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Plans (3) BU P2018 -00092 RECEIVE RPR 0 2 2018 ,miiiii000.10-2 . imi H E F. I E LE D S APART IVI E 1\1 TS Otak CIU'DINGOFTIGARi) B16. TI N V SH )Qtak Architects, Inc. 808 S , Th • Avenue, Suite 300 I 'ortland, OR 97204 ain 503.287.6825 www.otak.com 4� 372E BRIAN R.FLEENER' PROJECT TEAM DRAWING SHEET INDEX • %)0RTLANIMir ARCHITECT OWNER/DEVELOPER A2-0.01 COVER SHEET A2-2.01 BUILDING 2 FLOOR PLAN LEVEL 01 AX-8.11 INTERIOR DETAILS-FIRE RATED DETAILS • /� A2-0.02 REFERENCE SITE PLAN A2-2.02 BUILDING 2 FLOOR PLAN LEVEL 02 AX-8.12 INTERIOR DETAILS-FIRE RATED DETAILS V, a OTAK ARCHITECTS, INC. DBG PROPERTIES LLC A2-2.03 BUILDING 2 FLOOR PLAN LEVEL 03 AX-8.13 INTERIOR DETAILS 3/29/2018 808 SW THIRD AVENUE, SUITE 300 2164 SW PARK PLACE PORTLAND, OR 97204 PORTLAND, OR 97205 S0.01 GENERAL NOTES-APARTMENTS A2-2.04 BUILDING 2 FLOOR PLAN LEVEL 04 AX-8.14 INTERIOR DETAILS PHONE: (503)415-2393 FAX: (503)415-2304 PHONE: (503)2242554 FAX: (503)223-4463 S0.02 GENERAL NOTES-APARTMENTS A2-2.05 BUILDING 2 ROOF PLAN AX-8.15 AIR SEALING COMPARTMENTALIZATION STAMP CONTACTS: MATT NEISH, CHRISTINA KWIECIENSKI CONTACT: SKIP GRODAHL S2-2.01 FOUNDATION PLAN-BUILDING 2 A2-2.11 BUILDING 2 REFLECTED CEILING PLANS AX-8.20 STAIR DETAILS LANDSCAPE ARCHITECT S2-2.02 SECOND FLOOR FRAMING PLAN-BUILDING 2 A2-2.12 BUILDING 2 REFLECTED CEILING PLANS AX-8.21 ELEVATOR&MECH SHAFT DETAILS OWNER CONTRACTED CONSULTANTS 52-2.03 THIRD FLOOR FRAMING PLAN-BUILDING 2 A2-3.01 BUILDING 2 EXTERIOR ELEVATIONS AX-9.01 WASTE ENCLOSURE OTAK, INC. S2-2.04 FOURTH FLOOR FRAMING PLAN-BUILDING 2 A2-3.02 BUILDING 2 EXTERIOR ELEVATIONS 808 SW THIRD AVENUE, SUITE 300 CONTRACTOR S2-2.05 ROOF FRAMING PLAN-BUILDING 2 A2.4.15 BUILDING 2 BRIDGE PLAN,SECTIONS&ELEVATION EC0.0 COVER SHEET&GENERAL NOTES -' ---d--r-luA -n-Lr.--C14-1_, PORTLAND,(503)2R 77204 -682 DBG PROPERTIES LLC S2-3.01 SHEARWALL PLAN-BUILDING 2 EC1.0 CLEARING &DEMOLITION PLANS(1 OF 2) D�� PROPERTIES p O p C Q T C �+ PHONE:O }CAITLIN NORTH 2164 SW PARK PLACE S2.4.01 SHEARWALL ELEVATIONS-BUILDING 2 AX-4.11 WALL SECTIONS EC1.1 CLEARING &DEMOLITION PLANS(2 OF 2) r R r E R I E S CONTACT: KAITLIN LLC PORTLAND, OR 97205 58.01 FOUNDATION DETAILS-APARTMENTS AX-4.12 WALL SECTIONS EC2.0 GRADING, STREET AND UTILITY CONSTRUCTION CIVIL ENGINEER PHONE: (505)402-0091 58.02 FOUNDATION DETAILS-APARTMENTS AX-4.13 WALL SECTIONS EC2.1 GRADING, STREET AND UTILITY CONSTRUCTION OTAK, INC. CONTACT: TYLER COLEMAN808 S8.03 FOUNDATION DETAILS-APARTMENTS AX-5.01 STAIR 1 PLANS&SECTIONS EC3.0 EROSION CONTROL DETAILS PORTLAND, OR 97204 THIRD AVENUE, SUITE 300 STRUCTURAL ENGINEER S8.04 BRIDGE DETAILS AX-5.02 STAIR 2 PLANS&SECTIONS EC3.1 EROSION CONTROL DETAILS CONSULTANT PHONE: (503)415-2408 ENAYAT SCHNEIDER SMITH ENGINEERING, INC. S8.21 FLOOR FRAMING DETAILS-APARTMENTS AX-5.03 ELEVATOR&MECHANICAL PLANS &SECTIONS CONTACT: KYLE CHILDERS 3141 WALNUT STREET, SUITE 203A 88.22 FLOOR FRAMING DETAILS-APARTMENTS AX-5.11 UNIT PLANS ARBORIST DENVER, CO 80205 S8.23 FLOOR FRAMING DETAILS-APARTMENTS AX-5.12 UNIT PLANS PHONE: (720)904-1234 TERAGAN &ASSOCIATES, INC. CONTACT: WAHID ENAYAT S8.31 ROOF FRAMING DETAILS-APARTMENTS AX-5.13 UNIT PLANS 3145 WESTVIEW CIRCLE 58.32 ROOF FRAMING DETAILS-APARTMENTS AX-5.14 UNIT PLANS LAKE OSWEGO, OR 97034 GEOTECHNICAL ENGINEER S8.41 SHEAR DETAILS-APARTMENTS AX-5.15 UNIT PLANS PHONE: (503)697-1975 FAX: (503)697-1976RHINO ONE GEOTECHNICAL 58.42 SHEAR DETAILS-APARTMENTS AX-5.16 UNIT PLANS CONTACT: TERRENCE FLANAGAN 4610 NE 77TH AVE, SUITE 126 AX-5.17 UNIT PLANS MECHANICAL, ELECTRICAL & PLUMBING ENGINEER VANCOUVER,WA 98662 A2-0.11 BUILDING 2 CODE SUMMARY AX-5.18 UNIT PLANS PHONE: (360)258-1738 .A2-0.12 BUILDING 2 CODE PLANS LEVEL 01 -02 AX-8.01 EXTERIOR DETAILS-OPENINGS MFIA, INC. CONTACT: RAJIV ALI A2-0.13 BUILDING 2 CODE PLANS LEVEL 03-04 AX-8.02 EXTERIOR DETAILS-OPENINGS 2007POR L ASHOR, 9STREET1 GREEN BUILDING CONSULTANT A2-1.01 BUILDING 2 VERTICAL CONSTRUCTION ASSEMBLIES AX-8.03 EXTERIOR DETAILS-SIDING PHONE: (503)ND, 234-0548 97214 A2-1.02 BUILDING 2 HORIZONTAL CONSTRUCTION ASSEMBLIES AX-8.04 EXTERIOR DETAILS-FOUNDATION PHONE: FAX: (503)234-0677 EARTH ADVANTAGE CONTACT: JAMES L. TORMEY 623 SW OAK ST, THIRD FLOOR A2-1.11 BUILDING 2 SCHEDULES AX-8.05 EXTERIOR DETAILS PORTLAND, OR 97205 A2-1.12 BUILDING 2 SCHEDULES AX-8.06 EXTERIOR DETAILS-ROOF PHONE: (503)968-7160 X23 A2-2.00 BUILDING 2 SLAB PLAN AX-8.07 EXTERIOR DETAILS . CONTACT: ERIC FOLEY PROJECT INFORMATION ABBREVIATIONS SYMBOLS VICINITY MAP ENERGY CODE COMPLIANCE S'TENUMBER GB GRAB BAR PERF PERFORATED, & AND GPM GALLONS PER PERFORATE LEGAL DESCRIPTION: C L CENTERLINE MINUTE PLAM PLASTIC � � � 2S1010001600 AC ACRE GYP GYPSUM LAMINATE L-=.J • ASSEMBLY TAG ' ACC ACCESSIBLE PL PLATE, TOTAL SITE: 14.88 ACRES AED AUTOMATED HB HOSE BIB PROPERTY LINE :. $QVf�I'I? Version 4.4 EXTERNAL HC-PHB HOLLOW CORE PLYWD PLYWOOD O CO �9°�� TLGARD ' EflOPe N-51TE IMPS (BLDGS): 69,091 SF (1.59 ACRE) AFF ABOVE FINISH FLOOR HARDBOARD PNT PANTPANEL WINDOW TAG O RVIOUSDEFIBRILLATOR PRIMED PNL complianceCe ca ON-SITE IMPERVIOUS(ROADS,WALKS): 227,986 SF(5.23 ACRE) I �`� TC WEST y ADJ ADJUSTABLE HDR HEADER PR PAIR .`••, *AL STATION ZONING: AHU AIR HANDLING UNIT HDW HARDWARE PREFIN PREFINISHED eD, ALUM ALUMINUM HM HOLLOW METAL PREPR PRE-PRIMED DOOR TAG ` S� LLJ :��.pra =: • MUE (PD) APPROX APPROXIMATE HORIZ HORIZONTAL PT PRESSURE Al APT APARTMENT HR HOUR TREATED, N • y�4,1<) �R EXISTING USE: VACANT LAND BD BOARD HVAC HEATING VENTILATION POST TENSION NORTH ARROW • `S i-i. EnvORPOWOOI BDRM BEDROOM AND AIR R RISER, RADIUS PROPOSED USE: 4 STORY WOOD FRAMED APARTMENTS. - BLDG BUILDING CONDITIONING R& S ROD AND SHELF ♦ BLKG BLOCKING RCP REFLECTED J Ce `\ �'v �` - t;&Laor1n" °` eali " `,r,rn PARKING BM BEAM IBC INTERNATIONAL CEILING PLAN(S) 1 r -- <14\ , 'vatftikilliodOevfraiire.trit: . ill*"" 41>~ BOT BOTTOM BUILDING CODE RD ROOF DRAIN DETAIL TAGS`\ �� STANDARD PARKING STALLS ARE MINIMUM 8.5'x 18.5'. BRBEDROOMICBO INTERNATIONAL REFREFERENCECM1 -8.01 -�-, 'A4-8.01 41:1C \ `�` t ��� " ACCESSIBLE PARKING STALLS ARE MINIMUM 8.5'X 18.5'WITH 5'AISLE. CONFERENCE OF REEL REFLECTED �-� �� J COMPACT PARKING STALLS ARE MINIMUM 7.5'x 16.5'. CIP CAST-IN-PLACE BUILDING REFR REFRIGERATOR on Envelope A ett�bll sand Req�lrerfle s'Cl t CJ CONTROL JOINT OFFICIALS READ REQUIRED 0 PROJECT :. • TOTAL PARKING REQUIRED #OF STALLS CL CLOSET IN INCH REST RESTROOM A41D 3 EXTERIOR ELEVATION TAG 0 SITE CLG CEILING INFO INFORMATION RM ROOMCC TOTAL SURFACE STALLS 428 CLR CLEARANCE) INSUL INSULATE(D), (ION) RO ROUGH OPENING Q Cl')W MAX. COMPACT SURFACE STALLS 50%OF TOTAL CMU CONCRETE UNIT INT INTERIOR N W TOTAL ACCESSIBLE STALLS 9 MASONRY SAME SELF-ADHERINGseml CPT CARPET JAN JANITOR'S MEMBRANE 1C ID 1A INTERIOR ELEVATION TAG I` (PER OSSC 1106.2) COL COLUMNS JST JOIST FLASHING Z • \ CONT CONTINUOUS SD SMOKE mum iL' co TOTAL PARKING PROVIDED 428 1 B i 0 \ CONC CONCRETE KDHM KNOCK-DOWN DETECTORI2e TOTAL STANDARD STALLS 233 CORR CORRIDOR HOLLOW METAL SF SQUARE FOOT TOTAL COMPACT STALLS 184 KIT KITCHEN SHTHG SHEATHING W (l) ❑ W TOTAL ACCESSIBLE STALLS 11 D DRYER SIM SIMILAR a Alk BUILDING SECTION TAG O DBL DOUBLE LAM LAMINATE SPEC SPECIFICATION ��1 �.01 = ° < 0 GENERAL NOTES DF DRINKING LAUN LAUNDRY STD STANDARD _ �/ ► BUILDING DATA FOUNTAIN LD LOAD STL STEEL I- U DIA DIAMETER LGT LIGHT STOR STORAGE 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT NUMBER OF DWELLING UNITS 264 DIM DIMENSION LN LINEN STC SOUND 1 WALL SECTION TAG SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS PARKING PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF CONSTRUCTION TYPES VA-APARTMENTS DN DOWN LVT LUXURY VINYL TRANSMISSION 4-4.11 TITLE BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL VB-CLUBHOUSE DR DOOR TILE CLASS TOP OF SLAB FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. NUMBER OF FLOORS 4 DS DOWN SPOUT LW LIVE/WORK STRUCT STRUCTURAL 100'-0" S ELEVATION DATUM # DATE DESCRIPTION CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR BUILDING AREA SEE SITE PLAN SHEET A-0.02 DU DWELLING UNIT SV SHEET VINYL DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BUILDING HEIGHT 44'-0"+1-TO TOP OF HIGH ROOF DW DISHWASHER MAINT MAINTENANCE INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND PROCEEDING WITH THE WORK. DWG DRAWING MAIL MATERIAL T TREAD RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR MAX MAXIMUM TEMPERED A.1 GRID LINE/GRID BUBBLE LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE EA EACH MDF MEDIUM DENSITY T&G TONGUE & HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS RESERVED. DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING UNIT MIX EJ EXPANSION JOINT FIBERBOARD GROOVE COPYRIGHT 2018. WITH THE WORK. EL ELEVATION MECH MECHANICAL TB TOWEL BAR ROOM TITLE ELEC ELECTRICAL MEMB MEMBRANE TEL TELEPHONE ROOM NAME 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS ELEV ELEVATOR MFR MANUFACTURER TG TEMPERED OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF SEE SITE PLAN SHEET A-0.02 FOR UNIT MIX INFORMATION. EP ELECTRICAL MIN MINIMUM GLASS OT TEMPERED GLAZING SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS PANEL MIRR MIRROR(ED) THK THICK, ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER ARE COMPLETED. EQUIP EQUIPMENT MISC MISCELLANEOUS THICKNESS EXECUTION OF THE CONTRACT. EQ EQUAL MO MASONRY TO TOP OF 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE EXIST EXISTING OPENING TP TOILET PAPER REVISION TAG AND CLOUD REVISIONS 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP EXT EXTERIOR MTL METAL T/S TUB/SHOWER SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A EDGE, OR AS NOTED. TYP TYPICAL CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY FC FIBER CEMENT N NORTH INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION FCP FIBER CEMENT NA NOT APPLICABLE UL UNLIMITED OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND PANEL NIP NOT IN THIS UNO UNLESS NOTED Author Checker CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FBGLS FIBERGLASS PACKAGE OTHERWISE R E LAT E D PERMITS 1 REVIEWS DRAWN BY CHECK BY SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS FD FLOOR DRAIN NO NUMBER UNFIN UNFINISHED PERMIT SET OWNER. EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES FEC FIRE EXTINGUISHER NR NON RATED (CLEARANCES REQUIRED)FROM THE MANUFACTURERS PRIOR TO CABINET NTS NOT TO SCALE VCT VINYL • PDR2017-00004 PLANNED DEVELOPMENT REVIEW STATUS 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND FIN FINISH COMPOSITION • SLR2017-00005 SENSITIVE LANDS REVIEW THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE ACCESSORIES. FLR FLOOR OC ON CENTER TILE • MLP2017-00009 MINOR LAND PARTITION 03.29.2018 ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH FND FOUNDATION OCC OCCUPANT(S) VERT VERTICAL • PFI2018-00049 PFI SUBMITTAL DATE WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FO FACE OF OCCUPANCY(IES) VRFY VERIFY • XXXXX SITE DEVELOPMENT SUBMITTAL UNLESS INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECTS SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOC FACE OF CONCRETE OLF OCCUPANT LOAD VS VERSUS 17052 CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE FOF FACE OF FINISH FACTOR W WASHER DEFERRED SUBMITTALS PROJECT NUMBER ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED FOS FACE OF STUD OPP OPPOSITE W/ WITH TO THE COPYRIGHTS. ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY FOW FACE OF WALL OPNG OPENING WD WOOD ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS FRP FIBER REINFORCED ORD OVERFLOW ROOF WH WATER HEATER METAL GUARDRAILS AND HANDRAILS 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. PLASTIC DRAIN WIC WALK IN CLOSET •• METALCOMPGUARDRAILS E WOODEN FLOOR HJANDRAILS LSS CITY OF TIGARD MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN FT FEET OSB ORIENTED WIN WINDOW • WOOD ROOF TRUSSES Approved byPlanning A2.0 . FTG FOOTING WALL STRAND WP WATERPROOF 01 CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY FT FEET BOARD WR WATER • SPRINKLER SHOP DRAWINGS pP z g ©2418 OTAK,INC. WORK OF ELEMENTS RESULTING IN CONFLICTS. OSSC OREGON RESISTANT • PRE-MFR BRIDGE Date: �`' GA GAUGE, GYPSUM STRUCTURAL WRB WATER Initia - If this drawing is not 24'x36',it has been ASSOCIATION SPECIALTY CODE RESISTANT reduced/enlarged. Scale accordingly. GAL GALVANIZED OVFL OVERFLOW BARRIER 1 BLDG AREA UNIT COUNT SITE NOTES a BUILDING NO. NO. OF TOTAL GROSS1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. BUILDING NO. TYPE 'A' UNITS TYPE 'B' UNITS TOTAL CUSTOMER COMPARTMENT REACH RANGE MUST BE FLOORS BLDG AREA (SF) WITHIN 48"AND 28"AFF. SEE A3-9.01 FOR ADD INFO. BUILDING #1 4 49,64$ BUILDING #1 3 (2) 1 BD, (1) 2 BD 53 56 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL Otak chitects, �I I SERVICE THAT MAILBOXES COMPLY WITH USPS 80: " Th • Avenue, Suite 300 REQUIREMENTS. 