LEVEL 04 1-U46 22 SF S-2(ACC) 300 I1 17052 STANDPIPE-TYP UNIT 1 BED UTILITY UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED STORAGECl) STORAGE LEVEL 04 1-U47 22 SF S-2(ACC) 300 Ii PROJECT NUMBER • . OLF 200= 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC 69 - 636 SF 22 SF 668 SF 22 SF 968 SF 668 SF 22 SF ' EXIT WIDTH STAIR WiDTHAi • OCCUPANCY LOAD 69 THE STAIR WIDTH SHALL - 0 . 1 3 EXITS REQUIRED 2 • MEET THE MAX EXIT WIDTH • INC S EXITS PROVIDED 2 REQUIRED.SEE OSSC K, 2 B U i L D I N Ca 1 - CODE PLAN - LEVEL 4 OCCUPANCY LOAD PER EXIT=69/2= 35 EXCEPTION 1005.3.1. ®2018 OTA • 1-0.1 SCALE: 3132"=1=0" MAX EXIT WIDTH REQUIRED= 35 x.2"= r Jf this drawing is not 24"x 36",It has been CLEAR WIDTH PROVIDED reduced/enlarged.Scale accordingly. ' AT EACH EXIT DOOR= 34" ASSEMBLY NOTES ot k FIBER REINFORCED, 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD CEMENTITOUS SIDING SHEATHING TO ASSEMBLY AS REQUIRED BY STRUCTURAL ENGINEER.WHERE A NON-SHEAR WALL 1x2 PT FURRING AT 16"OC EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL * FIBER REINFORCED, ` (3/4"VENT SPACE) ' _ i< ' i CEMENTITOUS SIDING T' ' s PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON- } _ SOUND BATT INSULATION IN SHEAR WALL TO PROVIDE CONTINUOUS FACE OF Otak Architects Inc. ' r BATHROOMS-FRICTION FIT -I a��4 1x2 PT FURRING AT 16"OC op.`"` A PLYWOOD SHEATHING AS :4, •" IN STUD SPACES i i (3/4"VENT SPACE) _:- REQUIRED-SEE STRUCTURAL FINISH. 808 SW Th' enue,Suite 300 - !> 11.0---- i Po land,OR 97204 • WEATHER RESISTIVE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC r i. " t # /--4 WEATHER RESISTIVE t'p. i A BARRIER SECTION 718. m- 503.287.6825 - .•• ;•4: 5/8 TYPE.X'GYPSUM BOARD i' BARRIER www.otak.com I 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN i /� 15/32"MIN PLYWOOD R-21 BATT INSULATION WINTER)OF DOMESTIC WATER PIPES AS REQUIRETO '•- PLYWOOD SHEATHING AS SHEATHING-SEE STRUCTURAL , 1 REQUIRED-SEE STRUCTURAL I - 2x6 WOOD STUDS AT 16" PROTECT PIPE FROM FREEZING. -A; -: - I- E PLYWOOD SHEATHING AS - ,:`� OC-SEE STRUCTURAL - ', # i REQUIRED-SEE STRUCTURAL I� r 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND wt�. • 2x6 WOOD STUDS AT 16" I 5/8"TYPE'X AS REQUIRED FOR PLUMBING ACCESS CAST IN PLACE CONCRETE I` OC-SEE STRUCTURAL -�'� 2x8 WOOD STUDS AT 16" —• j (2)LAYERSFINISHES QUIR 3720 "=°= ':�� WALL-SEE STRUCTURAL GYPSUM BOARD PANELS. BRIAN R.FLEENER 04. OC-SEE STRUCTURAL .+ '•. 5/8"TYPE'X'GYPSUM BOARD �� 5/8"TYPE'X GYPSUM BOARD 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO • s 11:11 .� 518 TYPE X'FIBER FACED } 5/8"TYPE'X'FIBER FACED SUPPORT SHELVING,TOWEL BARS,RAILINGS,AND ALL pR'R,p,N�} OR GYPSUM SHEATHING OTHER WALL-MOUNTED ACCESSORIES AND ` ,..--•--------\ � 'W GYPSUM SHEATHING EQUIPMENT. 6. PROVIDE UL APPROVED THROUGH PENETRATION AND ` ` - .- , — EXTERIOR - —� 1--- EXTERIOR INTERIOR EXTERIOR MEMBRANE PENETRATION FIRESTOP SYSTEMS AS 3/2912018 INTERIOR INTERIOR REQUIRED BY CODE AT ALL ELECTRICAL,PLUMBING, STAMP 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x8 WOOD STUDS-SEE AND MECHANICAL PENETRATIONS IN FIRE-RATED 13131 STRUCTURAL ASSEMBLIES,SEE AX8,11 TO AX8.12.CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR EXACT PENETRATION CONDITION 27 CONCRETE WALL 241 1-HR INTERIOR WALL - IN UNIT BEARING Fli EXTERIOR WING WALL - FIBER CEMENT SIDING . 4 2-HR EXTERIOR WALL - FIBER CEMENT SIDING 7, PROVIDE WATER RESISTANT TYPEXGYPSUM BOARD 1. --tom ASSEMBLY:N/A FIRE:NR STC:N/A I ASSEMBLY:UL-U305 FIRE: 1-HR STC:N/A ASSEMBLY:UL-U356 FIRE: 1-HR STC:N/A ASSEMBLY:UL-U301 FIRE:2-HR STC:N/A AT BATH TUB AND SHOWER WALLS,SEE 15&161A8,11. BEARING BEARING BEARING D B G PROPERTIES 8. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL LLC DETAILS. FIBER REINFORCED, 9. PROVIDE SOUND BATE INSULATION AT BATHROOM SOUND BATT INSULATION-FRICTION CEMENTITOUS SIDING WALLS AND CEILINGS. --�1� -- ,. FIT IN STUD SPACES —�—t---- CONSULTANT ' { ROOF MEMEBRANE 1x2 PT FURRING AT 16"OC ;I (3/4"VENT SPACE) RESIUENT CHANNEL AT 24"OC t 1x2 PT FURRING AT 16"OCWEATHER RESISTIVE SPACED VERTICALLY (314"VENT SPACE) _� BARRIER ' • 5/8"TYPE'X GYPSUM BOARD '�� jG FIBER REINFORCED, 15/32"MIN PLYWOOD CEMENTITOUS SIDING SHEATHING-SEE STRUCTURAL. PLYWOOD SHEATHING AS I 5/8"GYPSUM BOARD • I i WEATHER RESISTIVE - REQUIRED-SEE STRUCTURAL i BARRIER i R-21 BATT INSULATION-FRICTION j 2x4 WOOD STUDS AT 16"OC FIT IN STUD SPACES i 2x6 WOOD STUDS AT 16" PLYWOOD SHEATHING s OC-SEE STRUCTURAL ON BOTH SIDES ... .. ,°- .--- --- -. ' £ , �' " '1111V--' 2x6 WOOD STUDS AT 16". � -�-. 5/8"TYPE'X'GYPSUM BOARD 2x6 WOOD STUDS AT 16 , OC-SEE STRUCTURAL lC OC-SEE STRUCTURAL 5/8"TYPE'X • W ' j '_ . �-''�� GYPSUM BOARD I J `N_-' _ , -.:._ - __i_-_ - __ -�.i.._ CO INTERIOR UNIT UNIT ROOF EXTERIOR INTERIOR EXTERIOR MG"' LU 3B 2x8 WOOD STUDS AT 16"OC IN UEU OF 2x6 WOOD STUDS-SEE STRUCTURAL 27 NON-RATED FURRING 23 1-HR INTERIOR WALL - DEMISING 12 PARAPET WALL - FIBER CEMENT PANEL I3AI 1-HR EXTERIOR WALL - FIBER CEMENT SIDING Q ASSEMBLY:N/A FIRE:N/A STC:N/A ASSEMBLY:UL-U305 FIRE: 1-HR STC:50-54 ASSEMBLY:N/A FIRE:NR SIC:N/A t ASSEMBLY:UL-U356 FIRE:1 HR SIC:N/A BEARING RAL TL77-138 BEARING CO O• . I— I""1" LAPPED, FIBER-REINFORCED, Z _. � _ SOUND BATT INSULATION IN — _�^r- � CEMENTITOUS SIDING � �, BATHROOMS-FRICTION FIT i . ROOF MEMEBRANE I ;1 - 1xVENTFUSPG ) 16"OC IN STUD SPACES (3/4" SPACE) M 1-""" CI) 1x2 PT FURRING AT 16"OC WEATHER RESISTIVE Z (3/4"VENT SPACE) BARRIER ' 5/8"TYPE'X'GYPSUM BOARD � /�/ �� LAPPED FIBER REINFORCED, 15/32"MIN PLYWOOD LLB 0 CEMENTITOUS SIDING }---1.•>__________...------- ' SHEATHING-SEE STRUCTURAL < 0 PLYWOOD SHEATHING AS i WEATHER RESISTIVE REQUIRED-SEE STRUCTURAL BARRIER R-21 BATT INSULATION-FRICTION FIT IN STUD SPACES < V 2x4 WOOD STUDS AT 16" -I OC-SEE STRUCTURAL i ON PLYWOODIDSHEATHING 2x6 WOOD STUDS AT 16" I""'"' �� 2x6 WOOD STUDS AT 16" OC-SEE STRUCTURAL. CO �' Ce 5/8"TYPE'X'GYPSUM BOARD OC-SEE STRUCTURAL �"� ' 5/8"TYPE'X' �, W co• W = : GYPSUM BOARD seimi N a ' Z 0 TT, . INTERIOR INTERIOR ROOF EXTERIOR INTERIOR EXTERIOR LL I 0 Q W � 26812x6 WOOD STUDS AT 16"OC IN LIEU OF 2x4 WOOD STUDS-SEE �, STRUCTURAL amineme WALL NOT USED PARAPET WALL - LAPPED SIDING 1-HR EXTERIOR WALL - LAPPED SIDING = co 26fi NON RATED INTERIOR221 11 2 �'�' I` H m ASSEMBLY:N/A FIRE:NR STC:N/A 1 ASSEMBLY:N/A FIRE:N/A STC:NIA ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY:UL-U356 FIRE: 1 HR STC:N/A BEARING TITLE LAPPED,FIBER-REINFORCED, - # DATE DESCRIPTION CEMENTITOUS SIDING 1x2 PT FURRING AT 16"OC . (3/4"VENT SPACE) 1x4 T&G VERTICAL CEDAR SOUND BATT INSULATION-FRICTION -,I WEATHER RESISTIVE SIDING ,. i FLT IN STUD SPACES = BARRIER Z FURRING WITH WEEP HOLES ` y - 3/4"VENT SPACE HORIZONTAL T a PLYWOOD SHEATHING AS 1 -A REQUIRED-SEE STRUCTURAL WEATHER RESISTIVE - ="� • BARRIER ;,; (2)LAYERS 5/8"TYPE'X' • ' 31/2"MIN,R 21 FIBERGLASS GYPSUM BOARD • -` BATT INSULATION ' - 15/32"MIN PLYWOOD - SHEATHING-SEE STRUCTURAL I- PLYWOOD SHEATHING AS 2x6 WOOD STUDS AT 16" REVISIONS REQUIRED-SEE STRUCTURAL .`� OC=SEE STRUCTURAL R-21 BATT INSULATION-FRICTION FIT IN STUD SPACES . i jib.- i2x6 WOOD STUDS AT 16" ;' �. . � (2)LAYERS 5/8"TYPE'X •I' OC-SEE STRUCTURAL • 1 - GYPSUM BOARD i 2x6 WOOD STUDS AT 16" Author Checker c�. �-- F% (2)LAYERS 5/8"TYPE'X' 5/8"TYPE'X'GYPSUM BOARD �r OC-SEE STRUCTURAL DRAWN BY CHECK BY ,� GYPSUM BOARD • d/► / . 5/8"TYPE FIBER FACED 5/8"TYPE'X' PERMIT SET �"" GYPSUM SHEATHING GYPSUM BOARD STATUS , `4 03.29.2018 1/- DATE INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR 17052 1B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE STRUCTURAL PROJECT NUMBER 25 NOT USED 21 I 2-HR INTERIOR WALL - FIRE BARRIER 2-HR EXTERIOR WALL - LAPPED SIDING 1A1 1-HR EXTERIOR WALL - WOOD SIDING Ai r. ASSEMBLY:N/A FIRE:N/A STC:N/A ASSEMBLY:UL-U301 FIRE:2-HR STC:N/A ASSEMBLY:UL-U301 FIRE:2-HR STC:N/A I ASSEMBLY:UL-U356 FIRE:1-HR STC:N/A BEARING - BEARING BEARING 02018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. ASSEMBLY NOTES 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO ASSEMBLY AS REQUIRED BY STRUCTURAL .: k. • ..._,ENGINEER.WHERE A NON-SHEAR WALL EXTENDS AND ,__ it ALIGNS PARALLEL WITH A SHEAR WALL,PROVIDE ' ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR Oak Architects, Inc. TO PROVIDE CONTINUOUS FACE OF FINISH. 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC 808 SW • : ' en Suite 300 Po -nd,OR 97204 SECTION 718. ma 503.287.6825 STANDING SEAM METAL 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN :wvw.otak com WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO ROOFING SLIP RESISTANT FINISH-SEE PROTECT PIPE FROM FREEZING. 30#ROOFING FELT FINISH SCHEDULE . 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND FINISHES . � WATERPROOF MEMBRANE AS REQUIRED FOR PLUMBING ACCESS PANELS. *'�� ' _ ROOF SHEATHING-SEE 720 STRUCTURAL SUBFLOOR,SEE STRUCTURAL 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO & BRIAN R.FLEENER4 !!!!:TURE EESPO ,PE STUREOERTOPENTING6.FIBERCEMENTSOFFIT`til 7 BOARD D, CEMENTITIOUS PANELS REQUIRED BY CODE AT ALL ELECTRICAL,PLUMBING, F Z AND MECHANICAL PENETRATIONS IN FIRE-RATED 3/29/2418 ASSEMBLIES,SEE AX8.01 TO AX8.21. STAMP 7. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. BALCONY NOTE SEE SECTIONS FOR .1Thr-4-11:1-1_,_ SOFFIT VENT LOCATIONS DBG PROPERTIES LLC ROOF — STANDING SEAM F4 FLOOR / CEILING - BALCONY . R3 f ASSEMBLY:UL-P522 FIRE:1-HR STC:N/A • ASSEMBLY:NA FIRE:N/A STC:N/A CONSULTANT • FLOOR FINISH PER FINISH SCHEDULE 1-1C2"GYPSUM CEMENT UNDERLAYMENT PLYWOOD SHEATHING ROOF MEMBRANE 4x WOOD T&G DECKING-SEE STRUCTURAL ROOF SHEATHING,SEE • n STRUCTURAL -' �- - �'�/ // DROPPED CEILING WHERECO • ROOF JOIST,SEE Z OCCURS-SEE RCP FOR FINISH W LU STRUCTURAL _...."1 J . R-27 LOOSE FILL INSULATION CO fVAPOR RETARDAR/AIR » s BARRIER W /ea 4_ 5/8"TYPE'X'GYPSUM BOARD CO 4 414 41 CALCULATED FIRE RATED BASED ON OSSC SECTION 722.6 • 1 1/2"GYPSUM CEMENT UNDERLAYMENT(AT LEAST 5/8"GYP BD EQUIVALENT) 30 MIN Z • WOOD SHEATHING 19/32" 15 MIN • 4x(3 3/4"1 WOOD T&G DECKING(5 MINUTES PER 3/8"1 30 MIN O TOTAL: 1 HOUR&15 MINUTES CO 0 1—HR FLOOR/CEILING — CORRIDOR Fun= Ce ROOF — ELEVATOR OVERRUN F3 Ce R2 1 ASSEMBLY:OSSC 722.6 FIRE: STC:NA = }""' _ ASSEMBLY:UL L528 FIRE: 1-HR STC:N/A Z - M O I-- 0 ROOF MEMBRANE M —1 ROOF SHEATHING,SEE . FLOOR FINISH-SEE ROOM FINISH < h STRUCTURAL SCHEDULE-REQUIRES SOUND ISOLATION MAT IF IT IS NOT CARPET M Z • R-60 LOOSE FILL 3/4"GYPSUM CEMENT UNDERLAYMENT INSULATION < 1**•,1 • .42 g !!E!DE/AIR ALURA.-t—1 - -9 . � , , -• - • 3112"SOUND ATTENUATION Vilit BARRIER , 7 BLANKET{OMIT AT CORRIDOR} J Y tiC-" ��r�t��♦f� t RESILIENT CHANNELS AT 24"OC MAX WZc8lripViripe- ~ 518"TYPE'C'GYPSUM .4 (2}LAYERS 518"TYPE'X' momD ct 0 BOARD i, Ali t1�iipiptttterporl GYPSUM BOARD _ 0 Z_ IP 41140 i NON-RATED ASSEMBLY WITH NO SOUND ATTENUATION BLANKET AND 1 i- 71 - LAYER LAYER OF GYPSUM TITLE 1—HR ROOF / CEILING F2 1—HR FLOOR / CEILING — UNITS # DATE DESCRIPTION R1 ASSEMBLY:AWC WIJ 1.7 FIRE: 1-HR STC:63-65 IIC:51. ASSEMBLY:UL-P522 FIRE:1-HR STC:N/A MIN FLOOR FINISH-SEE ROOM FINISH SCHEDULE-REQUIRES SOUND ISOLATION MAT IF IT IS NOT CARPET REINFORCED CONC SLAB, 3/4"GYPSUM CEMENT UNDERLAYMENT SEE STRUCTURAL REVISIONS • SUBFLOOR-SEE STRUCTURAL 10 MIL VAPOR BARRIER 2x4 WOOD FRAMING �— FLOOR JOIST-SEE STRUCTURAL CLEAN CRUSHED ROCK, Author Checker • z— 518"GYPSUM BOARD � •.�• ; '� � '• � ' •••�;: 'a: SEE SOILS REPORT :A I,�;I 3112"SOUND ATTENUATION " ' a _ DRAWN BY CHECK BY BLANKET(OMIT AT CORRIDOR) �!_ °.` r _ �`- -t •. -��•r te-,rfr r. 4 ;ro -, •'-±i:40,6,4PERMIT SET " Tit!?i�ill;i ��!!�i ♦4 4 i1��i`l�t�a 01.T. , A5/$ TYPE C GYPSUM BOARD . • tr.a i `�.� if a t ,- s STATUS .. .1.i 4.0.. ,4 .;.Tivi •^}.y..i u�='• .-uu :-�• i UNDISTURBED SOIL a_ _ r�r�t_r�t�►��jfri� -�• ti�� .[i�l.-�al�':�1 •+l��ii�(,r��,�.�ir��t.��c �I1 .� yl7• iN►�t�`+Il7�N� il, kl7l i. Id �i�f - , , `. - . ;- RESILIENT CHANNELS,24"OC MAX ; ;- — ! 3 it___!- ; i . 03.29.2018 '` I---,--,. ! � li: i _; i---I ; -.�i DATE ! I !---7-7-I I it"-----i I 1=1 I 1==1 I I---.1 1 1:::: 17052 - PROJECT NUMBER (2)LAYERS 5/8"TYPE'C' - GYPSUM BOARD A1 _ 1 . 02 CEILING — GWB 2—HR FLOOR / CEILING SLAB ON GRADE G1 F5 F1 0 2018 OTAK,INC. ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY:AWC WIJ 2.1 FIRE:2-HR STC:52 IIC:46-60 ASSEMBLY:N/A FIRE:NR STC:N/A If this drawing is not 24"x 36",It has been reduced/enlarged.Scale accordingly. DOOR SCHEDULE - BUILDING 'I DOOR SCHEDULE - BUILDING 'I HARDWARE SCHEDULE 1 OPENING I DOOR FRAME I FIRE OPENING I DOOR f FRAME I FIRE NW SET:18 DOOR NO LOCATION I WIDTH 1 HEIGHT TYPE I MAT. I FIN. MAT. I FIN. HARDWARE RATING COMMENTS DOOR NO LOCATION WIDTH 1 HEIGHT TYPE I MAT. I FIN. MAT. ( FIN. HARDWARE RATING COMMENTS Qom' DI� I N CATALOG NUMBER FINISH MFR Otak • 1 EA COWNG 2244XY EPT 628 WE EA POWER TRANSFER EPTI O CON 689 VON .,-.---. GROUND LEVEL LEVEL 03 1 EA EIEC PANIC HARDWARE RX-EL-25-R-NL-OP-CON 630 FAL ."' b 1-101A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-301A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. i EA RIM CYLINDER 20-057 628 SCH 1-101B BALCONY 3'-0" 7'-0" C FOOLS PRE-FIN FBGLS PRE-FIN R-02 1-30113 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA FSIQ CORE 2 30 620 SCH Otak Architects, Inc. 1-102A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-302A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA $0 DEG OFFSET PULL 8190EZHD 10"STD 0-316 NE808 SW Thi v ue,Suite 300 1-1026 BALCONY 3'-0" 1 7'-0" C FBGLS (PRE-FIN (FBGLS (PRE-FIN R-02 1 1-3026 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 4050 EDA 689 LCN Portl- d,OR 97204 1-103A UNIT ENTRY ' 3'-0" 1 6'-8" A SC WOOD'PAINT WOOD 'PAINT R-01 20 MIN. 1-303A UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT R-01 20 MIN. 1 ` PROTECTION 01 ' LOW 630 mail;-•03.287.6825 E 110313 BALCONY 3'-0" 1 7'-0" C FBGLS I PRE FIN FBGLS 1 PRE-FIN R-02 1-303B BALCONY 3'-0" 7'-0" C FBGLS I PRE-FIN FBGLS PRE-FIN R-02 1 EA WALL STOP 48W548 8K PSA •BK63E -ww.otak.com 1 EA GASKETING 48LIFIK PSA BK ZEFC 1-104A UNIT ENTRY 3'-0" 1 6'-8" A SC WOOD 1 PAINT WOOD (PAINT R-01 20 MIN. 1-304A UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8198AA AA ZER 1-104B BALCONY 3'-0" 7'-0" C I FBGLS PRE-FIN FBGLS PRE-FIN 1R-02 I 1-304B BALCONY 3'-0" 7'-0" C FBGLS (PRE-FIN FBGLS PRE-FIN R-02 1 EA THRESHOLD 646A-223 A ZER 1-105A UNIT ENTRY 3'-0" 6'-8" A 1 SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. 1-305A UNIT ENTRY 3'-0" 6'-8" A SC WOOD !PAINT WOOD PAINT R-01 20 MIN. ! 1 EA WIRE HARNESS CON-192 SCH 1-10513 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN 1 FBGLS PRE-FIN R-02 1-30513 BALCONY 3'-0" 7'-0" C FBGLS I PRE-FIN FBGLS PRE-FIN 1R-02 1 1 EA WIRE HARNESS CON-6W SCH A1' 1-106A !UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-306A I UNIT ENTRY 3'-0" 6'-8" I A SC WOOD 1 PAINT WOOD PAINT R-01 20 MIN. 1 EA POWER SUPPLY P8914 -2RS 900-BBK VON 1-106B BALCONY 3'-0" 1 7'-0" C FBGLS PRFIN FBGLS PRE-FIN 1 R-02 I 1-306B I BALCONY 3'-0" I 7'-0" I C FBGLS PRE-FIN FBGLS PRE FIN R-02 ACCESS CONTROL-WORK OF DIVISION 28 3720 ` E OPERATION:1-107A UNIT ENTRY 1 3'-0" 1 6'-8" A 1 SC WOOD PAINT WOOD PAINT 1R-01 120 MIN. 1 1-307A 1 UNIT ENTRY 3'-0" 1 6'-8" I A SC WOOD PAINT I WOOD 1 PAINT 1 R-01 20 MIN, CONTROL OR TIME CLOCK $ � ' 1-10713 BALCONY 13'-0" 1 71-0" C I FBGLS I PRE-FIN FBGLS PRE-FIN R-02 1 1-3078 'BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS I PRE-FIN 1R-02 KW SET:19 • • 1-108A UNIT ENTRY 1 3'-0" 6'-8" A 1 SC WOOD 1 PAINT WOOD PAINT R-01 20 MIN. I 1-308A !UNIT ENTRY 3'-0" 6'-8" A SC WOOD 1 PAINT WOOD 1 PAINT 1R-01 20 MIN. 1 ,CITY RfiwrRipTioN CATALOG NUMBER FINISH MFR %ORTLANO,4R 1-10813 BALCONY 3'-0" 7'-0" C 'FOOLS I PRE-FIN I FBGLS PRE-FIN R-02 1-308B 1 BALCONY 3'-0" 7'-0" I C FBGLS I PRE-FIN FBGLS I PRE-FIN R-02 3 FA itiNIE 581314.5 X 4.5 NRP 852 NE 1-109A UNIT ENTRY 3'-0" 6'-8" 1 A 1 SC WOOD PAINT !WOOD PAINT R-01 20 MIN. 1-309A UNIT ENTRY 3'-0" 6'-8" I A SC WOOD I PAINT WOOD I PAINT R-01 120 MIN.1 1 EA PASSAGE SET N0108 SPA 626 50H t F 0 1-109B BALCONY 3'-0" 71-0" C FBGLS PRE-FIN I FBGLS PRE-FIN R-02 1-309B BALCONY 3'-0" 7'-0" I C FOOLS 1 PRE-FIN FBGLS I PREFIN R-02 I 1 1 EA SURFACE CLOSER 4050 BOA 63068LCN 1-110A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT0" 6' " 1 EA PROTECTION PLATE 8400 14"X 2'LE1W B-CS NE 3/29/2018 1I WOOD 'PAINT R 01 20 MIN. 1-310A UNIT ENTRY 3 - -8 A SC WOOD PAINT WOOD PAINT R 01 20 MIN. 1 EA WALL STOP WS406/4O7CVX 830 NE 1-110B BALCONY I 3'-0" 7'-0" C FBGLS PRE-FIN I FBGLS I PRE FIN R-02 1-310B BALCONY 3'-0" 7'-0" I C FOOLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING 488FSBK PSA BK ZER STAMP 1-111A UNIT ENTRY I 3'-0" 61-8" A SC WOOD PAINT I WOOD 1 PAINT 1R-01 20 MIN. 1-311A UNIT ENTRY 3'-0" 16'-8" I A SC WOOD 1 PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8192AA AA ZER 1-111B BALCONY 1 3'-0" I 7'-0" C FBGLS PRE-FIN I FBGLS I PRE-FIN 1R-02 1-311 B BALCONY 3'-0" 17'-0" I C FBGLS 1 PRE-FIN FBGLS PRE-FIN R-02 I I EA THRESHOLD 546A-223 A TER 1-112A UNIT ENTRY 3'-0" I 6'-8" A SC WOOD PAINT WOOD I PAINT R-01 20 MIN. 1-312A UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT R-01 120 MIN. A- 1-1126 BALCONY 31-0" I 71-0" 1 C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-312B BALCONY 3'-0" I 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN 1R-02 1 1 HW SET`20 rt 1-113A UNIT ENTRY 3'-0" I 6'-8" 1 A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-313A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT I R-01 120 MIN. I 3 S�IF"TION 6BBBB144 N 44l+ t R 6F30ISH R IVE 1-1138 BALCONY 3'-0" 7'-0" 1 C I FBGLS PRE-FIN FBGLS PRE-FIN 1R-02 I 1-3138 BALCONY 13'-0" 7'-0" C FOOLS PRE-FIN FBGLS PRE-FIN 1R-02 1 I 1 EA STOREROOM LOCK ALD NEP 626 SOH D B G PROPERTIES 1-114A UNIT ENTRY 1 3'-0" 6'-8" A SC WOOD PAINT I WOOD 1 PAINT 1R-01 120 MIN. I 1-314A UNIT ENTRY 13'-0" 16'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. I 1 EA SURFACE CLOSER 1 250 CUSH SLIM 689 LCN 1-1146 !BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS 1 PREFIN 1R-02 1 ) 1-3148 BALCONY 13'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 3 EA GASKETING .1415FSBK FSA BK ZER LLC 1-115 BUILDING ENTRY 3'-0" 7'-0" A HM PAINT HMPAINT 118. " 1 I 1-316 STAIR 3'-0" 6'-8" A SC WOOD PAINT !WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 1-116A STAIR 3'-0" 6'-8" A SC WOOD I PAINT WOOD 'PAINT 119 1 90 MIN. 1 DOOR ON HOLD-OPEN 1-317A STAIR 3'-0" 6'-8" A SC WOOD PAINT I WOOD I PAINT 19 90 MIN. DOOR ON HOLD-OPEN NW SET:21 1-116B STAIR 3'-0" 7'-0" A HM I PRE-FIN HM I PRE-FIN 118 190 MIN. I 1-317B STAIR 13'-0" 7'-0" 1 A HM PRE-FIN I HM PRE-FIN 18 90 MIN. 3 DESCRIPTION 68814,5CATALONUMBERFINISH MFR 3 EA HINGE 5EI8I 4.5 X 4► 630 NE CONSULTANT 1-117 STAIR 1 3'-0" 1 6'-8" A SC WOOD 'PAINT WOOD 1 PAINT 119 190 MIN. I DOOR ON HOLD-OPEN 1-318 ELEVATOR 1 3'-6" 8'-0" 1 H HM PRE-FIN 1 HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 1 EA STOREROOM LOCK ALBOPO NEP 628 SCH 1-U12 ELEV MECH 1 3'-0" I 6'-8" A SC WOOD I PAINT WOOD I PAINT 120 190 MIN. I 1-U31 I STORAGE 13'-0" 6'-8" 1 A SC WOOD I PAINT WOOD PAINT 20 20 MIN. 1 EA SURFACE CLOSER 1250 REG OR PA AS REO SLIM 689 LCN 1-U13 I UTIUTY 1 3'-0" I 6'-8" A 1 SC WOOD I PAINT WOOD 1 PAINT 20 120 MIN. 1-U32 I STORAGE 13'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT 20 20 MIN. 1 EA WALL STOP WS406/4O7CVX 630 NE 1-U15 STORAGE 1 3'-0" I 6'-8" I A SC WOOD I PAINT WOOD I PAINT 20 120 MIN. 1-U33 UTILITY 3'-0" 6'-8" A SC WOOD 'PAINT I WOOD PAINT 20 20 MIN. 3 EA GASKETING 488FSBK PSA DK ZER 1-016 I ELEC 3'-0" I 6'-8" I A SC WOOD PAINT WOOD 1 PAINT 21 20 MIN. I 1-034 STORAGE 3'-0" 6'-8" 1 A SC WOODPAINT I WOOD PAINT 20 20 MIN. NWSET:Et-I311 1-U17 1 STORAGE 3'-0" 6'-8" A 1 SC WOOD PAINT 1 WOOD !PAINT 20 20 MIN. 1 1-U35 STORAGE 3'-0" 6'-8" A SC WOOD 'PAINT 1 WOOD PAINT 20 120 MIN. are CRIPTION CATALOG NUMBER FINISH MFR 1-U18 I STORAGE 3'-0" 6'-8" A 1 SC WOOD PAINT I WOOD I PAINT 120 20 MIN. I 1-036 I STORAGE 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT 121 20 MIN. 3 EA LGE 68131 4.6 X 4.6 662 LVE 1-U37 I STORAGE 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT 120 20 MIN. 1 EA ENTRANCE LOCK 0210-8500TD PLY 10-109 826 SOH LEVEL 02 1-U38 I STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 120 20 MIN. 1 EA FSIC CORE 23.030 EV 0 626 SCH 1-201A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LCN 1-201B BALCONY 3'-0" 7-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 LEVEL 04 1 Eta` PROTECTION PLATE 840010"X 2"LOW B-CS 630 NE 1-202A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-401A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR STOP 61 BK NE 3 EA GASKETING 488FST3tf PSA BK ZER 1-20213 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FOOLS PRE-FIN R-02 1-4018 BALCONY 3'-0" 7'-0" C FOOLS PRE-FIN FOOLS PRE-FIN R-02 1 EA DOOR SWEEP 8192AA AA ZER 1-203A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-402A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA THRESHOLD 856A A ZER 1-203B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN I FOGLS PRE-FIN R-02 1-402B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 VERIFY DETAIL 1-204A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT I WOOD PAINT R-01 20 MIN. 1-403A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA VIEWER U698 626 NE 1-204B BALCONY 3'-0" 7'-0" 1 C FBGLS PRE-FIN I FBGLS PRE-FIN R-02 1-4031PRE-FIN BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS R-02 2 `t ADA UNITS) 1-205A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-404A UNIT ENTRY 3'-0". 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. NOTE;INSTALL STOP ON TUP SO fA OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. 1-205B BALCONY 3'-0" 7-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-40413 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN I R-02 HW SET:R-CIA 1-206A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 120 MIN. 1-405A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD I PAINT R-01 20 MIN. (QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1-206B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 I 1-405B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA HINGE :x8814.5 X 4.5 652 lYE 1-207A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-406A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD 'PAINT 1R-01 20 MIN. 1 EA EIEC ENTRANCE.LOCK 10F 4'JAZ CRW en SCH 1-207B BALCONY 3'-0" 7'-0" C I FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-40613 BALCONY 3'-0" 7'-0" I C FBGLS PRE-FIN FBGLS PRE-FIN I R-02 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SUM 689 LCN 1-208A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD I PAINT R-01 20 MIN. 1-407A UNIT ENTRY 3'-0" 6'-8" I A SC WOOD PAINT WOOD I PAINT R-01 20 MIN. 1 EA PROTECTION PLATE 8405 10"X 2"LOW B-CS 630 WE EA DOOR STOP 61 652 LVE 1-208B BALCONY 3'-0" 7-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-4078 BALCONY 3'-0" 7'-0" I C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING 488FSBK PSA SK ZER 1-209A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. 1-408A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD I PAINT I R-01 20 MIN. 1 EA DOOR SWEEP 8192AA AA ZER CO 1-209B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-4080 BALCONY 3'-0" 7-0" C FBGLS PRE-FIN FBGLS PRE-FIN I R-02 1 EA THRESHOLD 655A A ZER 1-210A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD I PAINT R-01 20 MIN. 1-409A UNIT ENTRY 3'-0" 6'-8" I A. SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. VERIFY DETAIL 1-2108 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FOOLS I PRE-FIN R-02 1-4090 BALCONY 3'-0" 7-0" C FBGLS PRE-FIN FBGLS PRE-FIN 1R-02 1 EA VIEWER 0698 628 NE 1-211A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD 1 PAINT 1R-01 20 MIN. 1-410A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. NOTE:II+ISTAII STOP ON ISE,TOP t3 t a 2�+�UNI1aR;ON WALL,OR OTHER FIXTURE AS APPROPRIATE. la 1-211 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN I FBGLS PRE-FIN R-02 1-41 OB BALCONY 3'-0" 7'-0" C I FBGLS I PRE-FIN FOOLS PRE-FIN I R-02 1-212A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 MIN. 1-411A UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD I PAINT 1R-01 20 MIN. NW SET:R-02 M 1-2128 BALCONY 3'-0" 7'-0" C FBGLS I PRE-FIN FBGLS PRE-FIN R-02 120 1-41113 BALCONY 3'-0" 7'-0" C I FBGLS I PRE-FIN FBGLS I PRE-FIN R-02 OWIPTION CATALOG NUMBER FINISH MFR 1-213A UNIT ENTRY 1 3'-0" 1 6'-8" A SC WOOD PAINT WOOD PAINT R-01 120 MIN. 1-412A UNIT ENTRY 3'-0" 6'-8" A 1 SC WOOD I PAINT WOOD I PAINT R-01 120 MIN. 3 EA k 1 5€1814.5 X 4.5 652 LVE 1-213B BALCONY . . 3'-0" 1 7'-0" C I FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-412B BALCONY . 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS I PREFIN R 02 I 1 EA ENTRANCE LOCK CS210-B500TD JAZ PLY 10-109 628 SCH �1i/ 1-214A UNIT ENTRY 3'-0" 1 6'-8" A SC WOOD I PAINT WOOD PAINT R-01 20 MIN. 1-413A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 120 MIN. 1 EA' ESC CORE 234731}EVD 628 SCH Lim AIN IVE 1-21413 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-41313 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-021 1 STOP 81 852 < W 1 EARRAIN DRIP11A A� ZER CL.1-216 STAIR 3'-0" 6'-8" A 1 SC WOOD PAINT WOOD PAINT 19 90 MIN. 1 DOOR ON MAG HOLD-OPEN 1-414A UNIT ENTRY 3'-0" 6'-8" A 1 SC WOOD PAINT R WOOD PAINT 01 120 MIN. 1 EA GASKETING 488FSBK PSA BK ZER 1-217 STAIR . 3'-0" 6'-8" A 1 SC WOOD PAINT WOOD PAINT 119 90 MIN. DOOR ON MAG HOLD-OPEN 1-4148 BALCONY 3'-0" 7'-0" C I FBGLS PRE-FIN 1FBGLS PRE-FIN 1R-02 1 EA. DOOR SWEEP 8198AA AA ZER 1-218 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN 1 HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 1-416 STAIR 3'-0" 6'-8" A SC WOOD PAINT !WOOD PAINT 19 190 MIN. DOOR ON HOLD-OPEN 1 EA THRESHOLD 65A-223 A ZER Q 1-U21 STORAGE 3'-0" 6'-8" A SC WOOD PAINT 1WOOD I PAINT 20 20 MIN. 1-417A STAIR 3'-0" 6'-8" A SC WOOD PAINT !WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN VERIFY DETAIL Q w 1-U22 STORAGE 3'-0" 6'-8" A SC WOOD PAINT I WOOD PAINT 120 20 MIN. 1-41713 ROOF ACC.HATCH 3'-0" 6'-8" A HM PRE-FIN HM PRE-FIN 20 90 MIN. NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. ce 1-023 UTILITY 13'-0" 6'-8" A SC WOOD 1 PAINT WOOD 1 PAINT 120 20 MIN. 1-418 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 NW SET:R-03 C3W CO 0 1-U24 STORAGE 13'-0" 6'-8" A SC WOOD PAINT WOOD 1 PAINT 120 20 MIN. 1-041 STORAGE 3'-0" 6'-8" A 1 SC WOOD 1 PAINT WOOD PAINT 20 20 MIN. QTY RIPTION CATALOG NUMBER FINISH MFR CV 1-U25 STORAGE 3'-0" 1 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1-U42 STORAGE 3'-0" 6'-8" 1 A 1 SC WOOD 1 PAINT WOOD PAINT 120 20 MIN. 3 CA H �LOCK $P81 RCI 4 X 4 652 NE N tN r- 1-U26 STORAGE 3'-0" 1 6'-8" A SC WOOD PAINT WOOD PAINT 21 120 MIN. 1-U43 STORAGE 3'-0" 6'-8" A 1 SC WOOD PAINT 1 WOOD I PAINT 20 120 MIN. F4O AZ 626 SCH W z 1-027 STORAGE 1 3'-0" 1 61-8" A SC WOOD I PAINT WOOD PAINT 20 20 MIN. 1-044 STORAGE 3'-0" 6'-8" A I SC WOOD PAINT I WOOD 1 PAINT 20 120 MIN. 1 EA DOOR STOP 61 652 LVE mom = It 0 1-U28 STORAGE 31-0" 1 6'-8" 1 A 1 SC WOOD I PAINT WOOD PAINT 20 20 MIN. 1-U45 STORAGE 3'-0" 6'-8" A SC WOOD PAINT I WOOD I PAINT 20 120 MIN. 3 EA SILENCER SR85. GRY LVE = 0 Z 1-046 STORAGE 3'-0" 1 6'-8" A SC WOOD PAINT 'WOOD I PAINT 20 120 MIN. NOTE:INSTALL STOP ON SASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. Um 1-U47 STORAGE 3'-0" 1 6'-8" A SC WOOD I PAINT I WOOD I PAINT 20 120 MIN. NW SET:R-04 W N Eis d DOOR SCHEDULE - UNITS OW DESCRIPTION CATALOG NUMER FINISH MFR 3 EA HINGE 6P81 RC1 4 X 4 652 NE I OPENING DOOR FRAME FIRE1 EA PASSAGE SET F10JAZ 628 SCH 0 DOOR NO 1 LOCATION I WIDTH I HEIGHT TYPE 1 MATERIAL I FINISH MATERIAL I FINISH I HARDWARE I RATING I COMMENTS 1 EA DOOR STOP 61 652 LVE I ti I- 3 EA SILENCER SR65 GRY iVE BA BATHROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 NOTE:INSTALL STOP ON ISE,TOP OR.BOTTOM OF DOOR.ON WALL,OR OTHER FIXTURE.AS APPROPRIATE. TITLE BR BEDROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 CLI CLOSET 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-04 DOOR SCHEDULE NOTES HW SET:R OW DESCRIPTION CATALOG NUMBER FINISH MFR # DATE DESCRIPTION CU. CLOSET 7'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 1 SET 2-DR BYPASS PASS ALBS BP60 STA CL3 CLOSET 5'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 4 EA FLUSH PULL 221 626 LVE CL4 CLOSET 5'-0" 6'-8" E 'WOOD PAINT WOOD PAINT R-06 1. ALL DOORS SHALL HAVE LEVER HARDWARE.UNO 8. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS CL6 CLOSET 4'-6" 6'-8" D WOOD PAINT WOOD PAINT R-05 SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS NW SET:R-O6 CL7 . CLOSET 3'-0" 6'-8" F WOOD PAINT WOOD PAINT R-06 • 2. ALL STAIR AND PROTECTED IN UNIT DANCSWITH OORS SHALL BE SMOKE SC SECTIONS (22.2 N). OW ,• •R. I ON CATALOG NUMBER FINISH MFR 716.5.3.1 AND 716.5.7.3. 9. SLIDING OR FOLDING DOORS OTHER THAN FIRE 2 EA DOOR PULL 6"WIRE PULL 626 DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF SCHEDULE ABBREVATIONS 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM 5.0 LBS(22.2 N). NW SET:Z-MISC THE EGRESS SIDE WITHOUT THE USE OF A KEY OR QTY pFEc„� CATALOG NUMBER FINISH MFR HC-PHB HOLLOW CORE PRIMED HARDBOARD SPECIAL KNOWLEDGE OR EFFORT. 10.WHERE PROVIDED,THRESHOLDS AT DOORWAYS VEA D 9651 BLK SCE GYP BD GYPSUM BOARD " SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN 8C BA CREDENTIAL 96911 BLK SCE MDF MEDIUM DENSITY FIBREBOARD 4. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT 1 EA STRATIS SOFTWARE BY OTHERS SCE MFR MANUFACTURER INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE 1 EA TRAINING ON SITE AND SETUP SCE REVISIONS PRE-FIN PREFINISHED FLOOR. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 1 EA CREDENTIAL READER MT2OW SCH PRE-PR PREPRIMED SC-PHS SOLID CORE PRIMED HARDBOARD 5. ADOOR CLOSERS N OPEN POSITION OF BE 90 EGREES,OTSO HE TIME T FROM 11.SEE HEAD5/AX-8.141FOR TYPICAL INTERIOR WOOD DOOR MANUFACTURER AND ACCEPTABLE SUBSTITUTES Author ' REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION / OF 12 DEGREES SHALL BE 5 SECONDS. 12.SEE 6/AX-8.14 FOR BYPASS DOOR HEAD DETAIL 1Item: Manufacturer. Hinges/Butts: Ives{!VE)(NE) Substitute: DRAWN BY CHECK BY Bommer,Stanley,McKinney / /\ / /` 6. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT 13.SEE 7/AX-8.14 FOR BIFOLD DOOR HEAD DETAIL 2. Track Stanley PERMIT SET - - - FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR 3. Continuous Hinges: Ives(WE) Stanley,Pemko, STATUS / / \ / _ _ _ _ 4. Locks/Latches: • Schlage(SCH) None-owner preference. - _ = _ /' SHALL MOVE TO THE CLOSED POSITION IN 1.5 14.SEE 7/AX-8.01 AND 6/AX•8.01 FOR TYPICAL EXTERIOR 5. Narrow Locks: Adams Rite(ADA) None 03.29.2018 / ,/, ,\, / _ - _. _ = / SECONDS MINIMUM. HOLLOW METAL HEAD AND JAMB DETAIL AT FIBER 6. Cylinders: Schlage(SCH) None-owner preference. /• / \ / - _ - _� C CEMENT. 7. Exit Devices: Falcon(FAL) None=owner preference. DATE \r__ 7. FIRE DOORS SHAD_HAVE THE MINIMUM OPENING 8. Power Supplies: Schlage Eiec(SCE),Von Duprin(VON) None-owner preference. 17052 / /' \ - \ ti. FORCE ALLOWABLE BY THE AHJ. 15.SEE 6/AX-8.02 AND 5/AX-8.02 FOR'TYPICAL EXTERIOR 9. Flush Bolts/Coordinator. Ives(LVE) ABH,Trimco \ \ / \, 1JJ \ HOLLOW METAL HEAD AND JAMB DETAIL AT WOOD 10. Surface Closers: LCN(LCN) None-owner preference PROJECT NUMBER \ •\ / \ \ 11. Stops/Catches: Ives(LVE) Trimco,Hager , , ` - _ SIDING __ 12. Overhead Stops: Glynn Johnson(GLY) Rixson . - \ - ,v' - ` - \ - 13. WE) . Trimco,Tice • 14. Kickplates:uIves Ives(!1/E) Trimco,Tice, Aimiiii A. FLUSH B. DOUBLE C. GLASS D. DOUBLE E. DOUBLE Bl-FOLD F. DOUBLE BI-FOLD H. ELEVATOR 15. Weatherstripping/Gasketing: Zero(ZER) NGP,Pemko, SWING FLUSH SWING SWING SLIDING FLUSH PANEL FLUSH PANEL SMOKE DOOR 16. Door Bottoms: Zero(ZER) NGP,Pemko ©2018 OTAK,INC. DOOR TYP ES 17. Thresholds: Zero(ZER) NGP,Pemko 18. Silencers: Ives(LVE) Trimco,Hager If this drawing is not 24'x 36",it has been 19. Power Transfers: Von Duprin(VON) None-owner preference. reduced/enlarged.Scale accordingly. SCALE: 1/4"=1'-0" FINISH SCHEDULE ROOM FINISH SCHEDULE - BUILDING 1otak ROOM I • CODE I PRODUCT I MANUFACTURER f PRODUCT NUMBERR NAME/ I SIZE I COLOR/FINISH COMMENTS UMBER 1 ROOM NAME I FLOOR MAT.!FIN. I BASE MAT.I FIN. FII ISH WALL MAT.I FIN. I CEILING MAT.1 FIN. COMMENTS CPT-1 CARPET INTERFACE PRIMARY STITCH - 102416 HEM GROUND LEVEL CPT-2 CARPET INTERFACE PRIMARY STITCH - 102417 FRENCH KNOT/ACCENT 1-115 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs Otak Architects, Inc. PT-1 PAINT BENJAMIN MOORE REFER TO SPECS - 2166-10 GOLD RUSH!REFER TO SPECS 1-116 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD I PT-4 GYP BD/PT-4 808 SW enue,Suite 300 PT-2 PAINT BENJAMIN MOORE I REFER TO SPECS - 2128-10 BLACK BEAUTY/REFER TO 1-117 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD 1 PT-4 P• =rid,OR 97204 SPECS 1-118 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS mai:503.287.6825 PT-3 PAINT SHERWIN WILLIAMS REFER TO SPECS - SW 7063 NEBULOUS WHITE I REFER TO 1-U12 ELEV MECH SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD!PT-4 ;rww.otak.com SPECS 1-013 FIRE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 PT-4 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY SPRINKLER PT-5 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY 1-UI5 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 " - SR-1 SHEET RUBBER ARMSTRONG R8C26 181/8"x181/8" PUDDY/RAISED ROUND 1-U16 ELEC SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 ` VYL-1 SHEET VINYL ARMSTRONG NATURAL 6"1`x36"TILE MYSTIX NEVA NA921 SWEET DREAM Es 1-1117 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/ 312-04-441 CREATIONS 1-U18 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 BRIAN 4 WD-1 SEMI-TRANSPARENT CABOT REFER TO SPECS 1x8 T+G RED CEDAR STAIN LEVEL 02 S • 1-215 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD I PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs P RTLAND.OR p. 1-216 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD I PT-4 GYP BD 1 PT-4 I NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION I 1-217 STAIR 2 SHEET VINYL 1 VYL-1 6"PT GRADE WD GYP BD/PT4 GYP BD I PT-4 OF 0 1-218 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 3/29/2018 1-U21 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-Un STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 • STAMP 1-U23 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U24 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U25 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD 1 PT-4 — 1-U26 STORAGE SHEET VINYL 6"RUBBER " GYP BD 1 PT-4 GYP BD/PT-4n 1-U27 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 — 1 '-Y 1-028 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 DBG PROPERTIES LEVEL 03 LLC 1-315 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD!PT-4 • WOOD CEILING WHERE APPLICABLE-SEE RCPs • 1-316 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 1-317 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 CONSULTANT 1-318 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 1-U31 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U32 STORAGE SHEET VINYL 6"RUBBER GYP BD 1 PT-4 GYP BD/PT-4 1-1133 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U34 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 1-U35 STORAGE SHEET VINYL 6"RUBBER GYP BD I P1-4 GYP BD/PT-4 1-U36 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U37 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U38 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 • LEVEL 04 1-415 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER • S GYP BD/PT-4 GYP BD/PT-4 WOOD CEIUNG WHERE APPLICABLE-SEE RCPs 1-416 STAIR 1 SHEET VINYL 1 VYL-1 6"PT GRADE WD GYP BD 1 PT-4 GYP BD/PT-4 1-417 STAIR 2 • SHEET VINYL!VYL-1 6"PT GRADE WI) GYP BD/PT-4 GYP BD!PT-4 1-418 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 1-041 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 • GYP BD/PT-4 1-U42 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U43 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U44 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-045 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD!PT-4 ' 1-U46 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD!PT-4 1-047 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 INOTE:ALL.INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION I U) Elm ROOM FINISH SCHEDULE - UNITS W FINISH - ROOM NAME FLOOR MAT.I FIN. I BASE MAT.I FIN. I WALL MAT.I FIN. I CEIUNG MAT./FIN. COMMENTS t:::BEDROOM CARPET/CPT-2 MDF-PAINT GYP BD/PT-5 • GYP BD I PT-5 BATH TILE RESILIENT BASE WATER RESISTANT GYP BD/PT-5 WATER RESISTANT GYP BD I PT-5 Cl) CLOSET CARPET/CPT-2 MDF-PAINT . GYP BD!PT-5 GYP BD/PT-5ill4ICW LIVING SHEET VINYL MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 _".I DINING CARPET/CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 KITCHEN TILE RESILIENT BASE GYP BD/PT-5 GYP BD/PT-511141C (:) ENTRY SHEET VINYL MDF-PAINT GYP BD/PT-5 GYP BD/PT-50 W LAUNDRY TILE RESILIENT BASE GYP BD/PT-5 GYP BD I PT-5 CO C WH CLOSET CARPET 1 CPT-2 RESILIENT BASE GYP BD I PT-5 GYP BD/PT-5 I NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION N r I w Z ce 0 LJ.. = a m W COcr o 7"-0", aQ 5"-0"" 6 -o ,, • �, 1 4,-6" 2'-6" N. I- co 3'-6" jt, 2"-6" 12'-6" , 2'-6"_f 1 I WINDOW NOTES TITLE Ay •• - - - - - -- - - ` - - # DATE DESCRIPTION 1. SEE 17/AX-8.01 FOR WINDOW INSTALLATION SEQUENCE 2. SEE SHEET AX-8.01 FOR WINDOW SILL AND HEAD o / \/ S DETAIL AT FIBER CEMENT AND AX-8.02 FOR WINDOW SILL AND HEAD DETAILS AT WOOD SIDING o t° / / / io /j / / 3. SEE SHEET A0.11 CODE SUMMARY SHEET FOR 2014 —sr _If —ter OREGON STATE ENERGY CODE GLAZING U-VALUE AND I I _ I I _ I I SHGC REQUIREMENTS b • 4. PROVIDE SAFETY GLAZING IN HAZARDOUS LOCATIONS N M PER OSSC 2406.4 FIXED WITH CASEMENT /74\ FIXED WITH CASEMENT FIXED WITH CASEMENT 5. EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM REVISIONS FIXED / OVER FIXED V_/ OVER FIXED V.:I OVER FIXED PER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS • IN 1029.2 WINDOW TYPES Author WN BY CE CK BY SCALE: 1/4"=1"-0" . PERMIT SET STATUS 03.29.2018 DATE 17052 - PROJECT NUMBER A1 - 1 12 ■ .2018 OTAK,INC. If this drawing is not 24'x 36',it has been reduced/enlarged.Scale accordingly. • . . • . • . • SLAB PLAN LEGEND otak • . . • . . . . ...„.,,, • ,..,:,,-, .:•:.. ,I,i., • • 1'...6" . ., ,, . ., • . ... SPOT ELEVATION • _. L., . 1--- Otak Architects, Inc. . . . . \ / 808 SW TN • 'venue,Suite 300 • . • \ \/ ... . . . • ' . • SLAB OPENING - P. land,OR 97204 / / \ m- 503.287.6825 t - vvvr.v.otak.com • . FLOOR DRAIN • - FD • SLAB PLAN NOTES . - . 3720 - • . - • . . • . • . . . . . . BRIAN R.FLEENER4 1. SEE STRUCTURAL FOR • • FOUNDATION FOOTINGS a iii . . • • • . %MANI%OR - . • • 2. SEE CML FOR PAD ELEVATIONS • • . . OF 0. . . . • 3.• SEE CIVIL FOR UDA PLANTER WALL ELEVATIONS 3/29/2018 • • . , 4. FLOOR SLOPES AT 1%UNO STAMP ' • - . . . . •. . • . • . . • . . . • . DBG PROPERTIES . . LLC. • . . • . . • • . • . . 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I - •--7 :: .',..: /\ WITHMANUFACTURER . I • • /- , io -- ' PRIOR TO COMMENCEMENT - . \ \ • - . ' ::::•Is: / \ OF WORK I, TITLE • . • , s• , '•:.: / . . - . • I 1 I . . I # DATE DESCRIPTION . . I • I • \.\\\\\\\\\\:: b . . • • • • . I • - eh . •CV • . I . 1 . . . 10'-2 3/4" L 10'-2 3/4" 2 3/4"45'-3 1/2" 2314" 10'-0" . 23/4" 10'-0 1/2" 23/4" 20'-5 1/2" 23/4" 10'-0" 2 3/4" 10'-0" , , •._ •,' ,,," • . • '4 I \ \ • 4. I ./.__. \,\\\\\\ . . • . . g= REVISIONS 1-1 v... \\\\\\\\\ •I . I . \ 3 1 I ....iill I . • . i 1 I , I . s i • f • I I - •I ""'*''1 , . I , ''' .-....1 I 1............1 I ..a__ • I 1 17-...] • NOTE SEE CML AND LANDSCAPE • i 1 1 • i 1 1 1 I i_ I 1 i_ 1 i 11 I ii- i 1 1 i 1 1 , „ 1 Author Checker I • ::-..,11 - :L__-__.1 -___.,1 i .____...1 1 __..1 1 1._____t I I____..1 1 i___.-1 i 1-----1 . i----, . .-- • . . . . .-, . . •. . , .- , • ( ; 1 ,_ i I i , 2:, ,_ . . , . • „ ,. , , ...14_, , , .,_. , . , , , , . !.:."-,"****** • ,"7-.F. I I DRAWINGS FOR DESIGN AND . I - .-,-...___, ..............., . ,...____.... , , • „ ._ , -. ..„......_ ,__ I i 1 -1 1 i • I ! , ,-- i , , - I I I-I 1-i .1. I _I,iirilw.,D.1 Akrrcu." . 1- ___ _i . .__I I _.1 I _I 1 i_i inAl . _.D,1 A p JT=1„: I I--I I I---I I 1--I 1 I-i I 1 --1 1 -- = DRAWN BY CHECK BY ---, I1-1 I 1-----"'''', -'-'...'..."* a4,4,,,, ,,,,.."1 : ,, 1 i , I i !___.,,..., .... • ....„.,...,,_, ; ..,........1 -...........1 i ...-...........I 1 1.--,......,..1 il 1...,...-..-1 1 1...............; ! 1.-........-1 i 1-7-I fra..e.c-A4,-- .. .--,.--.....--.1 L.:a-71 J.17----..li---:_____i 7-----7-7--.,..........r_____T---___: ii : ... 1 DETAILS FOR EXTERIOR i 1 , . _ . • 1._ . . _ . i . 1 i , , . . • PLANTERS AND WALKVVAYS . I . . - - . '--I , I I ' - -"I 1 1..._ -1 i I IT- 1 1 ; -; i ; - l• I• I I I r I i 1 I li- -":1 1 i i ; I I-- ! 1 ; -i 1 i . . -----; --II I . ; i ; i I 1 ! , 'I i.. . • - -, * , IL11: ___.........1 .1 1 I 1 i _...... .......--111...-..1 I 1..- .1 1 I .71 ! 1. . j J -..-......--........ • '---",..... ..•••1•,,1 I 1..-1 I 1---1 1 1...'•••-•- 1 ii l'..."' '''' .""•- -..*•---....... .. .,..„,.___ i PERMIT SET ________----- _ : , _ . - ---i I - ' - ' • -------- STATUS ---------- • i . _-__-__ . , . I 3 . ------ I . -------........:7 _.,... ....,______ I / 01292018 • i - . . . -- • • • ______-_---.- - _-----_-•__-_ -- ___----_ _ _ _ - • -FI 4Tt, _-. _____ _._:___•_. _ • • i iI D17A0T5E2 . ---,_- --- _ 1 i - 1 .4 . 1 .6 . T 1 .8 . , r . PROJECTNUMBER . . . . • • . • 01 4' 8' • • • rviiim___Lni=riiiiiiimiti-____,-_-_- ___„„•16 111114141,,. Ai .2 . 00 • • . . • • . .2018 OTAK INC. • , 0 . SLAB ON GRADE PLAN • • • . . If this drawing Is not 24"x 36",It has been SCALE: 1/8"=1'-0" • , •• . . . . . . . - reduced/enlarged.Scale accordingly. • 1-2.0 . • • • . . , • • . . • • . • • • . • SITE KEY PLAN . FLOOR PLAN NOTES . • . • . . Otak • , 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE • /----- ' AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. • - „ --e\-.,---" • . ..,....NY . OTHERWISE NOTED. DEMISING WALLS ARE ,-. •"\\,0 \ DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE , -____N -, . • ELECTRICAL DRAWINGS. Otak Architects, Inc. \ s \ ) ,... ...,v \,•-k. . - . . - 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL - • ...‘ N...1\ N. . .- ' 6 •,...- • \. • :\ -- %\,,, 808 SW Third Avenue,Suite 300 - LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER • • • . • ---' ------- .‘' .,, - .--c.0 ,•- 1 . • - . , . DRAWINGS AS APPROVED BY FIRE MARSHAL. .rtland,OR 97204 '\„----- \-.- , ,‘. ',--' ••-•-•as • BLDG 5.,..:-. / 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE ,-- • ' in 503.287.6825 - • . VERTICAL CONSTRUCTION ASSEMBLIES AND • 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, wwwotak.com • . „ . • . • • ..\ . ,-' ,.. ,(. „‘ N. ....: , ,,,. 1 HORIZONTAL CONSTRUCTION ASSEMBUES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES • . ,, , ,--- ,-- 11 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR • . FroUONRTAENDDBEETWLECETERNIC1A5L'ANDPANE4L8s"ATBOOBV: \\`.( ,-!1 • . . . 1\‘, ' 1•1=3 MD- 11 k..------i E= li DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. WITHIN REACH RANGE OF 48"ABOVE 'N. 1 1 ,1 i- • ,. , - • --I j„ • • ._( • 1,1,-s. FINISHEDFLOORFLOOR TO HIGHEST CONTROL AT GROUND ,A . • ‘t, :•,..:_kqi__.,:a.uv2_,__ Bata.3.;1_,..13LPG 4 -, 01-00-1..,:,,•:;:i.... 5. SEE STAIR SHEErS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 31 . ‘ ' DIMENSIONS AND OTHER STAIR INFORMATION. 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT ik BRIAN R.FLEENER4' • . - - - . 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. ,, ;;RTLAND0,01 ".• . . • . 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING • 7. MAINTAIN WALL AND FLOOR/CEIUNG ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL . • . . . • • - . . RATING AT ALL-TUB/SHOWERS.SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL OF 0 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/2018 - . • . . - AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP • SEE 11/AX-&11. 9. SEE 51AX-8.12 FOR 1-HR RATED WALL INTERSECTION • DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR _ INTERSECTION.SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). . • INTERSECTIONS . . 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. • • • 10.SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND • . ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DOG PROPERTIES . . AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC • FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-O"FROM ALL OPERABLE OPENINGS. . • MAXIMUM SLOPE. . . . . . . . • • 11.COORDINATE LOCATION OF FIRE EXTINGUISHER . . •. . CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE . CONSULTANT - UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 • POUND NOMINAL CAPACITY AND AMMONIUM • • PHOSPHATE-BASED DRY CHEMICAL IN . . . MANUFACTURER'S STANDARD ENAMELED CONTAINER. • • • . . . - SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER DETAIL • . . 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I 1 1 1 i . i : , „ , „ DRAWN BY CHECK BY • i 1 , , 14 , I ! , , ., I ! , , . .4 ! . .1 , 1 23'-1 1/2" : 10'-2 3/4" 10'-2 3/4" • 13'-2 1/4"__I 5'-6 1/4" 8'-91/4" I i 10'-23/4" . . 14 : 13'-1718". • 10'-3 1/8"• •I • 11 20'-ii 1/4-L--1--- • • - 1- • t ' 13 -2 . ' , ! , . 10 -3 .,:. ,., . .., .. , , 13'-2 1/4" •, , . _. . :10'-2 3/4"I. , :.t.!. .„ , 23'-1 1/2" i ? , , . , , 4 )1 , I , • '44-4-1* • , , , 1 ... ,,,F._ • PERMIT SET -a I "' . - . .....,....._....-,...L.L. 1 i 1'"'. 1 ! '---, ' ,----;-• ,-----, , i . • 33'-4 1/4" 123'-5" i. 14'-3 1/2", 23'-4-i/8"I 1----1 I I-- I ' • -23'-5 3/8'1-- . p-33'-10 1/4"L. • 23'-5 1/4"---------------.. . .1 - 33'-4 1/4" I i* sit- STATUS i Ji. . 1 I .• • 1 --7-'9 . • , .„.._... 1 .._ i • 03.29.2018 • „___J \._ 1 i 1 ! ': • 1 _ id-i-i----qm I .---i--•--- • IM: 4 I 'r '''...'... .''' . '."."'s-----T----------- I i i I , _ DATE . 1 -- - i ---- 1 _... - -- - _ -----_____ _________ _- ______ ___--,--_____----I---A1-3.0 1 • I - I ---„............_ 1 i i l i 111,....__ Wie . . -- Aliallk SIM Alioli SIM Ail . . 17052 • it. wir 1 .8 ‘.? 6 , LIDA PLANTER PROJECT NUMBER _' 4111 0 • 1 .4 - 1 .6 VW 0' . 4' 8' 16' (12) Ai ..2 . 0 1 rs-iiiiiiii-a-------- • 02018 OTAK,INC. 1 FLOOR PLAN LEVEL 01 . . If this drawing is not 24"x 36",it has been • i 1-2.0 SCALE: 1/8"=V-0" . . reduced/enlarged.Scale accordingly. . . • •• SITE KEY PLAN FLOOR PLAN NOTES • •.. • 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE �f^{ AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. ; ' OTHERWISE NOTED.DEMISING WALLS ARE ,/./\.%0 f,•'', DIMENSIONED TO CENTER OF STUD. ' 13. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DRAWINGS. Otak Architects Inc. '' ' 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL ' - 0 -�, •r 808 SW �•'.• Avenue,Suite 300 • >• -" r LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLERortland,venuOR 97204 • -\' �: •=' `�\' >' DRAWINGS AS APPROVED BY FIRE MARSHAL. ' \- ' / -- �'" '5 BLDG 5:�.-.. ; 3. FOR.CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE ain 503.287.6825 -' ' - VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak•corn ,� '5-, .• ,•- �' HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES • `� '�� _ ,-'' ii SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE 4. SEE UNIT PLANSBE ' DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES \\\�1� ' T i1 LOCATED WITHIN REACH RANGE OF 48"ABOVE � ` �"" "" ''• FINISHED FLOOR TO HIGHEST CONTROL AT GROUND ";\�rM ,.�_. 01 ;,$LbG.; .___; ~.SLOG 3 _�-.B�DG_ ._ _gI1 QG 6-r -;i'- ' S. SEE STAIR SHEETS AX 5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 7 D • ___ _.______ ._ _.._ __ _. _ _. _ .. .__ _._ .._, ._ __ DIMENSIONS AND OTHER STAIR INFORMATION. • i'',.` I 1 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT • BRIAN IAI�R' L!~EI � 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • - DIMENSIONS AND OTHER ELEVATOR INFORMATION. r no ri i NC?, OR 17. SEE DETAILIOJAX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL • RATING AT ALL TUB/SHOWERS.SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL, OF Q 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP • SEE11/AX 8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION • DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION.SEE 4/AX-8.12 FOR 2-HR RATED WALL• FRAME DETAIL(AND HINGE JAMB DIMENSION). "•- INTERSECTIONS 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. 