'ortland, OR 97204 BUILDING #2 4 41,812 BUILDING #2 3 (2) 1 BD, (1) 2 BD 45 48 rain 503.287.6204 3. SEE SITE DEVELOPMENT SUBMITTAL FOR ADDITIONAL www.atak.co 5 BUILDING #3 1 3,342 BUILDING #3 0 0 0 0 INFO. • BUILDING #4 4 50,848 BUILDING #4 3 (1) 1 BD, (1) 2 BD, (1) 3BD 45 48 4. SEE CIVIL FOR ADA PARKING INFORMATION r BUILDING #5 4 49,648 BUILDING #5 3 (2) 1 BD, (1) 2 BD 53 56 BRIAN R.FLEENER4 BUILDING #6 4 58,671 BUILDING #6 3 (1) 1 BD, (1) 2 BD, (1) 3BD 53 56 TOTAL 253,969 TOTAL 15 249 264 LEGEND PORn lND,OR • •••••• ACCESSIBLE PATH OF 0 3129/2018 STAMP PROJECT INFO ..1".. _ TAX MAP I LOT NOS: WASHINGTON COUNTY TAX MAP DBG PROPERTIES 2S10100 TAX LOT 1600 LLC ZONING: MUE(PD) CONSULTANT • Lc. . • 7.,..7. ,....- ---- ---- __...- ---- • / r-� ("------\r4 s . .2:-.):-:---- I::V 111,% PJB . , i' " -T...s, • # : if: G�� a\....-- 4 • • :1• \_... _ _ s • 1 111117 1 7111/ L\ \ 2_ ) • ., .„. . / . • ....... i . -z. ...„..., 0 . IrPie it • 111)1.' ..i. \ • 7 / \ \ \ ,W=i,,.., / /. Ce PEDESTRIAN PATH . • • • 50' DEN/ELOPEMENT \ ` , ® u a `; ... �� BUFFER ' b f A • • w • l as 1.7:-\s..,.\--, C//: i \\ • . l", ° ,� r PROPERTY LINE .. <IC ill Ca i• `� / ® 7 :, , L.A..• �r\-\-\--\--\---\-:: a a aa o al ra�� oagarar0r7ualaiala+aaiaaIa a aL < � • ,. I ��4 �47 ,. 1 I� u) CNI PEDESTRIAN • • / P."::_ :, ,r �;•,.; • r ® w� W N ACCESS BRIDGE , /' r ) • �- ` : ,„z-0 _ o a a a a a a a a a a a a 713 a , o y �� `�-- .`� STORMWATIR N WACCESSIBLE , • ' , , _ s *+ *. —TREATMENT :' NN- V ' FAC LITY W Z O Z RAMP • 1114,..A All / • i , ° ' -4 .' r6 ` ' ■■■�I �/ • "° ,-A-4,. 1 PEDES IAN �...• ,, r,. ACCT= S BRIDGE o 0 "'V' • lee „ � / idl cn "' x •_a..i.r. •'EN SPACE , liZ;i]ii;i:1-ii_j:1;i:.. 10W�, STOfM WATER r I _ ( �.L• °; \ m LA TYP _ PEDESTRIAN �" °;' ► MI O Q1 ..... ..., _. ........ - P ITER CLUSTER _ = L.tJ �� 1 . ,, MAILBOXES _ ACCESS BRIDGEMI �, , . �' = CO {� 1 WALL �4 I RETAINING II:: a arm ypf 64 cry r r SEE C -1 ._ _. � .: �- rE�. r< 4, e SWIMMING ,� -;.., `�.�- POOL AR r BLDG "t' > 5 B L L.►G w TITLE 4 L NOTE; SEE SITE DEVELOPMENT PACKAGE ' v EA►. . - g \ BLDG 1 „ I I I , (SEPARATE ,� _ .A ,• 6 1 _ 1;1i•1i� • - a -275 ". 1 F=202.5 F :7 2 -, �.{ FOR LANDSCAPE PLANS - - ._. - .� _ . n n _ �.... . .. . 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If this drawing is not 24"x 36",it has been -0.0 SCALE: 1"=60'-1" reduced/enlarged. Scale accordingly. LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES Otak DESIGN LOADS 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 INSTITUTE, EXCEPT AS NOTED OTHERWISE. ._„,err- A L. B. ASCE 7-10 STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. USE STRENGTH (PSI) W/C RATIO SLUMP(IN) AIR (%) INTERIOR SLAB ON GRADE 3 000 0.55 4-6 0-2 1.ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH U.N.O. NOTED ON THE 2.ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL Otak Architects, Inc. 2. ROOF LOAD(APARTMENTS): 2. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON DRAWINGS. BE MANUFACTURED DESIGNED BY AN APPROVED MANUFACTURER. - A. SNOW LOAD 25 PSF+SNOW DRIFT AS NOTED THE STRUCTURAL CONTRACT DOCUMENTS. DO NO SCALE THE STRUCTURAL FOOTINGS/FNDN WALLS 3,000 0.50 2-4 5-7 808 SW Third Avenue, Suite 300 B. LIVE LOAD/CORRIDORS 20 PSF ALL OTHER STRUCTURAL 3,000 0.55 2-4 4-6 2. LUMBER GRADE SHALL BE AS FOLLOWS: Portland,OR 97204 CONTRACT DOCUMENTS. CONC. NOT NOTED . MEMBERS SHALL NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: main 503.287.6825 C. DEAD LOAD(TRUSS TOP CHORD} 11 PSF A. EXTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.O.NON DRAWINGS ROOF LIVE= U360 ROOF DEAD= L/240 D. DEAD LOAD(TRUSS BOT. CHORD) 9 PSF 3.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,AND LOW CALCIUM (CLASS F)FLY ASH MAY REPLACE CEMENT BY EQUAL MASS UP TO B. INTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.O. ON DRAWINGS FLOOR LIVE=U480 FLOOR DEAD=U240 www.otak.com E. DEAD LOAD(TOTAL) 20 PSF CONDITIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING,AND CML 30%OF TOTAL CEMENT WEIGHT. C. JOISTS: AS NOTED ON DRAWINGS 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 w • . " 2. ROOF LOAD(CLUBHOUSE): 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 ' rK11 ,s' 4 A. SNOW LOAD 40 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 'I' G I N F `.2* B. LIVE LOAD 100 PSF 4.THE SIZE,WEIGHTS AND LOCATIONS OF ALL EQUIPMENT PADS, ROOF MOUNTED EACH 2000 S.F.OF POUR. CYLINDERS SHALL BE TESTED AS FOLLOWS: COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. TRUSS DESIGNS SHALL C. DEAD LOAD(TRUSS TOP CHORD) 15 PSF(INCLUDES GREEN ROOF) MECHANICAL UNITS,AND PENETRATIONS REQUIRED FOR MECHANICAL, ELECTRICAL, ONE(1)AT SEVEN(7)DAYS.THREE(3)AT TWENTEIGHT(28)DAYS.AND ONE(1) 3.ALL MEMBERS 3x OR LESS(LEAST DIMENSIONS)SHALL BE KILN-DRY WI 15% INCLUDE ALL MEMBER FORCES AND COMBINED STRESSES FOR VERIFICATION. Qc 8r -Y •!r /*,. D. DEAD LOAD(TRUSS BOT. CHORD) 10 PSF AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR.ALL PENETRATIONS HOLD. MOISTURE CONTENT, MAXIMUM AT THE TIME OF DRYWALL INSTALLATION. SUBMITTAL SHALL ALSO INCLUDE ALL I.C.B.O.APPROVAL INFORMATION. E. DEAD LOAD(TOTAL) 25 PSF ARE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. * • 3. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL 4. PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING. 5.ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN A MEMBER WITH A 3. FLOOR LOAD(APARTMENTS): 5.ANY CONTRACTOR INDUCING LOADS ON THE STRUCTURE NOT SPECIFIED ON THE CONFORM WITH THE SPECIFICATIONS CONTAINED IN THE A.C.I. "MANUAL OF MINIMUM TRANSFER AT ANY MEMBER OF TWO THOUSAND(2,000)LBS. 1 A A. LIVE LOAD(TYPICAL FLOOR) 25 PSF+SNOW DRIFT AS NOTED CONTRACT DOCUMENTS MUST OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER CONCRETE PRACTICE". 5.ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE -40 G. ettP B. LIVE LOAD STAIRS 20 PSF PRIOR TO ERECTION. PRESSURE TREATED IN ACCORDANCE WITH A.W.P.A. STANDARD C-2. PRESSURE- 6.CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH ONE(1)SIMPSON H2.5A C. DEAD LOAD(TRUSS TOP CHORD) 42 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. I EXPIRES: 12/31/ Iq i D. DEAD LOAD(TRUSS BOT. CHORD) 8 PSF 6.FIELD ALTERATIONS FOR ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED QUALITY MARK. E. DEAD LOAD(TOTAL) 50 PSF WITHOUT APPROVAL FROM THE ARCHITECT/ENGINEER 5.ALL CONCRETE IN CONTACT W/SOIL SHALL BE TYPE I OR II 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- A. GROUND SNOW LOAD Pg 25 PSF 7. BLOCK ALL SHEAR WALL SHEATHING WITH 2 x 4 FLAT BLOCKING AT ALL EDGES. WALLS FOR MINIMUM OF 300 PLF, U.N.O. ON DRAWINGS _ 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 >� C. EXPOSURE FACTOR Ce 11_0 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 �Th D. THERMAL FACTOR Ct 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. E. IMPORTANCE FACTOR 1_0 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 31/2"LONG REQUIRED TO PROVIDE A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM. 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 ;�\ '';, ,�f 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 ; _-'Yw,Att D. RISK CATEGORY H 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 NFPA.THE DRIVEN NAILS OTHER THAN"COMMON"NAILS MAY BE USED IF PRODUCT DATA IS Eneyat ►�_' E. INT. PRESSURE COEFF.,GCPi ±0.18 LOCATIONS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT CONTRACTOR SHALL PROVIDE SPRINKLER SHOPS TO THE TRUSS MANUFACTURE FOR Schneider a" ,.r- 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. COORDINATION OF HANGER LOCATIONS AND MAINLINES Smith VII_;;' TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY ��f„� 'z,,, `, 9. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1-0", EXCEPT AT PLYWOOD ` 3141 WALNUT STREET, STE.203A THE PROJECT ARCHITECT AND ENGINEER. 9.CONTRACTOR SHALL SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION11.TRUSSES ATTACHED TO A WOOD LEDGER SHALL USE A TOP FLANGE HANGER OR JOINTS NOT DETAILED IN THE STRUCTURAL DRAWINGS. FLOORS WHERE MINIMUM DIMENSION SHALL BE 2'-0", UNLESS ALL EDGES OF THE BE TOP CHORD BEARING DENVER, COLORADO 80205 35 psf 30psf 35 psf 11. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING. 720.904.1234 www.essdenver.com CONDITIONS WHICH ARE NOT KNOWN DURING DESIGN OR ARE AT VARIANCE WITH THE 10. BOND NEW CONCRETE TO EXISTING CONCRETE WITH AN APPROVED BONDING 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. 4i 2 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 8. io 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, u O CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ALL DISCOVERIES HE BUILDING U 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 c. 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 `co Q LOADS SHOWN ARE SUCH DISCOVERIES. WOOD PRESERVERS BUREAU)QUALITY MARK. ESS'S NAME AND LOGO FROM ALL SHEETS. ULTIMATE UNLESS it 12.ALL LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 110 pcf. N 1 NOTED ' - 2 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 ,� Zia w 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"_ ( 6'6'1_1 13.THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING AVAILABLE 13. DOUBLE UP STUDS AT CORNERS AND JAMBS OF OPENINGS LARGER THEN 6'-O"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 II AND DRAWINGS FORM OTHER DISCIPLINES.THE CONTRACTOR SHALL COORDINATE ALL 3. PLACE 2'-O"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_016.ALL HEADERS NOT NOTED SHALL BE A MINIMUM(2)2x8 WITH(1)2x6 T&KAT • 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 E. RESPONSE MOD FACTOR(R) 665 OMISSIONS,CONTRADICTIONS, OR AMBIGUITIES IN THE PLANS/OR SPECIFICATIONS ACCORDANCE WITH A.C.1. 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 lumm 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 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 SHALL 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 LLJ K. ANALYSIS PROCEDURE= EQUIVALENT LATERAL FORCE ANALYSIS SHALL PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING MW L. SEISMIC FORCE-RESISTING SYSTEM(S)=BEARING WALL SYSTEMS 16.THE CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER, CLEARLY AND 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. c 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. G M. BASE SHEAR(ULTIMATE) • 2"TO EARTH FACE OF WALL 8.ALL DEFERRED SUBMITTALS SHALL BE ATTACHED TO THE PRIMARY STRUCTURE THE CONTRACT DOCUMENTS.CONTRACTOR SHALL NOT BE RELIEVED OF ANY a. BLD 1 = 181 K REQUIREMENTS OF THE CONTRACT DOCUMENTS BY VIRTUE OF THE STRUCTURAL • 1 1/2"TO INSIDE FACE OF WALL 19. PROVIDE ONE 1/4"x3"x3"MINIMUM GALVANIZED PLATE WASHER(CONFORMING TO WITH A PINNED CONNECTION. MOMENT CONNECTIONS TO THE PRIMARY STRUCTURE I- 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 THE c. BLD 3= 152 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 44C Q 36K TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL CALCULATIONS. 0, d. OLD 4= 188K IN WRITING OF THE DEVIATIONS OR SUBSTATIONS AT THE TIME OF THE SUBMISSION. 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 O Q e. OLD 5= 181K "BUILDING CODE REQUIREMENTS FOR REINFORCING CONCRETE", CLASS B, UNLESS WASHERS. 9. LOADING AND LOCATION FOR THE ATTACHMENT OF DEFERRED SUBMITTAL ITEMS f. BLD 6=218K 17.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, NOTES,AND < 0 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 il ALL FLOOR DECKING WITHOUT WRITTEN APPROVAL OF THE ALL FLOOR DECKING SHALL BE GLUED AND NAILED TO ACI 20. JOISTS. ENGINEER. 7.ALL LOADS INDICATED ON THE PLANS ARE ALLOWABLE STRESS DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS cn w (/)LOADS U.N.O. NOTED ON TYPICAL APPLY TO SIMILAR CONDITIONS.WHERE NO SPECIFIC DETAILS ARE SHALL BE TONGUE AND GROOVE WITH GLUED JOINTS. 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. W PROJECT. UNLESS INDICATED ON THE CONTRACT 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 �" W F'�' STRUCTURAL ENGINEER OF RECORD. (OR APPROVED EQUAL)AND SHALL BE THE SIZE AND TYPE INDICATED ON THE INCLUDE BRICK/CMU VENEER. Y N 18.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN BE OF THE SAME TYPE AND DRAWINGS. 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 PRESSURE TREATED OR FRT LUMBER SHALL BE CORROSION RESISTANT IN Immo = 0 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. ABBREVIATIONS LIST IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 23.ALL CONNECTORS USED WITH PRESSURE TREATED MATERIAL OR EXPOSED TO W Co C 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 DESCRIPTION 0 < Z OFFICIAL WHEN THE PERMIT IS OBTAINED WEATHER ANY LETTERS OF CONSTRUCTION EQUAL. ABV ABOVE LOC LOCATE/LOCATION01 WILL BE REQUESTED FORM THE STRUCTURAL ENGINEER, IF SO,THE ALT ALTERNATE/ALTERNATING LVL LAMINATED VENEER LUMBER ti H WCOMPLIANCE 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 ARCH ARCHITECT!ARCHITECTURAL LW LONG WAY 0 CONSTRUCTION. APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: 1. EXPANSION ANCHORS SHALL BE I.C.C.