1. 1-1--u- ___ • 10.SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC •• FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-O"FROM ALL OPERABLE OPENINGS. • • MAXIMUM SLOPE. - . 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE ' CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 • POUND NOMINAL CAPACITY AND AMMONIUM , PHOSPHATE-BASED DRY CHEMICAL IN • MANUFACTURER'S STANDARD ENAMELED CONTAINER. 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SITE KEY PLAN FLOOR PLAN NOTES 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE Otak ..-- ,--- AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS, • ',,,•',� OTHERWISE NOTED.DEMISING WALLS ARE -- r : DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ,,%,,`" ELECTRICAL DRAWINGS. Otak Architects, Inc. • ,.- 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL • 1\,\. '` y LEGEND SEE COVER SHEET • 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 SW 0 • 'venue,Suite 300 P. OR 97204 �. �` \‘` )'''.-<'Q r 'u ;'. / DRAWINGS AS APPROVED BY FIRE MARSHAL, m-in land,OR 97204 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE \-**-.., - < _ BLDG 5. / VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING,ENVIRONMENTAL, www.otak.com ='- = HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES • \' ` r` \�',,�•. . SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE ,✓ , _ __.-,.__; 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE • • '{t/ DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES, LOCATED WITHIN REACH RANGE OF 48"ABOVE .1_i • • , •• E 3 ' , i! F 1 � ' FINISHED FLOOR TO HIGHEST CONTROL AT GROUND �,r/�' . II . \,._‘:*,1. 1 „ , .__.._,: : 11 :1-'11- 5. SEE STAIR SHEETS-AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. • _ •. __IB�R_G 2 M._BLDC�_ _4 _.EDG __�_.BL136::° 2f� • ARER4 • ',+T.____.. _--i--_ ? DIMENSIONS AND OTHER STAIR INFORMATION. s � . • . 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R. � 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE, DIMENSIONS AND OTHER ELEVATOR INFORMATION. • POR.I.LANr,OR 17. SEE DETAILIO/AX 8.11 FOR INFORMATION REGARDING . 7. MAINTAIN WALL AND FLOOR/CEIUNG ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS.SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL OF 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP • SEE 11/AX-8.11. 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION.SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). INTERSECTIONS • 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. 10.SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY • ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT ' • UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 • • POUND NOMINAL CAPACITY AND AMMONIUM • PHOSPHATE-BASED DRY CHEMICAL IN ' • • MANUFACTURER'S STANDARD ENAMELED CONTAINER. • SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER DETAIL A1.3.011 •1-4.0 % . • . • • • • 1.9 lt, 40, . . • • Al-4.1 2 ti PRE-MFR PEDESTRIAN • • I 208'-61/2" • BRIDGE 33'-4 1/4" 23'-5" �, 33'-10 1/2" 23'-5" 23'-5" I. 14'-3 1/4" L 23'-5 1/4" • 33'-4 1/4" • 23'-1 1/2" 10'-2 3/4" 13'-2 1/4" `_ 10'-23/4" 1 13'-2 1/4" ♦,, 20'-8 1/4" / 131-2 1/4" �, 10'-2 3/4" 13'-2 1/4" ,, 10'-2 3!4" - 13'-2 1/2" b 10'-23/4" 10'-23/4" 23'-1 1/2" �• • 3'-1 1/4" i 1I'-51/4;, 6'-9" , 5'-9" , 6'-21/2" 5'-0" .4,5'-23/4" , 6'-53/4" l 6'-81/2" , 5'-0" ,5'-23/4"6 6'-53/4" 4 6'-81/2" , 5'-0" ,, 10'-5" r5'-3 ,l4"I, 6'-53/4" ,, 6'-8112" , 5'-0" .5'-23/4"1, 6'-53/4" ,, 6'-81/2" , 5'-0" ,,5'-23/4"L, 3'-0 j, 8'-2" 6'-6" ,, 6'-81/2" 5'-0" r5'-23/4" ,5'-23/4" , 5'-0" , 6'-21/2" , 5'-9" I. 6'-9" {4'-51/4, . 2 - r • • - q r - �-4,1" �/ �r r IYP AI AX-8.03 -$.07 -8 03 -- - ---- AX-5.0 • -8.03 ...- �...� TYP © � SIM [7,3 ' . le TYP ` - , r =' ii. i ! 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R ' Author Checker • 4 -51/4', 6 -9 r 5 -9 6 -2112 r 5 -0 ,5 -23/4 �,5 -23l4 , 5 -0 6 -81/2 6 -53/4 g -21/4 3 -0 ,5 -2314 , 5 -Q" 6 -81/2 6 -5112 ,5 -31/4 5 -0 6 -8112 6 -53/4 �,5 -31l4 , 10 -5 , 5 -0 , 6 -81/2 , 6 -51/2 , 5 -3 5 -0 6 -81/2 , 6 -53/4 ,5 -23/4 , 5 -0 6 -21/2 5 -9 , 6 -9 4 -51/4L 23' . 4; l 1; " 1/2" 10' 3/4" ♦ N 13' 1/4" 14' 1/2" 10'- 3/4" • 13'-2" 10' 1/4" 13'- 1/4" 20' 1/4" 13',+2" 1 3" 13' 1/4" 10' 3/4" 23' • 1/2" •• D(Sl1Y Y1'l I?7 CHECK BY 3'-1 v4"� • 1 -1 -2• !, 10 -2 3/4 ti -2 -3 `, 2 �, .4, -3 `, 2 , -8 ♦, r, 10 - d -2 ♦, -2 ✓ -1 1 PERMIT SET STATUS • A>SIM 0 �k SIM ©�SIM1 Amik SIM T 03.29.2018 DATE A1-3.0 ir . g, • . 17052 . • . • •r 1 .4 1 .6 IIK r' 1 .V S4,11PROJECT NUMBER 0' 4' 8' 16' -----rvmaiii __ A i ...2 • ■ 03 . 1 FLOOR PLAN LEVEL 03 ?2018OTAI<,INC. If this drawing is not 24"x 36"it has been ' 1-2.0 SCALE: 1/8"=1'-0" reduced/entarged.Scale accaon�ingly. SITE KEY PLAN FLOOR PLAN NOTES ( tak• • • 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE Otak . . ,‘ •• f`` AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. .. u • OTHERWISE NOTED.DEMISING WALLS ARE � , • `�, '', DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE �'�,� `= • ELECTRICAL DRAWINGS. Otak Architects, Inc. > Q �- 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL 808 SW -nue,Suite 300 • O`. LEGEND SEE COVER SHEET • 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER �. 1Y!- t l`t r •'- % `•=`` DRAWINGS AS APPROVED BY FIRE MARSHAL. Po =�,OR 97204 - �'•• -`' • -`'BLDG 5.,_.., / 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE mai 5 3.287.6825 ��. \ ..;\ .•:,-., ),\• ',''' VERTICAL CONSTRUCTION ASSEMBUES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, • , vww.otak.com • ;,` ^ {ice � HORIZONTAL CONSTRUCTION ASSEMBUES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES \� ` - ti �. SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE • r�� '� = I 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE ` DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBUES, LOCATED WITHIN REACH RANGE OF 48"ABOVE All • lk ..- G 1. :B_L,�G2 tL1CZ 3;. BID \\\; --_..._ _- jFLOOR TO HIGHESTO I 1 , ', FINISHED CONTROL AT GROUND .`�'-'7 •'' G..-0,._, .LDG;6 ''• 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 3720 _ DIMENSIONS AND OTHER STAIR INFORMATION. I 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLEENER' • 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • DIMENSIONS AND OTHER ELEVATOR INFORMATION. WOMAN!),OR 17. SEE DETAILIO/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL OP 0 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE ' 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS • 3129/2018 • AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX 8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP . SEE 11/AX-8.11. • 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR ' • INTERSECTION.SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). - (� INTERSECTIONS -�' U `Mt'. - 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. • 10.SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND • ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND D BG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LIC - ' • FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. • MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER ' CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN - • • MANUFACTURER'S STANDARD ENAMELED CONTAINER. - SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER 4r, DETAIL �� AI-3.01) 1-4A -4.12 • (1) le 4 1 .9 1 . . . • . . 411ilD co . . 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I . 6 1 ID PROJECT NUMBER 0' 4' 8' 16' A1 -2104<I) , ---riFamil=fli --. -1 Ai .2 1 04 • • FLOOR PLAN LEVEL 04 O2018OTAK,INC. A . • If this drawing is not 24"x 36;it has been . . 1 • SCALE: 1/8"-1'-0" reduced/eniarged.Scale accordingly. ROOF AREA VENTILATION SITE KEY PLAN ROOF NOTES otak VENT FREE AREA(sqft) NAME AREA(sqft) 1. VAPOR BARRIER AT INSULATION TO BE LOCATED ON REQUIRED PROVIDED WARM SIDE OF INSULATION. 7.-"V _...giggioopoiria 11Iii, AREA 1 1,290 4.3 5.5 • / `� , 2. SEE 61AX-8.06 FOR PIPE PENETRATIONS. AREA 2 10,124 33.75 35.75 : vf'Q '\ Otak Architects, Inc. .�, )\ ›--..---(a\ .''1 \ 3. WALK PADS TO BE PROVIDED FROM ROOF ACCESS 808 SW Third Avenue, Suite 300 AREA 3 278 0.93 2.75 �: ` DOOR TO ALL MECHANICAL EQUIPMENT(VERIFY - -' \ land, OR 97204 LOCATION OF ALL EQUIPMENT PRIOR TO PROVIDING •,,' t' • _.; -'n 503.287.6825 AREA 4 358 1.19 2.75BLDG 5.••.- \ (",c;),°,� `•,. rn -.�. LAYOUT) www.otak.com f f _ a j 4. AT ALL DOWNSPOUT LOCATIONS PROVIDE A \, ••\ r SPLASHBLOCK AT THE ROOF. AREA NOT TO EXCEED 3000 sqft.VENT FREE AREA � MUST NOT BE LESS THAN 1/300th OF THE ROOF AREA ,, `• ‘,211:5 G 1 • : ,PG,2 T..BLP .-f BLDG 4.- ` BLDG,6 f".l` 6. PROVIDE VENTILATION OPENING FROM MAIN ROOF SPACE PER OSSC 1203.2 EXCEPTION 2. � 20 -- - _-- •- -_--._.__... __ _ TO CRICKET AREAS. FLN� fl • • PORTLAND,OR LEGEND Of 0 3129!2018 [ 1 1 1 STANDING SEAM METAL ROOF STAMP III MEMBRANE ROOF SEE ASSEMBLIES - r-h-r-0-:LL, - - - - FACE OF EXTERIOR WALL BELOW DBG PROPERTIES ,... ..- 2-HR BARRIER WALL BELOW LLC (RATING TO EXTEND TO UNDERSIDE OF ROOF SHEATHING) ROOF VENT CONSULTANT ROOF DRAIN AND OVERFLOW OP ORD SEE 8/AX-8.05 rLL1I-I I GREEN ROOF i 2 BALLAST ROCK /tr] 411 (I) 130 1 .4 IV 1 .6 0 1 .8 1 .9 40, ID it. II I / I 1 33'-41/2" I 23'-5" 14'-3112" 19'-7" 9112' 19'-7112" 3'- 10" 19'-7" 14'-3112" I 23'-5112" I 33'-4112" STANDING SEAM METAL I 39`- 10"-TYP I I I ROOF, TYP. I I 43'-3 1/2"-TYP I I IAlk • I I I 39'- 10"-TYP 1-4.0 / 38'- 11 3/4"-TYP EXTERIOR WALL CO \ - \ \ BROW-TYP R t- N- Y i Z • r II moo- I = AREA 4 • -nl,e) N I 1 $ N 1 cV r J -s.o �' r L J W 114"I12„ ori if ABOVEC) Alt I I I I - I TPO MEMBRANE Z � II , / N 38'- 0 3I4"-TYP I I -8 0� \ 41'- 10 114"-TYP �- STAIR 2 BELOW, I I ROOFING BELOW EXTEND 2-HR RATED r y WALL TO UNDERSIDEIX WOOD OVERFRAMED OF ROOF SHEATHING i►i b / o 7 I I N I I CRICKET-TYP \ <IC T I (hi:-;:r 4011 fa <IC y t...,, 6 ! id) ® .© b Li idJiI Om "t • -8.0� fV (h r II ._ MECHANICAL I , ' U) 0 I Q„"�`_ �� EQUIPMENT SCREEN, I �� COORDINATE SIZE 12 WOOD OVERFRAMED I i E60 \\\)1_ � SIM 4co � c WITH EQUIPEMENT -8 2 F r CRICKET-TYP 1/4"/12 • N Et { X CUT SHEET, MAINTAIN • „ W zr �'-503 / REQUIRED CLR 1 .B I I 1 T :� I I - I = o Z m is 1 2 SIM PARTIAL HEIGHT ELEVATOR Al G 3'-O"X 8'-O" ROOF u. i 7 7/ WALL SEPARATING �� , ACCESS HATCH 2"112" Iso to, in , - 2"112" 12 - SLOPED!ROOFS OVERRUN \5-� _ - - - - - - - - - - - - - - - ` - - - 0 I CONDENSER ON 4x8 PT - I ( _ -ii I - Q CURB RUNNERS PARALLEL I CD o D 114' 112 W/ROOF SLOPE-VERIFY I Ir-1 i 1- I- In LOCATION W/MECHANICAL -., I I I WOOD OVERFRAMED STAIR CRICKET-TYP e'er." RATEDIWALBELOW, UNDERSIDE DER I I AREA 1 AREA 2 I • Il TITLE `' I N I I • 314"112" OF ROOF SHEATHING r I N ROOF VENT W12.75sq#t dj1 • . 4.,�....,...�r Alk FREE AREA MIN-TYP # DATE DESCRIPTION kr [AREA 316j III b W .- 1, 61 'N 114"112" 114"112" (hi i r 114"112" 114"112" ED 38'-0 314"-TYPIt] I I ,� L N 2 I II rl aPy a � ! I N I N -8.� 1!4"/12" \'-4- -10)' �Py 1.1144 " n !/q��Y a `a�0 y�- TYP W I W I 114 112 14'112" n .� ®pa •p0 O'D r °D® top „ „ r , ° 0 I ® D I „N Ro 114"1 12" 114"1 12" 114"112" r 1 114"112" 114 112 r t 114 112 I I 114 112' r ® "® 0.1 = r 1 - RD® r r R ® N D I REVISIONS 1 1- 1- 39'- 10 - -N - �. I - -9-r ._ .-N- - -, --r - - .(V - I CV -I\ "-TYP I -_ ROOF DRAIN 1 Author Checker 38'- 11 314"-TYP EXTERIOR WALL I �-- 15 OVERFLOW-TYP DRAWN BY CHECK BY alli SADDLE BELOW-TYP I I I I • -8.05 FLASHING -TYP I I \ --("5...) x�.06 TYP PERMIT SET I I STATUS TYP 33'-4112" 1. 23'-5" 14'-3112" J 23'-4112" .' 23'-5112" .r33'- 10112" 23'-5112" 33'-4112" 03.29.2018 DATE (1111 (113 111) 1 .4 1 .6 1 .8 • 1702 PROJECT NUMBER 0' 4' 8' 1 (-3 6' Al _2 ■ 05 1 BUILDING 1 ROOF PLAN ©2a18oTAK,INC. if this drawing is not 24"x 36" it has been i 1-2.0 SCALE: 1/8"= 1'-O" reduced/enlarged.Scale accordingly. Otak r� ,iviiiie 402. iik. 1113 (1D 1 .4 ap 1 .6 el 1 .8 1 .9 ip, 4111P RCP LEGEND Otak Architects, Inc. 808 SW Third Avenue,Suite 300 I' 1'-6" SPOT ELEVATION-ABOVE '•rtland, OR 97204 T-8 112" ` I I I NTER I I I CE OVER OIREXIT ' GN 1 I www.otak.com 2 �'— REFERENCED LEVEL ain 503.287.6825 RECESSED, CANNED 8'-0" LED LIGHT FIXTURE \ r f .i.r � Al-212 8'-0" HORIZONTAL ASSEMBLY '� EQ 1�Q� EQ EQ I Ea �, EQ •� / � I IN �� 4 .� '4I I I _ I J I I '� 11 IliGHTING FIXTURES +?1 B -- Ili' `� ,}► r - ' IN , . . . ' . I! -- - "~' - . _ .- , - 3720� � ,-,.. - Li: . ;: i': , . 1: :.-. . - . -- BRIM!!R. IE�J~I I. - ' a ::3 ` I }c1 I I - Y - - - r . r _ .'3 : • .. : • ', ) -, . ,p,-N.: i RECESSED s w w S CEILING • le 7 - I'T • --} ! ! ! . iT r ° 1 WALL SCONCE VIAND,(}IJL, J I I -- I ! L� I II!; I !" r ! � ® EQ _• EQ ' IIII1 RECESSED FLUORESCENT'� 1x4 WDOD CEILING- - F 1. EQ EQ EQ ` EQ EQQ s '. I MATCH SPECIES OF -8.1 • TYP EQ EQ EQ EQ EQ EQ •• FIRE LIFEISAFETY 3/29/2418 •T - I BUILDING BASE •r f •r •, •r CEILING ACCESS / J E , I I CEILING ACCESS EXIT SIGN STAMP HATCH I I ' I RECESSED, LINEAR I I I I I HATCH ___--_ , _.!-:;�•- -- LED LIGHT FIXTURE o FIRE HORN/STROBE ry GYP CEILING i i (D SMOKE DETECTOR - CERETGN OVER DOOR MECHANICAL ' X11. 4 BUILDING 1 RCP - LEVEL 4 �" 0 SUPPLY AIR DBG PROPERTIES . 1-2.1 SCALE: 118"= 1'-0" RETURN AIR LLC ® EXHAUST le1113 1 .4 1 .6 .8 1 ,9ilip. l 1=2=1 EXHAUST-WALL VENT CONSULTANT A CEILING ACCESS HATCH CENTER EXIT '•IGN I / OVER DOO' 1 �� 1 r A1-2.12 0 1 I I I '''F ! I ' I I RECESSED,CANNED LED LIGHT FIXTURE \ / BEAM ABOVE 8'- 1 3/8" , EQ ,, EQ I EQ EQ I I \X/ EQ �, EQ -� IIII'I Y---- . � . : I . J, -�---til II : .____I Iu _ 7_ 7: ,Q,7t. , ._ . , . . . _.:. .. _ _ ,(_. IS j I I - CJ {'J , C'f C7 C _...__ LJ , - w - ffi....._ I - T. ----'--- w , ,iric ID - ' " ill ' -II - " I I I "r 4 I L7' .- , 11---ic,1 f AI 1 in :7' :ATI EQ • EQ il I. It ' ' -;:jli Lii • Ji I I EQ EQ ; EQ ; EQ EQ ; kQ �'+ I '1 MATCH SPE1x4 WOOD CT SOF T-Yp ILING- E� EQ I. EQji, EQ �, EQ , EQ I BEAM ABOVE --�'1 I BUILDING BASE I I I I I •� CEILING ACCESS CEILING ACCESS HATCH i RECESSED, LINEAR I I HATCH hi LED LIGHT FIXTURE "' -'• GYP CEILING 1 I I CENTER EXIT SIGNCO J 3 BUILDING 1 RCP - LEVEL 3 t,_ OVER DOOR J • 1-2.1 SCALE: 118"= 1'-0" Z 0 W Z 11113 4:11) 1 .4 et1 .6 (1/11 .S 1 .9 ip 41111 2 J i.r— — CENTER EXIT ',IGN 1 I. OW / �O OVER DOO' I 1 U � o A1-2.12 Cit 0 I I I I I I ', 1—rl I Q w ICL RECESSED, CANNED I I U 8'-1318„ LED LIGHT FIXTURE = I BEAM ABOVE < ❑ W EQ y EQ ,, I EQ EQ \X/ I EQ ,, EQ �, J III ( It I / II 1I /1 - 1---Jr-j—%-I II (n L.L. 1 .Bco I 1 I• I. w.1 �-""'I� I I • �..J 1717-711 I _ �I- . I . - Q w Okl Ce -. ' . .`I :w • . t ILII 1 .—_ ' — �— I � "' . • - • . w - - J Y N I Ire I �� — �' f •I: r ........k, LLI 'Z' 18 -1 ., . . _ _ . _ (111) _ I �' I I r—lI p EQ EQ , I It; ' ' -..-IrH L-1 - Li 0 Z IEQ EQ EQ EQ I. 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[ `I I `L i i� , --, j-li I ! ��i 03.29.2018 II (� I II I� 0 II I I � 1x4 WOOD CEILING- I DATE EQ i / EQ EQ EQ EQ Q J On ii ; E h EQ EQ EQ d EQ d EQ fr _ MATCH SPECIES OF BEAM AB01�E ' 'I BUILDING BASE I I ' 17052 CEILING ACCESS I 1 1 . 4._I E I RECESSED, LINEAR I I I I I CEILING ACCESS PROJECT NUMBER HATCH I r i LED LIGHT FIXTURE HATCH '• - _ _.L. GYP CEILING CENTER EXIT SIGN I Ai _2 ■ OVER DOOR 1 C. 1 BUILDING 1 RCP - GROUND LEVEL � ®24180TAK,IN ff this drawing!s noo t 24"x 38",ft has been reduced/enlarged.Scale accordingly. ' 1-2.1 SCALE: 118"= 1'-0" ot a k _.......... k Otak Architects, Inc. (IID 808 SW Third Avenue, Suite 300 •nand,OR 97204 1 .4 411) 1 .6 41D 1 ,8 1 .9 IPID503.287.6825 www.otak.com I I II I I .,r „, . t , 1 I 3724 4'-0” a BRIAN R.FLEENER i if • °"34, I ! i I I ., I I VIAND,0R =0_,,‘ ..1 3ii / - OF 0 \/ /\ 3/29/2018 I ! 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I I GYP CEILING I I 1 2 BUILDING 1 RCP — LEVEL 4 WOOD INSET ` 1-2:1 SCALE: 1/4"w 1'-0" Z Z z 0 41,13 W z 1 .4 1 .6 41) 1 .8 1 .940 1— W 11_411 - reI I , U r , , �, Q W a ,.._ U I I Q W I I I I I 1 - ❑ CO LI— e __O W R CI 6.9 M e Nom., .� BEAM ABOVE i c.1 CtI I I I I I _ �all\ / • r N ti / W z � ❑ ix / LL ' 0 Z /\�I I -- 5'-0' K- ' 1 I I i I I T _ W � � 0 I I _ , N oQ - I -- � _ . _'I _ _ _ _ _ _ _ _ _ _N = c� M 1 •- N 1 K 1 N. 1 X _ 1 11 ` 1 X 1 "'. 1 X 1 X`. ' 1 M 1 X 1 • 1 11 1 11 - 1 M 1 11 ' 1 1 X 1 11 1 11 ' • 1 X X 1 M 1 1 ' t N 1 . , _ ' 3 -4 ;2 -0 6 -Q _. 1 -0 4 -D _�. -2 -$ ,3 -0 _ ' 2 -Q 2 -8 . 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I Author Checker I 111— III GYP CEILING I I I I BRAWN BY CHECK BY I I I I I PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER A1 .2 1 2 1 BUILDING 1 RCP — TYPICAL WOOD INSET ©20180TAK,INC. a 1-2.1 , SCALE: 114"= 1'-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. ELEVATION LEGEND ELEVATION NOTESot k I .D 1 .B 1 , A VERTICAL WOOD SIDING-WD-1 1. SEE BUILDING FLOOR PLANS FOR DOOR TAGS ,...iiiiisee,„....-1,114 ilk VERTICAL FIBER REINFORCED 2. SEE THE SHEET A1-1.11 FOR WINDOW AND DOOR 63'-6" - PAINTED PANEL SIDING SYSTEM 1 --I H H CEMENTITIOUS PANEL SIDING 12"X SCHEDULES. 48"STAGGERED-PT-1 Otak Architects, Inc. 29'-0" 5'-6" 29'-a" 3. SIDING TYPE, REVEALS & BUILDING COLORS SHALL HORIZONTAL FIBER REINFORCED WRAP AROUND CORNERS INTO RECESSED AREAS 808 SW Third Avenue, Suite 300 I CEMENTITIOUS UNLESS OTHERWISE NOTED. m rtlia 50, OR 7 77204 L. 25 ak SIM SIM - EXPOSURE PT-2 P SIDING WI 6" www.otak.corn 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. �� 2 2 1 FIBER REINTRIM- T-3 CEMENTITIOUS 5. SEE 6/AX-8.06 FOR TYPICAL ROOF PENETRATIONS. 1 TO HIGH ROOF PANEL TRIM-PT-3 • -8 0 • -8.0 TYP.AT FIBER - 44, 0, nP +1 CEMENT �, WALL MOUNTED BIKE RACK 6• SEE SHEET AXI-8.11 FOR DETAILS AT ELECTRICAL -1 LIGHTS,COMMUNICATION PANEL AND EQUIPMENT. 6 a> TO LOW PARAPET FDC FIRE DEPARTMENT CONNECTION X72 I �39'- 10" 7. SEE 71AX-8.05 FOR SADDLE FLASHING DETAILS AS 1 I '1. NEEDED.„' BRIAN R.FLEEI1 i SEE EXTERIOR FINISH SCHEDULE 1 a - D ; - I _LEVEL 04 TO PLATE FOR FINISH INFORMATION. 8. SEE 6IAX-8.06 FOR ELECTRICAL AND MECHANICAL O \ V ` I _�--� - / 0 �--` _7 O35'- 10" PENETRATIONS. %01111.ANO;01 _LL= / -- / / PAINTED FIBER CEMENT PANEL 9. SEE 17iAX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF 0 C�. / - / _-- -"`- ....„.7 ---- ___, 1 TRIM AROUND WINDOWS-TYP _._,,.-__:_ 1--71.- -_ _ ""��' :_ ^� 3129/2018 EXHAUST FAN 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP 17 LEVEL 04 "ELECTRICAL ROOM." ,' 0-- 1 1 i �- i.___..__ 27'-9 112" /�y � 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT CONNECTIONS SERVING AUTOMATIC SPRINKLERS, ! 1 ____q \ \ 6 STANPIPES OR FIRE PUMP CONNECTIONS AND BE i------- ._.-_... , -8.0 TYP.AT FIBER VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALL J! s h.r_L -- _ - ll �! _ - �- CEMENT INDICATE DESIGN PRESSURE OF FIRE PUMPS WHERE '' LEVEL 03 PROVIDED. ' k 1 �- ; , _ ,-�, ,$'-6 ,i4" DBG PROPERTIES (� \ `� - V - / -i _ --- �� 12. BUILDING ADDRESS NUMBERS SHALL BE PLACED INA LLC `--' \ `-' =-�` - --- V --- E -/ ® �- -- - qi HORIZONTAL LAP SIDING POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM - _ - THE STREET. NUMBERS SHALL BE A MINIMUM OF 4 METAL AWNING CONSULTANT- - NCHES.HIGH WITH A INIM M STROKE WIDTH OF 0.5 � / _ LEVEL _ 1902 13. SEE 4/AX-8.07 FOR KNOX BOX DETAILS. 9'-3114" -- - L ,.�..._ VERTICAL il 0, \ 1 I. 113 3 \ _ T / ,3 1 � , \ \iTTTT ,Z, / \ O 0 \ O 6 WOOD SIDING IF / 1 -I IE ; --/ Hi 4--c -8.0 TYP.AT WOOD -1 y -I-J.' _ • I I , + I I SIDING f 11 I I1 „__- \- !--- E I ' I 3 I IIE11 11 I _ I GROUND LEVEL © TYP.AT .8.0, WOOD Iii. ELECTRICAL METERS SIDING 6 • -8.0 TYP. 2 BUILDING 1 - SOUTH ELEVATION , 1-3.0 SCALE: 1/8"= 1'-0" Cn F-- z Z 0 W i M ,4::t l-- w • it, 1 .9 ' I1 .8 loro 1 .6 e 1 .441ID (ID (ID Le w iccCt Om 0 aCK208'-6 112" r ❑ LLI 33'-4114" 23'-5114" 14'-3114" 19'-7" 3'- 10" 19'-7112" '-9314 19'-7" 14'-3112" 23'-5" 33'-4114" cn w 1`,r , r , , , • ,,• • PA NTED PANEL WALL MOUNTED Ca Cil 1 SIDING SYSTEM I b. BIKE RACK, TYP. I I COLOR MATCH 1 I W N W © SIMb. SIM SIM 16 M PAINTED FIBER © Alk 4 © RAILINGS TO 1 N r HORIZONTAL I CEMENT PANEL I VERTICAL I -8.0 WINDOWS, DARK I METAL PARAPET W Z LAP SIDING WilTRIM AROUND '1-4.0 WOOD SIDING 11 TYP. 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WRAP AROUND CORNERS INTO RECESSED AREAS 808 SW T ' • •venue, Suite 300 I HORIZONTAL FIBER REINFORCED I f CEMENTITIOUS LAP SIDING W/6" UNLESS OTHERWISE NOTED, P. land, OR 97204 m.in 503.287.6825 EXPOSURE-PT-2 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. www.otak.com FIBER REINFORCED CEMENTITIOUS PANEL TRIM-PT-3 5. SEE 6IAX-8:06 FOR TYPICAL ROOF PENETRATIONS. WALL MOUNTED BIKE RACK 6. SEE SHEET AX/-8.11 FOR DETAILS AT ELECTRICAL :1:�! ' LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. i, yr 1 "A Elil::B ` 4E4 1 .D FDC FIRE DEPARTMENT CONNECTION 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS 3120 SEE EXTERIOR FINISH SCHEDULE NEEDED. ,�: BRIAN R.FLEENERVI ,, 63'-6" FOR FINISH INFORMATION. 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL # • 29'-0" 5'-6" 29'-0" PENETRATIONS. P0RTI.A D,OR 1 1 PAINTED PANEL 1 1 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF © SIM 51M METAL PARAPET SIDING SYSTEM )0 CAP FLASHING 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED 312912018 Wif,\ Ir4F WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP "ELECTRICAL ROOM." Algh © - TO HIGH ROOF • _g 0, I 44'_0'� 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT • -8.0 TYP.AT FIBER �„� CONNECTIONS SERVING AUTOMATIC SPRINKLERS, - Mil \I I - CEMENT STANPIPES OR FIRE PUMP CONNECTIONS AND BE I TO LOW PARAPET VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALL �- ---trI� INDICATE DESIGN PRESSURE OF FIRE PUMPS WHERE PROVIDED. ~�_ I LEVEL 04 TO PLATE 3 B PROPERTIES \ 1 \ _ r 4 ..-..7-77-N"--...„„... 35'- 10" 12. BUILDING ADDRESS NUMBERS SHALL BE PLACED INA LLC `l'J _ Lam- ._ _ ' 1 4 } �--� \ ;\--' _ - 3 \ :_ / -- POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM / / - - --- \ HORIZONTAL LAP SIDING THE STREET. NUMBERS SHALL BE A MINIMUM OF 4 ,:_- �- - - --, \ - __ INCHES HIGH WITH AMINIMUM STROKE WIDTH OF 0.5 -- - ... u"-_ ---'' - - - - \ INCHES. CONSULTANT -- 13. SEE 4/AX-8.07 FOR KNOX BOX DETAILS. 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Oak I ‘‘C:`S, nc. 808 & Third Av: 'ie, Suite 300 4. SEE STRUCTURAL DRAWINGS AND BUILDING Port! id, OR 97204 ELEVATIONS FOR ADDITIONAL REQUIREMENTS AND mai.503.287,6825 INFORMATION NOT SHOWN HERE. :ww.otak.com (1.-..1- 4.0 4.B €..-- .B , 4.C 5. ARCHITECTURAL ELEVATION OF 0'-0"IS ASSUMED AS THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL ©� SI U LDING ELEVATION.CIVIL DRAWINGS FOR ACTUAL • 1 �� 3721 I I I R3 1 • BRIAN R.FLEENER VIA TO HIGH ROOF • • 8 44'-0" PORTLAND,OR AX-8.06 OF 0 PROVIDE GYP BRD DRAFT STOPS BETWEEN EVERY 2 I I jli, III I'1 I111 3/29/2018 UNITS PER OSSC 708.4, OVER-BUILD ==- ;-_; i. " =- 1 ) STAMP AND 718.2. CRICKET SEEI - SEE ROOF PLAN FOR ROOF PLAN ' i 5---dt:,,i LOCATIONS1 1 TO LOW PARAPE � TO LOW PARAPET �R1 39'- 10" 39'- 10" .1.".. �� - ' ' 1 _�. DBG PROPERTIES NIL": 40‘. r-L-In_1121, \ Apai I fi : �� ,a k : LLC le re p N 9Ap. LEVEL 04 TO PLATE I ` LEVEL 04 TO PLATE CONSULTANT •,•40+ AR ys. 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STAIR 1 I ” 1 77 `'! 03.29.2018 +L i",..�"`�. r . d. _4 • DATE II - - 3` .:1 + . r} a ' `m-�;l 17052 TYPE I ---7 - - 1!.1-_41411i ,�1 y,l�, F_I;igji, I �- r,rf il. ,, ` WATERPROOFING -� ►+ -+ - - ;'�I I_ ( r,I�� I II ill 7.:71:1F -_,121:7107, �; PROJECT NUMBER I}•< 'I_ I _:�g ..; AIM; — 1 .tigf gi �a 2�c2x2'SUMP PUMP PIT ski== =- I ,F . r �I:0I BEYOND -NT�7".r.57tYP :I.... ==a�r�'= a.,:�i:Y+._ai.: .Yid A;E.r-.�:.. 0 3 5 MECHANICAL SHAFT SECTION 2 4 MECHANICAL SHAFT SECTION 1 3 ELEVATOR AT TYPICAL LEVEL 1 ELEVATOR CROSS SECTION IV — ) . SCALE: 114"= 1'-0" SCALE: 114"= 1'-0" SCALE: 114"= l'-0" "- '_ „ Q 201$OTAK,INC. ° —5.0 -5.0 -5.0 ' -5.0 ' SCALE: 114 - 1 0 If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. FILLER 30" r GENERAL NOTES - UNITS .. tak. ., ,. J. ..... , , ____ _____ // `\ - '-` 7 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ,...miiiipolopie,000.4 ihk '/ 10 '/ �` ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS / _\ __ __ / \ / ` \ / OPEN LEGEND SEE COVER SHEET. Otak Ar . ' . : tS Inc. ' 1 , �- -r BEYOND \•0 V ..