-APPROVED(ZINC PLATED IN ACCORDANCE B BOTTOM LWC LIGHT-WEIGHT CONCRETE E Fb Ft Fc,oero Fc,parll Fv WITH ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153,A.I.S.1. LSL(<9.5") 1,300ksi 1,700psi 1,075psi 680psi 1,400psi 400psi BLKG BLOCKING MANUF MANUFACTURER TITLE 304 STAINLESS STEEL)AND CONFORM WITH FS-S-325, GROUP II,TYPE 4, CLASS 1. BOS BOTTOM OF STEEL MAX MAXIMUM LSL(9.5"+) 1,550ksi 2,325psi 1,070psi 800psi 2,050psi 310psi 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 Fb.bot Fc,perp Fc,parll Fv CONST CONSTRUCTION PWD PLYWOOD 2. FOOTING FOUNDATIONS DESIGNS ARE BASED ON THE FOLLOWING: GLB 24F-V4 1,800ksi 1,850psi 2,400psi 650psi 1,650psi 240psi CONT CONTINUOUS REINF REINFORCEMENT/ MAXIMUM BEARING PRESSURE=2,000psf GLB 24F-V8 1,800ksi 2,400psi 2,400psi 650psi 1,650psi 240psi REINFORCING MINIMUM EXTERIOR FOOTING DEPTH= 1'-6" CU CONCRETE UNDERLAYMENT 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 OF DOUGLAS FIR SBW STEP BOTTOM OF WALL 3. RETAINING WALL DESIGNS ARE BASED ON THE FOLLOWING: DIA DIAMETER SCHED SCHEDULE ACTIVE PRESSURE(UNRESTRAINED): 35-60 PCF(DEPENDING ON SLOPE OF WALL ABOVE) 27.ANCHOR BOLTS SHALL CONFORM W/ASTM A307 OR F1554. BOLTS IN CONTACT W/ DIAPH DIAPHRAGM SIM SIMILAR ACTIVE PRESSURE(RESTRAINED):60 PCF PRESSURE TREATED MATERIAL SHALL BE GALVANIZED IN ACCORDANCE W/ASTM A153, DWG DRAWING(S) STP STEP TOP PLATE REVISIONS PASSIVE PRESSURE:200 PSF CLASS C. COEFFICENT OF FRICTION:0.35 EF EXTERIOR FACE STRUCT STRUCTURE/STRUCTURAL EL ELEVATION STW STEP TOP OF WALL 4.ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING/GRADE ELEV ELEVATION SW SHORT WAY BEAM EXCAVATION TO NEAT LINES. B,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 EW EACH WAY TO TOP OF STATUS 6.ALL FOUNDATIONS AND SLABS SHALL BE PLACED ON UNDISTURBED OR COMPACTED FOC FACE OF CONCRETE TOC TOP OF CONCRETE CONTROL FILL AS PER THE SOILS REPORT. FS FAR SIDE TOF TOP OF FOOTING0329` 2018 7.ALL FORMS AND ORGANIC DEBRIS SHALL BE REMOVED PRIOR TO BACKFILLING. FTG FOOTING TOGS TOP OF GRADE BEAM DATE GT GIRDER TRUSS TOP TOP OF PILE!TOP OF PIER 17154 8. CONTRACTOR SHALL BRING THE BACKFILL UP EQUALLY ON BOTH SIDES OF THE 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 IF INTERIOR FACE TYP TYPICAL - 9. DO NOT PLACE BACK-FILL AGAINST FOUNDATION WALLS UNTIL FLOOR SLABS AT THE TOP UNO UNLESS NOTED OTHERWISE AND BOTTOM ARE IN PLACE OR ADEQUATE BRACING IS INSTALLED AND CONCRETE IS L LONG/LENGTH W WIDE/WIDTH CURED. WWF WELDED WIRE FABRIC SONO 1 4 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: ..4000--- Lk GRADING, EXCAVATION,AND FILL X IBC TABLE 1704.7 Otak Architects, Inc. 2)CONCRETE: f 808 SW Third Avenue, Suite 300 PLACEMENT OF REINFORCING STEEL X f I IBC TABLE 1704.7 Portland,OR 97204 BOLTS CAST IN CONCRETE I X I IBC TABLE 1704.7 main 503.287.6825 PLACING OF REINFORCED CONCRETE I X I IBC TABLE 1704.7 www.otak.com TAKING OF TEST SPECIMENS X I IBC TABLE 1704.7 4)STRUCTURAL STEEL: 4�c��� PRjjF("ri SINGLE-PASS FILLET WELDS<5/16" X IBC TABLE 1704.3 1 G N f it 4 BRACING AND STIFFENING DETAILS X IBC TABLE 1704.3 4c 8* • .t PA " MEMBER LOCATIONS X IBC TABLE 1704.3 ��/` JOINT DETAILS AT CONNECTION X IBC TABLE 1704.3 .# r'�;1� 5)HIGH STRENGTH BOLTING: 14,ll G. 4 BEARING CONNECTIONS I X IBC TABLE 1704.3 I EXPIRiS: 12/31/ iq Q 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 1707.3i‘ FRAMING CONNECTIONS X IBC TABLE 1707.3 _,-,. - 7)SPECIAL CASES: �B G PROPERTIES COUPLING OF REINFORCING STEEL X PER ICC EVALUATION REPORT (ADHESIVE ANCHOR INSTALLATION X PER ICC EVALUATION REPORT LLC I EXPANSION BOLT INSTALLATION X PER ICC EVALUATION REPORT PROGRAM FOOTNOTES: S ►y Scchneihnei der ,� r Smith yl 1. THE SPECIAL INSPECTOR SHALL BE A THIRD PARTY INSPECTOR APPROVED BY THE ENGINEER OF RECORD,THE i„"�i"'"`"°' 'IT'-' 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.com 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. Cl) C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS V',....♦ AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. I"— W z 4. DEFINITIONS: w A. "CONTINUOUS INSPECTION"MEANS THAT THE INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING `M/`' '- THE WORK REQUIRING SPECIAL INSPECTION. mmim I-- B."PERIODIC INSPECTION"MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS " I tX SUFFICIENT TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE1141C < WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 0... 5. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF INTERNATIONAL BUILDING CODE&LOCAL AMENDMENTS. 1 1 LL co Cl) -Iw CD Ili ct) i— 111 NN- Z ILL = 0 W u) c w _ z W 1— : 17-: (9 TITLE # DATE DESCRIPTION REVISIONS SB,JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER SO . 02 0 2 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. I - I � L Otak_- . L ---- BRIDGE ABUTEMENT, SEE 3/S8.04 cC < - Ati4 Ilk 2. 1 ; 2.2 2.3 2.4� �2.�5 2.6 2.7 2.8 2.9� . 1 w �� Otak Architects, Inc. 174 -8" I 808 SW Third Avenue, Suite 300 i j Portland, OR 97204 • 33' -4 114" 23' -5 118" 14'-3 318" 9'- 1 112" 14'- 3 112" 9'- 1 1/2" 14' - 3 1/2" 23'- 5" 33' -4 1/4" main 503.287.6825 . r www.otak.com I 23'- 1 112" 10' -2314" 10'-2314" 13 -2318" 2118" 1'- 1114" 13'-2114" I 1'- 1114" 13'-2114" 10' 2314" 13' 2114" 2314" 10' - D" 23'- 1 112" -.1.... GI NF `,;, _ _ ___ _ _ - _ - - _. - -- - - - - _. - - - _ _- - __ _ _ t� 44 _� _ - i -__ , III-III Ili II . 1 1-- - .1 I I I . I , I I----I 11..-�_I . .---.-1 1 1 -1 1 I I I I-- _ �' • III III IIIA III II TIT I11--� 1I III If--1 - II Ih� YT - i 1I I II I ! I_` I° 11 I- I _. { I -! I ! ISI ! • - 1 i ' - -- I • I `� �r`„ I i 11 1 . 1 I I I 1- I i i 1 11 gi i i I I I I __ I I 1 1. - I �_ I -! 1--1 11 I I 1 -I 1- ! 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[.j - - - -- r - di LJ - -1 58.03© I I0 �� F4 I I I I I I; I i I I I I s8 0lip I I F5 I-1 I m 1 m I I r �I Schneider 71"- b -_1 I I I I: 1 TYP. II S8.01 I I I S8.01 I I Smith VIA 6 I I I 0 j -/ r I sm I I I {!1 1 I �. I - I I I I III. I F9 Engineering,r Inc. -7,1 _ I -L_ i 1 3 - T.0.5.= 0' -0" _ I I 3141 WALNUT STREET, STE. 203A S8.41 I a� `� �Q I r-1 ���- L J 8.03 r1, r ! _ �' L=J J _ I •_• I I A r-1 4'0 DENVER, COLORADO 80205 1 I J _ i' I 1 / �\ 1 720.904.1234 www.essdenver.com I I I I I I I �_ F6 _ .. ;-.. I I --- 5,� S B-ON-GRADE WI#3 @ { �• I I II, CONSULTANT I I 10 I I {l'711 • I L I a i ' I r I {C, of ! ] 16 E.W. PREPARE SUBGRADE �� .�_ I I I I S8.01 I I I _ I r{ , i q I _ I T ' J- PER THE SOILS REPORT L J 0 10 I I I S8.41 I >j I I _, a 'V ♦ I I SLI �- I I sp I ,i O --1 s8.o1 I O I I { r I �! o I - . � 0 1 I I11 , I � � I ,�o I ! 1 ® I { I I 11 d ` ,!' I I �\ I I 11 I I I I - ��_,1 ! 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W/4" EPDXY Q EMBED., TYP. @ PATIOS I I w N Z T.O.F.=-0'-8" U.N.O. @ INTERIOR Y O 1.- 1 1/4" 1' - 1 114"-,,\ 3 114" W Z 0) I- 23'- 1112" 10'-0" 2314" 13'-2114" 10'-0" 2ii8" 13'-2118" 8' - 10314" 2314" 13'-2114" 8'- 10314" 2:.114" 8'-9114" 5'-3118" i 13'-2114" 10'-2314" 10' -2314" 23'-1112" ....• Q -.4` ir._- 1.--c I.-_ : . s s r VII 10-r-Hr 1�_ _ ss as t • 1 O Q W � � Li-z o � 0 1 FOUNDATION PLAN - BUILDING 2 Fm'MS2-2.01 1/8" = 1'-0" TITLE # DATE DESCRIPTION FOUNDATION PLAN NOTES 1. SEE SHEET 80.01 FOR GENERAL NOTES APARTMENTS COLUMN SCHEDULE APARTMENTS FOOTING SCHEDULE 2. SEE SHEET S8.01 FOR TYPICAL FOUNDATION DETAILS NOT SYM SIZE COMMENTS SYM SIZE REINF. COMMENTS I SHOWN ON PLAN Cl (2)2x6 Fl 1'-6"x0'-10"x CONT. (3)#4 CONT. I 3. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS 4. ALL ELEVATIONS ARE BASED ON A DATUM OF 0'-0" = SEE C2 (3)2x6 F2 3'-0"x3'-0"x0'-10" (4)#4 EACH WAY, BOT. I ARCH. FOUNDATION PLAN SYMBOLS LEGEND C3 (4)2x6 F3 3'-6"x3'-6"x0'-10" (4)#4 EACH WAY, BOT. I 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS C4 6x6 F4 4'-0"x4'-0"x0'-10" (5)#4 EACH WAY, BOT. I WITH ARCHITECTURAL PLANS PRIOR TO START OF - REVISIONS C5 6x8 F5 2'-0"x2'-0"x0'-10" (3)#4 EACH WAY, BOT. I CONSTRUCTION FX INDICATES THICKENED SLAB/FOOTING/ PIER, PER C7 (2)2x4 F6 2'-0"x5'-0"x0'-10" (4)#4 EACH WAY, BOT. I 6. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS SCHEDULE. C8 (3)2x4 F7 6'-0"x6'-0"x2'-0" (7)#4 TOP & BOT. W/(7)#4 TIES SEE DETAIL 61S8.41 I NOT NOTED ON PLANS C9 4x4 F8 4'-6"x4'-6"x2'-0" (5)#4 TOP & BOT. WI(5)#4 TIES SEE DETAIL 6158.41 I 7. REFER TO LANDSCAPE AND ARCHITECTURAL PLANS FOR Cx INDICATES COLUMN PER COLUMN SCHEDULE: JD TDS LOCATIONS OF ALL EXTERIOR LANDSCAPING, PLANTERS, C10 (4)2x4 F9 4'-0"x4'-0"x2'-0" (5)#4 TOP & BOT. (5)#4 TIES SEE DETAIL 6158.41 I DRAWN BY CHECK BY DIVIDING WALLS AND WALLS AROUND BALCONIES INDICATES HOLD DOWN LOCATION PER SHEAR WALL F10 8'-0"x8'-0"x2'-0" (9)#4 TOP & BOT. WI(9)#4 TIES SEE DETAIL 6/88.41 PERMIT SET F11 1'-8"x1'-4"x CONT. (3)#5 TOP & BOT. W/#4 TIES @ 12"O.C. SEE DETAIL 10/88.41 8. REFER TO CIVIL DRAWINGS FOR ALL FINAL GRADE HD PLANS AND ELEVATIONS. ELEVATIONS STATUS F12 7'-0"x7'-0"x2'-0" (8)#4 TOP& BOT. W/(8)#4 TIES SEE DETAIL 91S8.41 I 9. VERIFY ALL BOTTOM OF EXTERIOR FOOTING ELEVATIONS F13 14'-0"x7'-0"x2'-0" (8)#4 LONGITUDINAL TOP & BOT. W/(16)#4 TIES SEE DETAIL 9188.41 I PROVIDE A MINIMUM 1'-6" FROST DEPTH. X" INDICATES STEP IN TOP OF SLAB 03.29.2018 F14 3'-6"x1'-0"x CONT. #5 @ 12"O.C. EA. WAY I 10. MAINTAIN ALL EXTERIOR GRADE A MINIMUM OF 8" BELOW DATE F15 5'-9"x1'-2"x CONT. #5 @ 12"O.C. EA. WAY I TOP OF CONCRETE AT WOOD FRAMED AREAS 11. FOOTINGS SHALL BE CENTERED UNDER WALLS OR INDICATES START OF SLOPE 1N TOP OF SLAB 17154 COLUMNS, UNO PROJECT NUMBER 12. PROVIDE SLAB CONTROL JOINTS AT 10'-0"O.C. MAXIMUM EACH DIRECTION. SEE 7/S8.01 1111. ---1 INDICATES STEP IN FOOTING. SEE DETAIL 6/S8.02 13. ALL LOAD BEARING WALLS SHEALL BE ATTACHED TO THE SLAB WITH 3/4" DIA. x 8"ANCHOR BOLTS AT 48" O.C. U.N.O. s 2....2 . 0 i ON SHEAR WALL SCHEDULE. C 2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. 2. 2 r2 1 112" GYPCRETE 2.3 Z.4 2.5 4-.* 2.T . 2_._* UNDERLAYMENT OVER 314" Otak T&G FLOOR SHEATHING 01 GLUED AND NAILED OVER MIN. 3 114"ACTUAL I THICKNESS DF Ai .M14‘,Atid 11. COMMERCIAL GRADE T&G - CANTILEVER DOUBLE JOIST W/(2) I DECKING (SIMPLE SPAN) BEAM TO EDGE LB28 TO LEDGER, SEE �'P PCZ POST CAP, TYP.; OF BUMPOUT, i 51S8.31 I I 1/4"0x6" SDS SCREWS INTO Otak Architects, Inc. EA. STUD AT STUD WALLS, HUC28-2TF TO LEDGER, SEE808 SW Third Avenue, Suite 300 HUC68 W/MAX. 3 TYP. 5/S8.31, TYP. TYP.6 Portland, OR 97204 NAILING, TYP. �.22 5 L 10 S8.31 -HUCQ612-SDS, TYP. �.31 © S8.21 HUCQ610-SDS, TYP. main 503.287.6825 ' DROPPED DROPPED DROPPED DROPPED_.__- DROPPED C4 www.otak.com H5 H4. :: I H6 B9 © II LI I -H4--- I EN4:1>® -..._ El • �B9 69 H1 69 H4 H4 CH5 2.A �.,..mfr,,, •.....� ua,.,i. s ///I1d I 1 ni i,,,, r vi --- 1 �0 'M . • _ ,A,Y FA rrr r - __.. r r 1 1 f1 1 II - i. E m J4 @ i' 4" m I a / fS823I J1 2 0 1 t I � I I EI � 7 I C1 '�' TYP. i H4 . ,,,,,,. --� S8.22 SIM. "` 2 S8.21 s 2 's I YP. TYP. = 11, TYP. K>' _ 1 C1 -/ 1 C1 `- C1 9 AC5 'NB2jii/ _ �� b I '✓ CO: S8.21 � �� N "rf `� o _ TYP. `„ �/0 G. eto" ��I S8.21 I v o \S8.22 + -o- C9 f S8.22 b I b i o o _ (1f y I �� CV 1 2 �:� I J , I % . U C5 - - N _ N /C5 N I B IPIRES' 12131/ lq 0 0 N �� @� 81 c 9 o I = ' <C10 @� 1-b /�J • 3-29-2018 N N I I J r� - �I _ . _ C1 N . -_ N I I �, `�; � 1112 GYPCRETE-- + - 7 �- G I; v K J �I _ - -� I , • J6 @ 2'- 0" ;- . - S ._@ - r STAMP n. 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In • iii . . i '. . ., 1..J �` ► 101,",,,,.,,�.,,," B13' -C1 `�B13 r_ C1� ` 1� • �I�/ `�� W' q \I'. !k..'. `� 3141 WALNUT STREET, STE. 203A %' � 4rj ��1% C DENVER, COLORADO 80205 CANTILEVER ' I I p� i /� 1 I I \- - 3- ` C1 i 720.904.1234 www.essdenver.com BEAM TO EDGE 'II 12 TYP. F ! <C 1 = /11 I 1--- _- _. I NZISO LO I 11 I ° I �� OF BUMPOUT, _ , -I - - @) iil! � CONSULTANT v� S8.22 r� / � 1 LB28 TO LEDGER . ��`��� S8.22 : ° �J ;� I� TYP. fJ 'o _ __ I •- INTERMEDIATE _ NIA �,,..'- 1 r I. __-1 1 ■'' 1 1 0 1 o BL ---- 1 r m 4 \ �I �� - N N J6 r,'-0" ,_F_ ��i HGUS5.50/12 TYP. o '� i� @1 a� O o ' ;I 1.4 T <C10' m _ LANDING BELOW LOW '� TT7 J •J r ABV CV S$.22 a - .. C1 N �--@� ' :�r-o a S8.22 _ 1 -, C$- J ,..., @)-- 1 �_ 11 - , �', TYP._� S8.22 V I` _ - G~ I _ • cv CS 7; N ri , i r B 1 ' 7 40 � , El 11 , , . 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HUCQ610 SDS, TYP.- SEE 5158.31, TYP. - CANTILEVER TO BEAM, BOTH ENDS OF GLUED AND NAILED OVER NAILING, TYP. BEAM TO EDGE BEAM MIN. 3 1/4"ACTUAL z OF BUMPOUT, HUCQ612-SDS, TYP, THICKNESS DF TYP. COMMERCIAL GRADE T&G DECKING (SIMPLE SPAN) M 1 SECOND FLOOR FRAMING PLAN - BUILDING 2 I". 