�1 \\\p 0,�' . C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Ave e, Suite 300 ,` A.,,-- / SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia OR 97204 \ SHEETS. main • 3.287,6825 / •,....w.otak.com O O N D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE O o o 0 0 m __ ,/ �_ a' , n n AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. -.4e ti o o O o ' i E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL .44 m Fl INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 31'� 2T //'� ��.\\\\ == O u (/ F. • `�`\\\ \�.� FLOORS. ,� BRIAN R.F . R 4 Q DW ,=----\�� F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND ` OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE '�%ORT� � a M \"N /// FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS 011 (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON_ _I � WALLS SHALL NTED BETWEEN 15"AND 48" BE• OF 0 - " r r ABOVE FINISHED FLOOR. 31 114" 30" l' 30" , 12" . 24" 24" ' 30" ; 1$" ii.. 3!2912038 VERIFY W/MFR VERIFY W/MFR -VERIFY MFI G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 4A 4B 410H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION A- I N T E R I O R ELEVATION KITCHEN REGARDING OUTLET BOX PLACEMENT AND DETAILS 111AX-8.11 & 121AX 8.11 FOR PLUMBING PENETRATIONS I r`- - SCALE: 1/2"= 1'-0" FOR ONE HOUR RATED WALLS. T '` � I -� I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DB PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 01 04 BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ COL)---______ 01 DRYER REQUIREMENTS. CONSULTANT 02 C.02 I _ /--( 02 > K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. ' 12 ) \ L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES \ AT ALL FLOORS. \ M. ALL FAUCETS TO HAVE LEVER HANDLES. / / \ N. WATER HEATERS TO BE STRAPPED TO BLOCKING -TYP --.„, 013 \ WALL SEE 6/AX-8.13 € � 05 b I:: )110111 12 CI \ ED1 o -\L �" INTERIOR ELEVATION KEYNOTES - / ___ J �� r /cl 1. SHOWER CURTAIN ROD 34"•r 35112" L .I, i SHOWER CONTROLS 16" 22" -i. 38" 15" 30" 1. 1511 -L 2. TUB/SHOWER ENCLOSURE 60" , VERIFY W/MFR VERIFY W/MFR �' �` VERIFY W/MFR 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 3C 3D 1/Ax-8.11CO 4, LIGHT FIXTURE CENTERED OVER MIRROR INTERIOR ELEVATIONS BATHROOM 5. TOILET PAPER DISPENSER @ 18%24"AFF • SCALE: 1/2"= 11-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING LLI I. 23ll 1-5" - 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING .,, EQ EQ ��•' 10'-0" '' �� 12'-8 3/4" x 10'-8 1/4" � 8. REMOVABLE CABINET, CONTINUE FLOORING EXTENDED DECK ,� _ EXTENDED DECK -' ABOVE WHERE IT r - r- , WHERE IT OCCURS UNDER CABINET. SEE VAX-8.11 � r OCCURS I re AllkGUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUED ❑ ' -8.01 v.) /- IT OCCURS BEHIND APPLIANCE i E OVERBUILD SLOPE � Om ce _ z �- _ - 10. RANGE EXHAUST HOOD < /13 LY :. , . I - - -- SLOPE11 - I- ' r ,- ,^ 9 � - . SINK RIM AND WORK SURFACE COUNTER TO BE 34" © # i iv MAX AFF,AT ALL TYPE A UNITS,AND 36"AFF.AT ALL � N ' • _ •_ , ' -8.0 _8.0 w DECK OTHER UNITS Q Z .- M a • DECK AT SILL _ O .- AT 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" ICV w . i. LEVELS 2-4 / U) MAXIMUM AFF, OFCI Cl) _ •, . ) r I 13. WASHER 1 DRYER {I) :� ca 14. PAPER TOWEL DISPENSER � 0 - LIVING ROOM CL • • _• • • _ - , - ; E(1 - ., 'EQ ' - C7 in 15. SOAP DISPENSER W ti ❑ ` w , Q 16. SEAT COVER DISPENSER j Mk 24 CO _ _� • -8.1 BEDROOM - 17. TOILET PAPER DISPENSER N- i--- M w - • -' ,-LIVING ROOM ,; • , : ,; - - r 2'-0" 6' 011 iii • - „ 1 6 u_ 6 BELOW u.u. TITLE • ., ' .. . • •• • ., , , • , _ - • - 'BEDROOM:, -• , . ; - a UNIT LEGEND # DATE DESCRIPTION �r [1-fl] o I r 3 -0 .0 'To---; ,. `, ^`• „ ---- pW BR ') CL2 N O SMOKE DETECTOR w ---=="TF�_ _..� - I, - - r' C N `•'• -' , ,' •.', r ,j ' _ - - "' ' - ' -'-CLOSET - •- ' - 46 -1I i_ 1 . _ %- ): CE#LING SURFACE MOUNTED LIGHT -..-^-4-• ' WIRE SHELF 1 FIXTURE KITCHEN ' ` As. -' AX-5.111 ' i ' ...Y..M..I.MI� r 1_;...Ll. .�_ ..1__J r�lar�wwlrwr yLx I 1 , FOF br • � _ I k WALL MOUNTED LIGHT FIXTURE KITCHEN , r I .... ........... - • w c. - W/D 2 26B MR GYP -=,�__.; 0- - REF vPanr , - • r _, - - - REVISIONS C31 J °D 4 � �6� _� '..,',..14---,:7---.-f-1.-&-7.--1 w - - -. DASHED SIDE , Q• _ Q , z., -- MOISTURE GYP BOARD A� r •- 1, =I...�. 4 1•_ I 4' - • , - - "�• I I I �r BA ' � to I I i CLOSET BATH r - -- - rn a 26A RY 3 -5 1 3B ELECTRICAL PANEL SEE 141AX-8 11 Author Checker - - �; ENT -- � AX 1 w a in BATH 1 I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY - ,ih I , - -,. -i .-. 3C _ �,' ENTRY- _ :. -J- - ,- in , J EXHAUST PERMIT SET r �✓ STATUS I Qi I L V7 I EXHAUST-WALL VENT Y"`C -. 4IIDA `�' .,-- • LIT . -�r j DATE i i v i I DATE jr EQ jt, EQ je, CENTER 17052 OVER MOISTURE RESISTANT PROJECT NUMBER VANITY GYPSUM 5'-2314" 3'-•8112" 5'-5112" 9'-0114" n / , .' C q N(15 ■ UNIT 1 BED - TYPE B - RCP UNIT 1 BED - TYPE B ©20180TAK,INC. If this drawing is not 24"x 36",it has been 11110 SCALE: 1/4"= 11-0" A SCALE: 1/4"= 11-0" reduced/enlarged. Scale accordingly. 1 1/4" 30" FILLER► o\ - GENERAL NOTES - UNITS AL .tak 7 , ,. ,kA. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ��_, �� \ \ 10 , \ / ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS -sr--- f \� �' LEGEND SEE COVER SHEET. Otak A ' .-ctst Inc.OPEN / '` / \ i ` BEYOND--T- C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A nue, Suite 300 \.^I VIF \� Q� SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po =nd,OR 97204 I ti ► SHEETS. ma ! 503.287.6825 www.otak.com O - 1131/ t \ D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. m U t) U • -•.----- / H E. SEE 11AX-8.12 & 21AX-8.12 FOR NON-RATED WALL Y °. *4111 m o a 0 o iI o INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 09 FLOORS. 372+ - :RIAN R.a ENE,R4 --_ 1-� ,�' .\ -. F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND kr , DW OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE • �. `' "�' �` '� ,�� FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS P0RTLANI?,OR �' �.\ �/ �.w�.' (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON - WALLS WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 A.,___ '_ ► ABOVE FINISHED FLOOR. 3/29/2018 31 1/4" 30" f, 30" 1, 12" 4, L 24" L 24" r 30" 18" REMOVABLE R VERIFY W/MFR '' *VERIFY W/MFRF REMOVABLE G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 4A 4B *SEE 16/AX-8.13 FOR SINK CABINET DETAILS H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS _r-. INTERIOR ELEVATIONS KITCHEN 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS 'L FOR ONE HOUR RATED WALLS. • 0SCALE: 112"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DAG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC • 01 04 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 02 ® BLOCKING G OCATIONSS.AND TYPE A UNIT WASHER/ 04 DRYERCONSULTANT L_ 'r� ! K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. '. L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. BLOCKING KING � / MI N. WATER HEATERS TO BE STRAPPED TO -TY0$ WALL SEE 6/AX-8.13 N i r r r b • l r i r • `n t r ' 09 l H Fp J. `-I r n L iL 05 O \ ' 1 09 \ INTERIOR ELEVATION KEYNOTES L ___) . , .. .... .. .... ... „ ,-, iii • ,� �� 1. SHOWER CURTAIN ROD 28" 16" 60" Jr !-- i 35" 36" 44" ,• 2. TUB/SHOWER ENCLOSURE VRFY WI MFR VERIFY WI MFR REMOVABLE �' 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE SHOWER CONTROLS 1/AX-8.11 CO 3A *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B *SEE 20/AX-8.13 & 8/AX-8.13 FOR SINK DETAILS 4. LIGHT FIXTURE CENTERED OVER MIRRORElimil 5. TOILET PAPER DISPENSER© 18"-24"AFF UJ INTERIOR ELEVATIONS BATHROOMUJ . ,410SCALE: 1/2"= 1'-0° 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING M �, EQ EQ 4,, 10 -0 �� r q 23,-5" 8. REMOVABLE CABINET, CONTINUE FLOORING A/ Mk . c 12'- 8 3/4" 10'-8 1/4" •/ GUARDRAIL UNDER CABINET. SEE 2/AX-8.11 Ce 9. BASE AND WALL AND FLOOR FINISH CONTINUED illet CI • -8.0 i OVERBUILD SLOPE [I - - BEHIND BEHIND APPLIANCE a cc SLOPE - Ct F - ;' Ilk 10. RANGE EXHAUST HOODiliCt 1' ,l' Y > t 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" �/� N • ' '' r © 1 -1-+ MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL C/ • M. }, _ • -8.0 -8.1 i ° DECK I OTHER UNITS Q Z Cr) ' . AT SILL ! r ❑ DECK - `4 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" I N r' T MAXIMUM AFF. OFCI MI tiZr ' s • • �� a o ��I �Y 13. WASHER/DRYER ., , y_ _ 14. PAPER TOWEL DISPENSER CO .� 15. SOAP DISPENSER WI I C N LIVING ROOM BEDROOM o Q _ • _ 'i., 16. SEAT COVER DISPENSER h C� Z • -ti' LIVING ROOM - i17.TOILET PAPER DISPENSER ' • r - .. .�.--ter • - >-. - - - 71/2"�� , 2'-8" ,, 8'-01/4" o TITLE _ , _ .. _BEDROOM' r (). .. . : . , '. t , , w 3 UNIT LEGEND # DATE DESCRIPTION • w' ; AX-8.12 26A as �� : . Aft .� �r DINING `� - ' 16 CL3 SMOKE DETECTOR • m - , .DINING'. . . F. . .EQ -EQ-: r - - ---- �d _ '� •- •J W ti CEILING SURFACE MOUNTED LIGHT 1-RIR i g u_ cV I WIRE SHELF 4:11 \ FIXTURE BELOW c� o: 1 , _ ' • -� "' �6B61111 1 WALL-MOUNTED LIGHT FIXTURE r o o r I D o m . > 1 ----- DW i i , L:::::::-- \ N ...au MR GYP ON -• - • . -,'BAtft __J l J .__. REVISIONS C •i ---_ L16-7 - .._ DASHEDSDE MOISTURE GYP BOARD KITCHEN; � ' • CENTER N _...i-. . .46._i_ (� r--------, .' FBA ì ' Jr .. • - - ."ENTRY - . ; ' , --OVER _1_1 r _ I._ �• .'�`' i•; '�:' VANITY 1 KITCHEN nuc .12� b ; ENTRY ' , ; `�'_ g ., N 1 1 I 1 1 b 4 , 3A ----._.,` -- l ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker { t , Co I r __ ____ . - I COORDINATE WITH ELECTRICAL DRAWINGS CHECK BY r OF Ci _ r _ m AX B'ar] EXHAUST : SSET.• • • • R •7'' D- • - L �_T - - - r - - _i ' ' S i I I EXHAUST-WALL VENT 03.29.2x1 8} I_r- JI vI ' •I ► v • _� I I DATE EQ , EQ EQ EQ EQ L EQ o /y ,� ► R I q i `- 17052 MOISTURE RESISTANT PROJECT NUMBER I GYPSUM L J . 8'- 11 1/4" 5`-5112" 9'-0 1/4" q c AX..5 ■ 1 2 UNIT 1 BED - TYPE A - RCP UNIT 1 BED - TYPE A ©2018OTAK,INC. If this drawing is not 29"x 36"it has been • , SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. ot:ak fl1 n, GENERAL NOTES -' UNITS 04 02 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 02 ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS LEGEND SEE COVER SHEET. Otak A C •CtS, Inc. 12 05 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -roue, Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Pa =nd, OR 97204 0 SHEETS. m., 503.287.6825 1 i i MOwww.atak.cam BLOCKING-TYP ---\ Io D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE � ci AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SHOWER to, - - - - ` `"` -I r - _, r _ 7. r u r 1 r 1 E. SEE 11AX 8.12 & 21AX-8.12 FOR NON-RATED WALL d CONTROLS L J I I o L J INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR . 3721 rI I.@1 FLOORS. :RIA!R. LE1=SFR ,_ - _2 �'` ii -. a L J • F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND ,`, .. i- OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE ��RTLAND,OR ,�' FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS . , V ,.. N\ i� r� (TELEPHONE/TELEVISION O ,.--- j ,�� WALLS SHALLBE MOUNTEDUBETWEENC15"AND 48" ON s., ABOVE FINISHED FLOOR. OF 0 I •► 1 3/29/2018 1. t 35" 21" 41" 21" 30" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 12" le-- RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST �` VERIFY W/MFR " 60"VERIFY W/MFR CONTROL AT GROUND FLOOR UNITS. 4A 4B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION A- REGARDING OUTLET BOX PLACEMENT AND DETAILS •.. INTERIOR ELEVATIONS BATHROOM MAX-8.11 & 121AX-8,11 FOR PLUMBING PENETRATIONS _ ��- ��- FOR ONE HOUR RATED WALLS. • SCALE: 1/2"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG P R O P E R T I ES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 1 114" 30" J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER FILLER BLOCKING LOCATIONS AND TYPE A UNIT WASHER 1 DRYER REQUIREMENTS. CONSULTANT / / K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL."� _ �� 3‘ L.\ / L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES � J �/� S. `i', \� 10 � / �� \ / AT ALL FLOORS. _ 11 _ . _ , '� ,' `� / M. ALL FAUCETS TO HAVE LEVER HANDLES. , .' �' j OPEN - 71- rt` �T- BEYOND N. WATER HEATERS TO BE STRAPPED TO \`� �,�/ �� \�'0 �, / WALL SEE 6/AX-8.13 •._ 1 .. \ /� 11 ) d p / th I I kr El LI 03 I o O Q o 0 I ,/11 ' ' , -- o o ,/1 N\, .'`O 1 r' �'' '�� _ !� \; DW _ c INTERIOR ELEVATION KEYNOTES f• ,� 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 31 114" 30" 30" jr 12" , 24" 24" WI 30" 18" L. 3. BLOCKING IN WALL FOR FUTURE GRAB BARS VERIFY W/MFR VERIFY W/MFR ERIFY /ME REQUIRED AT GROUND FLOOR UNITS ONLY, SEE 3A 3B 1/AX-8.11 4- LIGHT FIXTURE CENTERED OVER MIRROR KITCHEN VIEW 1 5. TOILET PAPER DISPENSER© 18"-24"AFF Z • SCALE: 1/2"= 1'-0" . W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING lumn _ 20'-5 1/2" c' 33'- 10 1/2" q r y8 UNDER CABINET REMOVABLE B SEE'tiA 8 NUE FLOORING Ot 1 Alli -';' 12'-8 3/4" 10'-5 1/2" , 10'-8 1/4" + GUARDRAIL WHERE • -8.0 OVERBUILD SLOPE IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED ICE 0 BEHIND APPLIANCE a L1 3. r - - - - ,• . . . „ ,► 10. RANGE EXHAUST HOOD < Ili SLOPE 9 11BE34' _ , SINK RIM AND WORK SURFACE COUNTER TOCr) N J =' MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CI/ Z DECK -8.0, DECK ,- OTHER UNITS ' AT SILL a Q ❑ M LEVELS 2 semi I a ` ' - - 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 4fl" N F _ , -'• ,EQ • .:'-',,i : ' :-..'01,- .IS- MAXIMUM AFF. OFC! !� Lij . . . _. _ , . . . . , „ . . r 13. WASHER/DRYER ■ww■ (Y 14. PAPER TOWEL DISPENSER ,ate` • • I . r' � ui 24 m 15- SOAP DISPENSER �-'" • j `, , ' ,.. ; , . . ` f,. :^• „ , 16- SEAT COVER DISPENSER = N < Z = " LIVING ROOM _ ; r o1. ED 17. TOILET PAPER DISPENSER I - ' ' ' - - - � LIVING ROOM BEDROOM 1 BEDROOM 2 ti - TITLE _ . . . • • _. ' :' ;• . . - •"BEDROOM 1 . - • - BEDROOM 2 • , a� ' - - • : • - - 1 " '•. - r r W 6'-0 1/4" UNIT LEGEND # DATE DESCRIPTION " et , • : _' _ _, eo - .• • ,. • ` . . . _ •- ' � � � 26 � SMOKE DETECTOR „ CL3 m O ' - - \ CEILING SURFACE MOUNTED LIGHT "' _ t _ . CLOSET ' • = CLOSET 2sB `` N CL1 tu BR 26B n BELOW WIRE SHELF FIXTURE l I EQ' : Q r- • ; oi nwnwe.eee.e! 1 1 `� 6 "co I I WALL-MOUNTED LIGHT FIXTURE _, �` a _ i o o I 3 -- I 2 CLOSET �� . • EQ EQ --- DW I �\ I AX-8.12 -- --� -- --- ._ �-T - MRGYP ON - - l J 1 - BA 0WIRE SHELF • -�-- DAsro SIDE REVISIONS W KITCHEN ::- ENTRY'''': : ' - ; - ,-- 3B=T,��`1 r,_..... _ - -, _ , , l MOISTURE GYP BOARD . r i co P. -- z ENTRY "" I ' : + 0 1 AX-5.13p W�; KITCHEN .2 I 1 _ _- -- B r . _ : r I La 1 `� _ ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker • : . io I i i i I � i ! I .. -•' '• • :1 _ .� 1 E CL4 r ® BATH COORDINATE WITH ELECTRICAL DRAWINGS W CHECK BY I I ILII. ; :tT-1 co _ EXHAUST r�• u! 4 ET -- �� -,r I • REF - W D ° 1, _ r �-.� �-� a -• - - � PERMIT 5 o 131 4 I - ,. -- • �- 1 _ `d �' �= rCO 1 j EXHAUST-WALL VENT i •. U ��• "► . 03 29 2018 1 I CENTER I 31 DATE 1 OVER 17052 VA'I ITY I i MOISTURE RESISTANT PROJECT NUMBER GYPSUM EQ , EQ EQ EQ 3'-0" EQ EQ -` S �, 8'- 11 1/4" 5'-5 1/2" 8'-9 112" e10'-8 1/4" UNIT 2 BED - I - TYPE B - RCP UNIT 2 BED I - TYPE B ©20180TAK,INC. q q , AX.15 . 13 if this drawing is not 24"x 36",it has been •• SCALE: 1/4"= 1'-0" • SCALE: 1/4"= 1-0" reduced/enlarged.Scale accordingly. FILLER 30" GENERAL NOTES - UNITS - A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ., ..... _ , 4,. ROUGH OPENING UNLESS OTHERWISE NOTED. ....10000004 16„ .... 7- ....._/ \ . , , ..... _ , .... -N,,,,„ ---z ��' K, �� 10_ , , B. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOLS LEGEND SEE COVER SHEET. \ Q _;��' •_ _ Otak Ar ire ts, Inc. / �- ' r C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 , , ird Aven e, Suite 300 OPEN SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia OR 97204 - ----,'- BEYOND - '� 08 SHEETS. main 713.287.6825 09 ) D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE \ \ MI . AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. / \ 08 O ~ E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL J 111, fv,‘ °O ■ f 1 m i /_,/ co INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR FLOORS. 720�`- oBRIAN R.FLENER r I O o 09 I / °d F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND OR p /' U,� ,---.1 r`,. a ,�'� 0"N N p OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE • DW r--- -- --- _ FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS � �I-� � 7/ (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON WALLS SHALL BE MOUNTED BETWEEN 15 AND 48" OF 0 M ABOVE FINISHED FLOOR. �✓ _ 3129/2018 G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP "' i ; RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 1 24" ,k/ 24" 30" 18" I, 30" 30" 30" li' CONTROL AT GROUND FLOOR UNITS. ERIFY W/MF REMOVABLE VERIFY W/MFR REMOVABLE VERIFY W/MFR ��-- H. SEE DETAILS 9/A)(-8.11 & 10/AX 8.11 FOR INFORMATION - 4A *SEE 16/AX-8.13 FOR SINK CABINET DETAILS 4B REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS - }.-_ FOR ONE HOUR RATED WALLS. - -�� INTERIOR ELEVATIONS KITCHEN 1. SEE 51AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D B t� P R O P E R T I ES 410SCALE: 1/2"= V-0" FRAME DETAIL AND HINGE,IAMB DIMENSION, LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 01 01 1 04 DRYER REQUIREMENTS. CONSULTANT 0202 NK. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. -'ii 12 L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. SHOWER CONTROLS M. ALL FAUCETS TO HAVE LEVER HANDLES. AND BLOCKING ON SIDE WALL 0 N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 ED � 08 ) BLOCKING-TYP -\ \ 09 05 L_ i _, L J o `� I I r 1 W L J ' O ' r l { o g Ca-) INTERIOR ELEVATION KEYNOTES . L J . „, .c .N. .,,,, ---- / . • 1. SHOWER CURTAIN ROD L 18" 34" L R, 60" 4 36" 15" 2. TUB/SHOWER ENCLOSURE VERIFY W/MFR r VERIFY W/MFR REMOVABLE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B *SEE 20/AX-8.13 & 8/AX-8.13 O.H. FOR SINK DETAILS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO INTERIOR ELEVATIONS BATHROOM 4. LIGHT FIXTURE CENTERED OVER MIRROR MOSCALE: 1/2"= 1'-0" 5. TOILET PAPER DISPENSER @ 18"-24"AFF Lil 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING IIE 33'- 10 1/2" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING EQ EQ •�� 20'-5 1/2" 12' 8 314" 10'-5 112" .P'ak • ir 10'-8 1/4" �' GUARDRAIL 8. REMOVABLE CABINET, CONTINUE FLOORING �/ UNDER CABINET. SEE 2/AX-8.11 iris -8.0 OVERBUILD SLOPE 9. BASE AND WALL BEHIND APPLIANCE AND FLOOR FINISH CONTINUED ❑ Om• I SLOPE CC +► I • � ___-_____.__ _._• -_� ____ - A. ` " • I'! - /, ,IF 10. RANGE EXHAUST HOOD < LL1 - ' I I \ I 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" --- . • DECK 1 ",-, • f: DECK MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N �' - I •I -8.1 1 , OTHER UNITS Z u, i AT SILL i I i T, CI ❑ CV I 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" Imml _ N _ ; • MAXIMUM AFF. OFCI ti �� - r T._.... .t{ I - ---- 0) Z 13.WASHER/DRYER www (Y I.L.•EQiE� . . 'EQ; 14. PAPER TOWEL DISPENSER .. ,' LIVING ROOM",..', -'i • • _ • ,.► - . - , : S� •: _ . • _ , •; ' ._ - - LIVING ROOM W ti ❑ ' : - .w ' - : 68 24 15. SOAP DISPENSER �..� w 16. SEAT COVER DISPENSER X ° Q .r.-. ; • ;. . . _. T BEDROOM 1 BEDROOM 2 o, - 17. TOILET PAPER DISPENSER N b �'• o BEDROOM 7 - -a -6 TITLE co�- - - �_ `0 _ , : - P��ROOM-2 i # DATE DESCRIPTION : • :�" ,, ,_ UNIT LEGEND '�- - • • t r w DINING `, i ;- ----- , fi' 0 314" t f , . ® CL3 _ . I i �.'. N O SMOKE DETECTOR I Ir 1 I DINING - 0 6 0 N -__ -- ilk _ =-� '► F GrLt. ; I _ •► \ CEILING SURFACE MOUNTED LIGHT p ►.: p 26B BELOW O WIRE SHELF , E. ! FIXTURE E: in • - - _ _ -- - - - - 461 -- ...,,...._.. _.... WIRES ,� , a . , i i • f .BR SHELF • , Tr] , 3 WALL-MOUNTED LIGHT FIXTURE , ,BA •_„ -- "F"4„, ;:, W I i I iall MR GYP ON ,, _ ___ .»• �r �A� - - ; DAs D SIDE MOISTURE GYP BOARD REVISIONS • • *' • 5. I I • • • • • - ......... ...... KITCHEN ��._.__ i i Ii I I 1 � �- - - .- , , , . ; . ,ENTRY . ,. �- _BATH . - TC Ax-5:14 ;, ENTRY m + ; I BATH . lii • , . • , _ • •- co �, � � i Author Checker - • . i i I � • • 3B - �' ELECTRICAL PANEL SEE 141AX-8 11 ` f +� I I I B - CLI� -- ; . --,-I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECKBY KITCHEN • I • • w _ _ �` W D -- EXHAUST PERMIT SET .fes - i-0..._ri. •��i�J-i . •,_ __ Q # \ kr STATUS O �• t t i ��_.__._ 141 1 I i I EXHAUST-WALL VENT o.�}�'1 UV . 03.28,2018 v if � � I DATE CENTER f o OVER• TY c MOISTURE RESISTANT 17052 if) I GYPSUM PROJECT NUMBER 4ir 8 - 11114 .' 5 5112 8'-9112" .* 10 81/4 ]* 14 )(-5 . 6 UNIT 2 BED - TYPE A - RCP UNIT 2 BED - TYPE A ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been • -5. reduced/enlarged. Scale accordingly. SCALE: 1/4"= 1'-0" � � SCALE: 1/4"= 1'-0" GENERAL NOTES - UNITS 01 ( 01 )-- 04 10 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 02 02 ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ...101111110111.1......714 kik 1---- II O' ----L---\1.\ LEGEND SEE COVER SHEET. Otak it: ts, Inc. „, ,' �� / C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third Ave ue, Suite 300 �----T -�----T % r SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Porti d, OR 97204 05 �-- I I / / \\\I Ii \\\f II/� L''' 11 SHEETS. main •03.287.6825 .01;81C.COm I I D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE - AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. in I I ago O i - Fm I! n I_ sr E. SEE 1/AX-8.12 & 2lAX-8.12 FOR NON-RATED WALL i`�' SHOWER I r _ / o f �` o {� I ] • o INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR • ,72 • FLOORS. , CONTROLS Iir BRIAN R.FL E1�Bi L J I _ L /D NO u17 F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND DW I- OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE %70,R A I?,OR ` - m FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS �`.� // .\'N ,' WALLS SHALL BE MOUNTED UBETWEENTLETS CS'AND 48S ONOF 0 L { I I ABOVE FINISHED FLOOR. .• , 30" 24" .: ......3 .. � • . 3/29/2018 1, 21" L 21' , r- 0" 30" 24" 21" I G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 1. je_ .k_ RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 60" 35" 1 41" 30" 12" VERIFY W/MFR VERIFY W/MFR VERIFY W/MF CONTROL ATGROUND FLOOR UNITS. VERIFY W/MFR '� VERIFY W/MFR '' H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION A- REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS fni) f 1 3A 3B 4A FOR ONE HOUR RATED WALLS. L I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN FRAME DETAIL AND HINGE JAMB DIMENSION. LLC • SCALE: 1/2"= 1-0" • SCALE: 1/2"= 1'-0" J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER 1 DRYER REQUIREMENTS. CONSULTANT K. SEE 31AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 c INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE • 1/AX-8.11 Cn Cw 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ 5. TOILET PAPER DISPENSER© 18%24"AFF 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING .4, 32'- 10 314" 8. REMOVABLE CABINET, CONTINUE FLOORING �/ 6'-0" 10'-0" Ce .0-10 '� 22'-2 112" ,, 10'-8 1/4" UNDER CABINET, SEE 2/AX-8.11 1. '� GUARDRAIL WHERE 5�-O" .1'-$" Alk I IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED11114C 0 � I • -8.0 >� OVERBUILD SLOPE BEHIND APPLIANCE CL LL J , _� J.....______________________.._..__. _... - -_ r� I 10, RANGE EXHAUST HOODri, ,.., , , u 4. J1' �� •T i1 I < rE W, . �"""� SLOPE --- • I _ 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34 I N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V♦ N _ . _ , ' :- • ' ' •_ ' - -• . . • • . , ; DECK -$.0 La DECK I OTHER UNITS Z a.AT SILL _ o CV • -o :4- 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40 = _• # L Y - _ LEVEL 2-4 / MAXIMUM AFF. OFCI i DINING LIVING ROOM 13. WASHER/DRYER m.. - ' • - , . - - . ' , , BEDROOM 2 - _' ' _ : 14. PAPER TOWEL DISPENSER :. ' _ , - d m 15. SOAP DISPENSER W I` ❑ DINING ; '• LIVING ROOM �.. �a= . - - w T - o Q I- - ' 3' 3 1/2" 16. SEAT COVER DISPENSER i� 0 Z BEDROOM 2 17. TOILET PAPER DISPENSER 1:::r ` -•� - _ ��' AX-5.15 6 M - � r TITLE KITCHEN A� �_ r � �. � .- - -, - - c UNIT LEGEND # DATE DESCRIPTION I ; € I I W �, - r y I I I I i I ! I c . _ I OF N h _ . J _ :, J O SMOKE DETECTOR -9--c)---1- ao to 9- REF �sr y. Q . • _ o----T-pw--LoE i _-• _ \ CEILING SURFACE MOUNTED LIGHT , p. ,� 0 l `► ! m -T U FIXTURE 26B BR A �„ ?'�C + • Z I , WALL-MOUNTED LIGHT FIXTURE -��- MOISTURE RESISTANT / J a CLOSET ro a . . ..• ' - - . w GYPSUM Q _ • BEDROOM 1 •w - ' -= CLOSET', �� -. ENTRY MR GYP ON WIRE SHELF DASHED SIDE MOISTURE GYP BOARD REVISIONS li- - - r BEDROOM 1 I • EQ 'E "' 24 � � _ BATH•' uu.i ,- W x14/AX-8.11Author Checker • I m € • N ELECTRICAL PANEL SEE - r ENTRY. _ `I c=n \ilo i I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY a = =� - BATH 3B I p ' i'D EXHAUST PERMIT SET • .- - ., - G � 13 � 1 EXHAUST WALL VENT • • • r • : _ I03.29.2018 . . . ' ., . _ . . . " to I � STATUS . . . A. '� ► # I Iii �' 1 - DATE CENTER i 17052 OVER MOISTURE RESISTANT VANITY 1 GYPSUM PROJECT NUMBER • I EQ R EQ • EQ / EQ .° 10'- 10" �2'-6114"•, 5'-43/4"..._.0 • 3'-51/2" 10'-81/4" 1 5 Ax.5 i UNIT 2 BED - II - TYPE B - RCP UNIT 2 BED - II - TYPE B .2018 OTAK,INC. If this drawing is not 24"x 36",it has been • SCALE: 1/4"= 1'-0" • SCALE: 1/4"= 1-0" reduced/enlarged. Scale accordingly. GENERAL NOTES - UNITS otak • A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. ,diggi . ,41100.1 ilik B. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOLS I 01 LEGEND SEE COVER SHEET. Otak Ar 1 -Cts, Inc. 01 04 OZ ® 10 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW hird Av; ue, Suite 300 02 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Patti, d, OR 97204 �q - ,,� /�' N `�`�5 /�'��\\ SHEETS. main . > Q - 03.287.6825 OS .` i � 4 ---Ji---- �i ♦, - -�\ .otak.com Aft- 09 ' \1 ' ` ' `; `-"--' D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE _\` ,' _ 08 > AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 05 i / .l\ o, ,`\�v0,�. \`�� ,'� '1 09 E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL ~�iii ' e 08 INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 720 FLOORS. BLOCKING-NP --� 05 i 09 ) o . :PIAN R, L E H F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND o I O OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE %TAM, F • ~ SHOWER r - - - - -L--1 r I- L I °0 I f _ n I� f c°;- cd 0 FINISH FLOOR, ELECTRICAL, TELECOMMUNICATIONS CONTROLS r �- r`�- o U�3 U C� o 571 0 �O WALLS SHALL E MOUNTED UBETWEEN 15"AND 48TLETS 5 ONOF 0 rL J , f'' '\p ABOVE FINISHED FLOOR. O �,�'� \•.\ U`�\\ 0 3/29/2018 c,/ r.: G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 1 ,' o DW - RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. iii ,\ '/ H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION ____ --) i �, �� N__ _ ..,..„., ,�I _ ,, , \ REGARDING OUTLET BOX PLACEMENT AND DETAILS _,, 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS -r�t-•• ' ii-- 60" i' 35" 30"MIN 12" L 1'- 11 112" 1'-4" / 30" it 30" f, 30" ], 30"MIN 24" 1, 15" Jr. FOR ONE HOUR RATED WALLS. - `' �- / Jr- VERIFY W/MFR REMOVABLE *r VERIFY W/MFR --rr REMOVABLE cER FY WI MFS' VERIFY WI MFR REMOVABLE ' '' 18" MIN c I I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS *SEE 20/AX-8.13 & 8/AX-8.13 O.H. FOR SINK DETAILS *SEE 16/AX-8.13 FOR SINK CABINET DETAILS J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 3A 3B 4A DRYER REQUIREMENTS. CONSULTANT K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. dip INTERIOR E L E VAT I O N S BATHROOM INTERIOR ELEVATION KITCHEN L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. SCALE: 1/2"= 1-0" •,;• SCALE: 1/2"= 1'-0" . M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 c INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ 5. TOILET PAPER DISPENSER @ 18"-24"AFF W f. 6. 18"TOWEL BAR©48"AFF, PROVIDE BLOCKING 5'.,0„ 1'-8" ,, 6'-0" ,, . 9'-9" ` #, 32'- 10 3/4" ,, • 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING ink 22'-2 1/2" 10'-8 114" ,r_ GUARDRAIL 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ 1 I Ce • -8.0 OVERBUILD SLOPE ••� I UNDER CABINET, SEE 2IAX-8.11 SLOPE I , P1- _ .... �u r i r rl .i I_J .[. ;,, 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 r, 1 . I ' i BEHIND APPLIANCE w I „ - -, , , , ,� y _ DECK -8.1 ' f a DECK ' 10. RANGE EXHAUST HOOD a W Q = �' i _# I Y AT SILL � O� to 11- SINK RIM AND WORK SURFACE COUNTER TO BE 34" I - MAX AFF.AT ALL TYPE A UNITS, AND 36"AFF.AT ALL CO Z I i E OTHER UNITS „ DINING LIVING I• �r _ �� _ Q M ,. �, �- _- ._.. 12. MIRROR WITH , , _ . ,,_ ______ , _ r ,- REFLECTIVE SURFACE MOUNTED 40" J = N .. ., ; ^ ' MAXIMUM AFF. OFCI f` -268 � O M DINING . LIVING _ ' , . . _ BEDROOM 2 BEDROOM 2 13, WASHER/DRYER O (� ' ,, 3'-3 1/2" 14. PAPER TOWEL DISPENSER U O O I . C] ' ' . _ ` • -. 1 ' - v- = 15. SOAP DISPENSER W 1 (Y_ I.-- AX-5.16 = O Q > _ - ;, rn 16• SEAT COVER DISPENSER I` KITCHENF." h r"_. 4A --- • 17. TOILET PAPER DISPENSER - -EQ• cL r---_.f.-:,_- j"-�Y--_ ._._..._ I c i W �-_ _ _ -, d • I r I I It TITLE • f, : ' ' :KITCHEN '`� ; ' w I I I I j U ' „ C . : ; I _ FOE "' `. 6 -4 a; # DATE DESCRIPTION bL! --� D UNIT LEGEND - :t, .• :. . _' ..• • -' � ��--�-,-=--��, - .' � - , ' _. . ._, . ,. ;� - - .. •' I - REF -------- CL4 _ FT1 w 1 I I -- -r I. _ , _L `i I DW oo0O I �'- --- ` SMOKE DETECTOR 113 _ _ ._ , , 111 ,• 46AI 07 _. F - - ---Ac EL!' BR i i CEILING SURFACE MOUNTED LIGHT EQ: �a, FIXTURE a . BEDROOM 1 -; - - • , .' '' -.• --- -.' :- .*- ',. : ' -"-•• . •-• •-, ' :- -CI' ' ', -•': • - : • ,: w - MOISTURE RESISTANT Z. ® - - __- ^ WIRE SHELF �' ''�- GYPSUM I "__ -r,,. '� w ' • i .EI--• _ _ __.. yam( • ;. • - - • • - EQ` R J • _ , , _ :, „ ____.___._._....._. ! I �� i 1 WALL-MOUNTED LIGHT FIXTURE _ ti 1 f :\ 1 i w r .- ,_. _ BATH, W . , � . .. I _ f1:7:; _ j MR GYP ON N - 1� co r AX-5.1: 3A , DASHED SIDE REVISIONS J ENTRY ;'_ V J --------...N. ...:04ENTRY 1 ' ' �I! MOISTURE GYP BOARD t ; . I BEDROOM 1 wBATH---3B-P / 1 a _ o 1`- mingJ I J Author Checker ul I ; • " w ;r U Jf` _ -r � _i - 1 ELECTRICAL PANEL SEE 14/AX-8.11 ' J - _ ___ 011) ! ; COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY ^ i _ 0 , . ., . >' C _ I - EXHAUST �- I PERMIT SET d ~ STATUS CR o I I I EXHAUST-WALL VENT OVER03.29.2018 VANITY ! MOISTURE RESISTANT 1 DATE EQ EQ �, EQ EQ ____-_ • GYPSUM 17052 10'- 10" 6 1/4" , 5'-4 3/4" 3'-5 1/2" 10'-8 1/4" PROJECT NUMBER q UNIT 2 BED - II - TYPE A - RCP (TUNIT2() UNIT BED - II - TYPE A AX-5 . 1 6 A ; SCALE: 1/4"= 1-0" SCALE: 1/4"= 1-0" ©2018 OTAK,INC, If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. 02 02 0 °' 04 GENERAL NOTES - UNITS � otak 'I• • A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 12 � ROUGH OPENING UNLESS OTHERWISE NOTED. .............--A. ilk B. FOR ARCHITECTURAL ABBREVIATIONS & SYMBOLS LEGEND SEE COVER SWEET. / Otaknects, Inc. 0BLOCKING-TYP C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 Senue, Suite 300 05 I i SHEET VERTICAL AND HORIZONTAL ASSEMBLIES land, OR 97204 I I SHEETS. m in 503.287.6825 ^ r O 08 i i 15 314" 15 314" MI 6 www.otak.com r • ~ 09 r - - - - - i '_ _ I ( ,' I D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE L _J SHOWER J 1 i I r I ` AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. r ? CONTROLS • I� -I 1E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL • +. a r\ INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR r a4-1- 372 FLOORS. BRIAN R.FLEER4 l 1 v F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND r OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE s PQRTLAN[�, FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS L J , , I I •► , (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON 19 112" 21 112" WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 jr, ABOVE FINISHED FLOOR. 60" 35" 41" 30" 12" 3/29/2018 VERIFY W/MFR " VERIFY W/MFR G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 4A 4B CONTROL AT GROUND FLOOR UNITS. H. SEE DETAILS OUTLET .11 & 101AX-8.11 FOR INFORMATION - INTERIOR ELEVATIONS BATHROOM (OPT A PER 1004. 11 .3. 1 ) REGARDING OUTLET BOX PLACEMENT AND DETAILS �., 1 . 11/AX-8.11 & 121AX-8.11 FOR PLUMBING PENETRATIONS �` - 1_. • SCALE: 1/2"= 1'-0" FOR ONE HOUR RATED WALLS. `` U �- I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DEG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. , LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER I 10 DRYER REQUIREMENTS. CONSULTANT •• K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. // \. ``x ' \\ ,\%\ \ L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES 0 '� �` I I 0 0 -- - , ---L- �� AT ALL FLOORS. . • �. /��. /2 f'o M. ALL FAUCETS TO HAVE LEVER HANDLES. .`\Ei .', .Nv /// /, N. WATER HEATERS TO BE STRAPPED TO ji WALL SEE 6/AX-8.13 11 ) O 1 - U0 t_? Q i o o°n ,'1 `. '� U U - Imo` o , . . , . DW {TT -' c INTERIOR ELEVATION KEYNOTES , Is 1. SHOWER CURTAIN ROD 4 30" L 30" -k 30" 30" L 24" L 15" 2. TUB/SHOWER ENCLOSURE VERIFY WI MFR VERIFY W/MFR ''VERIFY W/MFF 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 1/AX-8.11 CO INTERIOR ELEVATION KITCHEN 4. LIGHT FIXTURE CENTERED OVER MIRROR • SCALE: 1/2"= 1'-0" 5. TOILET PAPER DISPENSER @ 18%24"AFF 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING Emma IJJ l'� ��- .L �' 4'-6" 1'-8" 6'- 7" � 20' Alk -5112" 43'-5" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 22'-3 1/4" 10'-5 1/2" 10'-8 1/4" it- 8. REMOVABLE CABINET, CONTINUE FLOORING ( � UNDER CABINET. SEE 2/AX-8.11 ■• 1 GUARDRAIL WHERE IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED < 0 I -8.0 r OVERBUILD SLOPE7 BEHIND APPLIANCE 0.. ix rp, I• i _ -_ _-.-..._ - -... .-M-._.�.-._..._. _.. ._ 1 �� I . 10. RANGE EXHAUST WOOD - < `Li SLOPE . •- , I• - y • -; . ., - - . . . . !,'-, - . - i- � � SURFACE COUNTER TO BE � 1.. r • 1 E 11 • 9 I . SINK RIM AND WORK 34" CO N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V DECK -8.0. w DECK 1 `° OTHER UNITS Z I.' L �: o .. n � N " : ' . AT2 LEVELS 12. MIRROR = N co MAXIMUM WITH AFF.REFLECTIVE OFC! SURFACE MOUNTED 40" id P f2 DINING LIVING ROOM 13. WASHER!DRYER .�.■. EQ 8 0 - CI 14. PAPER TOWEL DISPENSER DINING'. , =, LIVING ROOM :w.: : I :i _ 15. SOAP DISPENSER f I- LLIt - N BEDROOM 2 BEDROOM 3 = o Q ' I ti is 16. SEAT COVER DISPENSER h 0 W' '� ./ 3'-33/4" i - . Cfl D • ., . ,'. b °' 17. TOILET PAPER DISPENSER 1� I--' EQ �Q Ef.Y T' /. \ TITLE IY Y ' t KITCHEN \'- .1� , . BEDROOM 2-.• . • _ - _._ • r--r- =E= -4- -1-7- , fAX-5.17 ! r-- 6'-2" 5' 9 112" # DATE DESCRIPTION Ili0 iNp0/ ---. W L.,a EQ: � Q' BEDROOM 3 °i 1 1 i 1 ! - - 1 1 I € 1 1 1 .�A ! M • N b . . • .KITCHEN. - j- , ' ' ", • . :.4 '- a . . _ • , `. . L j�-= v -_ - r �r Yi © SMOKE DETECTOR r ' : _ % _few- I ;-0 18i._ REF , "' p • • [ .�,- ' -':1' - • . - i - , I EQI 'L EQ EQ EQ:., Loil] __�.___ y WIRE SHELF 4 to CEILING SURFACE MOUNTED LIGHT r1 _ 1 " • - :e•. . - -'Y co WIRE HELF N �'� 1 3 FIXTURE t . • : - - - • • •• , ' ,jam ` - - _ ' • ' '�. " '___ CLOSET • -a - ----� MOISTURE [61 t� yr r---- 1 WALL-MOUNTED LIGHT FIXTURE ENTRY i ,; RESISTANT !.,a )2vGYPSUM ENTRY "' r.u, .- • :- ' - • BEDROOM 1 ' - . . . - • - -�,*, •Eck- EQ ._ EQ - EQ • . w , - , - g F BR ¢c CL1 REVISIONS DASHED SIDE i� r MOISTURE GYP BOARD I � MR GYM ON �t I 4 J ! HED ..•• _ • 7 _ _ . . , _ _• _ BEDROOM 1 24 i a :� • BATH 1, ,BATH 2• ° w E Il ® ��AX-51 .�. ELECTRICAL PANEL SEE 141AX-8.11• Author Checker 1 _ : " - _ _ �, `;' �', ® I_ i' I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY `. _ - - ° BATH 114 r BATH 2 4B c7 , - .' _ .. OPT-A .� i OPT-A: .,_ a,E. PERMIT SET La '. , . . - - , I I r-- •. 1 m I-_ ® `o EXHAUST '. . _ . Cf _1 - I I I 1 0 STATUS Lu - E-• - 0 I I .. I I I EXHAUST-WALL VENT _ r - 1"i't . , i. Tf�'' I � , , 1I a I 1 03.29.201$ ..... 1 DATE CENTER CENTER OVER EQ EQ OVER EQ 4► EQ 17052 1 VA[�ITY ^ �' VANITY 1 MOISTURE RESISTANT ` PROJECT NUMBER EQJ. EQ EQ EQ L EQ I. EQ • E GYPSUM 10'- 10" 6114" 5'-51/2" 3'-11" 10'-5112" 10'-23/4" ef /\_)(-5 . UNIT 3 BED - TYPE B - RCP UNIT 3 BED - TYPE B ©2018OTAK,INC. if this drawing is not 24"x 36",it has been • SCALE: 1/4"= 1'-0" • SCALE: 114"= 1'-0" reduced/enlarged.Scale accordingly, ,cm ) GENERAL NOTES - UNITS 01 ( aa } � x{ 01 ) 01 p4 01 02 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF p2 [ p2 Ni 02 �• '} 1 ROUGH OPENING UNLESS OTHERWISE NOTED. 1 B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS 12 ) ® LEGEND SEE COVER SHEET. Otak A Ch efts, Inc. / 12 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third • enue, Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Pc land, OR 97204 11 I I / BLOCKING-TYP -� / / I SHEETS. m in 503.287.6825 BLOCKING-TYP / I I I www.otak.cam I I I I .-( 0 > o ---( 05 ) D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE Z‘i%_.„ i' ...."11___I I v ti AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 09 / 06 `J''� R - - - E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL a L 11 SHOWERL - - _ _ - _ _ �� o r - , r - 1 1 INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR3 Ir CONTROLS i 05 > _w_ r 1 I r l -- SHOWER FLOORS. I l o I BRIANR.FUER4 �.O �` /-'i �� II t O ,'1 I��\` _ J i �- CONTROLS F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND # L Li im 08 OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE �.. �` f FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS P0RTI-AN0,OR o �.� f "�' (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON `.\�� ' WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 . , ABOVE FINISHED FLOOR. 3/29/2018 ,� 3. jS 25 1/2" 16" L r 21 112" L 20 112" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 1, 60" 34" 12" 30" 41 1/2� 60" 12" 30" 42" 35" RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST VERIFY W/MFR J VERIFY W/MFR r REMOVABLE VERIFY W/MFR REMOVABLE f VERIFY W/MFR n / ,Ii. CONTROL AT GROUND FLOOR UNITS. 4A 4B 5A 56 H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS ----,_ -LI•- INTERIOR ELEVATIONS BATHROOM 1 (ACCESSIBLE PER 1003. 11 .2) INTERIOR ELEVATIONS BATHROOM 2 FOR ONE HOUR RATED WALLS. • „ „ „ I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES SCALE: 1/2 = 1-0 ; SCALE: 1/2 = 1-0 FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT • K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. 10 •, L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES /' `. /' �\ �. AT ALL FLOORS. O -' ''- ,• •`.} D -�- 0 �/ \� `�� - M. ALL FAUCETS TO HAVE LEVER HANDLES. `. /' / /' N. WATER HEATERS TO BE STRAPPED TO �. ,,- - ----i--,--- WALL SEE 6/AX-8.13 pp / iiiii O d - Imo'•-( 08 ) 6 ./ N. _ I .' r. o�• 09 ) ca xt, r-, ,..... ,� ( ) INTERIOR ELEVATION KEYNOTES � \. . 0.) 1. SHOWER CURTAIN ROD _I I - •„ 1 I ). ,` 2. TUB/SHOWER ENCLOSURE 4 VERIFY W/MFR REMOVABLE VERIFY W/MFR REMOVABLE 'VERIFY -11- MF ii, 15' 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO Ce 3A 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z INTERIOR ELEVATION KITCHEN W SCALE: 1/2"= 1'-0" ilio 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING12 43'-4 1/4" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING Immm 4'-6" !'-8" 6'» 1" 20'-5 1/2" 22'-2 1/2" ,, 10'-5 3/8" 10'-8 318" 8. REMOVABLE CABINET, CONTINUE FLOORING >. .f -4 UNDER CABINET. SEE 2/AX-8,11 Ct OVERBUILD SLOPE GUARDRAIL 9. BASE AND WALL AND FLOOR FINISH CONTINUED < 0 I I I ak -8.0 17 BEHIND APPLIANCE a _ / SLOPE -.- A . I, r - 7 n �"Ii ��"""""�" .� 10. RANGE EXHAUST HOOD U f '� < LLI } i �.._., I i 1 �' 1 _ RIMAND WORK SURFACE COUNTER TO BE 34" 1 11. SINK . _ DECK k '81 i DECK MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL Z ., s,. . •• �__ ; I OTHER UNITS I: r I . I , I N „ ' -.- _-_-._.__... 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" N ' MAXIMUM AFF. OFCI '� N- - in, r 1 13. WASHER 1 DRYER (� '� - - - _O , . - _ `• , _ . _ . . , _ ,5'-.OM. - • 5';-'o"' -• A'-o" • . s . S-©:ice" ,"• DINING LIVING ROOM �1 14. PAPER TOWEL DISPENSER �' "` rn • • r • - w o0 - w BEDROOM 2 BEDROOM 3 W ~ LL' Q -• - i . . 15, SOAP DISPENSER i I.�. DINING LIVING ROOM } - a 0 < - 1 ,. -_ r y w m •r,' `' w 16. SEAT COVER DISPENSER N- 0 Z • h ;4 v _ 17. TOILET PAPER DISPENSER H CV E24 •♦ _ • TITLE - 1 - - - . •' - • -• - - �_AX-5.1S tit i `. j • I a I W ',._. �n • • - i T # DATE DESCRIPTION _. . ., - - , '' . , , . • , • = • ' BEDROOM 2� - cj• • , , -, • , _ . 3A r_.. ll oF. UNIT L EG E N D b. ZO ---...).: , :� • -r-� - . , .. . re w REF �c, çD N SMOKE DETECTOR T T �W- ri] f 6 ____ ______ O .....;mroune 0 0 0 „ .. _ •_ ._ • _ . , _ _.• •. . . _ , . •. ' --- - + . ' - • ' ` i SURFACE MOUNTED LIGHT , f. FIXTURE t / I �.... ' � � � f CEILING / 26B BR i i 0 .z ; • I• 1 1 I r. ` I CLS f W . - t c MOISTURE _ 1 � v g i• L NTRY' E REVISIONS DASHDEl BATHI BATH '-• RY , . • •_ ' - : _ _ , BA 2 _ MOISTUREGYPBOAR©• , � r I BATH 1 �� - , •-, : _, ENT 2 N ,..._. , ,� TH , - , �, �r--- - - ri �: r I I I -- - ESS11i "$ATI• I ,. _ BEDROOM 1 ' � I w 24 _-. '' -...--- I , 1 X00011: r _ ,,.EQ EQ ,f 1 ® z � , I r 1 I .Y . ., s�._: -� `v' _ z U w i 'arA AX-6.1 ; 1` i AX-5.1 A ELECTRICAL TR 14/AX-8.11CK TF Checker . ., _ _ _ cn rx . i ® I , '` I ® u, I EC ICAL PANEL SEE iiii - '�� - T Y I i E ;.-_i_._m-. .`. a �._-._._.! ...._ . COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY ; • �� ` . _ z J W I L- ! I 5B i '-I- li ?]��1 _-413- EXHAUSTPERMIT SET �. _ 4110 2 - 1 I o i mSTATUS �, , 7. 0 I i r I I 17 I EXHAUST WALL VENT r �' r E I E i I. . , - t 03.29.2018 - !f DATE CENTER CENTER b EQ EQ OVER I OVER I ' 17052 -al or It VANITY VANITY MOISTURE RESISTANT PROJECT NUMBER EQ EQ '-51/2' 2'-9" 3'-6" 3'-61/2" 3'-6" 3'-61/2" 1- ' GYPSUM 10'- 10" 6 1/4" 5'-5 112" 3'-4 3/4" 10'-5 1/2" 10'-8 1/4" q A)(115 u 18 UNIT 3 BED - TYPEA UNIT 3 BED - TYPEA ©20180TAK,INC. if this drawing is not 24"x 36',it has been SCALE: 114"= 1'-O" SCALE: 1/4"= 1'-O" reduced/enlarged. Scale accordingly. WRB WRAP OVER SAM AND MTL otak FLASHING NFIBER CEMENT SIDING v :._.-1.....,---- SEE ELEVATIONS ' ' ;l SAM WRAP OVER SEE PLAN ■ '' .'1r FLASHING Otak /1 r 1 `Cts! Inc. �- ! i METAL FLASHING f'1 L 2- ! 1 WITH DRIP EDGE 8.: a hird A nue, Suite 300 Po :nd, OR 97204 UNIT i' .�:i : :± METAL BASE rna INTERIOR i I �;, , FLASHING r�503 2 alC.co 5 _ Y a• °' ✓! SEE SECTION .;'I ., . ;., - NOTE: NO PRE-MFR TRUSS SEE • ' '1 , e ! —'= BALCONY AT SIM STRUCTURAL - - ;!iN\ \, RIGID INSULATION ;j • i y1 EXTERIOR « BEHIND HEADER RAIN SCREEN FURRING- 3720DO NOT PLACE OVER BRIAN R.FLEEIRrel Ci I i i FIBER CEMENT SIDING, H WINDOW FLANGE ' flI ' L.-.. - I HEADER SEE SEE ELEVATIONS i • + ------. ; STRUCTURAL / r FIBER CEMENT I=OR"CLRND, I ,, RAINSCREEN FURRING SIDING T I A HEADER, SEE f I�, I •4__.�......_..... �i RIGID INSULATION / j = STRUCTURAL LAP SAM OVER METAL LAP SAM _..f.._E-.. ;� BEHIND HEADER ; - i i ; OF r_a __._..._ �� _. ;I FLASHING FLASHING OVER �.__�__.___._.._ 1 _ 13 ; �� NAILING FLANGE 3129/2018 {-t--,._. . 1111 _j il... ;.,P1'.... I ',! zLAP WEATHER BARRIER + - LOP WRB OVER! A A I OVER SAM AND MTL STAMP N ' I I ', . FLASHING - MAND MTL j ;- - ! _ .. INTERIOR ` L E v Z*' FLASHINGf _ �� - EXTERIORi,- END DAM ,SHEATHING SEE jj END DAM BEYOND, "�d� # INSECT SCREEN W/ SUBSTRATE , PLAN _ice- __ INTERLOCK W/JAMB �"'� ;I 1/2"AIR SPACE MIN ` L y SAM WRAP OVER AT BOT OF RAIN - ``'� �L -1-1-11-1-n--t _ 1 '�- +i FLASHING , I # EXTEND FLEXIBLE SILL '�� EXTEND TO 112 I °'� FLASHING HORIZ TO �, BELOW TOP HEAD FLASHING TO - - FLASHING - ' ~~' PACE MIN AT BOT/1/2"AIR FLASHING FILL GAPS WITHE _._-Y 1�E I : SCREEN, DO NOT Li INSECT SCREEN _ CAULK DBGPROPERTIES PROJECT BEYOND WRB WRAP OVER SAMEND DAM BEYOND, VERT JAMB FLASHING INSTALLED LATER I _ _ v RAIN SCREEN, DO NOT EXPANDING - i E , LLC APPLIED LATER AND MTL FLASHING I • \ I CAULK FOAM SEALANT T � - � .:1_ METAL HEAD FLASHING INTERLOCK WI C• 1-1 .... .. SET IN SE AL.,ANT WITH I ' - JAMB FLASHING JAMB FLASHING AT \ METAL MEAD FLASHING APPLY SILL FLASHING \ BOTH SID1=S OF } �� /" /J� END DAMS SET ONTO I / CONSULTANT HORIZ BELOW THE SILL. \ OPENING. EXTEND SET IN SEALANT WITH 9ti I METAL HEAD FLASHING FASTEN THE TOP EDGE BEYOND SILL FLASHING SEE SECTION END DAMS SET ONTO SEALANT BEDDING JOINT WRAP 518"GYP BDLI SET IN SEALANT WITH OF THE SILL FLASHING AND ABOVE WHERE SEALANT BEDDING JOINT HOLLOW METAL ! END DAMS SET ONTO UNIT END DAM DOOR AND FRAME SEALANT ALL I SEALANT BEDDING JOINT TO THE FRAME. BUT DO WATER DAM HEAD FLASHING WILL VINYL NAIL NOT FASTEN THE INTERSECT. LAP JAMB INTERIOR AROUND WINDOW LOWER EDGE SO THE FLASHING OVER TOP FLANGE WINDOW FLASHING PROFILE n VINYL"NAIL FIN" WEATHER RESISTANT / FLEXIBLE FLASHING AT OF SILL FLASHING FIRE SEALANT NOTE: PROVIDE NOTE: PROVIDE ` 1 , - -- WINDOW BARRIER APPLIED SILL, LAP OVER LEAVE BOTTOME EDGE ' , WEATHER WEATHER �/ FIRE SEALANT LATER MAY BE SLIPPED WEATHER RESISTIVE UNATTACHED. .. WRAP AS PER WRAP AS PER UP AND UNDERNEATH .;` • - BARRIER&WATER 17/A8.01 17/A8.01 THE FLASHING INA - DAM, PROVIDE WEATHERBOARD =' =," POSITIVE SLOPE TO FASHION. * ' ';-:;:• INTERIOR OtSIILDAM AT 11 WINDOW HEAD AT BALCONY - F.C. 7 DOOR HEAD AT FIBER CEMENT 3 WINDOW HEAD AT TRUSS \ • _8.0 SCALE: 3"= 1'-0" 1 -8.0 SCALE: 3"= 1'-0" 1 -8.0 SCALE: 3"= 1'-0" STEP 1 STEP 2 LAP WEATHER RESISTIVE TO SEAL THE WINDOW BARRIER OVER SIDE FLANGE JAMS STUDS, SEE INTERIOR AND MEMBRANE STRUCTURAL 1 x MDF SILL, PAINTED WATERPROOFING,TYP JAMB STUDS, SEE FRAME TO OPENING STRUCTURAL i APPLY CONTINUOUS PLAN SEE PLAN SEAL TO THE APPLY CONTINUOUS �, BACKSIDE OF THE SEAL ALONG TOP END DAM UNDER THRESHOLD 1X MDF TRIM --'----•-, MOUNTING FLANGE (HEAD) MOUNTING �• FLANGE. EMBED \. \ , NEAR THE OUTER BOTTOM OF HEAD • •• •• \ EDGE AND IN-LINE `y Ihib l EXTEND TO 1/2"BELOW FLASHING AGAINST SEALANT ALL CO WITH ANY PRE- TOP OF HEAD FLASHING SEALANT(FLASHING p BACKER ROD `PUNCHED HOLES OR &SEALANT p TO BE INSTALLED LATER GOES OVER II° WINDOW SLOTS ON THE SEALANT). EXTEND O • MOUNTING FLANGE. �� HEAD FLASHING \ 5,�0 11111,P SHIM AS BEYOND EACH JAMB WRAP SAM � Cl) INSTALLATION ' - 1 I FLASHING. FASTEN IN REQUIRED BY �• �' INTO ROUGH r�AA RESEAL ALL OUTSIDE '( ` PLACE. • OPENING MFR, FILL GAPS V JOINTS OF \ A °- �,�z WITH EXPANDING \ Z \: IAP WRB OVER - — FOAM SEALANT �_ __=v MECHANICALLY ` _* Lam- SAM . JOINED FRAMES. i z LLI SHIM &ADJUSTOVERLAP PAN WITH FIBER CEMENT SIDING 4%2 \\\ VINYL"NAIL Ott a. • WINDOW TO ACHIEVE MEMBRANE WATERPROOFING RAINSCREEN FURRING M FIN"WINDOW `v SQUARE. PLUM &LEVEL \ SYSTEM PER MFR AT DECKS METAL L-TRIM W/HEMMED BACKER ROD&SEALANT 3/8" WRAP SAM INTO OPENING <C CI O \� ..-,, CONDITION USE \ 0 EDGE, INTERLOCK W/END CL I� �, CORROSION RESISTANT 24 GA FULLY SOLDERED G-90 N z EXTERIOR FIBER CEMENT 5#PING `\ ' FASTENERS. FASTEN �� DAMS OF HEAD FLASHING METAL L-TRIM W/HEMMED RAIN SCREEN FURRING, f�1., I \ \ GALVANIZED DOOR PAN AND WEATHER LAP END EDGE, INTERLOCK W/ DO NOT PLACE OVER Q W WITHIN 10"AND NO i ‹ < # CLOSER THAT 3" IN S DAMS'Jr SILL PAN J FLASHING DAMS OF HEAP FLASHING WINDOW FLANGE CO Y --- r� EACH DIRECTION FROM y AND WEATHER LAP END LAP WEATHER RESISTIVE N Ct �` r� EVERY CORNER. NOTE: PROVIDE DAMS OF SILL PAN NOTE: PROVIDE BARRIER INTO RO,WRAP Z I-- SECURE WINDOW HOLLOW METAL Q = co W AROUND FRAME DOOR AND FRAME WEATHER FLASHING WEATHER FLEXIBLE FLASHING mmil = N 0 OPENING W/ \ - WRAP.OAS PER WRAP /R 8 01 PER OVER WINDOW AND SEAL TO FINLANGE N EQUIVALENT OF 6d W 0r/ STEP FMAX ASTENERS AT 16"0.C. 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SEE FINISH SCHEDULE PARAPET DECK FRAMING, SEE ~ • f / 4R SEE SECTION LJ I�ORTI;.RNI], 1/4"/12" LAP SAMF OVER SLOPE MAX PREFINISHED METAL OF 4 SADDLE FLASHING, PLACE - FLASHING 312912018 OVER FLEXIBLE FLASHING - - 4 1 :.- ►-- AT INSIDE CORNER STAMP !AP aF � WEATHER RESISTIVE '• s -, — T-. Y BARRIER -<: .�-- _ Q ' OVER METAL _� - SADDLE ,;,r. : °, -' - a "-- •• GUARDRAIL SPACER -- �tI �1 FLASHING i' I f ' "f `-� �� STEEL PLATE, SEE DBG PROPERTIES ,- 'r 4" I + STRUCTURAL LLC SAMF �� } :^ ?"�'+ 1 FIBER CEMENT PLANEL BUTT AND SEAL TO SIDE -:':'',.-:- ?;:;''':!: :1,-,..:;::_ I y•,'?-; - ;->: OF STEEL PLATE, �" -s; ' ! _. - - r I PAINTED CONSULTANT ; ; / i -. 2x4 NAILING BLOCK ":�� ' � -�-'' �-•�-1: '-R ;•� '- !--t _ � j I' X . L °%; L il--\\ " 1 / I I FLASHING I �;,; I SECTION �, 1 I ! I ; .- PREFINISHED METAL SEE 1 { I ! 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METAL Z FURRING WITH z 941. 13 CANOPY AT STAIR WEEPS 1 $° CO Z UJ 2x4 NAILING BLOCK J .8.0 SCALE: 3"= 1'-0" SIDING, SEE ELEVS CII N 0 WRB GUARDRAIL, SEE W CD Ct SAMF BEHIND WRB, �■ CL LAP OVER MTL ■ O 0 ,/ .! 