0 S2-2.02) 1/8" = 1'-a" - IX Z a APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q 0 I2LL SYM SIZE POST COMMENTS SYM SIZE COMMENTS SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO IrX I: B1 (3)1 314x7 114 LVL Cl (2)2x6 J1 11 718"TJI 110 1 - PLAN AS 'DROPPED'. IC O Bx INDICATES BEAM PER BEAM SCHEDULE. CO B2 (4)1 314x11 718 LVL C2 (3)2x6 1J2 11 718"TJI 210 1 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. W N B3 (1)1 3/4x11 718 LVL C3 (4)2x6 J3 2x12 DF#2 1 Hx . INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. J _ N B4 3 1 314x11 7/8 LVL C4 6x6 J4 2x8 PT DF#2 3. INDICATES BEAMS THAT SUPPORT MORE THAN TWO ISI N. OGT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE W Z 03 LL B6 2x12 DF#2 C5 6x8 J5 9 112"TJI 110 MANUFACTURER. PROTECTION PER ARCH. D ct B7 (3)1 314"x11 1/4" LVL - C7 (2)2x4 1J6 2x8 DF#2 ❑ 68 5 112"x11 114" EXTERIOR GRADE GLULAM C8 (3)2x4 • INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP LL = 0 PLATES OF WALL UNO. SEE SHEET 1IS8.21. Q 0 B9 5 112"x9 114" EXTERIOR GRADE GLULAM C9 4x4 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED LLI INDICATES WALL STUD FRAME PER WALL SCHEDULE. LL r , 610 (2)1 314x11 718 LVL C10 (4)2x4 ON PLAN. � V B11 (4)1 3/4x9 1/2 LVL 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH B12 (2)2x12 DF#2 �'//f//////////A INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. O (3 UJ B13 (2)2x8 DF#2 DROPPED 7. COLUMNS LABELED AS 'ABV'ARE FROM ABOVE AND DO NOT ~ B14 (3)1 3/4x9 112 LVL CONTINUE BELOW THIS LEVEL. B15 (3)2x12 DF#2 l 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 DAWITH PRESERVATIVE TREATED OR FIRE SYM SIZE TRIMMER KING COMMENTS I MARK DESCRIPTION 1 1ST FLOOR 1 2ND FLOOR 3RD FLOOR _ 4H FLOOR REMARKS CR EO TREATED WOOD SHALL BE CORROSION Hi (2)2x8 DF#2 '(1)2x6 (1)2x6 I W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16"O.C. 12x6 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 REVISIONS H2 (2)1 314x7 114 LVL (1)2x6 (1)2x6 1 W2 INTERIOR LOAD BEARING 6" STUD WALL ;2x6 DF#2 @ 16" O.C. 12x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.G. 2x6 DF#2(c 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 12x4 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 STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 1;2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT JD TDS H5 (2)2x8 DF#2 (2)2x6 (1)2x6 WALL AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 15. SEE SHEET 80.01 FOR GENERAL NOTES. H7 (2)2x6 DF#2 (2)2x6 (1)2x6 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 1 112" LSL, UNO. 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ S2 -2 . 02 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 1 112" E=' 12.ZUNDERL4" 2; Z.4 2.5 2.6 2.7 2.8 2.9 , 01 Otak _, T&G FLO GLUED AND NAILED OVER MIN. 3 114"ACTUAL 1 1 �� THICKNESS DF I COMMERCIAL GRADE T&G • CANTILEVER DOUBLE JOIST WI(2) I DECKING (SIMPLE SPAN) BEAM TO EDGE LB28 TO LEDGER, SEE „ HUC68 WI MAX. TYP. I 1 -PCZ POST CAP, TYP. OF BUMPOUT, 5158.31 114 QJx6' SDS SCREWS INTO I Otak Architects, Inc. NAILING, TYP. 3 TYP 6 EA. STUD AT STUD WALLS, ,, ,1 HUC28-2TF TO LEDGER, SEE TYP. 808 SW Third Avenue, Suite 300 5Portland, OR 97204 10 22 HUCQ612-SDS, TYP. 5/S8.31, TYP. S8.31 E �.31 HUCQ610-SDS, TYP. main 503.287.6825 �.21 DROPPED + 4:10P1 DROPPED DROPPED I _ DROPPED w I DROPPED www.otak.com I to H4 H4 �� 8 ©® I I H8 B9 H1 B9 H1 I B9 H1 B9 . 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I Q _716\ 5/58.31, TYP. • 6 © 1 112"GYPCRETE J S8.22 S8.31 158.22 TYP. 58.31 UNDERLAYMENT OVER 3/4" DOUBLE JOIST W/(2) T&G FLOOR SHEATHING 1 D LB28 TO LEDGER, 1/4"0x6" SDS SCREWS INTO HUC68 W/MAX. HUCQ610-SDS, TYP. - SEE 5/S8.31, TYP. EA. STUD AT STUD WALLS, CANTILEVER GLUED AND NAILED OVER NAILING, TYP. M 03 TYP BEAM TO EDGE MIN. 3 114"ACTUAL OF BUMPOUT, THICKNESS OF WI . TYP. COMMERCIAL GRADE T&G - DECKING (SIMPLE SPAN) Z M < _ (- 1 �' THIRD FLOOR FRAMING PLAN - BUILDING 2 J s2-2.o3 118" = 1'-0" LL Cl- a z CL APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q 0 Q ! SYM SIZE POST COMMENTS SYM SIZE COMMENTS SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON Cn , U- B1 (3)1 3/4x7 1/4 LVL I C1 _.(2)2x6 J1 11 7/8"TJI 110 I-B2 (4)1 314x11 718 LVL C2 (3)2x6 J2 11 718"TJI 210 Bx INDICATES BEAM PER BEAM SCHEDULE. PLAN AS 'DROPPED'. 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. CI W CV 1..L i IB3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 Hx • INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. J cv O I B4 (3)1 3/4x11 7/8 LVL _ C4 6x6 J4 2x8 PT DF#2 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO N N- I B6 2x12 DF#2 C5 6x8 J5 9 1/2"TJI 110 GTI INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE W Z 67 (3)1 314"x11 1/4"LVL C7 (2)2x4 J6 2x8 DF#2 MANUFACTURER. PROTECTION PER ARCH. D LL' J B8 5 112"x11 1/4"EXTERIOR GRADE GLULAM C8 (3)2x4 • INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP 1,1„, = 0 LL_ B9 5 1/2"x9 1/4" EXTERIOR GRADE GLULAM C9 4x4 PLATES OF WALL UNO. SEE SHEET 1/S8.21. Q Q BI0 (2)1 3/4x11 7/8 LVL C10 (4)2x4 (WX> INDICATES WALL STUD FRAME PER WALL SCHEDULE. 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATEDU.1 Co ��// (4)1 314x9 1/2 LVL ON PLAN. = 0 Q LL B11 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH B12 (2)2x12 DF#2 r/////////// INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. L B13 (2)2x8 DF#2 DROPPED 7. COLUMNS LABELED AS 'ABV'ARE FROM ABOVE AND DO NOT 814 (3)1 314x9 1/2 LVL CONTINUE BELOW THIS LEVEL. 815 (3)2x12 DF#2 11\\\, \N\ 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 2/58.22. 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.) 1N CONTACT WITH PRESERVATIVE TREATED OR FIRE SYM SIZE TRIMMER KING COMMENTS I MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS I RETARDANT TREATED WOOD SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS H1 (2)2x8 DF#2 (1)2x6 (1)2x6 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. H2 (2)1 3/4x7 1/4 LVL (1)2x6 (1)2x6 I W2 INTERIOR LOAD BEARING 6" STUD WALL 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. I2x6 OF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. I 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. 12x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16"O.C. I FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS - - - - - -- -- - ------ -- STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 ! 1 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. 14. PROVIDE 3/4"MAX. CEMENTITIOUS FLOOR UNDERLAYMENT JD TDS H5 (2)2x8 DF#2 (2)2x6 (1}2x6 WALL I AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 I 15. SEE SHEET S0.01 FOR GENERAL NOTES. H7 (2)2x6 DF#2 (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 1112" LSL, UNO. s2.203 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. ©2018 OTAK, INC. If this drawing is not 24"x 36". it has been reduced/enlarged. Scale accordingly. 1 112" GYPCRETE / 7-- r� Q . 2.2 UNDERLAYMENT OVER 314" . _._4)• 2 .6 2.7 .S 2.9Otak T&G FLOOR SHEATHING �� � GLUED AND NAILED OVER MIN. 3K E ACTUAL THICKNESS DFlik COMMERCIAL GRADE T&G CANTILEVER HUC68 W/MAX. TYP. DECKING (SIMPLE SPAN) BEAM TO EDGE LB28 TO LEDGER, SEE I © I I I I OF BUMPOUT, 1 5158.31 I I DOUBLE JOIST WI(2) I Otak Architects, Inc. NAILING, TYP. 6 114"0x6" SDS SCREWS INTO 808 SW Third Avenue, Suite 300 5 PCZ POST CAP,TYP., TYP. HUC28-2TF TO LEDGER, SEE EA. STUD AT STUD WALLS, Portland, OR 9 204 300 5/S8.31, TYP. S8.31 �,P HUCQ610-SDS, TYP. 10 58 22 main 503.287.6825 - HUCQ612-SDS, TYP. 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HUCQ610 SDS, C1 �I OF BUMPOUT, Schneider B1 '� S8.21 ' I B13 LS8.22 S8-22 B13 B'3 �TYp• iij_ � B13 613 B1 I �p Smith �►�� F Engineering, -,) - • _ 1, . 4 ..7.I a,i-�moll . ,,, „ , - r1 •6'x$13 II;•- , �• I f.:1'' `. # //r.r 1 ____� `�C1�1 Int 3141 WALNUT STREET, STE. 203A • �I I� I, • , . • , . • DENVER, COLORADO 80205 CANTILEVER i '�J �� A iv 3 { = C1 720.904.1234 www.essdenver.com BEAM TO EDGE - I, { t ' # I= i _ I LO j } • cid_ 12 r r _i_. S8.23: • I/ 11 -- r� OF BUMPOUT, ,� / CONSULTANT TYP. n' S8.22 M IF_ II I LB28 TO LEDGER .11E1/►�� S8.22 j I ch _ b . ,__, CO Ft. 1 INTERMEDIATE -- �i - - _ N ' i+i _ LOWS ..�,. ra - - - _ LANDING BELOW _ - , o I - c.i I r . a 12 11 s `E = N I _- " _ _Q„ HGUS5.50112 TYP. �� C1! ; ..._-i -- 5 w S$.21 `' I Ell ; i^s @S = i~ S8.22 I I = A 1 @} 1 . _NI:11 r I , 1 N I M .'-- 1.1- @ c,4 4,,,,,:6 j ___;. .... . , C.\.> NI I _ , ; i Ud CIV = N 1�, 1 , El 1 . .• 1 I 1 I EPCZ POST CAP. TYP. v 58.22 (9 1 / ' 58. i -N- . TYP. m C1 C1 V i�-1 j C1 1 <C 62 C1 ( 21 H4 i IJ , I .„, 4 El C1 J4 1'-4" F-14 El 4 4, i 1 I 1 'I I I H4 I . ,,,,, \ HGUS7.25112 TYP. H4 Yiri , C1- N ti sLi2. •.... r' I II5 I J4 1'-4 y 4 _ J4 °@I1 -4 t. _ It4 @I1' 4 i 4 @ 1'-4" _I ���� J__-_ -- r,,,,,�'„� /l/1!/Ili fi • �i •'/!/i//, - _ -_-_- ,,,,i,,,,i„�,i„ .,,, ,,A - - _._- ■ , ,tip _.`_� _-__- ii'/!�.-.- - _ - -. r7 i I I I I ._____ V/!,/!, 11/1/. m HS H4 B9 • ® BPP FI1 _l�( B; I ® B9 H3 ® iib H4 H4 H5 z • DROPPED DROPPED DROPPE■ DROPPED DROPPED O I II 5 I I\ I --HUCQ612-SDS, TYP. I J IN HUC28 2TF TO LEDGER, SEE 6 6 DOUBLE JOIST WI(2) Iglik I1 112"GYPCRETE PCZ POST CAP, TYP. 5158.31, TYP. 1/4"0x6"SOS SCREWS TV‘ZiTYP. UNDERLAYMENT OVER 3/4" CO D 37 LB28 TO LEDGER 5EE S8.31 ' INTO EA. STUD AT T&G FLOOR SHEATHING CO HUCQ610 SDS, TYP.- 51S8.31 I STUD WALLS, TYP. • CANTILEVER \ GLUED AND NAILED OVER HUC68 W/MAX. i BEAM TO EDGE MIN. 3 114"ACTUAL NAILING, TYP. Z z OF BUMPOUT, THICKNESS DF COMMERCIAL GRADE T&G J TYP. DECKING (SIMPLE SPAN) M 0_ ( _I S8.22 FLOOR FRAMING PLAN - BUILDING 2 2-2.04/ 118" = I-0" C / a 0. APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q SYM SIZE POST COMMENTS SYM SIZE COMMENTS SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON Cct 61 (3)1 314x7 114 LVL Cl (2)2x6 IJ1 11 718"TJI 110 I PLAN AS 'DROPPED'. CZ- 0 B2 (4)1 314x11 7/8 LVL C2 (3)2x6 J2 111 7/8"TJI 210 Bx INDICATES BEAM PER BEAM SCHEDULE. Q CO H2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. LLI B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 IJ3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. J Y N 0 B4 (3)1 3/4x11 718 LVL C4 6x6 IJ4 2x8 PT DF#2 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO N N- - I B6 2x12 DF#2 C5 6x8 !J5 9 1/2"TJI 110 I GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE W Z LL MANUFACTURER. r�ra B7 (3)1 314'k11 114"LVL G7 H(2)2x4 J6 2x8 DF#2 � I PROTECTION PER ARCH. D r: B8 5 112"x11 1/4" EXTERIOR GRADE GLULAM C8 (3)2x4 . INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP ILL 2 0 B9 5 112"x9 1/4" EXTERIOR GRADE GLULAM C9 4x4 PLATES OF WALL UNO. SEE SHEET 1158 21. Q I""' B10 (2)1 3/4x11 7/8 LVL C10 (4)2x4 (WX) INDICATES WALL STUD FRAME PER WALL SCHEDULE. 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED W CI) L.f_ ON PLAN. B11 (4)1 3/4x9 112 LVL 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH O 0 B12 (2)2x12 DF#2 y/////////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. ti - O BI3 (2)2x8 DF#2 DROPPED 7. COLUMNS LABELED AS 'ABV'ARE FROM ABOVE AND DO NOT 1 .1 N- I- LI- B14 _B14 (3)1 3/4x9 1/2 LVL , ' CONTINUE BELOW THIS LEVEL. B15 (3)2x12 DF#2 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 1 SIZE TRIMMER KING COMMENTS I MARK DESCRIPTION 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 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 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. 12x6 DF#2 @ 16" O.C. 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. 12x4 DF#2 @ 16" O.C. 2x4 DF#2 @ 16"O.C. FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS STEEL OR HAVE A SIMP5ON Z MAXI HDG COATING OR EQUAL 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. 14. PROVIDE 314" MAX, CEMENTITIOUS FLOOR UNDERLAYMENT JD IDS H5 (2)2x8 DF#2 (2)2x6 (1)2x6 WALL AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 OF#2 (2)2x6 (1)2x6 15. SEE SHEET S0.01 FOR GENERAL NOTES. PERMIT SET H7 (2)2x6 DF#2 (2)2x6 (1)2x6 16. SEE SHEET 58.21 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 1 112" LSL, UNO. s 2_2 . 04 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ 48/24 SPAN RATING & UNBLOCKED EDGES. GLUED & NAIL WI ©2018 OTAK, INC. 10d @ 6" O.C. EDGES, 12'O.C. FIELD. If this drawing is not 24"x 36", it has been reduced/enlarged. 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C1 ■ I. cp € �> �.� - y [LL C1NOV \/ I■ Lil Enayat 8 I Q) B15 I GT C1 _ GT 1Ea 41Eil GT C1 I < C1 GT I C1 , C1 Ku GT I C1 GT I I B15 ;- Schneider 2.V - Vig /iiia �., Milllimo �t iLf -.1/7,4„,,-„,„- `�.1\\\ M Engineering,, �_ .iii.. .{ . �.,., r, ,..,��„ r7 'r �� Inc, Or 1 C1 �� �,,, . i� i - LUS210, TYP. 3141 WALNUT STREET, STE 203A ,• LUC210Z, TYP. , 4, , c1 > c„,., 1 C1 L C1 C1 1 C, I. - G �� I \C� C1 C1 - DENVER, COLORADO 80205 Ci � ' , \ I ;... I - 720.904.1234 www.essdenver.com - I, x-- " I I L ILI �_ _ 1,i - r CONSULTANT L 1 1 I. - _ PR]VIDE DRAG TRUSS- , - �- �� L _ - OVER ALL SHEARWALLS - -L I ('J a _ _ ...„.__I - L. � 1 __ AND DESIGN FOR 300 PLF = - / - , ,_ DRAG FOR 3E,TYP. TRUSS BLKG. @ 24" O.C. ; -, _ I- 1- ROOF T SUSSES 2' )' � I ;:C7-i ..L C7 C9 , ,__,) „, - - (2)CS'6FROIV. BE,kM"'O - 1 _11171 = OPPOSITE FACES OF POST, TYP. I I I I I Yr I ; - I - ® �I> C1 C1 / Cl ;C�` C1 ! �C C1 I ,� I Cl ' ' .-:.. '/sic/ . - - rs�i' rw�..e-. -- rte, / �/ I z -- -I _ TYP. II ` i,.\ \• i t "�� .i� H1 ` r • . 1 H1 ( � �i Ci a H1 I H1 h,� �I. � ? ' � ��• II � ' 1r ��� 11R w' IlS8.31 L - . - m ■�•■ �Y...... -- .... _ /1/////a .. ��T17771 m .r- Iz !. �..,,,, I I �, �`- .,,,/,n v,.. m �T^ 2. - - il J3 tg 2r 0 .-.- - r J 3 2 - -.... - -- H4 H2 -. - - H2 H4� ® • I- j, H2 ® J i @ 2 + _ ® - 'I @ i,. 1 ® ® � i" H1U 1 l.j _ . , 4), J 1 r812-1 I Tv I I re-iii I I B121 I • I 7//7 Bi7Allij TYP. 10 WV S8.31 C N HUC212-2, TYP.- HHUS5.50/10 TYP.