1 FLASHING MIN 4" SLIP RESISTANT FINISH, Ung.I s ` RAINSCREEN " SEE FINISH SCHEDULE / s I f 2x4 NAILING BLOCK I 114112' co W ~ ❑ W ct < 1 111 ; FURRING MAX DECK FRAMING SLOPE TO 1 Ce SEE _ 1_ SEE -- t-- WRB LAP OVER SAM 1 ,y / INSECT SCREEN SLOPE DRAIN SEE STRUCTURAL = C"‹ PLAN I PLAN FLASHING AND METAL ,1 II N- 0 X I - FLASHING ' 1 !1 i LAP SAM OVER PREFINISHED SEE • 1 I ,. SEE rte= I 1 ;1i / MIL FLASHING EDGE SET - - . e SECTION 1+ 1 SECTION / I SAM FLASHING LAP OVER i1 II IN SEALANT _ _ .. `` METAL FLASHING METAL FLASHING ; -tea/� /// �/ /�r /// ' /i — i ~ GUARDRAIL SPACER 1 114"112" WATERPROOF TRAFFIC / >,,,...------ iTITLE ' 11> i::Ii: •1 1 HEADER PER MAX COATING SURFACE _/'�---_ _---.-=,1`�`:.___. - :::::� �- 1 NOTE: SEE 91AX-8.05 FOR __._... ._.....:: __. ....:......._.. ::::74 :7-17-=7:::-f ' 1 STRUCTURAL � \ ,1 SLOPE # DATE DESCRIPTION I r STEEL PLATE, SEE TYPICAL DETAILING ABOVE STRUCTURAL -7';',,- 1414111100 CANOPY =`Il�� VENT BLOCK WI 4 .y i - i`" INSECT SCREEN 1\\ \ \\ �1� �� 1 � t 1! . I -, FIBER CEMENT PANEL M ,'1 r I 1 METAL FLASHING 1 BUTT/SEAL TO SIDE OF %I ; -t 1 , WITH HEMMED EDGE I . 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SCALE: 1 112"= 1 0 # DATE DESCRIPTION WRAP HSS RAIL PER ,• < CORNER MF AT RAIN SCREEN STRUCTURAL I I -r, n FURRING �r,i= ,, � WRS FIBER CEMENT SIDING v INSECT SCREEN J AT BOTTOM OF HSS POST PER - �" WEATHER RESISTIVE _ � RAIN SCREEN STRUCTURAL r 12"LINEAR SOFFIT BARRIER , WRAP OVER r r ! r VENT AT HIGH METAL REGLET FLASHING i I I COUNTERFLASHING BASE PLATE PER ! SIDE OF AND LOW ROOF ACCESS HATCH WI STUCTURAL ROOFING r 1 SIDE OF SOFFIT PREFORMED CURB GYPSUM BOARD � � WITH TERMINATION 11 SEALANT BED PER 'c MEMBRANE WHERE APPLICABLE \• BAR WING WALL WOOD SHEATHING, NG ROOFING MFR HOT AIR WELD `- �/ SEALANT ALL I a�. SEE STRUCTURAL 1� MEMBRANEI � I I VENT BLOCK AND BEYOND MEMBRANE SEALANT V r INSECT SCREEN AROUND PER ♦ •: REVISIONS ♦♦♦♦ FLASHING MEMBRANE ---� _� ' FLASHING, SEALANT I I ROOFING MFR •O4 - & REINFORCEMENT to SPLASH BLOCK 2X BLOCKING • .• HOT AIR WELD PER ROOFING MFR I I BETWEEN EA TRUSS MEMBRANE �•� STRUCTURALS I SEALANT WEATHER RESISTIVE FLASHING & • �•� AT ELEVATOR OVERRUN/ \ 2" MIN CLR Author Checker BARRIER REINFORCEMENT ••• STAIR WALL EXTEND GYP \ lea, AIRSPACE 1 :A PER ROOFING MFR ♦•♦ • - DRAWN BY CHECK BY IE OF -_- - -. .__-_-__ .,.../V 1Y Z, /..//,.//„//,,/„//„//„1\-` FIBER CEMENT �� SHEATHING �, iThr I PERMIT SET D �� S. ..'T - .' ,;, ., SIDING ••�, , ��- I STATUS ,•• Z03.29.2018 BLOCKING •.!.;, '� z I I ROOF MEMBRANEL CONTINUOUS _ ROOF TRUSS - `\ , + BENEATH PLATE 'r"-- DATE S ` e 2X TOP PLATES FLASHING 17052 ---- 1 ROOF MEMBRANE PRO,lECT NUMBER illik UI. CONTINUOUS tv __.�_ BENEATH ? — 1 Ii; PREFORMED CURB A BLOCKING PER / --1\r - STRUCTURAL I I \ / \ N ' I, /, % —8 . 0 6 /// V REGLET PROFILE NOTE: TRUSSES ©201$OTAK,INC. PARALLEL TO WALL 13 MECHANICAL SCREEN 9 STANDING SEAM ROOF PARAPET 5 ROOF HATCH CURB 1 ROOF TO WALL AT SIM reducdrawing is not 24"x 36",it has ed/nlarged- Scale accordinglybaen -8.0; SCALE: 3"= 1-0" 4 -$,0; SCALE: 1 1/2"= 1'-0" ' -$,0; SCALE: 3"= 1-0" 4 _8,0; SCALE: 1 112"= 1'-0" ditt • , ,„ ota k a........e.„,.....4, 6, „_______„__......________________...._____...._ .___ <,/ BRIDGE �I r ® Otak Ar i 'tects, Inc. STRUCTURE 1 (1' BEYOND i. 8" , 9" j 1 I ++ �� BOSS ird venue, Suite 300 i_ , II ,� I { nit FRAMING PER // P. +-nd,OR 97204 SLIP JOINT PER r�1"r 8" I 1 . 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I \� I ...—..,...—...—.......—,2r STAINLESS STEEL ( ` *r 4- I � MESH SCREEN` - EXPANONJOINTii . -.. .. •... . . .. .. ...... .. .• SCOVER /, � I W,.Co 2 2 , . - . 1 - RD 1 OVERFLOW PIPE I .. ..<.__. toy 1 SEE PLUMBING u 1 - 'Y r ►l , Ce � „ '” 7.1'" f /., ,...+" BLOCKING PER Ir_71 _ ►. - : / STRUCTURAL - .. r- `. _ - _ u I ` POST SEE 0 I_ <_. . . - , . .. - . . fiSTRUCTURAL a LL' t < LIJIX Cf) A NOTE: NO DOOR AT SIM NOTE:ALL BRIDGE FILL WALL CAVITY WITH CO Z ' COMPONENTS ARE PART INSULATION OFA DEFERRED FRAMING PER J Z N CIi. .. _. . . . SUBMITTAL STRUCTURAL W (3) SPLAN Ce EE ri BLOCKING AS REQUIRED L FOR GYP BRD ■ O O FIBER CEMENT SIDING ii W SEE ELEVATION FOR WI• CI W 5 BRIDGE GUARDRAIL PLAN TYPE 1Q F-- . -8.0 , SCALE: 3"_ �'-0" 2 WING WALL PLAN cO _ 0 x ` -8.0 / SCALE: 3"= 1'-0" N- F- LLI f �1 TITLE --- ...,,,, N . 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NOTE CAULKING AND RELATED MATERIALS SPECIFIED IN UL SYSTEMS MUST BE APPROVED MATERIALS TO MEET otak THE REQUIRED FIRE RATING. ,-.,, 3/4" PLYWOOD UNIT UNDER TUB NOTE * UL SYSTEM NO F-C 1161 OR EQUIVALENT CAULKING AND RELATED MATERIALS SPECIFIED IN UL CORRIDOR �1 3X CAR DECKING CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR WR 518"TYPE'X' GYP BD SYSTEMS MUST BE APPROVED MATERIALS TO MEET L I _,...iiiiiere.„.4 ilk EXACT PENETRATION CONDITION AROUND TUB AT RATED THE REQUIRED FIRE RATING. SEE STRUCT FOR WALL WALLS ONLY, TYP &FLOOR FRAMING TUB/SHOWER * UL SYSTEM NO WL1001 AT METALLIC PIPE .f' Otak - '} LeosInc. ENCLOSURE — - OR CONDUIT CONDITIONS I OR WC ----__ 1-.,, ,�,. /f- 808 S Third venue, Suite 300 FILL VOID BETWEEN DRAIN --� * UL SYSTEM NO W12003 AT NON-METALLIC PIPE OR ' ' P• ' and, OR 97204 PIPE AND EDGE OF CONDUIT CONDITIONS i m "n 503.287.6825 PLYWOOD WITH SEE SECTION J www.otak.com THERMAFIBER INSULATION/ CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR EXACT PENETRATION CONDITION I I a: APPROVED FIRE SEALANT ` s I P-TRAP AT I PIPE RISER f„1" tttt, . 'is..? . DRAIN IN , 3721 "_.. j LOCATION - , " ;RIAN R.FLEENER4 '7 X`/ 1r"v' 1- ' ' ......_, Cs • ,/, 4 trPrPrIP • i iPt•VIIPItoWS S ` FIRE BLOCKING AT 0 %MAK OR �� . CEILING LEVEL THERMAFIBER SOUNDX CORRIDOR UNIT OF 0 ATTENUATION FIRE TYPICAL FLOOR - BLANKETINSULATION JOISTS, SEE STRUCT WALL SHEATHING TO 3/29/2018 UNDER P-TRAP BLOCKING EACH STAMP UNDERSIDE OF SIDE OF P-TRAP — CEILING MEMBRANE BETWEEN JOISTS SEE PLAN BLOCKING AS REQUIRED 16 PLUMB. TRAP AT TUB 12 1 -HR WALL PENETRATIONS 4 1 -HR CORRIDOR/UNIT -cv- SCALE: 1"= 1'-0" SCALE: 1 1/2"= 1'-0" NOTE1/2"= V-0" • -$'1 '8 1 CAULKING AND RELATED MATERIALS SPECIFIED IN UL -$,1 SCALE: 1 - L"!BC PROPERTIES SYSTEMS MUST BE APPROVED MATERIALS TO MEET RID LLC THE REQUIRED FIRE RATING. UL SYSTEM NO F-C-1069 OR EQUIVALENT CORRIDOR /� NOTE SEE STRUCT ��IV CAULKING AND RELATED MATERIALS SPECIFIED IN UL CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR FOR WALL& CONSULTANT SYSTEMS MUST BE APPROVED MATERIALS TO MEET EXACT PENETRATION CONDITION FLOOR FRAMING------------------------------- WR GYPSUM FINISH PIPE . _: , ; .. �- = ; SURFACE THE REQUIRED FIRE RATING. PENETRATION ""- - / / J ------ TUB/SHOWER UL SYSTEM NO WL1001 AT METALLIC PIPE SEE PLUMBING 3X CAR DECKING ENCLOSURE OR CONDUIT CONDITIONS 01°P". FIRE STOP s SEE PLAN * UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR SEALANT �� PER SECTIONTED R SEE 16/AX-8.11FOR : CONDUIT CONDITIONS INFORMATION AT THIS LOCATION _/\/___ CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR : EXACT PENETRATION CONDITION .„ BEAM PER '' n STRUCTURAL t,' I v PIPE RISER TYPE'X'GYP BD AT 7 I 518"TYPE'X'GYP BRD _ S /....--,,‘ RATED WALLS TO BE I N. •h I CONTINUOUS BEHIND - i. w TUB/SHOWER - - - - -)(N., - T ENCLOSURE i/ �� •._. PROVIDE 314" PLYWD /1, • <...„ , 111 11111 -1fIlt `,z., . . , UNDERLAYMENT �. UNDER TUB FOR 1-HR -'; ' `' .. , , i RATED, DOUBLE 1 <1 \......_ _.__ LAYER WOOD FLOOR/ '.:',-;25::-:::u" .�. -W ' FIRE STOP 1.... CEILING ASSEMBLY 1 I r---i SEE PLAN SEALANTCO SEE SECTIONS CORRIDOR J 15 RATED WALL & FLOOR AT TUB 11 2-HR WALL PENETRATIONS 8 RATED FLOOR PENETRATION 3 1 -HR RATED BEAM WRAP < CO • _8.1 SCALE: 1 1/2"= 1'-0" 1 -8.1 SCALE: 1 1/2"= 1'-0" • -8.1 SCALE: 1 1/2"= 1'-0" • -8.1 SCALE: 3"= 1'-0" w , -,,,, , , _ _____ .:. . ._ . 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I e I DATE 4 I �� 2x CEILING FRAMING WITH :'1 17052 CORRIDOR GYPSUM BOARD CEILING PROJECT NUMBER 38 2-HR STAIR I SHAFT ---. 1011". __ FLOOR JOISTS PERPINDICULAR TO WALL Molt 8 i 9 2-HR WALL OUTLET PENETRATIONS 5 2-HR STAIR/ CORRIDOR 1 2-HR - JOISTS PERP TO WALL ©2018 OTAK,INC. SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" If this drawing is not 24 x 36,it has been • -8.1 ` -8.1 -8.1g� K reduced/enlarged. Scale accordingly. ot : , ,,,,,,,e----Aik,,, Otak Arc. ' ects, Inc. 808 SW ird A enue, Suite 300 Po -nd, OR 97204 m- 503.287.6825 www.otak.com n , 1 it '' 372E IAN R.FLEENER VII • PORTLAAQ.OR OFO 3/29/2018 STAMP n ( – . - ,JZ� fir` DBG PROPERTIES LLC CONSULTANT 518"TYPE X GYPSUM BOARD EA SIDE OF COLUMN I )---r N• iii.,' N i COLUMN PER NON-RATED WALL STRUCTURAL PER PLANCO .. 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C:"\\ NAILING AT WALL UNIT UNIT SEE PLAN I • INTERSECTION PERMIT SET I STATUS TYPE 'X' GYP BD CONTINUOUS BEHIND g 03.29.2018 STUD AT INTERSECTING NON-RATED WALL — PARTITION PER PLAN I e DATE — 17052 PROJECT NUMBER Min 8 12 4 2-HR WALL INTERSECTION 1 RATED WALL TO NR WALL ©2018 OTAK,INC. -8.1 , SCALE: 1 112"= 1'-0" • -8.1 , SCALE: 1 112"= 1'-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. otak EE PLAN 2'-0" MAX .1. '► COUNTERTOP ��' �' o 0 3/4" MELAMINE SHELVING Otak Ar ' ects, Inc. e„..:,..> BACKSPLASH "�� MIRROR WITH FACTORY EDGE AT 808 S ird A =nue, Suite 300 FRONT EDGE FIXED PANEL - Po -nd, OR 97204 vim �► i ' ma 503.287.6825 1111 c www.otak.com LAVATORYI • COUNTERTOP ;- �_ COUNTERTOP 1NSUL WRAP I / r &BACKSPLASH &BACKSPLASH , 1 x 2 MDF CLEATS AT WALL PLUMBING _ ° W145 DEGREE ANGLE CUT AT /�.� i, !fd ~� ,,--- LOCATE REMOVABLE a FRONT EDGE, TYP ',?,T �'► / CABINET AT OPEN m 372, KNEE CLEARANCE / z b WALL BEHIND Ill I ~ o ��LZ ! / END OF COUNTER ro I ,�s, (ANSI 117.1) J/1, T- _� 1,, IY p70 COUNTERo fff// �. / ' RIA .F. E RREMOVABLE CABINETRY Z U WALL BEHINDiA¢ — REMOVABLE CABINETRY o „ ' / NN TO BE FINISHED �' ¢ z l 1Q ,7 TO BE FINISHED /Y' * PORTLAND,(}R FACE OF WALL �i ,� c� , , • 1 REMOVABLE til NOTE:ACCOMMODATE z CABINET ore &3 U2 co Nt 0 o FLOORING TO '• , ' KNEE CLEARANCE BEHIND 2FLOORING TOG a CONTINUE REMOVABLE CABINET @ CONTINUE UNDER M°� / UNDER 3!2912018 TYPE A UNIT AND TYPE B CABINET -ate - -•----• ____I — CABINET 6 STAMP UNITS USING FORWARD .1. •. ► I 4. 30”CLR MIN APPROACH @ LAVS, SEE , 30"MIN REMOVABLE CABINET NOTE: SEE 20/AX-8.13 FOR r UNIT PLANS FOR 8"MIN .� REMOVABLE CABINET LOCATIONS , 6" 11"MIN d SEE UNIT PLANS/ELEVS VARIES KNEE SPACE MAX ' �� , SEE UNIT SIELEVS REQUIREMENTS. ____ _,d---r11•1\. 1--"InD41--L„ DBG PROPERTIES 20 ACCESSIBLE KNEE CLEARANCE 16 REMOVABLE KITCHEN CABINET 8 REMOVABLE CABINET AT VANITY 4 UNIT SHELVING LLC A -8.1 SCALE: 1" = 1'-0" • -8.1 SCALE: 112"= 1'-0" ` -8.1 SCALE: 112"= 1'-0" ` _8.1 SCALE: 314"= 1'-0" CONSULTANT 39" jr- , COUNTERTOP ADJUSTABLE WIRE SHELVING SYSTEM \ _, INSTALL ELECTRICAL OUTLET OR SWITCH BOX HORIZONTALLY LJ _ CLOTHES ,• 2 HANGING ROD 1. ACCESSIBLE WATER CLOSET „ TYPE A LAUNDRY EQUIPMENT 2 AND HANGING 2x6 WOOD STUDS AT 16"O.C. z ROD BRACKET 39 - SHELF BRACKET THAT LOCKS -- -, z FINISH PER ¢ I. INTO WALL UPRIGHTS FOR 36" .� �'�i •, 42"MAX Q SCHEDULE o SUPPORT AT NUMEROUS HEIGHTS i Ti- 12" 54"MIN 1 i z 24"MAX ; iD W in l' MIN 12" T 42 •� ` . I I `•' �— FINISH PER SCHEDULE AT O MOUNTING RAIL ATTACHED 1 i , � REMOVABLE CABINET ~ r MAX MIN •r_ ao 2 ¢ fo TO WALL STUDS F .c TO CONTROLS '� L� ' . r '► M AJUSTABLE WALL UPRIGHTS MAKING �� fir-. Z�` l ,.,.... '-. KITCHEN CABINET, REFER TO SHELF ADJUSTABLE FROM A MINIMUM ► 3 1' 3J `- - -� "--- 3 �► I INTERIOR ELEVATIONS FOR 1 F 41------- F ADDITIONAL INFORMATION OF 42"TO 60"IN EACH CLOSET DISPENSER INSTALL PLACEMENT AREA - PEDESTAL AS v GYP BD, PAINT "�' 1 -' '�' _, ( i NECESSARY TOCO i _. _ 'i. FLUSH ¢ Q �... m Q ,. D)// ACHIEVE 15" - �� o, r., LEVER ON 4 WIDE SIDE " _ co z • MINIMUM TO in o OF WC u9 r 1 it ! I I r i B.O. 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BRIAN R.FLEENER 0 7ORTLANI7,OR OF 0 3129/2018 1x4 CEDAR BOARDS STAMP �` \ :. . 1• , ,,_,F-nit iThi---C1,5-1_, DBG PROPERTIES LLC I' i511'1 CONSULTANT /' t SEE PLAN 1x4 CEDAR " BEDROOM ^ CLOSET BASEBOARD DOUBLE 2 x UNLESS NOTED OTHERWISE ON • STRUCTURAL DRAWINGS EXTEND GYP BD4W( 3 STAIR ENTRY E L E VAT I O N DOWN TO BIFOLD DOOR TRACK CONCEAL FRAME, PROVIDE J-TRIM g„ • -8,1 SCALE: 1/2"= 1'-0" AT GYPSUM y ' ' BOARD EDGE A. GYP BD @ JAMB BEYOND GYP BD @ JAMB BEYOND R1 — BIFOLD DOOR I /"---X 1p 7 !! !!OFOLDNT DOOR HEAD A -8.1 . ALE: 3 " ‘11‘ t‘t ''— rim Z LLI 4r -.. 2 ,:. + W- + IIPP' - .: DOUBLE 2X UNLESS f: . 11..m ; SEE PLAN OTHERWISE NOTED ON ` STRUCTURAL - I Cle DRAWINGS : < a BEDROOM CLOSET a W % 40° ; < WCf)BYPASS DOOR TRACK 118"- _.... . , / Pr '� ' n s cy, = N w 1 x 3 PAINTED TRIM BYPASS DOORSN. 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DRAWN BY CHECK BY 1 x 3 DOOR _.__._.__-.-__ �_.- ---\\ STAIR CORRIDOR ,n CASING, PAINT PERMIT SET I STATUS lx CEDAR BOARD 1x3 DOOR ` TRIM ; , 03.29.2018 CASING, PAtNT i I DOOR CASING DOOR CASING, PAINT L l--->��/��%/ ��/��/�'•;•:,,.•„-,-,..-, ::,:;s:::- ,-4-,:;,:- - = DATE INTERIOR DOOR, INTERIOR DOOR, I / 17052 SEE DOOR SEE DOOR 4" jr PROJECT NUMBER SCHEDULEN ; I SCHEDULE 1x4 CEDAR BOARDS NOMINAL GYPSUM CEILING V 1 4 A)(-8 . 14 9 STAIR DOOR HEAD (JAMB SIM) 5 TYP INT DOOR HEAD (JAMB SIM) 1 CORRIDOR CEILING ©20180TAK,INC. SCALE: 3"= 1'-0" • -8.1 . SCALE: 3"= 1'-0" 4 -8,1 . SCALE: 3"= 1'-0" if this drawing is not 24"x 36';it has been -8.1 ' reduced/enlarged. Scale accordingly. AIR SEALING NOTES NOTES 1. ALL EXTERIOR WALLS AND UNIT DEMISING WALLS TO } HAVE SILL PLATE SET IN CONTINUOUS SILL SEALANT. O Lak Ar - efts, Inc. 808 S ird A nue, Suite 30. 2. AIR SEAL GYPSUM BOARD TO TOP PLATE AT LEVEL 4 Port-_nd, OR 97204 DEMISING WALLS mai=503.287.6825 •�1 M •• .. fa Avw,otak.com •• • • • • •r • 3. SEAL ALL ELECTRICAL BOXES SEE 10/AX-8.11 • 11 a �.-...- _.__,•,-,_! • 1 - f i ___ _ _ 1......rww.w. 1• J i. '.�° ; • �,• .Erw.wM. "".' � `1 ill '\,,,I e - lr , w�� 1L• .J r,si. .* �..��w i`�. 5. SEAL ALL MEP PENETRATIONS IN CEILINGS SEE 8/AX 8.11 4. ,� • 6. ALL EXTERIOR WINDOW AND DOOR OPENING TO HAVE ad ii CONTINUOUS SEALANT SEE OPENING DETAILS ON ;MjN R.RIMER4... .g SHEETS AX-8.01 AND AX-8.02 . 0MIS • 7. THERMAL INSULATION TO BE INSTALLED PER RESNET VIAND,ANO,QR r '. - - -_ ' . �r� • I .� ; GRADE ONE PROTOCOL -Firm _ ter_... E�:_:_-.. 4 - ; In • • ` 1 1IN 1 1 - ( i 8. ENVELOPE TO MEET REQUIRMENTS OF THE ENERGY OF 0 _-a_._ _ __� i - la i STAR THERMAL BYPASS CHECKLIST 1 ri1E-1 _ A 1 3!2912018 , . ..., .., • ......_ , _ . r` '' r -= # i� 9. BUILDING ENCLOSURE TO BE TESTED FOR AIR STAMP .� TIGHTNESS PER ANSI/RESNET/ICC 380-2016 STANDARD fc--1, Ll p, L' • ,,,,,,:„. 1------ipir 111111 LW, i G) a 7 r ri 1 0 ,L.r)a. i r-r= _ ir. 1 k.Ly A e. • ___-! tO 0 r. a {w _ - - -- IrpE.,p..,EEEn r - - - _ s[. r c , . G s - . - . ---- 4 `v • ,..„,„iv_ LOCATION OF CONTINUOUS AIR SEALANT/BARRIER _ 1-1---11----LiV-Ltr_ - - - - - -rte. rr:qF- �..-T-�� •yr�..r�'�..� .T-�- . w • ' ' op - 0 021/4d — 02'0) iii ri . -/.-- , 0- ,.„..,1 tc? 0 r . le rr--°1 '0'g° 0 L._ i , 10 0 0 1 " A 1 ----[ ,„-lia,,,,, a: +a 1 - -_._] i - -------' �_ __- .� C.] ROUTE DUCT SU TO �a jLED - t ----- . - �•, WALSEEIOR ----- ,� CONSULTANT MECHANICAL 24 I :•, .,..,_r -: i tis L._ 91..../ E-- RJ f FLOOR JOIST {{�\//�� ii • • • SOUND BATTt�� CONT NUIEUP AND ` A__ OW- t '. OVER MECH FAN - -� `� ItIILI�� '`.`,• , .l'ir „ y\ I 'Il�a.m.a. T., Erb_::. __- - s• • f.••••• ••.. =_.•...•.•.••..��IZa N •• TLA©ON FAN 1 ipi i i • i 1 ` WITH RA 1AT10 1_,..t...,11.4,_, 11 '��DAMPER5EEc - •.,. • MECHANICAL •IA ' / .)1 I CEILING FINISH / AIR/FIRE SEALANT 10 AX-8.15 15 APARTMENT AIR SEALING DIAGRAM 3 MECHANICAL FAN PENETRATION -8.1 SCALE: 3/32°- 1'-0" i _8.1 SCALE: 1 1/2' = 11-0" UNDERSIDE OF CEILING TO BE CONT.AIR SEALED TO PREVENT AIR LEAKAGE INTO O ATTIC SPACE,AT ELEVATOR CONTINUE AIR SEALING TO C 1- TYP @ CEILING © OF HOIST ROOF ASSEMBLY PENETRATIONS � ._ ; 7,„ i -----,.-.-- {J h CONTINUOUS SILL • I -..._] �._.__.. __.__._ _. __iSEALANTe_ -, --, '` EXTERIOR STUDS FOR I., _ _ i . . _ .1.„. .IM . MII14 IN 11 a m1•il. . 4 m�4� 0 -- 14_M w . . . w . I o I.. , , i i � ' 1 NAILING AT WALL 2 z_ -` : I __-- INTERSECTION NOTE:AIR SEALING ON THE INSIDE r -] ,' i I } r T. T. ___. W _ - FACE OF THE GYP BRD TO BE ' ,, i UNIT •► r 4:---.-4 ��"' 1. i CI�RI;t. Cie MUNITCOMPLETED ON ALL 6 SIDES OF THE I 11,1 • . 1— t....---1.1 UNIT DEMISING WALLS, FLOORiumu • ►' I 41P V IPP i CEILING AND EXTERIOR FACING OFCt : WALLS TO MINIMIZE LEAKAGE i i \-1 s l._ �\ f40-41441 Om Q THROUGH ASSEMBLIES.ALLOWABLE V • '\ CORM. 7 1 °• i �r� 1 LEAKAGE RATIO IS.30 CFM50 PER SF ;;� NFT l ... .; UNIT = W OF ENCLOSURE MAXIMUM It EMI , - FILL CAVITWITH Y "" SPRAYFOAM N O TYP AT LEVEL AX-8.15 177- --_._. 1 ` -� RATED INSULATION Q i EXTERIOR HEAD OF WALL = PER US SILL �'. . � �� UNIT N CORD. UNIT • LHC WALL CONTINUO CV PLANSEALANT _... ' l,,,ii: i -- • ...........,.....,....J ' _i ...........: i _ 14 .. I z .1 .-- , Wcy, .. • • - E .- .�..� • A- '� : a �' \ t-] UNIT UNIT i SI: • I .' . UNIT I I ! CI UNIT ' E._ 00 O W :/6 i ; • -i LLI Imo- 0 �s TE: WALL 1 cp , - ......?/ ( :._.,... .,.,..� J. INNTERSECTION ACTION BASED f-=-::--1 -� --III-- I I .I --1f_--:� i -- I € - II'3-- � �< - _ ._ NON-RATED WALL OQ Ct - - I - -- I __. I 1 E I _I I , -_ _ PER PLAN ON ASSEMBLY UL-U356 0 � A �" Q f i 3—_— � i I i 1 1` 1 �f� I` A,_. TITLE 10 UNIT AIR SEALING DIAGRAM s AIR SEALING CROSS SECTION 2 EXTERIOR WALL INTERSECTION °ATE DESCRIPTION -8.1 SCALE: 1/8"= 11-0" • -8.1 SCALE: 3/32"= 1-0" + -8.1 SCALE: 1 1/2"= 1'-0" H 1 A ti 11 i REVISIONS -4Ne-lp S 1 Author Checker 7 IP DRAWN BY CHECK BY ROOF TRUSS PERMIT SET '� STATUS CEILING FINISH �� UNIT lommil SEE PLAN 03.28.2018 AIR/FIRE SEALANT IUNIT DATE RESILIENT CHANNEL 17052 WHERE OCCURS PROJECT NUMBER 1 WALL HEAD AT TRUSS A)(.8 . 1 5 A -8.1 SCALE: 1 1/2"= 1'-0" ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. 18"MIN ,.l I:. : :... .::. .. ... .. ......,...... ... STAIR RAIL UP 1 112 112 1 " 1 112" . 1 1r1" -�� , 'r/ / HEAVY DUTY RUBBER/VINYL TREAD .../ -Amite,. .41°1VA kik ..... :.--,::.. # g STAIR NOSING- 112 RADIUS MAX 11"MIN " 3'-4" MIN �T J SEE PLAN 1 1/8"PLYWOOD TYP Otak RteCtS, Inc. -s. 808 S Third • enue, Suite 300 :............ .... :. AX-8.06 2 . \ a Z AT TREADS Pn land, O2R879.67204 TOP VIEW �, UBBER 1 VINYL 5 z ROOF HATCH •••• • - _ HEAVY DUTY R nwww aak cntn `1 STAIR RAIL o, IN g RISER COVER N • I• - DOWN �, �. w 112"PLYWOOD TYP ROOF TRUSS SEE ._ w <> A RISERS STRUCTURAL � I � L: I II 1 1/2" MIN CLR --- STEEL SHIPS RUBBER RISER BRIAN j{, �,�ENER4 LADDER/HANDRAIL I �� '• SEE FINISH f ;+ I 0SCHEDULE --- , � / 7---..... , ° 1 A SIGN SIMILAR TO THE EXAMPLE SHOWN ABOVE /` PORTLAND,OR WITH CORRECT STAIR DESIGNATION, STORY /r - � _ �� STRINGERS, SEE OF p DESIGNATION, DIRECTION TO, EXIT DISCHARGE, AVAILABILITY OF ROOF ACCESS FROM THE STAIRWAY Ail STRUCTURAL off -. :,..''.,,.''' ,.,, . '' .. ,. AND TOTAL NUMBER OF FLOORS ALL FOR THE FIRE y _ DEPARTMENT BUT ALSO INCLUDED IN BRAILLE PER �,J FLOOR/LANDING "'� 5/8"GYP BRD BELOW STAMP 3/29/2018 ICC A117.1 SHALL BE LOCATED AT EACH LANDING OF RATED WALL, SEE FRAMING PER _ STAIR AND LANDING INTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO PLANS, EXTEND - STRUCTURAL —J ` BE 5'-0"AFF IN A POSITION THAT IS VISIBLE WHEN GYP TO UNDERSIDE DOORS ARE OPEN AND CLOSED, SEE STAIR PLANS OF ROOF _ -•- FOR PROPOSED LOCATION SHEATHING --J`- END VIEW ELEVATION ,u - fir`` tr 15 STAIR IDENTIFICATION SIGN 12 ROOF ACCESS HATCH 8 HANDRAIL AT INTER. LANDING 4 STAIR TREAD PROPERTIES LLC ' -8.21 SCALE: 3"= 1'-0" ' _8.21 SCALE: 314"= 1'-0" ' -8.21 SCALE: 3/4"= 1'-0" A _8,21 SCALE: 1 112"= 1'-0" HEAVY DUTY RUBBER/VINYL TREAD HANDRAIL 1 1/8"PLYWOOD TYP AT TREADS CONSULTANT 11"MIN T LATCH TO WALL SEE PLANFLOOR FINISH VERTICAL © BASE SEE FINISH AX-8.06 3'-0"X 8'-0"ROOF HATCH SCHEDULE STAIR WELL WALL TYP /�� SEE PLAN [ �1 - ROOF FRAMING NOT HANGER PER z FLOOR/LANDING FRAMING / LEDGER AND JOIST 0 s; _ PER STRUCTURAL 1-1/4"STEEL PIPE I 1 SHOWN FOR CLARITY STRUCTURAL STRAP PER STRUCTURAL AT FRAME I cn �` w GATE I FLOOR/LANDING w � BLOCKING AS REQURIED FRAMING PER FOR GYP BRD SELF CLOSING I STRUCTURAL ---:---.1 E__ GATE HINGE ; ••1 ' \I . 171 SEE PLAN _WOtt 1 { }` Lr W' / SEE �,r 1 / SECTION M > °D �r GUARDRAIL < S / 1/2"PLYWOOD TYP AT RISERS iV `� STEEL SHIPS /ir HEAVY DUTY RUBBER/VINYL Ili LADDER ► RISER COVER 0111\ ____ J t ' .• 518"GYP BRD BELOW 518"GYP BRD BELOW �� E-. STAIR AND LANDING STAIR AND LANDING - „ STAIR DOWN. m .` = FIRE SEALANT AT GYP STAIR STRINGER PER Til r TERMINATION STRUCTURAL li- -gi----- SOLID WOOD J CO Q BLOCKING STAIR FRAMING, SEE STRUCTURAL 7 LANDING AT RATED WALL 3 STAIR TREAD AT TOP OF STAIR Z 14 GATE AT LEVEL OF EXIT DISCHARGE w "- '- " "� '� " 0 _� _8 21 SCALE: 1 112 = 1 0 A .8.21 SCALE: 1 112 - 1 0 W -8.21 SCALE: 3/4"= 1'-0" i rr Lu 11"MIN HEAVY DUTY RUBBER/VINYL TREAD a jr 44R" Milk* - •- SEE PLAN , a UN 1 1/8"PLYWOOD TYPOt MDF CAP-PAINT TO AT TREADS u.rt „ MATCH BASEBOARDIliCt C3 - O ----,,-,— > � HEAVY DUTY RUBBER/VINYL > 8 112 MI 1/4" 1/4" h„ .,} RISER COVER a PROJECTION PLUS ID TREAD DEPTH 1/2"PLYWOOD TYP < W TOP OF WALL i- w 1 AT RISERS I.; :_;..,:^ r. .. �7 3'-6" w I. co 111 `mss 1/4"GAP-PAINT BLACK -77 - ABOVE ..---.-..-- , ------- CO ZlNOSING CI n M JJ-TRIM , J = N < 5"MINS' �' I"TREAD DOUBLE 2x WALL • I...- ..-.-._ .. � DEPTH TOP PLATES I ::1,;• v-;'•:`:. :- �� ce L LI 0 —1-• : , co - jr . . UJ I-- 0 w SEE PLAN 5/8"GYPO Q Q NOTE: LADDER BE MIN HANDRAIL I 1 STAIR AND LAND NG 0I-- _ = 30"WIDE BETWEEN WHERE OCCURS I I � 111. ti H Cr) HANDRAILS SEE PLAN I I AX-8.20 FRAMING AND STRINGER CONNECTION PER STRUCT SIM SEE TITLE _Jr= __- SECTION A. V # DATE DESCRIPTION 10 ROOF ACCESS LADDER 6 STAIR PARTIAL WALL 2 STAIR TREAD AT BOTTOM OF STAIR ' -8.2# SCALE: 314"= 1'-0" ' -8.21 SCALE: 3"= 1-0" A -8.21 SCALE: 1 1/2"= V-0" 1 112"DIA CONTINUOUS PAINT GRADE WOOD HANDRAIL WITH REVISIONS METAL SUPPORT BRACKET AT 6'-0" 1 112" OC MAXIMUM-PAINT TO MATCH n TCLR)1 BASEBOARD = v Author Checker • \ N I FOR HANDRAIL DRAWN BY CHECK BY SUPPORT BRACKET - z PERMIT SET ATTACHMENT, TYP --�_:` ` p STATUS r -i = w D3292018 Aft p 12"MIN AT TOP � ;� - I co DATE '' 1 TREAD LENGTH AT BOTTOM ' SEE PLAN I o 17052 /� I "iv)PROJECT NUMBER Z , , V NOSE OF STAIR Ax.8 2 0 A)(-8 . 20 5 HAND RAIL EXTENSIONS 1 HAND RAIL AT RATED WALL ©2018 OTAK,INC. A -8.21 SCALE: 3"= 1'-0" ' -8.21 SCALE: 3"= 1'-0" If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. , otak ,...........,,,<-4 ihh, Ota k A ects, Inc. 808 S Third A enue, Suite 300 Po and, OR 97204 m. n 503.287.6825 www.otak.com '- J MIN CLR �1 ' 4 --�1�.---- ' � � _ — — 112"RADIUS AT ENDS • � � 3720 ,� „ BRIAN A,FLEENER4 z 318"x 1 1/2"STEEL • 2 -------- , 7 FLAT BAR .� PORTLANI?,OR 0' X3/4"- 3129/2018 roP°F.... .-.- -...__.._. r. STAMP 1-1/4X3/16"GALVANIZED BAR : d ` — STEEL ANGLE d' ; I I GRATE WITH TYPE H-3 SUPPORT(TYP) j • I SADDLE ANCHOR(1" MAX PROVIDE BLOCKING 1—L IL._ CLEAR OPENING-SLICE IN - -� �' �J �.._ HALF FOR REMOVABLE) IN WALL BEYOND& c, �_^ SECURERS REQUIRED N ' ; CABG PROPERTIES _ .�_ . • _ LLC � v. 5' \ •\, .•?'- \ ': . t! ; ' . : — I\, • _ CONSULTANT 4X, \:.'- :•.-\ •\' . r• � ,, 314" MIN DIAMETER k, - • .\4.- =\,;,1.\ •'.4 -'.. • a 7 STEEL SAFETY '. \ '�.- ''' ' ''\-.,. 6 // RUNGS(SCORED FACE OF SHAFT WALL r OR ABRASIVE}@ 4 : :,,, , '' -:•••.',\: ,° . � : k �"` , L2-1/2X2-1/2X1/4" :.. = GALVANIZED ANGLE a / PLACES (TYP) .. s:, ; Q•: :Q WITH(2) 112"DIAMETER c) : ".,: X5�,WELD STUDS AT 2'-0" NOTE: GRIND ALLWELDS ANCHOR FLAT n • .=,.,y '.` — O.C.AND 4"FROM EACH 1 112„(TYP) BAR TO 1"-. ,-1" -• 1° PRIME S• MOOTHPANT AND ' • END—_— STRUCTURE „ • - �. ALL STEEL, OSHA _. • $ ' "_ . I I' (TYP) d "YELLOW' -4-- ''.. '.'" • • • -‘ Nr;:, 1 :- W I ti ELEVATION SECTION 7 SUMP PUMP PIT GRATE 3 ELEVATOR PIT LADDER DETAIL I • _8.2 SCALE: 3"= 1'-0" • -8.2 SCALE: 3/4"= 11-0" V 90 MIN RATED RAIN SCREEN ELEVATOR DOOR FIBER CEMENT SIDING T _ _ FURRING FLOOR FINISH +' y INSECT SCREEN GROUT AS AT BOTTOM OF REQUIRED WEATHER RESISTIVE RAIN`;j_� ' RAIN SCREEN ® MECHANICAL EQUIPMENT BARRIER ,WRAP OVER ,Irl COUNTERFLASHING ELEVATOR DOOR SILL BY CO METAL REGLET FLASHING WITH TERMINATION MFR TO COMPLY WITH ICC Immi ••.••1 PER MFR "� BAR F A117,1-2009 407.4 WOOD SHEATHING, - MEMBRANE SEAL, FLASHING •: '• •' " • • 4 • Q ' & REINFORCEMENT PER SEE STRUCTURAL IW 1-„.. ROOFING �: ‘.'':,•::';'.2; - I_'I - MEMBRANE , ° p• d . +� ! ROOFING MFR N — //.....27_:/. �, �f � //i -/ W igi FLASHING MEMBRANECi 0.4 • ROOF MEMBRANE o HOT AIR WELD �' !!!:NGLE I. ____,--<--- SHAFTIX ELEVATORSHAFT Q 4• ! f17R1 u! CORRDINATE WITH11/41( = FIRE SEALANT Of ELEVATOR MFR TRUSS BLOCKING / EFJC4 = FIRE SEALANT SEE STRUCTURAL / Y V 011°- a � i Cn N wEXTEND GYP TO EXTEND GYP TO C UNDERSIDE OFIP• UNDERSIDE OF / .c.--' n G M SHEATHING • SHEATHING = N J SEE PLAN GIRDER TRUSS GIRDER TRUSSX' i ; W a) Ct AND HANGER SEE / AND HANGER SEE - : I - _ STRUCTURAL STRUCTURALIP = O O I-O �, --- -�; I - W ti - 1 ...... NOTE: TRUSSES NOTE: TRUSSES : T O < W PARALLEL TO WALL PARALLEL TO WALL ' - N C - i � 0 .J AT SIM AT SIM Imin 10 2-HR SHAFT AT ROOF 6 ELEVATOR SHAFT WALL AT ROOF 2 ELEVATOR THRESHOLD TITLE A _8.2 SCALE: 1 112"= 1'-0" • -8.2 SCALE: 1 1/2"= 1-0" • _8.2 SCALE: 3"= 1'-0" # DATE DESCRIPTION 4' s r1SEEPLAN 4 ' SCHEDULED BASE SEE PLAN • ' f SHAFT . UNIT/ SCHEDULED BASE ELEVATOR CORRIDOR o r ! SHAFT =` FIRE STOPPING = FIRE STOPPING j SEALANT - 3 REVISIONS SEALANT - . : _..," ::..->"-N _ j _ _ WATERPROOFING : '+\ ..,....lik-- - .,_, Iitr_.-- •• • - - Author Checker d ._ :Y •" 4 yy; .:a DRAWN BY CHECK BY • • ,+ : •.., n•" . .a,• :. �. . . _ -d, - d .";• •., 1• 4 : y PERMIT SET ' STATUS '• 4 " _. 03.29:2018 a= :d • . : •4, �`. .'a•.:• �• Q4_:. DATE '1^ t�'I i�:I�I IT IT/7j�'{171 ILEI 1[�I+1'd _TI./ !,14-1:74,', .,j i [ _ d " - ._.r • A 17052 I:,�s Irl: �i I'••� . 14r •!SI 1 oft .•�i 1 , it 2 •,, . - • 4 d,_ A :� :4 .f1, `Y .j1 ••J' ' j�; '• �.__ • • 4 , PROJECT NUMBER .7, I r'►.'�.il��i�t�!~�i{ir�7i i ea...!i'i!� '1$.i. I 1- ( E i I - • 4 21 AX-8 . 21 5 2-HR SHAFT AT GRADE 1 BASE OF ELEVATOR SHAFT ®20180TAK,INC. If this drawing is not 24"x 36",it has been ' -8.2 SCALE: 3"= 1'-0" • -8.2 SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. . . . . . . . . . ..ak • • . . . . _. • ____ ________, • . • • _.....,,•••00.4. k, ,....• \ . • . . . ,..4-_. ... . • • . SQUARE STEEL HSS ,, „ • Otak Ar ' -cts, Inc. AT TOP OF GATE I• ". ! 808 SW hird Av: ue, Suite 300 Porti- d, OR 97204 • mai ..03.287.6825 } �i •JJ J/ .� •r • 20'-0" •ww.otak.ccm ! I. L .- • •� J/JA1 • r IIj iI! I iij ij - ;RIAN 3R7. 2F0LE E N ,1x4 VERTICAL , n W ...______,I,CEDAR SIDING - II f HI___H _ .1._ _ .__I_it __1_ _ _if_ 4__ i__1_1_1__, _I. _ .4_, _1- ! I • • •STEEL ANGLE I I I I II I %PORTLAND,di I IiI• I I I(PAINT BLACK) / _ II I I i j iI� i i I = i CEDAR SCREEN OF 0 I ` I 1 I 312912018BOLLARD I ! I I IBEYOND i E I I STAMP 1 I114"STEEL TAB I I WELD TO HSS 1 ! I i I f W E I ( f i • 1 1 R_ �` � -.__ 1i • , -r-, I I i I j ' ' DBG PROPERTIES' SQUARE STEEL HSS i LLC I ,AT BOTTOM OF GATE ,, „ „ , , i ...--i/ • /I I 1 � I . ! I I I _ J 1 if I „- rt I 4I Li i 14 fi - 1- atrt I ` 1- - - - _ _ '-7-1 I 7 1 CONSULTANT i 1 Z cY '1r---�-- e� '�`'_` .1.••1 0 ,i` mer 10'-1" \NN 10'- 1" •!B"/ I °. 1/2" DIA CANE BOLT&CAST-IN BOLT SLOTS AT CLOSED& ° 6"DIA. STEEL PIPE-FILL W/NON- OPEN POSITIONS FOR EACH 6 WASTE ENCLOSURE - SCREEN SECTION m SHRINK GROUT-ROUND TOP GATE -9.01 SCALE: 3"= 1'-0" DOME TOP OF CONCRETE FOOTING .{4.. BACKER ROD AND SEALANT OVER 1" SQUARE HSS JOINT FILLER GATE FRAME ,�I� PAVEMENT, SEE CIVIL 114"STEEL TAB q `� WELD TO HSS .� .:�;� ; 1--- \ ---- EROSION AND SEDIMENT CONTROL PLANS _ Otak ti /.AL, . S�,ovz , -`;',> Otak, Inc. C 808 SW Third Avenue, Ste. 300 r / FST � Portland, OR 97204 -- DEVELOPER STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE cONDmONS OF THE 1200-C PERMIT. 503. 287. 6825 ``�% '' PROPOSED THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE vvww.otak.com ��' %' CONTACT: NAME �, UBDIVISION ADDRESS CONTROL PLAN DRAWING NOTES: WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. �.D PROF ��" ; CITY, ST ZIP- 1. Hold apre-construction meeting of project construction personnel that includes the inspector to discuss erosion and �5��'��'"�R�f�414 PHONE: XXX-XXX-XXXX �, 9� / / _ sediment control measures and construction limits. (Schedule A.8.c.i.(3)) BMP MATRIX FOR 91573PE SW CRESTVIEVI'ST 2. All inspections must be made in accordance with DEQ 1200-C permit requirements. (Schedule A.12.b and Schedule 8.1) PRELIMINARY �T 3. Inspection logs must be kept in accordance with DEQ's 1200-C permit requirements. (Schedule B.1.c and B.2) CONSTRUCTION PHASES OREGON 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local �� 'OT a Zo'` 1 IIII f PLANNING 1 ENGINEERING / municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retained �F p C ~1 OAC a , by the permit registrant but do not need to be at the construction site. (Schedule B.2.c) I ' SUNG )IRM 5. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described in REFER TO DEO GUIDANCE MANUAL FOR _I • EXPIRES: 12/31/2019 L. ' 1 1 i \ F. the ESCP is a violation of the permit. (Schedule A 8.a) COMPREHENSIVE LIST OF AVAILABLE BMP'S. STAMP OTAK INCORPORATED 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) _ MASS UTILITY STREET FINAL WET WEATHER CONTACT: KYLE CHILDERS, P.E. 7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all ' 808 SW THIRD AVENUE, SUITE 300necessary Agentdays. (Schedulev) CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. -MAY 31st) �� revision to DEQ or within 10 da s A.12.c.iv. and I EROSION PREVENTION 1 � \ PORTLAND, OR 97204 8. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of I PRESERVE NATURAL VEGETATION "x x x x x x DBG PRO P E R T I ES 'I erosion. (Schedule A.7.a.iii) PHONE: 503-287-6825 ] GROUND COVER x X LLC FAX: 503-415-2498 9. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important I HYDRAULIC APPLICATIONS !\\ I trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site 1 PLASTICSHEETINC x x X x :�^ \ 1 and sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. (Schedule A.B.c.i.(1) and 1 "� '"G x x x NARRATIVE DESCRIPTIONS (2)) DUST CONTROL X X X X X X 4((/ TEMPORARY!PERMANENT SEEDING X X X til D ISITNG SITE CONDITIONS 10. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and BUFFER ZONE x �. VACANT PROPERTY after grading or construction. Identify the type of vegetative seed mix used. (Schedule A.7.a.v) OTHER: 4'9e �� 11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Schedule A.7.b.i.and (2(a)(b)) SEDIMENT CONTROL fJ SEDIMENT FENCE{PERIMETER) "X X X X X X 4FF - --I- DEVELOPED CONDITIONS 12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers SEDIMENFFENCE{INTERIOR) X X X X CONSULTANT * MULTI-FAMILY SUBDIVISION AND UTILITIES prior to land disturbance. (Schedule A.8.c.i.(5)) DEWATERING x x i i i I I 13. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstream channels and SEDIMENT TRAP 1 streambanks. (Schedule A.7.c) INLET PROTECTION X X X X X x • L. NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE 14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times during STR4WWATTLES X X X X RM * CLEARING (MONTH 7/2018) construction, both internally and at the site boundary. (Schedule A.7.d.i) F`LTERE CR NATURAL BUFFER ENCROACHMENT + ' * MASS GRADING (MONTH 9/2018) 15. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Schedule A.8.c.i.(6)) OTHER; * UTILITY INSTALLATION (MONTH-MONTH 12/2018) 16. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses. RUN OFF CONTROL Temporary or permanent stabilizations measures are not required for areas that are intended to be left unvegetated, such as CONSTRUCTION ENTRANCE �x X X X X X k,,._ , __,V * STREET CONSTRUCTION (MONTH-MONTH 12/2018) dirt access roads or utility pole pads.(Schedule A.8.c.ii.(3)) P[PESLOPEDRAIN * FINAL STABILIZATION (MONTH 12/2018) 17. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i.(7)) OUTLETCONSTRUCTION X X x x SURFACE ROUGHENING X X - - - 18. Prevent tracking of sediment onto public or private roads using BMPs such as: construction entrance, graveled (or paved) CHECK DAMS SITE MAP TOTAL SITE AREA = 24.15 ACRES exits and parking areas, gravel all unpaved roads located onsite, or use an exit fire wash. These BMPs must be in place OTHER TOTAL DISTURBED AREA = 24.15 ACRES prior to land-disturbing activities. (Schedule A 7,d.ii and A.8.c.i(4)) POLLUTION PREVENTION 19. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. (Schedule A.7.d.ii.(5)) PROPER SIGNAGE X X X X X X HAZ WASTE MGMT X X X X X X SIZE SOIL CLASSIFICATION: 20. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from cleanout of stucco, V, » ! SPILL KIT ON-SITE X X X X X X 400 1 - ALOHA SILT LOAM (HSG 'C D' paint and curing compounds. (Schedule A.6) CONCRETEWASHOUrAREA x x x W ) 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, OTHER: I- 11 B - CORNELIUS AND KINTON SILT LOAMS (HSG 'C')(2%-7% SLOPES) and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic fluid and other oils from vehicles and machine as well as debris, fertilizer, pesticides and herbicides, paints, solvents, * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATERS OF THE STATE. Cn 441 - 11C - CORNELIUS AND AMS ( SILT LOAMS (HSG 'C')(7%-12% SLOPES) ry p # SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. O lily/ curing compounds and adhesives from construction operations. {Schedule A.7.e.i.(2)) Zl'N - �� i<1f j, ] 22 - HUBERLY SILT LOAMS (HSG C/D ) 22. Implement the followingBMPs when applicable: written spill prevention and response procedures, employee trainingon spill-' '�� I iiLi ' 37C - QUATAMA LOAMS (HSG 'C') (7%-12% SLOPES) prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, it‘.. i Si `* ■or -- n RATIONALE STATEMENT Z J **gip.. �� material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Schedule A. �� ' _ O ON-SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. ALL FILL 7.e.iii.) Q MATERIAL SHALL BE GENERATED ON--SITE FROM GRADING EXCAVATION AND 23. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. (Schedule A 7,a.iv) A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's CC w.N•44,4,41,4„14 ' - , -- UTILITY TRENCH SPOILS. 24. The application rate of fertilizers used to reestablish vegetation must follow manufacturers recommendations to minimizeGUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. W ■-� nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. Z SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT ��i RECEMNG WATER BODIES: (Schedule A.9.b.iii) EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO lima SW HUNZIKER STREET PUBLIC STORM CONVEYANCE TO THE BEDROCK CREEK AND 25. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.} for sediment or other pollutant THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO W h. lir " / f removal is employed, submit an operation and maintenance plan (including system schematic, location of system, location of REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. Ce 0 EVENTUALLY TO FANNO CREEK. inlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before operating the treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the treatment system INITIAL a O Z O� :11- according to manufacturer's specifications. (Schedule A.9.d) Q 1 li PERMITTEES SITE INSPECTOR 26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is responsible for CL w 9 COMPANY/AGENCY: OTAK, INC. ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.b) f: J W PHONE 503-415-2428 27. As needed based on weather conditions, at the end of each workday soil stockpiles must be stabilized or covered, or other O T 11 _ _ BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading to surface waters. o W I 503 415 2304 I �T� FAX: ' OBERT.FISHEROTAK.COM (Schedule A 7.e.ii.(2)) (f) D E-MAIL:E-MAIL: 28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather. (Schedule A.7.a.i) Iz Z u) - CERTIFICATION ID: CESCL ID# - 70820 29. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence O F\ i�� _ DESCRIPTION OF EXPERIENCE: removal. (Schedule A.9.c.i U �� ~ 10+ YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL ) F- w -l,r..�, 30. Other sediment barriers (such as biobags}: remove sediment before it reaches two inches depth above ground height and J Z w CI (- �� MEASURES FOR VARIOUS JURISDICTIONS IN NORTHWEST OREGON AND before BMP removal. (Schedule A.9.c.i) O �� SOUTHWEST WASHINGTON, 31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove W O {/� �.ir_za DA] ® � trappedsediments before si n capacity has been reduced byfiftypercent and at completion r ' h I A. . .iii • -� se e s deg p y ofproject. (Schedule e 9 c & O iv rf , �� ) INSPECTION FREQUENCY: 32. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the U W 0 �► I SITE CONDITION sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream TITLE ' �•• ` 1 � clean-up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. (Schedule -� . 111■1� r R4CT % . DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF A.9.b.i) # DATE DESCRIPTION a _� bin FROM SNOW MELT, IS OCCURRING. 33. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and xx L' �>li�� q1 Odk I I 1. ACTIVE PERIOD material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii) SHEET INDEX `I�if1f 11l1111u1\► �� AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS 34. The entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding, or other method zcID wos li11111�qlis 5��•.•�. c I I 4 REGARDLESS OF WHETHER STORMWATER RUNOFF IS should all construction activities cease for 30 days or more. (Schedule A.7.f.i) 1114 VIM II al Mi.- -::--- --} II .,. OCCURRING. `` I I 35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a AND ��p ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL covering of blown straw and a tackifier, loose straw, or an adequate covering of compost mulch until work resumes on that EROSION AND SEDIMENT CONTROL ROL PLA 2. PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY portion of the site. (Schedule A.7.f.ii) 8 IN ANTICIPATION OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO 36. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas is ECO.O COVER SHEET & GENERAL NOTES VICINITY MAP LEAVING THE SITE. established. Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must EC1 0 ti 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. be removed and disposed of properly, unless doing so conflicts with local requirements. (Schedule A.8.c.iii(1) and D.3.c.ii and CLEARING & DEMOLITION PLANS (1 OF 2) NOT TO SCALE (14) CONSECUTIVE CALENDAR DAYS. iii) EC1 1 • CLEARING & DEMOLITION PLANS (2 OF 2) REVISIONS in 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EC2•0 GRADING, STREET, AND UTILITY CONSTRUCTION PROJECT LOCATION : PROPERTY DESCRIPTION : INACCESSIBLE DUE TO INCLEMENT WEATHER, RELEVANT AND ACCESSIBLE DISCHARGE POINT OR LOCAL AGENCY-SPECIFIC EROSION EC2.1GRADING STREET AND UTILITY CONSTRUCTION DOWNSTREAM LOCATION. ' ' SLH KDC SOUTHEAST OF THE INTERSECTION OF 2S1 00 TAX LOTS 10001600 EC3.O EROSION CONTROL DETAILS 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY, RESUME MONITORING IMMEDIATELY UPON MELT, DRAWN BY CHECKED BY SW WALL STREET AND SW HUNZIKER STREET, WILLAMLIIE MERIDIAN, WASHINGTON COUNTY, OREGON UNLIKELY DUE TO FROZEN CONDITIONS OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. CONTROL NOTES: EC3.1TIGARD, WASHINGTON COUNTY, OREGON EROSION CONTROL DETAILS PFI SUBMITTAL LATITUDE =45'25'37"N, LONGITUDE =122'45'27"W • HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC STATUS INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. 1. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type and percentages of seed 02/26/2018 .p (Schedule A.8.c.i.(3)) in the mix must be identified on the plans. DATE cL • ALL 1 NSPECT I ONS MUST BE MADE I N ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. 2. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a 17052 • I NSPECT I ON LOGS MUST BE KEPT I N ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. sediment control BMP i.e. (filter bag). PROJECT NUMBER ATTENTION EXCAVATORS: RETAIN A COPY OF THE ESCP AND ALL REV I S I ONS ON SITE AND MAKE I T AVAILABLE ON REQUEST TO 3. All exposed soils must be covered during the wet weather period, October 01 - May 31. �' OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. DEQ,OAGENT, OR THEN LOCAL DL MSN I C I PAL I THE ESCP A I TACT I NE TRU I TDOS OF GREATER THANASEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN LOCATION. (Schedule B.2.a) COPIES OF THESE RULES FROM THE CENTER BY CAWNG 503-232-1987. IF YOU HAVE ANY QUESTIONS EC0 . 0 ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO ©2018 OTAK, INC. N BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246--6699. 0 If this drawing is not 22"x 34 it has been n_ reduced/enlarged.Scale accordingly. 1 rial-N.41›..lati) ,.-, P-' _i Otak ‘10A 1-1'9 orl 11S) w1..,•1"I 1 . .N�NOtak, Inc 9 �1�7 `� 808 SW Third Avenue, Ste. 30 .-/ I • �1 Portland, OR 972 .I'"{. I IN 503. 287. 682 �i4 lc`,i. +% \� ► �i ! www.otak.co \ 41l�I��i i '' ; 1■T_ cl‘ft. PILO, w� ' I _ .r + ' t ` .) S ��O+Ne .�4 ► t 7, ! ._...1,\(it.) l 0 - 19* i‘ 140 , / , // 91573PE l I ,. ._1161 PRELIMINARY \ ✓ �'_ 1 I ! ! �� OREGON ! * 14P \ 11 '[A' 1Ir ffr)// i 1I r lop Iillriii—mikiN1/4? CONSTRUCTION NOTES. _` 1 1� r°' ' • 1 I 1 1 + } i' _I EXPIRES: 12/31/2019•+' ��'� 1. i i+ i I I� 1❑ INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0 STAMP Q � ��L t ©� + ► t r �1 1 �.�� 1 +-� + 1 i o a INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. _� � M.��f� i . ''r \ I j } ti \ 1 lir ' ` ' J _L' 11_L ` -v-L, A\ V %�+ 1 + I ► i I ; i ; t \,.:;�'i INSTALL SILT CONTROL FENCE PER DETAIL 875, SEE SHEET EC3.O. D BG PROPERTIES I� • \ /,>� 'r:�I� �►'i I I 1 i '"- / I 1 ! \ 1 1 , •~tj LLC .;,,, ,, .for *1 1 I �1 i 1 \ + 1 11// I �• $ I ► 1 / (. , gra r 1 I I ', W fin- r I r I r i l 1 + �r v �•-'_' 'r* ► i f� i �° 1 1 I I ! I ! 1 I /'" .�,r 1 // • `I 1 + 1 ! I r I THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME • •� 1 _' /i _I i i 1 r i! I 1 ; 1 "DRY WEATHER" CONSTRUCTION. 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'/ ^ +--_ Ir /! /1111 / W - / / / I1 / )11/1 1 I # DATE DESCRIPTION r-` �' -- --' -- -' / / / / / / `ter \~ , - i II/ ! 1 Q C/) -_ 'Pi -- - ' •-`-',' ` ---- ir,1! 11'' } �' DRAINAGE FLOW DIRECTION xx E �-- + ' --- --'I l---- -i-- --'' // / !- / /' -'�\\ `.1`,.-__l' %1 t: Sr 11 aC/ I — - - 111111 -i •-- -' •/ / / / / / / ,ii,‘, A- !1; 1, 1 • • -� -r• -• `~ -- -- ,- / / / / ,/ I / / �'' I/I/ft/I' //111!!1- - / / r- ,‘ ////f-- / ; / / / / / /I// / �- _r --- -- I ,/ // / / I / , / 1i.1 I ttF/ / I -f �C U --'0. I _- r / •---- - • i / ,' ,' / 1 i' r /- 1"4-..I. 1111/ !1 �+ r Lo — _ --' -r` ♦ A. / / / 1 / / I t !I /yC h. / o' ---- ---�- - •___..- • �� — , • -' --s /' ,/ • I 1 I -.\1�0� ,�� I / REVISIONS -- 596 — -� .� •-' _ -► -- �-� • ♦ •-• / 1 f / •_- a*L�v I r r -` -� y - � _ it X11 X X X x� x +x_r -x-'' x x _ sc x - x x -_-x x` ==-x _ X � _ -. ` x -X , X,.------Ur - V :3;4X . � �, WET WEATHER EROS I ON CONTROL NOTES: Q �_ - +_ m hi — �-' i• `� ��` lid tl�r■1 ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER SLH KDC VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN DRAWN BY CHECKED BY in SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE CONDITIONS USING THE WET WEATHER EXISTING SLOPE EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN PFI SUBMITTAL g BASEMENT © MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED STATUS r IN ALL AREAS EXPOSED TO WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN 02/26/2018 AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED DATE e PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE 17052 E. ENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF PROJECT NUMBER cc, 50' 0' 50' 100' VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED co 1Mill PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST ,, OF EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. (.6 SCALE IN FEET EC1 . 0 _. ©2018 OTAK, INC. o If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. ---, Otak _..........004. ii, \ Otak, Inc \ \ 808 SW Third Avenue, Ste. 30 \ \ Portland, OR 9720 503. 287. 682 \ \ /\ // www.otak.co \\ \ Yom` lig,/\ \\ // �S /f �__ r �� r--‘• 1ik G1N�CF'Q /�� \ ____..s..-,..,...3 �� D\ 91573PE 9l \ \-/P . ,/- ` _ PRELIMINARY �� \\ S �. i-j,I 1 f l sc\•• ONO,\�\ ♦• 4- \/� © /24: /- T i 31 ._ =N-----_, . LEGEND : "�� II f I------- `-�_ ''� / --.4) _ I EXPIRES: 12/31/2019 l�``� `� i� � — STAMP P _ ,�' t! :74111-‘:' „ — _ LIMITS OF DISTURBANCE MI = = =— _ y ,\*/15: \ __,,,�` _� z3s- _�,�'.—__ -`y ' a_�3A EXISTING CONTOUR (2 FT) — -- i �� L -Ite / �� \� _� ``� 1”-- 234 -- _�/�`�— O '- i. 232 — — — \ ~— EXISTING CONTOUR (10 FT) 270 DBG PROPERTIES .... . , ,,,,., .....,_. ,-. \ �- ,� �; '� 230 -' LLC ;i-_._. \� `-_ - ____ -- -23? - ;:: _ �` .o 'R � ` ,"` 22a SEDIMENT FENCE (TO BE x x x x— % .r I, '-' AI` - lita : ZRN ALLED TO GRADING...\ ''"'`• --228. ___ � ','�,,, 4 _ '` "zi`f r FENCING o 0 -__NcAttio* . imvii_ rettreire kot . 1 N --- i . .... 222 _ .... ✓ _ �` �\ ��— _ ---- tA111 *-1.*; ` I �_ 1J :4 �. SLS N LTANT -_ :-- . " �\ --_ ____ ___—__— �� =�-�_- �� . t— �`• � . ' _ � r.� V„� STORM DRAIN(EXISTING) ca suNO PARKIN _ R ` \ . `-- `'"�-:_ ,r�/ t'� - 19\ - ` . ��— 224- — _--_- —__ �'+ - �-_ ,1117t: _~ -' i+� �— � CATCH BASIN (WITH INLET Is .--": 47,0 - - - �z2_▪ _ — ______---- ,,g '= � j,�_ `-0 — "1-- - W PROTECTION)(EXISTING - , _ :450-16_ 441:-• + T } :„.. -_�i ' \ r .\-- `` `•__ ? +-- _ _— -------- �. '" _ ._�- .' ` e4 ' OO _—_- — TREE TO BE REMOVED v \ N. \+_`` `�`L— `\`� --- - -+-� ��$� � t s—_ ---� -------- "�6 /' � \ • �(�/�� I•�'* �',i LLI \/his ::: .„.... L. :72 NI 1 _, ` .:�`� � -- _ -z,4�-_ 4— _ �_,_ —�� _� _, _ ,, —� ry. --0 ,,Alti) _�- ._�. _ — CONSTRUCTION ENTRANCE . w:-.-•.:: .".": 11: —' Y .�'— '--_� - _zoo.____ — ' '-----_--------— ___- .'a— y ,�_ + --_ + , __ iiii+"----,:l6 - LL _►�_ '� X208,_ '`"�+� — �� _-- 00k— L 1 Firt)< x_ __ -- _CLisir ; r� e- ti ',,,..-47,- _---- _- o ` ` �`— \` 208 --- --_ _—_ '—_ ..... � 1 7' — i , '' '' '.' ------ ..........N '.;;;;.c'r; „ --- IV ict,.. . *Lr� — _ ��r--- �_ / \ . �` � 2�_110 — -`; — .�► _ --►� ~�~ `lam: }y ��.r_ ` — ..��` ... :.,:.‘',n ti:vi...:,CAI-•on -111/4 --------- ----...- ------------- -----Araifinif,:,-‘ ::-.0... :::„,,Ar ,i-ty.t,,.,,zs,„,if,,,,,..- \ �� rt. ...as �~`�� r98 -+�- , ��j(r -___ I _ �� lltt - -- V/ Cn 1 t !'i► 0w* ra,ti..r�er 94 Tomlt � �-P L-,..,,..-=-..--=---- ------ -- -+w - . qret rsf ►r: - ~ — �,�11:L. .1` +t �'�w4Ylel, O \ ��i�_ _- —_ �/ - . y\ - _ _L-----,.. '/L "-"^`=—;17- - — __Jar_ — -- - - -�' ` � � _�_�/ f �- '~ ` — y - ___` -__.-. r- . _ - � --- -- — - - —!r " ' � ' _.'+-�' - - �\ G " x \- -XLX x � �( _-X_tiXxxX� -'J-` 1C-==-71---X—X,..."----X---X -++X .... ..-"X" - 11 7:19:841.11 ' ::L— UJ z ----i- 1 ;. , _ ,—, --� -__- --`__ - --_-___ _ EX. SLOPE EASEMENT 0 -_ PROJECT BOUNDARY 2 IElm J 0 1 1 Z U7 Q oz 2 ,....„ li ci. _, is. ❑w � . L'1.3_\, , aCn H Z ct 0 Q W 0 (7) w 0 PRE—CONSTRUCTION, CLEARING AND mom I- 0 J EROSION AND SEDIMENT CONTROL NOTES: CONSTRUCTION NOTES: LI- v w 0 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, 111 INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. TITLE FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. # DATE DESCRIPTION li INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. xx 5 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, LIJ STRAW WATTLES, OR OTHER APPROVED MATERIALS. Li INSTALL SILT FENCE PER CWS DETAIL, SEE SHEET EC3.0. 