- PCZ POST CAP, TYP. Cn NP. HIGH r n ROOF FRAMING PLAN - BUILDING 2 Luszlo, TYP. W Z (-1---' -2.05 118" = i 1-011 M J I- 5 Ire m a CL. z Q APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN ROOF FRAMING PLAN NOTES Q ❑ SYM SIZE POST COMMENTS SYM SIZE COMMENTS SYM SIZE COMMENTS 1. ROOF FRAMING TO BE PRE-MANUFACTURED TRUSSES24" CO r n Bi (3)1 3/4x7 1/4 LVL Cl (2)2x6 J1 11 7/8"TJI 110 Jx INDICATES JOIST PER JOIST SCHEDULE. © V OC. TYP, UNO. Bx INDICATES BEAM PER BEAM SCHEDULE. 2. DESIGN ALL FLOOR AND ROOF TRUSSES FOR THE LOADS Q W c ) Z B2 (4)1 3/4x11 7/8 LVL C2 (3)2x6 J2 11 7/8"TJI 210 INDICATED ON SHEET 50.D1. N B3 (1)1 314x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. Y N 3. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL B4 (3)1 314x11 718 LVL 1 C4 6x6 J4 2x8 PT DF#2 GT_ INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS EQUIPMENT FASTENED TO BOTTOM OF TRUSSES OR W ' a) B6 2x12 DF#2 C5 6x8 J5 9 1/2"TJI 110 MANUFACTURER. SUPPORTED ON TOP OF ROOF. B7 (3)1 3/4"x11 1/4" LVL C7 (2)2x4 i J6 2x8 DF#2 4. INTERIOR BEAMS ARE FLUSH WITH FRAMING UNO ON PLAN U = O �LLL 4110 B8 5 112"x11 1/4"EXTERIOR GRADE GLULAM C8 (3)2x4 INDICATES COLUMN PER COLUMN SCHEDULE. AS 'DROPPED'. - 89 5 112"x9 1/4"EXTERIOR GRADE GLULAM C9 4x4 5. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. 0 LL 810 (2)1 3/4x11 7/8 LVL C10 (4)2x4 U INDICATES WALL STUD FRAME PER WALL SCHEDULE. TYP, UNO. W c = O 811 (4)1 3/4x9 1/2 LVL I 6. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO = O < FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE CO 0 O B12 (2)2x12 DF#2 r////////////A INDICATES BEARING WALLS, TYP. SEE SCHEDULE. PROTECTION PER ARCH. B13 (2)2x8 DF#2 DROPPED B14 (3)1 3/4x9 1/2 LVL 7. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP PLATES OF WALL UNO. SEE SHEET 1158.21. B15 (3)2x12 DF#2 ��\ 1 INDICATES OVER FRAMING. 8. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED TITLE 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 O 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. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE-WOOD STUD 12. SEE SHEET S0.01 FOR GENERAL NOTES. 13. SEE SHEET S8.31 FOR TYPICAL FRAMING DETAILS NOT SYM SIZE TRIMMER KING COMMENTS MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS I SHOWN ON PLAN. 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. I 14. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. REVISIONS I ( I H2 (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. I 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS 6WITH ARCHITECTURAL PLANS PRIOR TO START OF H3 (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"O.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16" O.C. I CONSTRUCTION. b- . 7417 H4 (2)2x6 DF#2 (1)2x6 (1)2x6 I W4 INTERIOR LOAD BEARING CORRIDOR 2x6 OF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 © 16" O.C. JD IDS 16. SEE ARCHITECTURAL DWGS FOR ALL DIMENSIONS, ROOF N iN H5 (2)2x8 DF#2 (2)2x6 !(1)2x6 I WALL SLOPES, HEEL HEIGHTS, OVERHANDS,AND ELEVATIONS NOT DRAWN BY CHECK BY o ^ 10 H6 (2)2x10 DF#2 (2)2x6 (1)2x6 I NOTED ON STRUCTURAL DWGS. -� H7 (2)2x6 DF#2 (2)2x6 '(1)2x6 I 17. SEE SHEAR WALL PLANS FOR LOCATIONS OF OSB PERMIT SET ---� I SHEATHING AND OTHER SHEAR REQUIREMENTS. STATUS 2.B : - - 18. PROVIDE ROOF TRUSS OVER ALL SHEAR WALLS PARALLEL 03.29.2018 I IVTO THE TRUSS OR PROVIDE TRUSS BLOCKING OVER SHEAR WALLS PERPENDICULAR TO TRUSS. DESIGN TRUSS OR DATE BLOCKING OVER SHEAR WALLS FOR 300 plf DRAG FORCE. I 19. ROOF SHEATHING SHALL BE STRUCTURAL 1, 4 PLY, 15/32" 17154 PLYWOOD W/32/16 SPAN RATING& UNBLOCKED EDGES. NAIL PROJECT NUMBER W/10d @ 6"O.C. EDGES, 12"O.C. FIELD s 2 _2 • 05 ELEVATOR ROOF FRAMING PLAN - BUILDING 2 ©2018 OTAK, INC. S2-2.05.' 1/8" = 1'41 If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. �. 2.3 2.4 .5 �.6� 2.7 2.8 �.9 01H......0 00 000 Otak ..4.1"..‘ k. 1 I I 1 I I I I I I Otak Architects, Inc. -- 1 NO EXTERIOR SHEAR WALLS 808 SW Third Avenue, Suite 300 THIS ELEVATION Portland, OR 97204 main 503.287.6825 • www.otak.com 20 - I - _ -- - or o y, , l i �-- O r t \��� 0 N6. 'C/! F :21'." it f J r ! pC 1 i■ � • imm a __-, Irl I! V • um 11) G. e0P . _ i , 1,9 �. . I I I txP1RES: 12/31/ �. k _ i __ 9 Iii]' 3-29-2018 rc7oic 1- J ® . - 7 O1 �� - - STAMP - il_ I �II _ i, _ --- �1 DBG PROPERTIES ,_. 1., _ ,, I LLC I j_ ,. • km _ ,. o o / •: ---_-- _ 2.B / _ii A A A A S4IS2-4.0, 2 0 0 0 0 01-11---)\-101 S2-4.011 t o I a l I o l I o I o f _� Enayat Schneider 1Smith r 1, 2. - - - - _ - - I - Engineer ng, ■ , ;.; y.I :i,. ` 17r\ Inc. , it n i �""� - �� .\\ 3141 WALNUT STREET, STE. 203A 11 DENVER, COLORADO 80205 \ I 720.904.1234 www.essdenver.com r- ' I ---ii CONSULTANT [ . . _..: r L .. tIL• . � © I • ►i 1 (-• 41____. i 1--- --- © ,.=.1....3_.. ..._ c 1 ra______, c F "7--- O it _o INMI ., I 1 I I ' 4 ,=� ON UP--- - 1_ i I,.. 1 I I 2■D - --------------- L. 1 1 . NO EXTERIOR SHENR WALLS I I I I T-IIS ELEVATION I z N 1 -. TYPICAL SHEARWALL PLAN - BUILDING 2 W s2-3.o11 1/8" = 1'-0" M Z SHEARWALL PLAN NOTES 0 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR J WALL SCHEDULE. --'• 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X a MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED CO FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. 0- i 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL 0 z BE 1-518" FOR 10d NAILS AND 1-112" FOR 8d NAILS. NAIL HEADS SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. EtQ 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND Ct Fy=100 KSI (8d). Cl W N J 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. J N PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OF N Q PLATE. 6. WHERE 10d NAILS ARE SPACED AT 3" OR LESS ON CENTER D w AND PENETRATE INTO FRAMING MORE THAN 1-518", NAILS LL _ 0 �/ ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM > Q LL OF 3x OR 2-2x W CIS _` Q 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF W THE WALL, STAGGER THE PANEL JOINTS ON THE WALL STUDS. 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR t• I""' U) 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 SYMBOL LEGEND: SHEARWALL PLAN APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF THE WALL. 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM IIII INDICATES SHEAR WALL. PLATES AND BLOCKING. 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT INDICATES SHEAR WALL TYPE AND ELEVATION BOUNDARIES AND CHANGES IN FRAMING. ONUMBER AT INTERIOR SHEAR WALLS. SEE SHEAR 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR WALL ELEVATION SHEET. SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE 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. JD 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 DBL. TOP PLATE OF SHEAR WAL ALL PANEL 's'. PERMIT SET 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 W 7116" 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 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 W 7116" PLYWOOD 8d 3" 8" 16" 10d @ 6" O.C. 16d @ 4" O.C. 24" 314" DIA. @ 48"O.C. YES WASHER (CONFORMING TO THE 2008 NATIONAL DESIGN PROJECT NUMBER SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND V 7116" PLYWOOD 8d 2" 8" 12" 10d @ 6" O.C. 16d @ 3" O.C. 12" 314" 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. s2_3201 `�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. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, �// @ @@ O @ STAGGER PLATE WASHERS. SIDES OF WALL) VERTICAL SEAM ©2018 OTAK, INC. NOTE: ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE - SHEAR WALL IN SCHEDULE ABOVE. If this drawing is not 24"x 36' it has been reducedlenlarged. Scale accordingly. SHEARWALL PLAN NOTES Otak 2.D CO 2.B 2'A 2'A 2' i.i).) 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR WALL SCHEDULE. ....„ ,,,,, -.AL, 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X Otak Architects MATERIAL U.N.O., BLOCKING IF SPECIFIED,SHALL BE PLACED Inc. _ ( ( I I i I I I FLAT BETWEEN WALL STUDS,CENTERED AT PANEL JOINTS. $0$SW Third Avenue,Suite 300 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL Portland, OR 97204 BE 1-5/8"FOR 10d NAILS AND 1-112"FOR 8d NAILS. NAIL HEADS main 503.287.6825 CS16 TOP&BOT.OF SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. www.otak.com CS16 TOP&BOT.OF OPENING FROM CORNER TO - OPENING FROM CORNER TO 4. NAIL DIAMETERS SHALL BE 0.148"FOR 10d NAILS AND 0.131" I Iii ;I CORNER,ATTACH TO BLKG. I I I II CORNER,ATTACH TO BLKG. I FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI(10d)AND I / BETWEEN STUDS i L I BETWEEN STUDS Fy=100 KSI(8d). � PROF�s -_ -. - y �.. f _ - - - - - - - - _--_ � - - - - '� - - -_ -_ _ ____ _ 5. PROVIDE A MWIMUM OF TWO ANCHOR BOLTS PER PLATE. �� G 1 r+i F `fji - PROVIDE ANCHOR BOLT WITHIN 12'FROM EACH END OFcic �' c� -- -- - - --- PLATE. _ . . --' - .: ._-. � _ _ .._.. - . --- _ R1 ROOF � _ _ — _ .�. r ' - - - -- -- R1 ROOF �' ��z„-- - - 6. WHERE 10d NAILS ARE SPACED AT 3 OR LESS ON CENTER I i % 1 ;j! I �, li i AND PENETRATE INTO FRAMING MORE THAN 1-518", NAILS , I - (i V f1 j i I 1 j it I ;i. j! l ARE TO BE STAGGERED AND FRAMING SHALL BEA MINIMUM 1! f' NO HOEDOWNS „ I ' it - ; II; . I I j I NO HOEDOWNS OF 3x OR 2-2x j ; li+ -' \i;, , THIS LEVEL THIS LEVEL ' !i - I;' ' 1! j!�� 7 iii �'i 7 Hp , 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF1. AL3 t+" Q` -- I I „le ' STAGGER THE PANEL JOINTS ON THE WALL , TA lriff 4TH FLOOR 4TH FLOOR STUDS. ALL EXPIRE .. ..0 - - 8 ___ ___ Z �, /7 ,Iir- PROVIDE A MINIMUM F 2 2x POSTS A "3-29-2018 11!�, 7 �; , ! � `-; _-; i I i \, I', _ '� � . -- .. ._ � PROV D O O OSS TENDS OF ALL SHEAR r - ' !_ - Ir l % I; j WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE 7 I � , II II II; I, �I PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE STAMP i, ,I, f II I ',I �� I' it • �Ij LOCATED AT LEAST 3/8 FROM EDGE OF PANEL - IL- , ! _ill ! �I ' +� __'!� 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD �� l-..._ 1' - - 'i` i� LI /% DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET 58.41 L r __ 3RD FLOOR , - _ I 1, CS16 TYP. -- -- 10 ,.:. ii, _ - — - - _ - R WALLS SCONTINUOUST ROUGH BREAKS -,r — - - - -- - �'i ei. - !. ..... ._ — - - — - _ - Y / ( ' -. ., - ,/�� _ S16,TYP=_ - — - L - CAUSED BY INTERSECT NG WALLSH. 3RD F OORc Dat PROPERTIES -I ;` / � ` 'u I - 11. UNLESS NOTED OTHERWISE,THE SHEAR WALL DESIGNATION ; N: : 'i % - ,� III ! r ii,, Ili i ii - - - - ISI ! ; Ifi�l - Ill ! { i : t I, - iI;.i IIIc ,!I I: 12.' 'i ! -l j _ t I,,, :IiNA- _ - ... . . . I - -_- - -_ ` _..-_. . - �---� -- - - -- --` - ,f,-- J ES AN BLOCKING. -1'����I'%, = ! Jr, 2ND FLOOR ��` �' 2 Cs16,TYP. 2ND FLOOR 13' Enayat ►-n - - — = / ,� - - _ 1 mil i// _ - - - - - MUMS HIN DENN HA B 24 AT`' % ii�e - !% Awe _AFA ►!1/AL BOUNDARIES AND CHANGES IN FRAMING. E Schneider i 14 ALL PRODUCTS AND MATERIALS USED BY THE CONTRACT 1, r- III U\. i j Iii l� —it r'r;l i I '111 i IncnginNriny. - (` <EI '' q, ( i I I � :ii I Ill f H INSTALLED IN TRE T A SHALL BESTRICT ACCORDANCE WITH THE II c i ("'! T[P. It 4 , t i ,il f i i f�I (l �/•�` - I ,i MANUFACTURER'S INSTRUCTION. 3141 WALNUT STREET,STE.203A S8.41 i :1 iT ��, ! I \ !i1 III lIl ,. 1 i - . i r ii ,/� � � i I t I j �I' ' l i �.1 A 1 :' i . Y COLORADO 8 2Q 1 � Ilf= ;i;, ,I .fr DENVER,COLO D 0 5 ' f. 15. 6d COOLER NAILS SHALL HAVE 3J8 HEAD&1 718 LONG.8d ,ice I � Y . r- E �� �/ j � _ � - r : .'ilk is E - , - ; i gE i _ f " n I ~ l!, it � f www. ss env r. m lit 1 720.904.1234 e d eco -.'- - - _-- - _ .- _ - - _ COOLER AI HAVE / l _ O R N LS SHALL E 9 32 HEAD&2 318 LONG. FIRE ' i i - , 1 , � t I - i - 1 ; { I ; i . . I WALL NAILING MAY VARY FROM SHEAR ALL NAILING. E 1 i 1111 [ Ii , i i 14 i I , i { I E W G USE f t i t I I � � I Iks i I 1 ! , i I ! 1 - . , t IIS i I � I 1 i _ Vii. -_ 7 S-. _ _ - _ Foundation '�' >-� I i- _ � _ Foundation f,�� - �. -�-^ j i i i � - CONSULTANT __�- ihl , ! �� � THE MOST CONDITIONS. NAILING PATTERN TO SATISFY BOTH �7 HITS OR STHD14,TYP �HTTS,TYP OR STHD14 16. No.6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d 6 I 58.41 S$.41 I 6 7 I COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE'1M OR S8.41 58.41 'S'. 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION SYMBOL. 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. 'I EAST- BUILDING 2 2 WEST- BUILDING 2 19. PROVIDE ONE 114"x3"x3"MINIMUM GALVANIZED PLATE S2-4.01 1/8" = 1-0" S2-4.01 1/8" = 'I'-a" WASHER(CONFORMING TO THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND T SEISMIC)UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. __S ROOF -- SHEAR WALL AROOF i--- SHEAR WALL _ ROOF - SHEAR WALL ROOF - SHEAR WALL WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, CALLOUT, SEE CALLOUT, SEE CALLOUT, SEE CALLOUT, SEE STAGGER PLATE WASHERS. SCHEDULE.TYP. SCHEDULE.TYP. SCHEDULE. TYP. SCHEDULE. TYP. V CS16, TYP v CS16, TYP © NO HOLDOWNS © NO HOLDOWNS CV _S LEVEL 4 - - LEVEL 4 LEVEL 4 __SLEVEL 4 1 t _, CO 0 z H o 7 w W 0 Z J CMSTC16,TYP CMST14,TYP i CS16, TYP NO HOLD DOWNS W n of ._.$ LEVEL 3 _ _ LEVEL 3 _ _AS LEVEL 3 [ i __ LEVEL 3 M co 1 __S X z I V CMSTC12,TYP. (2)CMST14,TYP. W p/- (2)CS16,TYP W CS16,TYP '""fie 0 _S LEVEL 2 1�_ _ LEVEL 2 _ 1- --'S LEVEL 2 LEVEL 2 <[ _ , -IF [ __SCO D W\k j J V VI \4/ W 0 a,co LLI HDU14,TYP. (2)HDU11,TYP HDU5,TYP. HTT4,TYP. J N J W z co Q SEE 10/58.41 SEE -J_ SEE 6/S8.41 SEE 6/58.41 10/S8.41 10/S8.41 I.L. = O A SHEAR WALL ELEVATION TYPE A V SHEAR WALL ELEVATION TYPE B SHEAR WALL ELEVATION TYPE C DC- SHEAR WALL ELEVATION TYPE D Q W u) ce ct W 1-- I- c/) TITLE # DATE DESCRIPTION REVISIONS APARTMENTS SHEAR WALL SCHEDULE JD TOS DRAWN BY CHECK BY MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @ REMARKS PERMIT SET DBL.TOP PLATE OF SHEAR WAL. ALL PANEL EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES STATUS W 7/16"PLYWOOD 8d 6" 12" 32" 10d @ 6"O.C. 16d @ 6"O.C. N/A 3J4"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. YES 1 3 7/16"PLYWOOD 8d 3" 8" 16" 10d @ 6"O.C. 16d @ 4"O.C. 24" 3/4"DIA. @ 48"O.C. YES PROJECT OJECT NUMBER \4/ 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. - �// VERTICAL SEAM 7/16"PLYWOOD(BOTH 8d 4" 12" 12" 10d @ 6"O.G. 16d @ 4"O.C. 6" 3/4"DIA. @ 36"O.C. YES USE(2)2x @ EA. SIDES OF WALL) VERTICAL SEAM s2.1.4 s 0 1 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. MAILBOX BEAM SCHEDULE Otak SYM I SIZE I POST COMMENTS MB1 HSS6X4X1/4 Otak Architects, Inc. 9 Avenue, 300 S7-2.01 MAILBOX JOIST SCHEDULE 808 SW ThirdPortland,OR1te 97204 • SYM I SIZE COMMENTS main 501287.6825 0 r MJ1 2x12 DF#2 www.otak.com `•�� vAllkliii, l'‘c,D PROi.-,4% 18'DIA.x3'-0"PIER W/(6)# AS / 5 VERTICAL AND#3 TIES @ 8 2tit -K 20'-0" 44) +G I Nc�%' g 8+ __t1°.4 - S7-2.01 12"O.C. 57-2.01 &6 :p„ ? •.. TYP. r DOUBLE JOTS i► , . SUR/L210 HANGER, TYPICAL �� >T n n n x n n n. n n n n n •. v.p 440 lAi�� G. � ok 5"SLAB W/#3@16" r r �'P� ` } 5"SLAB-ON-GRADE W/#3 @ o !EXPIRES: 12/31/ 11 i giir O.C. EACH WAY o� ` ` i } 16"E.W. PREPARE b 3-29-2018 •q� t ,�` ilik 57-2.01 > I SUBGRADE PER THE SOILS tS�411.41111111 ~ i ;j 4"STD PIPE,TYP. '� > I REPORT ` STAMP % �—I I— _ 1 r �-. .„__IF-Thil. -1Thr-C-11:1-L JP 4 ✓ e� . ' Dt� PROPERTIES /73 7 10 7 @20� illb, ' �'` 7-2.01 LLC . /1/43. ---.4110P -qvDOUBLE JOIST { y ., // Enayat ►-n 3 ` TRASH ENCLOSURE FOUNDATION PLAN Schneider LUS210 HANGER,NP Smith y 1Mc �\� EnglnNring, ;: ° S7-2.01 1/8" = 1-0" 3141 WALNUT STREET, STE.203A DENVER,COLORADO 80205 720.904.1234 www.essdenver.com (-1-- 1 MAILBOX FOUNDATION PLAN 2(- -. MAILBOX FRAMING PLAN CONSULTANT S7-2.01 1/8" = 1'-0" 7-2.o1/ 1/8" = 1-0" __,-\,____ 1/2"EXP. JOINT GUARDRAIL BY OTHERS l'"' SITE PAVING, SEE CIVIL 6". 2'-6"VERIFY W/LANDSCAPING 6". / NOTE: GALVANIZE OR -' `�*-' r• �� .a 1^ .. :* NOTE: OTHERWISE PROTECT �i- ' " _. ` A MIN. MASONRY COMPRESSIVE J ALL EXPOSED STEEL. '..8` 4\� \` \` ` STRENGTH=2,000psi SOLID GROUTED 8"CMU -� 4 \//\4// MIN. MORTAR COMPRESSIVE • W/#4 @ 24"O.C.VERTICAL } • / � BOND BEAM T&B OF .4 //\� STRENGTH = 1,900psi @ 28 DAYS •a ` (3)#3 TIES @ 3"O.C. I PIPE COLUMN, SEE PLAN j �.• 'x�/f WALL W/(2)#4 CONT. '� MINI. GROUT COMP. STRENGTH = SLOPE TO DRAIN i _ TYP. BOND BEAM W/(2)#5 T&B #5 @ 8"O.C. 3,000psi @ 28 DAYS AND @ 4'-0"Q.G. 2"CLR. EXTERIOR PAVING, SEE ARCH / \/,\\ / 1/2"EXPANSION MATERIAL .v <//" g ....2 )1g 1 , in _•al / rSLABSEEPLAN �I.- j; '* . ;a t \\• ° \ c+ I I ��//\� \/� ALL-THREAD W/ I"EPDXY EMBED NLESS STEEL 1/2"EXPANSION MATERIAL `� K • y: ,� 8"CMU GROUTED SOLID BOND BEAM W/ 2)#5 CO / / 1.-- IN CMU(SIMPSON AT-XP),TYP. (fm=2000 psi) } ► ,� CONTINUOUS @ 4"O.C. • ; ✓ EA END , EA.SIDE > #5 SLAB W/#3 @ 16"O.C. ,\\f�d = - . /� Imme EA.WAY ► Z ,f� III ; •._e I 0 I : , /\ `�? CAST IN PLACE 4 CONC.SPLASH y +�y - M < 11 PAD W/6x6-W2.1xW2.1 WWF,SEE A " °. --; gid' - } i f ' Z W _ - 4 I I'a i _ T--' X— —` CML FOR SIZE&LOCATION 1 - ��'� /' '- e _ =i� s . /<crry j j\ z U` l I d ;= 1/2"DIA.x 3"HAS @ 12" !� °' /a\ , \ I W'!► / //\1/\• 1 O.C., STAGGERED, EA. / x < 6"CMU GROUTED SOLID z #5 DOWEL x "� _ q a FACE OF COLUMN : / x -� W/#4 @ 32 O.C.,TYP. @ 8 O.C. 8„ mil .. 4.A • + . • - ..J w • -` ' I 0 I.1,- - o #4 @ 2'-0"O.C. b ` ' (3)#4 CONTINUOUSCie <X 1"-- .--. I I 1/4"CAPPL 6 }L �,< . X � 6 _a - a a - . ...1 '• � 1 � 5-7-->\/< -;1411y V •. , -'-. M l''- . <•-� � ,. - #4 DOWEL TO MATCH WALL am W a a. i _a..: .. .. a 4 REINFORCEMENT W/STD. 0 a< SEE PLAN FOR °'••_' < . -t•- , 4 , .r • _ -.y. , • A a O • ° :• qua .2'_6„ HOOK ALTERNATE HOOK 11141C C) a. REINFORCING • ` 4 - •, . _* e DIRECTION W \ Ci M SEE PLAN #4 24"O.C. \ 4"HOOK NP. 4'-0" 5 #4 CONT. LUN z I— (5)#4 CONT. W _ � it (4/ MAILBOX FOUNDATAION 5 LIDIA PLANTER 6 SITE RETAINING WALL 7 TRASH ENCLOSURE DETAIL I 0 " s7-2.01 1" = 1'-0" S7-2.01 3/4" = 1'-0" S7-2.01` 1" = 1'-0" W p CJ) s7-2.o1 1" = 1 -0 / cc CO W M 6 I— NOTE: TITLE FRAMING ABOVE NOT HSS BEAM BEYOND,SEE PLAN SHOWN FOR CLARITY # DATE DESCRIPTION ROOF SHEATHING, SEE PLAN MITER WELD /TYP. TYPICAL ROOF EDGE CORNERS 1/4 NAILING, SEE PLAN A / i A HSS BEAM, SEE PLAN 2x FASCIA W/(3) — - - - 10d NAILS Iii A35 @ 24"Q.C. - 1VZ � �I- - - -- - - _ _ REVISIONS L4x4x1/4 @ 4'-6"O.C. MAX. SLAB REINF, SEE PLAN _____/ • Q I2FOR WOOD SCREEN - 1 • • 114 - -- CONNECTION ANGLE BEAM, imi. SEE PLAN EXTERIOR PAVING, SEE CIVILz Author Checker 2x BLOCKING B/WSECTION A-A SLOPE, SEE ARCH. a DRAWN BY CHECK BY JOISTS g V v g lc TP w PERMIT SET H2.5A BOTH SIDES V2 V4 T.O. SLAB �--1 (9 STATUS OF EA.JOIST (� a 10d TOENAIL CAP PL1/2"x5"x5" I y ' A : ' -�� . -•,-, _ SEE ARCH 1� / 6"O.C. WOOD SIDING, '. .. . _ 03.29.2018 @ HSS BEAM, �����/�//��� " .><\ / DATE SEE ARCH. F7 1/4 SEE PLAN "T /\� \� \\ �J • .- �\ �� - � "� ih PIPE COLUMN, I xi j / � >/fTj/ /��j\/��/ `, 17154 3x PLATE W/0.157"DIA. SEE PLAN 1 PL3/8"x41!2"x41/2" ill \/ \g/ PROJECT NUMBER PAF @ 6"Q.C., 1 1r @ ANGLE (2)#4 CONTINUOUS �� / �f� �� STAGGERED ATTACHMENT �i �j/���\�j/\�j`�� ��j` PIPE COL., x` \��\�//: 7-2 SEE PLAN SECTION B-B ■ 8 DETAIL 9 MAILBOX COLUMN/ BEAM CONNECTION 10 EDGE OF TURNDOWN SLAB a2018OTAK,INC. s7-2.01 1" = 1 -0 S7-2.01 1" = 1'-0" \S7-2.01 1" = 1-0" If this drawing is not 24"x 36,it has been reduced/enlarged. Scale accordingly. Otak l W i- w r-- ADDITIONAL VERTICAL BARS rt z ffZ g O „.,: -IridiziL 1 1/2" U CONCRETE WALL, 1 1/2 2 o 0 NOTES SEE PLAN FOR SIZE& CLR. `'-CLR. i•u 0 REINFORCEMENT 0 / \ #5 BARS AT 12"O.C. Ofiak Architects, Inc. - 1.TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS . �- a_• - _ - r< I Id - • . ' r w / I 16" - 16" 808 SW Third Avenue, Suite 300 AND NORMAL WEIGHT CONCRETE. LENGTHS ARE IN INCHES. • -` #. <° = } 4:: . -: Portland, OR 97204 TENSION DEVELOPMENT AND l.AP SPLICE LENGTH FOR UNCOATED BARS D F • , ,\ main 503.287.6825 Lengths(In.)per Concrete Streng h(psi) 2,CASES 1 AND 2,WHICH DEPEND ON THE TYPE OF STRUCTURAL € -1 t- R a ;< ' www.otak.com ELEMENT, CONCRETE COVER,AND THE CENTER-TO-CENTER SPACING Y I�\ • � 1 "Lff (3)#5 AT EACH SIDE OF OPENING 3000 psi 4000 psi 5000 psi OF THE BARS,ARE DEFINED AS: .F' —� -� �- • M Bar Lap Top Bars Other Bars Top Bars Other Bars Top Bars Other Bars a 1/2"0 SMOOTH BAR x 5'-O" BACKER ROD&SEALANT , *', Size Class Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 11 Case 2 Case 1 Case 2 Case 1 Case 2 BEAMS OR COLUMNS: cv LONG W/ONE ENDco NOTE:TOP AND BOTTOM BARS TO S(&G i N i PRO,'1-f�Ij 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 ~'— (2)#5x4'-0"DIAG. F� F- CONTINUE THRU JOINT. DO NOT OPa INC _2"CLR #3 B 28 42 22 32 24 36 19 28 22 33 17 25 STIRRUPS OR TIES ARE PROVIDED THROUGHOUT LENGTH OF SPLICE v I HORIZONTAL BAR LAP BARS WITHIN 4'-0"OF JOINT. n p BARS AT EACH cc so . , 1% A 29 43 22 33 25 37 19 29 22 33 17 26 NOT LESS THAN THE CODE MINIMUM SPACING, OR COVER AT LEAST P - SPACING WALLS 8" THICK OR LESS —• CORNER -4 B 37 56 29 43 32 48 25 37 29 43 22 33 1.0db AND C-C SPACING AT LEAST 2.0db IF STIRRUPS OR TIES ARE NOT (1 ) db= DIAMETER OF BAR 1 1/2" *•/ • „ A 36 54 28 41 31 47 24 36 28 42 22 32 PROVIDED. 1 ll CLR.Z 1 112 —• ..-- #5 ; CASE 2:COVER LESS THAN 1.0db OR C-C SPACING LESS THAN 2.0db CONCRETE WALL, ADDITIONAL.VERTICAL B 47 70 36 54 40 60 31 47 36 54 28 42 •db SEE PLAN FOR SIZE& CLR• BARS EACH SIDE OF JOINT Al Cs G �- A 43 64 33 50 37 56 29 43 33 50 26 38 3. USE CLASS"A"WHERE 50%OR LESS OF THE BARS ARE SPLICED No.3 THROUGH No. 8 REINFORCEMENT F 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 -db =� 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 • \ /f o n: EXPIRES: t 21311 I #7 B 81 122 63 94 70 106 54 81 63 94 49 73 6db 1, • • .' . : : d " • _ �,, - No. 14 AND No, 18 • • @"L"< 12"NO ADD'L 3-29-2018 4.ACI318 DOES NOT ALLOW TENSION LAP SPLICES OF#11 TO#18 �- • - _• .4 - A 72 107 55 82 62 93 48 71 55 83 43 64 `•• ° - 4" = `t •' ,'' REBAR NEEDED #8 B 93 139 72 107 80 121 62 93 72 108 55 83 BARS. THE TABULATED VALUES FOR THOSE BAR SIZES ARE THE ° r. a 3-0 STAMP A 81 121 62 93 70 105 54 81 63 94 48 72 TENSION DEVELOPMENT LENGTHS. r ..e • ' TYP. A #9 B 105 157 81 121 91 136 70 105 81 122 63 94 �� I ' • 1 • " 4 ...---0- �' 5.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF \ ,4 _ ---iI-I- r l #10 A 91 136 70 105 79 118 61 91 70 105 54 81 CONCRETE CAST BELOW THE BARS. ` Z BACKER ROD&SEALANT B 118 177 91 136 102 153 79 118 91 137 70 105 1/2"0 SMOOTH BAR x RECTANGULAR OPENINGS W/ "L" GREATER THAN 12r, A 101 151 78 116 87 131 67 101 78 117 60 90 6. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE D=FINISHED INSIDE 5'- NOTE:TOP AND BOTTOM BARS TO DBPROPERTIES O"LONG W/ONE END 03 #11 B 131 196 101 151 113 170 87 131 101 152 78 117 TABULATED VALUES BY 1.3. BEND DIAMETER GREASED, MATCHLLC NOTE: #14 } N/A 125 187 1 96 1 144 108 157 83 125 97 145 75 1 112 r 0CONTINUE THRU JOINT. DO NOT D=6db FOR#3 THRU#8 HORIZONTAL BAR LAP BARS WITHIN 4'-0"OF JOINT. DETAIL APPLICABLE FOR ALL .-_ SPACING #18 N/A 161 241 124 186 139 209 107 161 125 187 96 144 7. LD-CASE 1, CLASS A, OTHER BAR D=8db FOR#9,#10&#11 OPENINGS, UNLESS NOTED � ,;,,t n �_; LS-CASE 1, CLASS B,OTHER BAR D= 10d FOR#14&#18 WALLS THICKER THAN 8�� OTHERWISE. MAX LENGTH OF 5=0". .: ::. y ±`-'`��4'' Enayat Schneider , 1 BAR LAP SCHEDULE (--2BAR BENDING DETAIL 3 CONCRETE WALL CONSTRUCTION JOINT 4 TYPICAL CONCRETE WALL OPENING Smith ri�`--- S8.01 NOT TO SCALE 8.o1 J NOT TO SCALE 58.01 NOT TO SCALE 58.01 NOT TO SCALE 3141 WALNUT STREET,STE.203A / DENVER,COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT v/ / NOTE: — VERTICAL THIS DETAIL IS TYPICAL FOR ALL RE- REINF, LS TYP, ENTRANT CORNERS CAST IN PLACE OR TIES tr z 1/4"MIN. CONCRETE SLABS, BEAM CKING - SAWCUT TOPPING AND WALLS.THIS DETAIL ALSO APPLIES AT ALL RE-ENTRANT CORNERS AT t• a e i s, ' V4 • a ■ ,� - • *' i-;- CONSTRUCTION JOINTS. - �\\\ 4: . • 4 . #5x4'-0"E.A. FACE ` M 111 •j".. _ - •d r• 6 �1 _ -• - • - � _ �, .s:'• �� I . _ "v -• .° •_. ' ' •� ' '._.. , d: . •< �' .•� - , #5 CONT. EACH SIDE OF -- a: - DOWELS TO MATCH SIZE - - -• - DOWELS TO MATCH SIZE I " "• . ' AND SPACING OF HORIZ. a - AND SPACING OF HORIZ. / . CORNER E.A. FACE • REINF., SEE SCHED. ('T'= REINF., SEE SCHED. CONCRETE SLAB, SEE PLAN SLAB THICKNESS) FOR LAP SPLICE co ° • -• - ,.-' FOR LAP SPLICE FOR SIZE&REINFORCEMENT IV -, -i • VERTICAL REINF. ; VERTICAL REINF. SAWED CONTROL JOINT (CJS / - . "' OR TIES r - OR TIES CO ° ' p FACE OF WALL/COLUMN 1' .` °` CONCRETE SLAB SEE PLAN ,, ,, 3'-0"TYPICAL CO '- re MIN, (2)VERT. N ' . ; OR GRADE BEAM 1/2 0 SMOOTH BAR x 2 0 -- BARS AT END --, ;:• FOR SIZE&REINFORCEMENT W/ONE END GREASED W 1/2"BACKER ROD&CAULK -1 :.4.:.,.. =4 -'.-4..:4 -,-- '''': • '''* '' A' -L .'. 4 .. ': '.."' '''. '.4'' '- s . 4. 0:' Z • - I 'd '. 4r .•4 • : dam•. '''-- :-L---;:_.- -- -- M < PLAN VIEW I:. • -. ' . .. .. "°. �. ; . • -. �: . • i 2'-0" • '' -� 18"TYP. /� 0.. • L ' ..•- CONCRETE SLAB(SEE ////<;77 / Q #4 HAIRPIN x PLAN FOR SIZE& / W I SPACED TO REINF.) MATCH WALL 1/2"EXPANSION a co REINF. JOINT MATERIAL CONSTRUCTION JOINT (CJI PLAN VIEW 0 J Q a Q 5 TYPICAL WALL OR GRADE BEAM INTERSECTION (---6- EXPANSION JOINT DETAIL 7 SLAB-ON-GRADE JOINTS 8 TYPICAL RE-ENTRANT CORNER REINFORCEMENT j s8.01 NOT TO SCALE .?:_,.o_..1,) NOT TO SCALE ss.o1 NOT TO SCALE 58.01 NOT TO SCALE COB; 0 Ci wN z J N O = d Q Z SHEAR WALL 2x4 FLAT BLKG AT SHEAR WALL 2x4 FLAT BLKG ATW C Z a TOP OF WALL SHEATHING - - PANEL JOINTS SHEATHING PANEL JOINTS < r �' 2x TREATED PLl ANCHOR BOLTS 2x TREATED PL - ii ANCHOR BOLTS F" I-- 1:: O ":.. • :4 b . , ,� d d - PER PLAN PER PLAN (2)#5 T&B OF 4 ' <' = SHEAR WALL SHEAR WALL OPENING, a. :. .:. °d ; ' .a . a: .:. ° EDGE NAILING EXTEND 4'-O" .4 • 4 ` 1/2"EXP JOINT EDGE NAILING TITLE 112"EXP JOINT PAST EDGE OF -- 4' 4- "•_�-• . -\ : ' .1,r'` •''< - ' . 4 i 1/2"EXP. MATERIAL # DATE DESCRIPTION OPENING - ` `` ' ' a` • EXTERIOR CONC SLAB,SEE PLAN INTERIOR STUD WALL, CONC SLAB,SEE PLAN °- = //• 3. 4"' GRADE FOR REINF&ELEVATION PATIO SLAB, FOR REINF&ELEVATION • - :<.. : !1`-� A. " `^' a \\� /- � -. ' . :. 4 ' •- _ SEE PLAN .a 4 / - 2)#5x3'-0" ° '_ :• . ' " SEE PLAN a :a 441* TYP.WALL REINF. <4._ . LONG AT FOUR : - ' //1 SHEARWALL SHEATHING ANCHOR BOLTS, PER G Z V -'\ o •° a 4 • •• • ' • ' SIDES a •4 , . ,, a - ) ?°3 AS REQ'D, SEE PLAN PLAN I < _ = ) •CONCRETE ... - . - WALL PER • .•° a 2 1/2"CLR.TYP. ' _\ #4 Z-BARS @ 18"O.C. T�/ ,,,,; - • - I /- '.- - �" {3)#4 CONT. J...4,, PIAN N`' _ aC/� /// .- .1'° ALTERNATE TOP&BOT. HOOK ,,,I=//1/_, \2_,.„11"2 _t'a ' - (2)#5 •Pa ,/ ° ! �" • A. —2ff et-• ryn .