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH El INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0 ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE 0., PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 5 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME N ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE "DRY WEATHER" CONSTRUCTION. "WET WEATHER" CD KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN REVISIONS 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND OCTOBER 15T AND MAY 31ST. D RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. U 5 ill g 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON ANY FOUND SEPTIC SYSTEMS, DRAIN FIELD, EXISTING WELLS AND UNDERGROUND OIL TANKS PER SLH KDC APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. SUBMIT DOCUMENTATION TO THE CITY. DRAWN BY CHECKED BY N Li-) PFI SUBMITTAL s 7. CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE. STATUS 0 o WET WEATHER EROS l ON CONTROL NOTES: 02/26/2018 ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER VEGETATION NOT FULLY ESTABLISHED DATE `= 50' 0' S0' 100' SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE 17052 CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND PROJECT NUMBER NM DESIGN MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO N. SCALE IN FEET WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE ENGINEER AND CITY INSPECTOR. IF ANY EC1 • O c,_ ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF ©2018 OTAK, INC. EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. o If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. LEGEND : CONSTRUCTION NOTES: GRADING. STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: OtaLI( ' 4:J INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS ..41 .A L. LIMITS OF DISTURBANCE = = = IM MI TEMPORARY SOIL STOCKPILE OTHERWISE AUTHORIZED: AREA (SEDIMENT FENCE INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.0. A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE EXISTING CONTOUR (2 FT) REQUIRED AT PERIMETER) SEED MIX. Otak, Inc. 3❑ STOCKPILE LOCATION. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 30C EXISTING CONTOUR (10 FT) - -270 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 97204 4 INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. 503. 287. 6825 CONSTRUCTION STAGING AREA //////// 2. CREEPING RED FESCUE (20% BY WEIGHT) www.otak.corr SEDIMENT FENCE TO BE -- x_x_x--�--x�- C. STANDARD HEIGHT GRASS MIX MIN. 100L6./AC. (CLEAN ROCK PAD FOR SOLID & LI INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. ( ) INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, 1. ANNUAL RYEGRAss (40% BY WEIGHT) �D PROf INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. 2. TURF-TYPE FESCUE (60% BY WEIGHT) � �4 N �f�j04 TREE PROTECTION FENCING o o AND METHOD OF CONTROL AREA) ❑ 9 ❑ CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR 91573PE l k PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.0. THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY STORM DRAIN so CONSTRUCTION PARKING AREA k k ),- (CLEAN k OREGON (CLEAN ROCK PAD) k x k •55' . D INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING f. `SFA o CATCH BASIN (WITH INLET WITH APPROVED MIX AND APPLICATION RATE. ��‹ T13, � O(Q- s INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. D C H\L PROTECTION) ❑ 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, STRAW WATTLE SLOPE • 0000000000000. WOOD CHIPS, OR OTHER APPROVED MEASURES. PROTECTION BMP 10 PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING I EXPIRES: 12/31/2019 I___ CONSTRUCTIONENTRANCE �. 4ei l�.ts; STORM DRAIN. -STAMP �_t. �-*' 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, 11 CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER DRAINAGE FLOW DIRECTION SEDIMENT FENCE FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT OF THE STOCKPILE. -�L r �� (TO BE INSTALLED AFTER GRADING) MAINTENANCE. 6, EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION ABG PROPERTIES - 15' CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING LLC CONCRETE WASH AREA WASH 12 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL ... _ DOWN DRIVE AISLE CUT. e 1-.* 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE CATCH BASIN (WITH INLET SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT "DRY WEATHER" CONSTRUCTION. "WET WEATHER" 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. Q OCTOBER 1ST AND MAY 31ST. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF H SEDIMENT AND SEDIMENT-LADEN WATER. U 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF D THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' ID FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SEALING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. r^ 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS Z PERMANENT SHALL BE PICKED UP AND DISPOSED IN THE TRASH. VEGETATED SWALE LIMIT OF CUT/FILL O 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. C 1 (v lJ �4ti, 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. \� Y� ® �► 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENTCO H X115 4 © INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. S 1.\\- -:).000:40#-' '4. . ")N 11 .1 6 •' ° ° PROJECT BOUNDARY Z H �' _,,,..,. .itik#0,.i4 1 °° ��ii..*, EROSION AND SEDIMENT CO\ITROL BMP IMPLEMENTATION: 0 ,-.,;;0 ›.,,. 'jot'��°-. - -A'! ro � - T 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE `' 5 8 * INPLACE, FUNCTIONAL, 2 Z • /' S g �� AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 4 � ULI 't\ • s, i + < < �° a i 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF ., -..„ . .,,. ° •°230 + "+ , , ' FINISHED GRADE AS SHOWN ON THESE PLANS. ,r +_ -„opo=o=o=oho °I°moo o ID 7 : t%'` " ° ° ° ° ° ° "--'4, - , ,► • 1T•" ___..,_ (--D-0--- --- - = 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. z Imim re < ic) ''�#� 4 ,_ 0. ?° ° 0 � '� .` 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND O Q LLI LLI ,, © ��, �``►� P. "� �� .� ° o 00 -....4,..,\ A, 00, ,t 'r :7 ,- 1� SITE PAVING. W ir \ II �---- j' � • �� +�� remin �� aii, r. , .... . 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 0 Li II 1- -rf 001P N, ,, ,c : no* ,, ,,,,„ ,, 74 .- 4:41'.---F00000114 :17,00, _ _ 510.... - * .�. 1:31:r _ IOr W ei W °I�L°7 .74 ° •i.,� . - vi 14110a ` A, 4 .__ M. 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INC. o If this drawing is not 22"x 34",it has been a_ reduced/enlarged.Scale accordingly. LEGEND : GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: Otak . LIMITS OF DISTURBANCE = = = = MI TEMPORARY SOIL STOCKPILE OTQn--...- 1. SEEDHER USEDAUTHORIZEDFORTEM: PORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS ,EXISTING CONTOUR (2 FT) - AREA (SEDIMENT FENCE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME A.A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE REQUIRED AT PERIMETER) "DRY WEATHER" CONSTRUCTION. "WET WEATHER" SEED MIX. Utak, Inc EXISTING CONTOUR (1 Q FT) - -2�0 CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 30 CONSTRUCTION STAGING AREA ` OCTOBER 1ST AND MAY 31ST. 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 97882 SEDIMENT FENCE (TO BE -x x x x CLEAN ROCK PAD FOR SOLID & I i 2. CREEPING RED FESCUE (20% BY WEIGHT) w.otak.con- ( _ C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE FUEL STORAGE, / 1. ANNUAL RYEGRASS (40% BY WEIGHT) -- 2. TURF--TYPE FESCUE (60% BY WEIGHT} ��.D PROP��s TREE PROTECTION FENCING p p AND METHOD OF CONTROL AREA) �5 F ////// I. G 1 N R /L' 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR 91573PE l STORM DRAIN so CONSTRUCTION PARKING AREA x k �` x �J� THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY (CLEAN ROCK PAD) x x ,. x x +' '� 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING di OREGON N� CATCH BASIN (WITH INLET a /1 WITH APPROVED MIX AND APPLICATION RATE. �� T� 3. �° �Q� PROTECTION) A \Al�,��/ a D. cx��° STRAW WATTLE SLOPE • 0000000000000 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, �(+ ' WOOD CHIPS, OR OTHER APPROVED MEASURES. CONSTRUCTION ENTRANCE ;!='='=' PROTECTION BMP 6‘4.--0.7- � '''� /� - EXPIRES: 12/31/2019 011111.111111b 1� STAMP - • '' ' 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, DRAINAGE FLOW DIRECTION SEDIMENT FENCE xx STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. ` TO BE INSTALLED AFTER GRADING) / r 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY DBG PRO P E R T I E S CONCRETE WASH AREA O R SEEDING AND MULCHING, EROSION �� WASH r: 4 IL.,4411/ CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING,;� ,.. Off. .j 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL - - + + •;;'"• o f ,f 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE CATCH BASIN (WITH INLET � ;� � � °s' 5 8 .W. �� / / - ° / SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) .,iE' �,N� ° ° i ', �, 4 TYP.-' ° 1 ,� 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF �•'' ag� '' ' , . °0o G1�� {� `' THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE a, i _401 'el / a o / ii I , REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT LIMIT OF CUT/FILL 'Pal 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. I •/ -.r • i / 1 \ 1 • - i '&r ` a I ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. Q If , 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF i ► 'ios:_e. ' � i i! ( �'6 �'! ° r SEDIMENT AND SEDIMENT-LADEN WATER. ` �`.:iic, _. :., ,lis :OUND __.....„,--.0-- / r� o° ° 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF E 8„. t `. Jr". „ o, if THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' ��./ FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE /' . � � r ! ' WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. . a / . _._11-. 1 ! / CO �+ 0 a r / moi•, �J ; , i o1/4 /1/ . 4* 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS Z PROJECT BOUNDARY ° G`/f t 7 _ SHALL BE PICKED UP AND DISPOSED IN THE TRASH. • ce- 41 1 .,K # r I I f I ° .--A �� ' fi� ''� / f c / 1 ' 1 13. AVOID PAVING IN WET WEATHER WHEN PAVING CH MICA 0 .--.."6‘�� , s • '; i 16If o o E LS CAN RUN OFF INTO THE STORM WATER SYSTEM. t 1 i ��' / �� .,„_.4.- ;® i ° ° 7I © 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. - r /444/ 3 IAF rj ! l� ° / / .. 1 ;:y. , ° t __leN 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENTCO I- /i,,;`> � ,i " ° f c1' ' t �! a / INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 1 [a ' _.„1 „_‘1..._ , - - 0 c•,,-; ,,. , / I 1 -7--/ llif it://: ! / // I- .e .� . '� 1` I ►' r 4..... : a ' EROSION A JD SEDIMENT CONTROL BNP IMPLEMENTATION: Ci��„ fry ' . / .,. '/ /�!%/ f ' fr ' ! j S ! ! JLLI ��' ., '� / o �,��' = n° °' °ill / i e i �7ii .,i . i 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BEE z F." ,� ' ��a °�� °ti ,' ' R '1� �; IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. / • ,' / 416 o` y �y °°f° °moi°'�°+� ! / r �; ,illip 2. ALL/i "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF ., °a t 5 84� �,1 '� f f , :y FINISHED GRADE A5 SHOWN ON THESE PLANS. rot }- �' - - �� • / ! ;,;�< �,% Ifs - 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. Z U) w 'fig` iir „ , , f ;�';`,� r;:= yi a0 z W .:0 ,, „ - ,-,,,i, '/,. � ' /11.1 �' �•! ti ` . i i 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTE AND LAN0 fat /, , , ,, I/ D DSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND Om 0 J"�/ , , SITE PAVING. W W TYP. - � / ifil �® TY' / � TYP.rig [ilk* t , < CC __I I- �� . .00. `�`'J r t ♦� , , .. / lit .: f 1 ! ' 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. O ° v. .„,,,, ,,,% -10, . -140.C..e." v. -40/ ___--- ..---\„, ,, i / 4 j ) ce . ,16 _ .-- r _ � ,may , -_. li f c , 0- .. t.. 0 -- . c / / ':‘ /411./iteekt'li), :••;:e4i-cm-_,..-77_, _ _.--- Et EZ CO 40000e 03 p 68 z 3c)----- - . Jiti _, , , , ,..„ /--- v -4;_illage --ibit„,„. . _ _ __,----- .....---- , # :.,..'1 Erlr , 11„, 0 Lu 0 (7) < .. : • _ / •`� r' ,!' if CONSTRUCTION NOTES: - .-- ° ramR8R951R8 Oil o / r I U W O ©I � ` --" 6 i , , ° ° ° `� °° 1 f -,�-' ;r ,'r ' J I INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. / ° r� !/ r j ;�`' TITLE V ��°� o ° ° ��o I� 1. ° ° ! 2❑ INSTALL CONCRETE WASHOUT STATION PER DETAIL b, PER SHEET EC3.0. # DATE DESCRIPTION W I Nt ° zoa �� 0 a I i' I XX ` ° ° ° -f -V"' 'IL INg 3D STOCKPILE LOCATION. iiiai 1 i I TYP. E W �� - 206 .+ / i� 4INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. zi Ir W 3 CO_ ' 2041 , 411irarrialiplippir % • f ? 5 INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. �, ' �, PTYP.0 'I PM/ f I W N N rzt- ///////11t., �" witit ,I s INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. p %-- I' - �, al I � CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. N. l i �� I I I j 1 / 6 PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.0. v 11 - ` '~ 1 REVISIONS o . �l ....... ,,,ah,,,0 � i• a INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. U 111 f/ U �,� l� �w nn �- / r �_ � ;,.r „�_��.;... i}� s INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1.u fY1� x IYs Ar ` �j��I� i a i GSd ' 1 -- OSS '/ �� ~! '.�� r ! ¢ - _ � ` � `_; 5LH KDC N +� � - _ . - T�� SSd SSd , J~.9 r,•� ,:.�. MIL r►'► 1 o PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING DRAWN BY CHECKED BY - �� . /LAW J'��-� �I �/I STORM DRAIN. 8o .� - ` ` - - - 14_, W I '. orAr"!:'�� `I �f,7 :`! 1■• �_ PFI SUBMITTAL 17 • • •.:::. • i'' ;• _• j-11Wit I� �1 1 CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD STATUS �_ . � '4' - - - V - ali ' -_":Y .- �'�' T �`_. "...I. r '." ��!'� !�, FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT t I 02!2612018 .�� x x x-x x-x-x x x x x Si x x x x x~ �x -z -r - x - _x ilk !} � Ior/:u . {/ MAINTENANCE. DATE �! Aga _ 2 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' 17052 4 , irr / DOWN DRIVE AISLE CUT. PROJECT NUMBER TYP. 6 © TYP.® © 10 /7 !! J 60' 0' 60' 120' N in-r-i-1-1 E C2 • 1N SCALE IN FEET02018OTAK, INC. o If this drawing is not 22"x 34",it has been reduced/enlarged.Scale accordingly. a k ,,.. 44 Otak, Inc 808 SW Third Avenue, Ste. 30 FOR FURTHER INFORMATION FCR FURTHER INFORMATION FOR FURTHER INFORMATION Portland, OR 97204 ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE CHAPTER s OF CLEAN WATER CHAPTER 4 OF CLEAN AIRIER l f CINAP1E1t 4 OF CLEAN WATER • 110 503. 287. 682E. mo SEDIMENT CONTROL AND SEDIN IIT COMB 11 { r EROSION O //'r www.otak"cOfT PLANING AMD DESIGN MANUAL. PLANNING AND DESIGN MANUAL \ 4 1 I\\ 4t \ _ • I y LNND�,<,�ED PLAN/NIG AND DESIGN MANUA.. �( 5 Q0� / pp I��`�I) + ,1ErGETA1XIN pd�� PGC'�y „, �yN• f CO ve a I*�t6 � aR :. • .•. .e •:Q. . . 91573PE 9l 4'"Fr ,, ��/ a :a:,.a..vL _:a . . . •',,...q.'..•••. PRELIMINARY ,_ :;;‘,1' :.,-,...- . �- @,•:�• ;. , d. 4 p;• OREGON � °IC + � IIL ,I 1''. . , / •' ••':e• •� D �• �•R ' .o � T13, 'Z Q- *AIL II�~'��r k'�•�b `�+�, // RADIUS + 26" ~ .v. . v ' �� F C �L��4 14101401$4,,k11 �_ 1111 `^ CLEAN PIT RUN OR 3'- r CLEAN ROCK p�P Q�°��n� �o��Ss EXPIRES: 12!3112019 MCf INIMUM OVERLJIP 4 DRIP LINE �� j�j/1x �1SUEIGRADE T `��U;�I STAMP -� GEOTEXTILE AS REQUIRED 01.615,...? ��•«••.+` :•:+:++#•++•! +••++•++•+ ` ' SEE NOTE N0. 36' DOMESTIC STUD TEE = CULTIVATE SpL TD c�1Fr►IE motors Nr MIL 4 + • • 4 « • • • • • . + • -;II.Jrf/ L + :•:•:•+ :•:•:•: ` : : : + + :•: + + , POSTS, ZIP TIE ATTACHMENT -�� PE DIanAR 1n SLAPE DEPTH + ♦ + • • + • • • r + # + , 1 + + + + • .. •+' + • + 4 + + 4 • + • 7 , (3) PER POST *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL DBG PROPERTIES r + + r r•' •+ + + + r a + r + + • • . . • - • • • + + - 4 • 4•' ! • • + , • + +▪ + + + + r • + +« + + + r + + + 4 r • • • • • • • • ! • • + + 4 • . • 4 4 • *+ * r + r + + + r r + + \ CRAM. CONSTRUCTION r+++r4a+ry •r • • +•+�+«++f# + - + . • +•••+• 'a•a•+• - ,•. n I n n ,n' i 5' CHAIN LINK FENCING ,��I� I40...„ . �1RANCE Q`I� ROMP LLC ••.J ••+r •• •• a+ • • + r••'• • ' �•'•'••• '•�•T• . 4•••••- •••• 4 4...�..♦..0 4,. .♦.'... ifl 4 , + 4•r•••• •••• ••••+•••+ ••+ -•• • • ..• +•••• •+•• •!•+ 111 I r- MOMENT • ! ♦ • 4 • • • • •• • • ♦ • • + + • • • • • - • • a 4 • 4' +, 4• ` e ; + «• 4 ••4.•••+ • + +•• ,+ • + • + � ....�•��a•.•�� .�•�'��♦�• r I� D a a +f. • • + «•+••+a+«•+.. ++• + • + • + • +.4.+-,• • + + +•a *•++• +• •+ + + ••• ' + + + • + 4 + • ! + • + -• ,• + . VEGETATION• • + 4 4 ! 4 + • . + ! + 4. • •� ........0%.- A r��•�) �,'`'`'`�`1`•�•` •�```'`�• !':��r� -.i'a.•_r'�•it \ _..� � � • ,,. 71.,.. • 4 •.#•• +• 4•+ 4 ••••••••••*. +•. . +• + ♦ .•a+4+ • }++++ +++++++++++•++•+ ,= ►�:li SWALEPRERGEP1uR ' '�`� �j1j�1��`j�1I��1`I :., ; ' , rt! Ih1 .' Itr •. " + _�� I_;. CRITICAL ROOT ZONE �_�- f`r� ��j`f •.:...;-.4.!.14'....'..:.:; .*•. • -# •.:► CONSULTANT i 1 1 •r+ ♦ + • ++ +4 • ••r•• • + # r a • • • + • • • 4 r .. -rte �f -- 6�= TO BE PROTECTED !••I- I� �' 0. • • • ��-' '• NOTE.• et, i , ,�,_ 0S10N �"' BARRIER EXISTING TREES TO REMAIN PER PLAN) -- PROTECT WITH 5 HT :. ►+' .. ey44�Il � ;elr1 .' v-• _ CREATE TRACKS TO NOTES: REQU D 0 TOE CF SLOPE. ( / TO ,.e i•' 'i' v!t' PLASTIC SHEETING CHAIN LINK FENCING AROUND DRIP LINE DURING CONSTRUCTION ;44l ,'�� i �_ pp�p � Tp SLOPE 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING • NEITHER TOP SOIL STORAGE NOR CONSTRUCTION MATERIAL SHALL ,+� �_"111111111�� ' OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR . r - CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. BE LOCATED WITHIN THE DRIP LINE OF TREE. FENCES SHALL BE IN �,��l�I 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. G 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE PLACE PRIOR TO BEGINNING CONSTRUCTION. ADJUSTMENTS TO THE \�♦1 i s �� THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. *\31. � 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION • LOCA TION OF PROTECTIVE FENCING MAY BE REQUIRED TO COMPLETE *\31 d �% ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED • FILTERING SYSTEM, NOTES: CONSTRUCTION OF PERMANENT FACILITIES. _� 5. DIMENSIONS 1, MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. - - @ SINGLE FAMILY 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. _ " 20' LONG BY 20' WIDE 8" DEEP OF �4" MINUS CLEAN ROCK. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON TREE PRO I LOTION DC I AIL _ - _ COMMERCIAL ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEC/TEXTILE 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE PLASTIC SHEETING SURFACE ROUGHENING CAT TRACKING CleanWater Services CONSTRUCTION ENTRANCE aeanWd1;4 es Ci) DRAWING NO. 810 REVISED 12-16 DRAWING NO. 830 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 IIMMI (f)Z W Q F FOR FURTHERINFORMA110M W N>!1 DESIGN GN GRIMMCSEE P CHAPTER 4 OF CLEAN WAITER/WAITERMAY BE USED SHORT TERM __�� - SERIES EIO■OII PREVQN1ION WI UTILITY WORK AND W/ - - - ANGLE FLIER FABRIC FENCE 110 AND SEDIMENT 00N1RCL , PHASING OF DEVELOPMENT ?h=:•� '"`a ASSURE SOL IS TRAPPED PLANNING AND DESIGN MANUAL I I Yal+t!�1�I�Te -� Ce O ;1"0:.,,.. cvv� w,• Ili maw n1i l rack W 11 iii4 Tv.vr- lir ¢ FLQ uitini:u .i I 111 - 111/ SII M s "�"I C zZiiwI ��i �� II II a��. L, p 1Ii1111.4', �.�,, of ax�lllGM ` turf it II INP Q il`_ s? 1 gni as trrn�l a uunll I� �� WOOD STATE ` 11'1♦lill$III' I' !♦111 11. _- m 1 Iunx J PLACE WATTLES ALONG SLOPE COII1tWIS. n�ilgl r� i�lrl ',1k-_ - Z PROFILE .ill ff _ --- W J fi 7 I , I % �� w P ►q 11itiIR * �rLar ,._ NOT TO SCALE - _ �-� 0 IN1ERLOSI�n rx r A VIEW4 � . �__ .iarM = _ :' _ _.. co ,,, ,_ - w o , POSTS AND ATTACH PLAN " =` _ ==F:_ _ _ "; NOT TO SCALE , _ = � AREA DRAIN IX Z Z yx,„r.: Q %HEAT STRAW. RVE :" „.„_,.,4-,I... ,:-.:;4..:kin.---1-04•.•;-41. CATCH BASIN Cil C� O 0 SWISHED LOOPS �/�/�p GRASS STRAW, • i':.-. �:i7$1. 4.1 t G~ -l' U JOINTS COCONUT =.5i,O10-•' a'.t.-,\y ?*•h'''• :iR�:iii��•, 3' MINIMUM E%CasIOR WATTLES ' :: r- , OVER rx r POs1s NOTES: .�r.. �.Y.•n. +.�.+� !,iiia+ii�.u., FROM TOE SLOPE 'V. ;:;:.d ml �,; LL_ 0 , ,:i r, � FLOW IHS.. ;1: 0 _ O 1. BURY BOTTOM OF FILTER FABRIC 6" f €;r . ldlll 1 l'HUJ 4 VERTICALLY BELOW FINISHED GRADE. r,iNll 'm 2. 2"x 2" FIR, PINE OR STEEL FENCE a V _ 11,1, ��Ii r-N>r lu' �.. 0 CC POSTS. ,m 11Ul `� 4-0� 3. POSTS TO BE INSTALLED ON UPHILL SECTION �� w iii ... +.nii; - - r II �p� " :' 0 w Lil `',/4 SIDE OF SLOPE- . , aorrou it ITV' FLOW +4 4. COMPACT BOTH SIDES OF FILTER a NOT TO SCALE III 1 I'. .• • %8 ,tom FABRIC TRENCH. STAI(NIO SPACING 0si • l e RV' TITLE - �. 5. PANELS MUST BE PLACED 4' O.C. .Inr+ ' - �lElt PERM T `'. ACCORDING TO SPACING ON DETAIL :24i"7':-- Milli o NO.940 ° 'e I }1lglElil{11i # DATE DESCRIPTION Oc6 VIDE .L _ Fi.O FLON I r��II�1liflhr XX Lu PROFILE ��' �- ar�l�r�rlul. CiiDITCH INLET PLAN VIEW t��'�R"i�,; NOT TO SCALE -Ia.I!;;IM ' ' IIINIMUIAO APPMG NOTES: :"' •:; ..: .+..•..+.+.....+,.++.«......,....•.......i ON n LCL 1. STAKING SPECIFICATIONS: 6" overlap of bags.:.,: .;•.�;.;.;:.,•;::•..•`;;4•.;.•.•:.;:;:.:.•;;:;.•:::e• ;; a. �•x2' SoaDEN srAK�s NOTES: a' • :•: ti:•t�ti : ,•40,,.�*:•.:•�-:•:':•:• . •3: a h. ADDITIONAL STAKES MAY BE INSTALLED ON 3 4•:;: :. s•::•'•:•::: :s•:•:•::•s�•'•:•:+•'•::::+•:•: FILTER FABRIC MATERIAL 1. ADDITIONAL MEASURES MUST BE a •••• .. •.. •• ••. ••• DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR •:.:•:; :•:;::,::,::;:. ;:• :::.•::.;:;.:.:.:.•::.•;:::;.:; WIDE ROLLS HIGHLY EROSIVE sat CONSIDERED DEPENDING ON SOIL TYPES. o ct1 •• ••,. ° 0 2. SPACING IN ACCORDANCE WITH DETAIL 940. cam€ A-ti •• :.... ; .;+ ,:;;,:,•:•; :1::;: :•:;. ;:,. , ••+•••«+•: o ++ 4,+•.•::sss •:•. :.,•,•,•:•,,•_,•,•::.:••.•'".•••••••• •.•, a 2. B10-FILTER BAGS SHOULD BE 3. REMOVE ALL ROCKS, CLODS, VEGEfAT10N OR �•••••••'" OTHER OBSTRUCTIONS SO THAT THE INSTALLED STAKED WHERE APPLICABLE USING (2) WATTLES WILL HAVE DIRECT CONTACT WITH THE REVISIONS PLAN VIEW SOIL. 1"x2" WOODEN STAKES OR APPROVED NOT TO SCALE 4. INSTALL THE WATTLES IN A 2' DEEP TRENCH, EQUAL PER BAG. O GUMMI SPACING - FOR FURTHER IVC A110N INSURING THAT NO GAPS EXIST BETWEEN THE g 1.-r FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE SOIL AND THE BOTTOM OF THE WATTLE.. THE 3. WHEN USING 30" BIO-BAGS TO CHAPTER 4 OF CLEAN WATER ENDS OF ADJACENT WATTLES SHALL BE ❑N RESIGN CRITERIA SEE FRONT VIEW SERVICES EROSION FADDISM A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER SLH KDC OVERLAPPED 1 FT. MINIMUM TO PREVENT v NOT TO SCALE Ne T CONTROL SEDIMENT PASSING THROUGH THE FIELD JOINT. HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION DRAWN BY CHECKED BY ti PLANNING AND DESIGN MANUAL ,� AND PLAN INGMAND DESIGN MANUAL. PFI SUBMITTAL OVERLAPPED BY 6 . o STATUS 0 8 SEDIMENT FENCE WATTLES INLET PROTECTION DATE 1z018 Wa!er Services Clear�Wa�r Services TYPE 4 Services DRAWING NO. 875 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 DRAWING NO. 915 REVISED 12-16 17052 PROJECT NUMBER rn v Co: w 0 cel ,_ E C 3 .1 0N ,. ©2018 OTAK, INC. -o a) o If this drawing is not 22"x 34",it has been ( reduced/enlarged.Scale accordingly. Otak . A k ON DESIGN CRITERIAS Otak Inc: FOR FURTHER INFOIMA110N CHAP= 4 CF CLEAN WATER 1r t1^ 808 SW Third Avenue, Ste. 300 PLANNING AND DESIGN MANUAL SLOPE 10 DRAN SACK 10 ___.._12. ~ r-- 503. 287. 6825 AND SEDIMENT C0NIROI. Portland, OR 97204 J �� l I I www.Otak.corr -•.. F._ -71, '-. DIRECTION OF MVO. ��G 4 N��R /� ..•. NMIRMCIIS RUN CUT AREA; GRACE 10 CRANI 1D WAIN � l :.:! . ti PRELIMINARY 4. _...._ 1 i I �y,s,,,AOREGON co TIP. 3, �� 1 ] < A... IF 1FDIPI.) 12' D. C H\�Q - __ J EXPIRES: 12/31/2019 J - a '' = = _ _- PLAN VIEW STAMP DBG PROPERTIES PLAN VIEW OvER wBiP$cu _�A, R TO LLC NTS (IGEN REQUIRED) _ DIRECTION OF TRAM. WAITER =PRY 10 IINKTAN - 14" OF WATER AT ALL 1II E1051110 GRADE - p. r 61CFi7ER BAC OR TIP. 111E i APPROVED ALTERNATIVE �;• 1 {GFGN REQUIRED) 1% GRADE •. l _ _ i { 1 .. CONSULTANT •° SII'-1�1•=!=.e_"!'�•-, sal. ,:„,:...:..:.,:._:._:.,:„: 4:4-ii. 0 was lir OA NOM rlM o,. .... . • ... _ •.. 11=. =11' • •••-• • •••;• ` :•• • •'• • • ••• • • • • '-IIJ51I BA COUlE =• .._.IP- ... .._. . . .t. II Il= Ii1.111:=11..;A.II;I11= AsTREgUIRED MA -�11_n NON-WOVEN GEOTEKTILE PROFILE PROFILE N91ES: NOTES: t. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT MR PURISM INFORMATION AS NEEDED TO PREVENT TRACKING FROM TIRE 0111 DU NN COMM SEE WASH; SEDIMENT DIM LADEN WATERAMAY BE PIPED TO S4OF CLEAN WARM 1. BIO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. AN APPROVED SEDIMENT TRAP. IT CONTROL 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING (2) 1•x 2" WOOD STAKES OR 2. USE GEOlEXT1LE FABRIC NTH AGGREGATE FOR A RXNNNO AND DEIGN YMRIN' APPROVED EQUAL PER BAG. TEMPORARY TIRE WASH. OUTLET PROTECTION RIP RAPaearAVab;Nir Services TIRE WASH-(DRIVE- THROUGH) aeanwater''4\rservices DRAWING NO. 820 REVISED 12-16 DRAWING NO. 870 REVISED 12-16 CI) Il U) Z W 2 W 0 J IX 0 Q zz O- z° Ct aCEJ o ° CrU Cr) o Q Z z 130 ° O J � oCO W ° � O L- Orrt LL 0 Cr W TITLE # DATE DESCRIPTION u XX w ro E m z 0 cc m J cn3 0 co 0 w N 0, N- ti 6 -En REVISIONS a 0 .c _c_ KDC v DRAWN BY CHECKED BY N o PFI SUBMITTAL o STATUS 0 N- ,--- --- ti - cu 02/26/2018 cu .o DATE a 17052 2 PROJECT NUMBER LCD CO 0 N c•7 E C 3 EC3 . 1 N U- ©2018 OTAK, INC 0 m 5 If this drawing is not 22"x 34"•it has been a reduced/enlarged-Scale accordingly.