• ; : d• 4. AN' =OTT•. i;•; SAW CUT CONTRUCTION •. ,. , O' OPENING, ' . "' -.::3- . SAW CUT CONTRUCTION JOIST, SEE 7/S800 • P. 4 - •;; ,•• 4• — #4 T&B AND AT JOIST,SEE 7/S800 • a r Q ' ' " 12"O.C, CONC. SLAB-ON-GRADE, •. #4T&B AND AT •; ` " " ± • • 12"O.C. REVISIONS - • a M4,:- -SEE PLAN SEE PLAN ,• ; ,,,i,„--SEE PLAN SB,JD TDS . • 4 • ° DRAWN BY CHECK BY `d 4 • , . •- - :. ..•' °` - - REINF SEE PLAN _ n _ \ \ .." a..' Z I ��\/ - . ,4 -.-'\ ' \� z REINF, SEE PLAN PERMIT SET ° ° ' ;� �• :d W • : •� -., : - 2 3"CLR ''-4 d d \/ Z * •'� . STATUS OPENING MAX. � --' . - � �,•- " f 24"0 ROUGH w ...-;.:1 \ , < ' • \ \-I a. W - •4"" 4 OPENING NOTE: r u) r _ -4 2j< . ,L ; //v v} r a ` +•. 03.29.201$ _ _ _ W M DETAILS ARE APPLICABLE FOR d .4 a•-' _ _.., vv DATE ALL OPENINGS, UNLESS NOTED V r ° • V OTHERWISE. #4 AT 18"O.C. 3" / #4 AT 18"O.C. 3" / 17154 ALT. HOOKS - REINF., SEE PLAN ALT. HOOKS -• PROJECT NUMBER S8 @ DIA< 12"NO ADD'L L SEE PLAN SEE PIAN REBAR NEEDED 6" I.- SEE PLAN 6„ •- ■ 01 l 9 PIPE PENETRATION 10- TYP. EXTERIOR FOOTING (--11-- DETAIL AT INTERIOR WALL 12 EXTERIOR FOOTING AT PATIO 02018OTAK,INC. 58.01 1" = 1'-0" If this drawing is not 24"x 36",it has been S8•01 ) 1" = 1'-0" S8 01 1'+ = 1 r-d" reduced/enlarged,Scale accordingly. �8.0� NOT TO SCALE ` 2x STUD WALL, SEE PLAN FIRE PROTECTION, • ,,,,41/4 ANCHOR BOLT, SEE PLAN Otak SEE ARCH. ----_, ---- 2x TREATED PLATE TYP. _i_ ,_ _-- •,._._. ..-------/-- -' ' - -.4' • * ••*.--:-- --- .'1'-- •41 • f' . 1/2"EXP. JOINT Otak Architects, Inc. 1_, 1 1 I ,. _.,- ' ' ,.. •-.4 ,-.1-.-,,i,-.ft,1 808 SW Third Avenue, Suite 300 -II I •_ - - .-.., „ . ,_ Portland, OR 97204 - main 503.287.6825 . • . ,-, //////'///'///'//// / / wvvw.otak.com -. . • • - A ' . - Z _ ..e, • #5 AT 12"O.C. . /\ /X/X`, - < •- .• EACH FACE .,• ,_, -4.-, ,,/ /,<•••„,/ ' ' 2 ..... 4P.. • 0,1) PROltri 1„ Li 8'--,,--s...., _-•-.. •'- EACH WAY •/ \ SLAB REINF, SEE PLAN GINE, 2 -1 ,. . • „ft, /.• ,. Co ÷ 0 tu - •"\_ .__._ 444 -13 - .4 marliff.A..-- - EXTERIOR PAVING, SEE CIVIL L.L. - - --. .1-•\,, .. • - .• :, ••• VERIFY PIT&SUMP z DIMENSIONS W/ARCH SLOPE, SEE ARCH. *0/ •••• tu , „ .•. _ ... . ,., IL > ELEV. MANUF. PRIOR TO N. Lu 14/ CONC. PLACEMENT w , -- ' / .-..---- - . - 8"TYP /CI G. al?‘ - #5 AT 12"0.C. SUMP PIT ,:: •• ••. TO. SLAB AN (!) 1'-0' • --,-.. „ , _ • • - - - -• • A • ' [ •; -' • ' ''' -, -'-• -,-* •., *-•••• '.-:*: •.• SEE ARCH 1_,/ -. 'A •-. -.-, EACH FACE COORD.W/ARCH. . . • ._ V-0" ic,,,. „ .. . . • - - -•. :, ' EXPIRES: 12/31/ ill --, ,.... _ . • / EACH WAY T&B •. • • • .• . • TYP / C .• // \/;:/X/ . . . . , . .....„ %_.... ... • , • 3-29-2018 • _ . <\//` '// '// '// ''s ';''.- :,,,,; ,s.<,:,,;4 fn I , .1 -.,.• . T.O. 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TYP Z••-) AROUND SUMP PIT b "--___-7 3141 WALNUT STREET, STE.203A . - DENVER, COLORADO 80205 r1 ELEVATOR PIT DETAIL AT CMU ) 720.904.1234 wvvw.essdenver.com CONSULTANT 8.02 1" = I-0" 44T . "H"x 2 -..4: • 2 '-: "ii• ,- .-.., . DOWELS TO MATCH WALL REINFORCEMENT s,;' -,: ,.., '-_(MIN.)•,:°, . . '- - • :, , "^ . ..' :4 , SIZE&SPACING CO 4, ,,,,,7„,,/- WOOD STAIRS, I- .-''. 4-.' - -.4. , - , '-'-': :1 '. • ' -...' "..‘ l--'- 's : .. : WALL BOTTOM STEEL SEE 12/S8.21 CI) -. :' -;-; •-r- --`-`-' x': -.'`. :',.. -•. „. :-.,•-', -. 1. `.:. 7. ..: : -1 . , . 4. . z CONCRETE WALL,' - - -4. :' . -1-, '- ', ' -* --, ••" ' . :- :.• •' •: • 4. - ..-.• in- LU L3x3x1/4"x6"LONG > (2) 1/2"DIA. THRU BOLTS Z M - • TOP STEEL&TIES, IF..- .-. ; .' 4- '‘: -:' ;•• .2 - :'•A --'• 31. -•'':',-- ',,• 4- • ," , .- , 1 LS -, - -• - AT STRINGER IN VERT. SLOTTED I- _ . -I A• . 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SLAB,SEE PLAN Portland, OR 97204 WALL EDGE NAILING, FOR REINF. main 503.287.6825 - WALL SHEATHING, 2x TREATED PLATE SEE PLANwww.otak.com um SEE PLAN CONC. SLAB,SEE PLAN d d- -, • ) r 'of POST,SEE PLAN SHEAR WALL SHEATHING FOR REINA. ,_ d "- .a °-, - 'NO. P I�`C ,- ---77-V\-- 2x TREATED PLATE W/ &EDGE NAILING #5 @ 12"O.C. ' _\ E I III I ' � �'` �� '' ANCHOR BOLTS, PER PLAN POST, SEE PLAN a I I- Bt -1,, - #4"Z"BARS @ 18"O.C. =r -. — ♦,,, � ALT. TOP&BOT. HOOK z , : ABU BASE M 6 — - I s •• , 2 p di •--, WALL EDGE NAILING, - ' b.. : `- . " a. SEE PLAN co ' _'° - i ii lI if 1 kr _ - 14," ,, y (3)#4 CONT. —y-/\/ \/ ' -- - n SLAB, SEE PLAN / ‘6"/ �! EXP13tiES: 1lt31l VI�/�\ 2° #4 TSB AND @ 12"O.C. SLAB,SEE PLAN . . • _ FOR REINA. SEE PLAN FOR REINA. �� ;, FOR REINA. f .; - #5 @ 12"O.C. 3-29-2018 ra. CONTINUE CONT. FTG. // l �� ' '. A'° REINA.THRU PAD FTG. • \\ /\ STAMP = : �.a..... •. d s \�, ,//�// / d . 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L3x3x1/4 x 5'-0"W/5/8"DIA. x 6" 8,, 4" 6" 6" HAS @ 24"O.C. — BRIDGE BY OTHERSOtak SITE PAVING, SEE CIVIL • \ \ _ : " --- • Otak Architects, Inc. 6 © v � u.- ._ e ZN 808 SW Third Avenue, Suite 300 S 6 S8.04 '��•-�= ; . .- F- - Portland, main OR 97204 - '— 3/8 KNIFE PL STEEL FRAME, SEE ELEVATION #6.44.114 , ..4. , 3/4"DIA A307 ANCHOR ROD x �� BO BRIDGE HSS 5x5x3/8 --�— „ „ �,_ 7 W/WASHER&(2)NUTS (4" #5 Z BAR© 12 O.C.' Y 4" www.otak.com SEE CIVIL i Y • a , L ,� 1 PROJECTION),VERIFY —- L______J q I I q CAP PL,TYP ° = ' j QUANTITY W/BRIDGE MFR. �E -%( I : . , .9. ,_ -.,\\j\ NOTE: NS&FS' V. - = 1 -. :/ / STEEL FRAME&ANCHORS �'' \/\/\ (10)#8 T&B, c.4 G 1 W .fJj� TYP/ I I • = ; \ \ \ \ GRADE LINE, SEE CIVIL NOT SHOWN, SEE 1 &2/S8.04 EA.WAY ` 4 y 1111, 1/4/ BRACE, SEE \ i I BASE PL 1 x 11 x 2'-0" z #5 @ 12"O.C. 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FLOOR CORRIDORS UNIT FLOOR TOPPING,SEE PLAN SIDE OF POST- / EDGE NAILING TOP AND BOT 3-2X4: ONE ROW OF 30d COMMON WIRE . = °- PLAN TOPPING PER FLOOR SHEATHING, FLOOR R NAILS AT 8"O.C. STAGGERED,APPLY(1) CU,SEE PLAN TYP. FLOOR SHEATHING, l SEE PLAN TREATED ROW TO EA. FACE(ALT.SIMP SDW22). NOTES SEE PLAN �� r �, PLATE,TYP. :µ --d -- --� 2-2X4: ONE ROW OF 10d COMMON WIREA NAILS AT 6"0,C. STAGGERED. ;; Izi �- I HING OVER 3x T GFLOOR TDECKING ,►_/ .,., - PER PLAN CO �, : IEI JOIST, SEE PLAN SHEAR WALL EDGE W _ - d,• • 4 • • . I NAILING PER SHEAR JOIST, SEE PLAN (2) 16d INTO d / \ WALL SCHEDULE d `• •~ BOTTOM OF 10d TOE NAILS @ 6"O.C. (2)2x PLATE-FOR I— EA. STUD '• . JOIST, SEE PLAN SHEATHING PER LAP, SEE 2/S8.21 Ct . BEAM, SEE PLAN SHEAR PLANS <BEAM, SEE PLAN SIMP. IUS HANGER U.N.O. FIRE BLKG. @ W CL CONC. BASE T&G DECKING CEILING LINE M 1 - 5 TYPICAL BUILT-UP COLUMN/POST 16 DETAIL (7'N FLUSH WOOD BEAM 8 CORRIDOR WALL I" C/) 58.21 NOT TO SCALE S8-21 1" = 1'-0" \ s8.21 1" = 1'-0" S8.21 1" = 1'-0" W --I' Q < I-- (2) (2) 10d NAILS @ 6"O.C. a Li 1 118"PLY THREAD,ORIENT SO (STAGGERED NAILS) I< 0 a THAT FLAKES ARE PARALLEL TO THREAD LENGTH JOIST, SEE PLAN C Ce W STITCH NAIL W/(2)ROWS N 6 ` OF 10d @ 8 O,C. -11 — N (STAGGERED) ; I / -,;;;� .. N N- W Z N r- miromi D Ce 2x12 DF#2 STAIR i � r, L.L.. = 0 W STRINGERS P) A N Cir� W u) ct 0 —_\. _ O s rs HANGER, SEE PLAN TITLE A 2 BEAM, SEE PLAN 2x PLATE WITH 16d NAILS 2x EXT.STUD WALL, 2x PLATE WITH 16d NAILS # DATE DESCRIPTION 2x STUDS PER PLAN AT 16"O.C. U.N.O. ON SEE SCHED. AT 16"0,C. U.N.O. ON SIMPSON CS16 x SHEAR WALL SCHED. SHEAR WALL SCHED. 2x EXT. STUD WALL, 5'-O" 2x PLATE Wt 16d @ 6" CONT.6x12 AT 2-HR SHEAR WALL EDGE SHEAR WALL EDGE SEE SCHED. O.C, U.N.O.ON SHEAR WALL,SEE 1/S8.22 NAILING,SEE SHEAR NAILING, SEE SHEAR CU, SEE PLAN NOTES WALL PLANS WALL SCHED. WALL SCHED. SHEAR WALL EDGE FLOOR TOPPING, PER PLAN PROVIDE GAP IN CU,SEE PLAN NOTES PROVIDE GAP IN TYP. FLOOR SHEATHING, • NAILING PER SHEAR SEE PLAN WALL SCHEDULE FLOOR SHEATHING, PER PLAN WALL SHEATHING TYP. FLOOR SHEATHING, WALL SHEATHING I ! 4 SEE PLAN J , (4)2x12 DF#1 STRINGER CUT , "'`� �c - _ ___ 1 1/8" S TO LEAVE 51/2"SECTION ; ! w FLAKES LORENITED PARALLEL PR j �.- - SHEAR WALL EDGE < TO LENGTH OF TREAD REVISIONS NAILING, SEE SHEAR �e1 WALL SCHED. I I 11111 I I /2%; SHEAR WALL EDGE I� / NAILING, SEE SHEAR SB,JD TDS =T WALL SCHED. ® FLOOR EDGE NAILGHING \ \- JOIST, SEE PLAN 41 0#01 "` DRAWN BY CHECK BY SIMPSON A35 @ 48 FLOOR JOIST PER PLAN O,C, U.N.O. ON SHEAR WALL SCHEDULE FLOOR SHEATHING9\ JOIST, SEE PLAN EXTERIOR SHEATHING, ITS HANGER PERMIT SET 1 1/2"CONT, LSL BLKG,W/10d EDGE NAILING STATUS TOENAIL @ 8"O,C, U.N.O. ON - (2)2x PLATE, SEE 2/58,21 SEE SHEAR WALL PLANS SHEAR WALL EDGE (2)2x12 DF#1 STRINGER CUT 03.29.2018 NAILING PER SHEAR SHEAR WALL SCHEDULE EXTERIOR SHEATHING, FOR LAP VERIFY W/ARCH 2)2x PLATE, TO LEAVE 51/2"SECTION WALL SCHEDULE SEE SHEAR WALL PLANS FOR LAP SEE 2/58.21 a. DATE JOIST,SEE PLAN(WITH WEB 4-0 MAX STIFFENER WHERE REQ'D BY 2FIRE BLKG.@CEILING LINE BLOCKING AT 17154 SEE DTL 2/S8.22 FOR MANUF. /\/______/\/______ x BOTTOM OF JOIST, PROJECT NUMBER CONDITION WHERE (2)2x PLATE-FOR LAP EACH STUD SPACE DETAIL A ` POSTS ABOVE OCCUR SEE 2/S8.21 S8 . 21 9 BEARING WALL 10 I-JOIST PARAL. TO EXTERIOR WALL (-1-1- I-JOIST PERP. TO EXTERIOR WALL 12 STAIR DETAIL ©2018OTAK,INC. 58,21 1" = 1'-0" S8.21 1" = 1r-Orrr rr = 1, r+ s8.21 1rr = 1 -0 \ S8.21 1" -0 If this drawing is not 24"x 36"it has been reduced/enlarged.Scale accordingly. 2)( CS16 x 18" (ONE FACE OF POST) Otak SIMP A35 BOTH SIDES OF POST, ----.• ....______-- STUD WALL FRAMING TOP AND BOT PLY SHIM _ - , . . ---..,_ . _ - TYP. FLOOR SHEATHING, ,,„ POST UP TO BEAM OR . SEE PLAN Otak Architects, Inc. -„,,,,, _______ GIRDER TRUSS,ABOVE 10d TOE NAIL©6"O.C. '. .‘-"--- FLOOR FRAMING FROM TOP PLATE TO 808 SW Third Avenue,Suite 300 0* Portland,OR 97204 WHERE OCCURS BEAM CU, SEE PLAN TYP. FLOOR ::\ --11"\ 0.1\ \ \,.' \ \ N,N\ main 503.287.6825 / SHEATHING,SEE PLAN www.otak.com (2)CS16x14"(ONE ON EA. --,,,.,,,,... . 10d TOENAILS @ 6"O.C. hibilli OPPOSITE FACE)OF EA. — TYP. FLOOR SHEATHING, _ _ , .• . . . • - • — .. . .., - STUD OF WING WALL,TYP. .. -0 1 0 ,p, DOUBLE 2x TOP PLATE WALL SHEATHING, SEE PLAN '',, - SEE PLAN PLAN _4%10 PROF '4 s , r-iv" altie 4, . „ _ ? ... ° '''--- CANTILEVER BEAM,SEE PLAN 44., ii ° o* \ . iir II .. . L II NOTE USE TYPICAL - -....., :v. SIMPSON A35 TOP&BOTTOM SHEATHING BOTH ' „, POST CAP,SEE PLAN _....,.... 41r! OF BLOCKING 14,4444. SHIM AS RECID I ii 1 1)-1 SIDES OF WING WALL / POST, SEE PLAN / STEEL CANOPY BY OTHERS , ci _pm JOIST, SEE PLAN 140 lizk WALL STUD • •- . \ / ..,\\ JNO0ITSETDS PARALLEL MS / / saA 10d TOE NAILS AT 4" FRAMING, SEE PLAN .11,11111VLI --- L TYP. FLOOR FRAMING, BOTH TO WALL WHERE CS16x23"WRAP AROUND DES 12/31/ il SEE 9/S8.21 SIDES, STAGGERED BOT. PLATE TO OPPOSITE ''-•„,,, - - -- 2x PLATE W/ANCHOR Vigil SIMPSON LTP4 @ 1T O.C. FACE OF STUD,TYP. EA. - BOLTS,SEE PLAN il=7-71 J 3-29-2018 .0 . - I0141 STAMP U.N.O.ON SHEAR WALL 6x12 PROVIDE SOLID BLKG. UNDER (2)2x PLATE, SEE 2/S8.21 STUD °- r- . 2"SQUARE PLATE ,__I-1 SCHED. POST IN FLOOR CAVITY TO MATCH --1-1\7 FOR LAP -- 1'-0"MAX . I WASHER AT EA. WIDTH OF WALL. WHERE JOIST HANGER, SEE PLAN ARE PERP. TO WALL, SET BLKG POST DOWN TO • — INTO ONE JOIST SPACE. WHERE / BOLT .,,_,LF-Thi-r' L -1-1-1/-1:1,L1-1_,,, FOUNDATION TO '4*-:. -''' •: 2 •:;:. :-:----- (2) 1/2"DIA THRU BOLTS JOIST PARALLEL TO WALL, BLKG IS •-.. - •,f'4.:. :. • .. , ..':- '/-....— CONC. STEM WALL, TRIPLE 2x6 BLOCKING ©4'-O"O.C. MAX. DBG PROPERTIES MATCH ABOVE U.N.O. 12"LONG MIN. (CENTERED AT CANTILEVER BOTTOM PL. • -•- - ..• - SEE PLAN OR HEADER BETWEEN LLC POST) EDGE OF WING WALL , . • .- - - - - - - STUDS' • ', \ a ,- 4 03..,--,z,, Enayat 110 1 2-HR STAIR ELEVATOR (2 TYPICAL BLOCKING BETWEEN FLOORS (7-3- WING WALL DETAIL i---; EXTERIOR CANOPY Schneider Smith y 1 -•,,---:' S8.22 1" = 1'-0" S8.22 1" = 1'-0" \\ 8.22/ 1" = 1'-0" i3. 1" = 1'-0" Engin/wing, ,\=- kw ' 3141 WALNUT STREET, STE.203A DENVER,COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT --e-\„„.____ ____/•-•\/.-- ........."-\/__ SSTEUEDPWANLL FRAMING ABOVE, 777, GYPSUM SHEATHING, 2x PLATE __ \/\ _ STUD FRAMING ABOVE SEE ARCH. GYPSUM SHEATHING, SEE ARCH FLOOR SHEATHING, WALL STUD FRAMING, 14"MIN. SEE PLAN --__. CU,SEE PLAN .•t .- 7 SEE PLAN CU,SEE PLAN ---,-- FLOOR SHEATHING,SEE PLAN FLOOR SHEATHING, ' SEE PLAN WALL STUD FRAMINGPLAN, SEE e - :. . . . K 10 1 y . . ,.. .._, I WALL SHEATHING, SEE PLAN 4, a• FLOOR SHEATHING, SEE PLAN 1 1 7 '-at tr.' -._ - , n V.01.1111111{ 1 (i) FLOOR EDGE NAILING, SEE PLAN ------- DOUBLE 2x PLATE i 1-- WALL EDGE NAILING, SEE PLAN CS16 CONNECTING TOP 11 i 1 10d TOENAILS e -i vi; N, PLAN M :., WALL EDGE NAILING, SEE FACE OF WALL •-- BEAM, SEE PLAN - STOP TOP PLATES ON i @ 6"O.C.0.C. ------------__ — ..41k Z`l• LIJ _ EA. SIDE OF BEAM 1- --- .1 °: CORRIDOR DECKING, PACK AS REQ'D — ..r, ---- --- PROVIDE STUB POST SEE PLAN I- 71 — ----------- BEAM, SEE PLAN --=-7-111 ---- "" -'111.11, /---STEEL CANOPY BY OTHERS UNDER BEAM WITH STUD / . . Z WC v '---. -•---- NAILED TO EACH SIDE I-JOIST,SEE PLAN : 2 < ''''''• (2) 1/4"x3"SDS FROM , eaol...W.V.. \ STUD TO BEAM EA. SIDE , , M < — vv .anit•mt•tt* TO POST — ' , :• : • . i A ‘? •,-. :14 SEE PLAN , : : ._ HANGER, , . . POST, SEE PLAN . . DIA. x 6"LAG SCREWS —J DOUBLE 2x TOP / . JOISTFRAMING, 2'-0"MAX _ _,./s-__ • --/\F (4) 1/4"DIA x 6"LAG SCREWS STITCH NAIL STUDS TO I— S © 18"0.C. CL @ 18"O.C. MAXIMUM BOTH SIDE OF POST& IMPSON LTP4 LLI ITS HANGER, U.N.O.ON SHEAR WALL BEEAM TYP. SCHED. < CD 0 BEAM, SEE PLAN CO w 0 z 0 1.5 co 5 EXTRERIOR CANOPY AT STAIR 6 TYP. BEAM TO COL CONNECTION AT EXTERIOR 7 INTERMEDIATE LANDING 8 CORRIDOR/UNIT WALL AT 2HR FIRE RATING ccl 2 S8.22 1" = 1-0" S8.22 1" = I-O" S8.2 1" = 1'-0" S8.22 1" = 1'-0" Ul g N =mu p W cs LLI (0 ce 0 = 0 < CY) 0 0 —i 1-- rzr-- LI. GYPSUM SHEATHING, TYP.WALL EDGE SEE ARCH. NAILING, SEE PLAN ----/T CU,SEE PLAN GYPSUM SHEATHING, 7,77 SEE ARCH. 2x PLATE ____^ V. ___/\r____ —Ay TITLE # DATE DESCRIPTION TYP. FLOOR SHEATHING, CU, SEE PLAN SHIM AS REQ'D SEE PLAN ., , ' TYP. FLOOR SHEATHING, FLOOR SHEATHING, CORRIDOR DECKING, SEE PLAN SEE PLAN -..---.....0---- - ---t : , SEE 9/S8.21 FLOOR SHEATHING, SEE PLAN 6x12 -"••••••.-- . -‘ I DOUBLE 2x TOP PLATE - - AT EXTERIOR WALL 1 \ ,Iry 10d TOENAILS via - \ I 10d TOENAILS©6"0.C. "Ma. VESTIBULE DECKING, A \ SEE PLAN REVISIONS i-i---- • _.......s.,, • \ l liri .4 1 , WALL STUD FRAMING, SEE PLAN i \t TYP. FLOOR FRAMING, 2x8 BLKG BETVVEEN 14"MIN. EA. SIDE OF STEP N SB,JD TDS ,.. DOUBLE 2x TOP PLATE ifilf4 lift vi AT _'\ SEE 9/S8.21 STUDS DRAVVN BY CHECK BY CORRIDOR WALL A A a Kr ------- , CORRIDOR DECKING, SEE PLAN ,11111r- I a: N :-.- ±' esi VESTIBULE DECKING, 3x8 LEDGER W/(3) 1/4" DIA.x 6"LAG SCREWS 6x12 HANGER,SEE PLAN CS16 FROM BLKG TO CORRIDOR TOP PLATE EA. FACE OF WALL \ STUD WALL FRAMING, SEE PLAN PERMIT SET STATUS SEE 03.29.2018 PLAN 2 _ _ 3x6 LEDGER W/(2) 1/4 DIA x 6" —/ __ __/ --- Vi\/ v DATE LAG SCREWS AT 6"STAGGER \ N 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 02018 OTAK,INC. 9 CORRIDOR BEEAM W/ LEDGER (-17-31 VESTIBULE WALL AT 2HR FIRE RATING 11 2HR WALL AT OPENING/UNIT (-1-2 TOP PLATE STEP AT EXTERIOR/CORRIDOR WALL If this drawing is not 24"x 36",it has been Scale accoidingl S8.22 1" = 1'-0" 3.2 1" = 1'-0" S8.22 1" = 1 -0" 8.2_2_,,/ 1" = 1'-0" reduced/enlarged. y. Otak ....,00--- L. SIMPSON A35 TOP&BOT. _ STUD WALL FRAMING, OF BLKG, EA. END SEE PLAN Otak Architects, Inc. EXTERIOR MODIFIED • 808 SW Third Avenue, Suite 300 /,- 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. A SEE PLAN s,9 PRO/\ \ \ ;t*E , •ge LU \ Nil' \ : W '-' v,:..4= - 4"). NI*° N ee 4: Z U. \,! al ___, : QC a, . 4f. ...a,." /1 I \4 •. et -\""m4t iP SIMPSON GA1 FROM TOP htN , ip 4e: .., ..,,, SIDE OF WALLPLATE TO 'BOTH - IA/ 1-‘.4, G. 'E '�� N SIMPSON GM FROM SIMPSON CS16 FROM INTERIOR PLATFORM STAIRLAN LANDING JOIST, EXPIRES: 12 � 1/ � TOP PLATE TO BLOCKING FRAMED-WALL W/6x12, SOLID 6x10 BLOCKING 3-29-2018 TOP PLATE TO BLKG. _ SEE 1/S8.22 BETWEEN STUDS AT TOP FLANGE HANGER, STAMP —� LEDGER ATTACHMENT SEE PLAN — LSL BLKG BELOW .,-...,,,crif1 -1-Thr-1711:1-1_,,_ `__ INTERIOR PLATFORM 2x8 LEDGER W/(2) 1/4"DIA.x 6" FRAMED WALL W/(1)PLY LSL BLOCKING LAG SCREWS AT 6"O.C., D B G PROPERTIES STAGGERED LLC — \ ; l 1 r-2--- 2 3 .,. TOP PLATE STEP AT EXTERIOR TO INTERIOR WALL. TOP PLATE STEP AT 2HR WALL STAIR LANDING LEDGER (2HR FIRE RATING) EnaYet �— Schneider .4` nn Smith y e rr n n ti = 11-0" a - s8.23 1 = 1 -0 8.23 1 1 = 1 -0 s8.2s Inc 3141 WALNUT STREET,STE.203A DENVER,COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT CD F— a z w CO M I—• E— Z Ct w 0 M < I— IX ICC w < 00 CO W0ra L11 z J YN M W zC L iii LL= LO E.' CW c 0 F- ti I— Lc_ TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8123 ©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 PROVIDE SHEATHING BOTH SIDES OF TRUSS. PROVIDE SHEATHING 8d @ 6"O.0 EDGE NAIL 9.....,,,rn t a k_. _ 8d @ 6"O.C. EDGE NAIL BOTH SIDES OF TRUSS. EXTEND TRUSS END VERTICAL MEMBER (2) 10d AT EA.TRUSS TYP ROOF EDGE NAILING TO FORM PARAPET& EXTEND TRUSS END DESIGN FOR+/-82 ---44:=7 VERTICAL MEMBER = {t 8d @ 6"O.0 EDGE NAIL 10d TOENAIL AT 6"O.C. utak Architects, Inc. 8d 6"O.C. EDGE NAIL TO FORM PARAPET& his....- ROOF EDGE NAILING PSF WIND LOAD ^ @ (6) 10d NAILS AT EA. TYP. ROOF 808 SW Third Avenue, Suite 300 = DESIGN FOR+/-82 Portland, OR 97204 0�¢ PSF WIND LOAD _^• ROOF EDGE NAILING END OF BRACE TYP. ROOF SHEATHING, SHEATHING, SHEAR WALL EDGE re 2 ROOF EDGE NAILING U `� ce TYP. ROOF SHEATHING (3) 10d AT EA. SEE PLAN main 503.287.6825 SEE PLAN NAILING, SEE SHEAR w= TYP. ROOF SHEATHING, Q= www.otak.com LU 4 SHEAR WALL EDGE w o SEE PLAN BLKG.,TYP. 2x6 BLKG. BETWEEN SLOPE SEE WALL SCHED. co v SEE 7NSLOPE SSYOP& f ARCH. NAIL TRUSS , SEE ARCH. ;E : ;: S OFSEE ARCH.TNTUSESIP _.--li --- RECI'D BY MANUF V— -AS - r 24 O.C. U.N.O. ON I X-X SIMP A35 ANGLE @ 24 4 "� I '''s.-c.-9. - - SHEAR WALL SCHED. O.C. U.N.O. ON SHEAR 4/ \ f r 2x BLKG. BETWEEN WALL SCHED. o ► co TRUSS OVER r °° GIRDERTRUSS 2x BLKG. BETWEEN • 10d6"OC. BYOOSSi p •i I \\/ '� ! D \iv ~ ` 2x6 BRACE AT 10d TOENAILS AT 6"O.C. . \ / HANGER BY SEE ARCH. '•``�,,-••',;;- A _ 3-29-2018 SHEAR WALL EDGE \ SHEAR WALL EDGE / 6'-0"O.C.TYP. SCHED. WALL TRUSS BLOCKING AS -'"� STAMP NAILING, SEE SHEAR �I X c.� �//^�_ TRUSS MANUF. \ - ---- _ WALL SCHED. ✓ / NAILING, SEE SHEAR \ / X x x X I. REQ'D BY MANUF. (ADD'L H7Z AT GIRDER TRUSS) / WALL SCHED. XN1 "� —. /X\ \ x TRUSS BLKG. �` 10d TOENAIL AT 6 10d TOENAIL AT 6" / _\ "" , ROOF TRUSS SHEAR WALL EDGE NAILING, _I-7-v---11-1,±-Lm_ BETWEEN TRUSSES, BY OTHER SEE 11/58.31 SEE SHEAR WALL SCHED. O.C, U.N.Q. ON SHEAR 10d @ 6"O.C. Q.C. U.N.O.ON SHEAR _ A35 ANGLE AS NOTED WALL SCHED. SHEAR WALL EDGE DBC� PROPERTIES ROOF TRUSSES BY OTHER WALL SCHED. ROOF-RUSSES BY OTHER ON SHEAR WALL NAILING SEE SHEAR (2)2x PLATE, FOR SHEAR WALL SHEATHING, LLC SCHED. WALL SCHED. LAP SEE 2/S8.21 SEE SHEAR PLANS HEADER WHERE H2.5A AT EACH HEADER WHERE H2.5A AT EACH TRUSS OCCURS, SEE PLAN (ADD'L H7Z AT GIRDER TRUSS) OCCURS, SEE PLAN TRUSS(ADD'L H7Z AT SHEAR WALL SHEATHING, r-� ,,:•._r, ;r; GIRDER TRUSS) (2)2x PLATE, FOR SEE SHEAR PLANS - 2x INT. STUD WALL, SEE SCHED. ` ✓�A EXT. SHEATHING, SEE EXT. SHEATHING, SEE (3) 10d TOENAIL LAP SEE 2/S8.21 -..... Tr._ 2x INT.STUD WALL, SHEAR WALL PLANS (2)2x PLATE, FOR SHEAR WALL PLANS TRUSS TO PLATE Eneyat � LAP SEE SEE SCHED. Schneider ' 2x EXT. STUD WALL 2/58.21 2x EXT. STUD WALL, (2)2x PLATE, FOR Smith ��� -' SEE SCHED. 2,_0�.MAX SEE SCHED. LAP SEE 2158.21 3141 WALNUT STREET, STS.203A 1 ROOF TRUSS PARAL. TO EXT. WALL X 2 ROOF TRUSS PERP. TO EXT. WALL 3 ROOF TRUSS PARALL TO INTERIOR WALL 4 ROOF TRUSS PERP. TO INTERIOR WALL DENVER,COLORADO 80205 58.31 / 1" = 1'-0" S8.31 1" = 1'-0" S8.31 1" = 1'-0" S8.31 1" = 1'-011 720.904.1234 www.essdenver.com / CONSULTANT 2" 4" 2" 7III WALL SHEATHING, SEE PLAN OVERBUILD FRAMING, SEE ARCH TYP. ROOF EDGE NAILING BEAM, SEE PLAN 2" 4" 2" 7 1 /- GUARD RAIL BY GUARD RAIL BY OTHERS i 1 E OTHERS WALL EDGE NAILING, SEE PLAN ROOF SHEATHING, SEE PLAN WALL SHEATHING, OVERBUILD FRAMING, SEE ARCH 1 I CONCRETE TOPPING, --IN,- SEE PLAN 01 I SEE ARCH TYP. FLOOR EDGE NAILING, 10d TOE NAIL @ 6 O.C. �" SEE PLAN U.N.O. ON SHEAR WALL I �- GUARD RAIL BY GUARD RAIL BY TYP. FLOOR EDGE NAILING, o1 I O FLOOR SHEATHING, SCHED. -serr IOTHERS OTHERS SEE PLAN I ' MAX THICKNESS=2 1/2", 2x PLATE WITH 16d NAILS @ 6" I/ SEE PLAN O,C. U.N.O. ON SHEAR WALL IlillikileA X O 1 SECTION A-A A-A SCHED• WALL SHEATHING, SEE PLAN -- CONCRETE TOPPING, 2x PLATE WITH 16d NAILS @ 6" TYP. FLOOR NAILING, - O I O MAX THICKNESS=2 112", O,C. U.N.O. ON SHEAR WALL TYP. FLOOR EDGE \ SEE PLAN TYP. FLOOR SHEATHING, ISAWN LUMBER JOIST, I SEE ARCH SCHED. NAILING, SEE PLAN SLOPE SEE PLAN SEE PLAN SECTION A-A — FLOOR SHEATHING, FLOOR SHEATHING, SEE PL3/8x8x91/4 PL BOTH SEE ARCH. TYP.WALL EDGE NAILING SEE PLAN SIDES OF BEAM W/{4} PLAN 1/2"DIA.THRU BOLTS ;r - .---_, m„� ' = DOUBLE 2x PLATE, SEE 2/S8.21 ►I SLOPE iv �, r .�.,... PL3/8x8x9 114 BOTH SIDES A-A SEE ARCH. r, ' Fr �' ,I 1 ROOF SHEATHING, SEE PLAN OF BEAM W/(4) 1/2"DIA. '' � N , „ �,,, , ,. 1><1 _ 4 . THRUBOLTS �_ ct, _ i �_ 2�, - Ii� i �- ■1�, - - < �-, WALL SHEATHING, SEE PLAN (3) 10 @ BLKG., P - ��� �' d EA G. TY �� G I-- "' :111111p,.. _1.,14„, 'i t- _ Z 2x PLATE W/led NAILS @ 6" 4iiirinil — • = 2x6 BLKG. BETWEEN W =111, �: t WELD GUARD RAIL FULL if r O.C. U.N.O.ON SHEAR WALL! DEPTH OF PLATE TRUSS SCHED. WELD GUARD RAIL FULL r `-- (2)2x8 RIM BOARD I\-- FLOOR JOIST FRAMING, (6) 10d NAILS @ENDN TYP. ROOF EDGE NAILING, DEPTH OF PLATE SEE PLAN OF BRACE SEE PLAN FLOOR JOIST FRAMING TOP FLANGE HANGER, W < (2)2x8 RIM BOARD SEE PLAN - SEE PLAN SIMPSON A35 FROMSOLID PACK AS REQ'D H2.5A BOTH SIDES OF JOIST 2x BLOCKING BLOCKING TO EA. STUD 1 + + Q GLULAM BEAM, SEE PLAN DECK JOIST,SEE PLAN STUD WALL FRAMING, SIMPSON A35 @ 24 O.C. U.N.O. ON SHEAR WALL SIMPSON A35 FROM SEE PLAN PLAN Ce J TOP FLANGE HANGER, BLOCKING TO EA. STUD 10d TOENAIL 6"O.C. H2.5A BOTH SIDESx6 BRACE AT - �� NAILING41:3C SEE PLAN @ OF JOIST NOTE: DECK FRAMING SAWN 40 TO 60 DECDEG. 6"O.C.,TYP. Cs TYPICAL WALL EDGE Q DECK JOIST, SEE PLAN NOTE: DECK FRAMING SAWN STUD WALL FRAMING, ,, LUMBWER SHALL BE PRESSURE - ROOF TRUSSES -----�- F— LUMBWER SHALL BE PRESSURE SEE PLAN SIMPSON A35 @ 24 O.C. 2x8 LEDGER W/(2) 1/4 TREATED, GLULAMS SHALL BE UJ 2x8 LEDGER W/(2) 1/4" TREATED, GLULAMS SHALL BE DIA.x 4" LAG SCREWS EXTERIOR GRADE BY OTHERS I DOUBLE 2x PLATE Q (� DIA.x 4"LAG SCREWS EXTERIOR GRADE GLULAM BEAM, SEE PLAN @ 12"O.C. x SIMPSON A35 _ - @ 12"O.C. STUD WALL FRAMING, co Cyw 0 5 DECK WITHOUT CANTILEVER (--- DECK AT CANTILEVER LOCATIONS 7 ` HIGH ROOF FRAMING PARALLEL TO WALL SEE PLAN C3 W N z N S$.31 1" = 1'-0" ` 58 , 1 311, 1 -0" 8.31 1' / 1" = -0" J NRI DOUBLE 2x PLATE UNI Z C7) 8d@6"O.C. EDGE NAIL mom TYPICAL ROOF EDGE NAILING (2) 10d @ EA.TRUSS TYP. ROOF EDGE NAILING I 0 LL b. �'- BEAM SLOPE, TYP.WALL EDGE _ W can et SEE PLAN SEE ARCH. TYPICAL WALL EDGE NAILING NAILING, SEE PLAN ►� A ROOF EDGE NAILING, BEAM,SEE PLAN X CD < --- - - -.. __ 2x BLKG. SEE PLAN - _ CS16 x 18"BOTH SIDES OF I SIMPSON A35 @ 24"O.C. EXTEND TRUSS END v EACH WALL STUD i VERTICAL MEMBER TO ¢ TITLE 4 STUD WALL FRAMING,SEE PLAN FORM PARAPET& w o ROOF SHEATHING, a DESIGN FOR+/-82 psi 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 _ F SEE PLAN SEE PLAN o 10d TOE NAIL @ 6 O.C. 10d TOENAIL©6"O.C. i� ° ��'"" ` �����.�„_. TRUSS BLKG. BY TRUSS TYP. ROOF EDGE TYP.WALL EDGE T -: � e - _ 7YP. ROOF EDGE NAILING MANUF. DESIGN FOR 300 NAILING ROOF JOIST, NAILING, SEE PLAN - SEE PLAN H2.5A BOTH SIDES OF - �,- =_ PLF SHEAR LOAD ROOF SHEATHING, SEE PLAN ° ° ° TYP.WALL EDGE PROVIDE A TRUSS VERTICAL JOIST ,� NAILING, SEE PLAN r AT BLKG. LOCATION,TYP. ° D ° SIMPSON A35 @ 24” ° O.C. U.N.O.ON SHEAR i.......... i....". . ... WALL SHEATHING, SEE PLAN WALL SCHED. 2x8 CONT. BLKG. B/W ° 7.: Ti ° ,...... ..4 TRUSSES o _ TRUSS BLKG .. .....X... ;•-:, w - 10d TOE NAIL AT 6"O.C., ° �° U.N.O.ON SHEAR WALL 10d TOENAIL AT 6"O.C. . / \H2.5A @ EA.TRUSS ER TRUSS WALL SHEATHING _ _ ° O //____/ `�- SCHED! REVISIONS (H7Z @ GIRD ) BOTH SIDE OF : o PARAPET,SEE PLAN ° - �— T.O. PL. ° I °.. ° t- 1_ —��.' �/�_ SEE ARCH. Av rig..----..--- `� ° O _ \ r Z ROOF TRUSS BY OTHER z DRAWN BY CHECK BY 2x BLOCKING B/W - —� NOTED ON SHEARP A35 ANGLE S SB,JD TDS TYP.WALL EDGE -r' f TRUSSES 10d TOENAIL @ 6"O.C. H2.5A BOTH SIDES OF [ WALL SCHED. PERMIT SET STATUS SIM NAILING, SEE PLAN Y TRUSS CS16 WRAPPED OVER t „ TOP OF BEAM 'r /r X Jr � '1/r /r T X- (`��'l/r �r 03.29.2018 . \---- ROOF TRUSSES BY TYP.WALL EDGE SIMPSON A35 @ 24 O.C. DATE ' OTHERS NAILING, SEE PLAN U.N.O. ON SHEAR WALLI SCHED. POST, SEE PLAN 10d TOE NAILS AT 6"O.C. STUD WALL FRAMING, NOTE: USE TYPICAL WALL SHEATHING 17154 BOTH SIDES OF WING WALL BETWEEN TRUSS BLKG. PROJECT NUMBER SEE PLAN DOUBLE 2x TOP PLATE STUD WALL FRAMING, &VERT.WEBS OF ` __ SEE PLAN TRUSSES,TYP. \_ STUD WALL FRAMING - STUD WALL FRAMING, I I r I I SEE PLAN DOUBLE 2x PLATE `` S8131 /8- HIGH ROOF FRAMING PERP. TO WALL ©2018OTAK,INC. S� 8.31 / 1 = 1 -0 9 TRUSS CANTILEVER 10 HIGH ROOF AT WING WALL 11 TYP. ROOF TRUSS BLOCKING DETAIL �� 58.31 1" = 1-0" \ 8.31 1" = 1'-0" 58.3 1" = 1'-0" If this drawing is not 24"x 36"it has been \ 1 / reduced/enlarged.Scale accordingly. • JOIST, SEE PLAN TYP. ROOF EDGE NAILING, SEE PLAN H2.5A @ EA. JOIST IIIT (3) 10d Otak SIMPSON A35 @ 24"0.C. I 2x BLOCKING BETWEEN JOISTS U.N.O. ON SHEAR WALL .-..Lo'r - '1° - -) .°-if ..•--;f4 b,,,, SCHED. 1 \li .... TYP. ROOF EDGE NAILING DOUBLE 2x PLATE WALL SHEATHING,SEE PLAN 4 . 11 Otak Architects, Inc. I Od TOENAIL @ 6"O.C. U.N.O. N „.,.....41, 808 SW Third Avenue,Suite 300 ap.--7.1..**----.• WALL EDGE NAILING, SEE PLAN SEE ARCH. Portland,OR 972o4 ON SHEAR WALL SCHED. SIMPSON LUS HANGER main 503.287.6825 vvww_. .otak.com ,.: GYPSUM SHEATHING, ROOF SHEATHING ROOF EDGE NAILING, SEE PLAN GYPSUM SHEATHING, SEE ARCH WALL EDGE NAILING, SEE PLAN TYP. ROOF EDGE NAILING - • * . . 0 P RO,Ftt*1 4 fX/ i‘r. !ir )0(\ ROOF SHEATHING, SEE PLAN , / ROOF SHEATHING c.431‘ 0 1 N ‹i' ÷ ee ° 44,, 'I FiC:RES-1(:#61:1111:/ C1/4 8. . . SOLID PACK AS REQ \\\\ 6..-.....--A .• . . .. . : 4 SIMPSON A35 @ 24" 0.C. U.N.O.ON SHEAR I _ _ ' N(-‘ 4 '1 — ' • • • • (2)PLY TRUSS oil ),O(\ OVER WALL ili SOLID PACK AS REQD al - WALL PLAN \ /////<> 3-29-2018 0 XY \ <\\\\\\\ 7- SIMPSON A35 @ 24" \\\:— STAMP ,-----------------1 ---- Lvfirkii4b4,,41 =.001- 7.........—.11. / . 0.C. U.N.O. ON SHEAR WALL PLAN — ; ; _ HANGER BY TRUSS MANUF. '''',-,,,,,___ ROOF TRUSSES BY OTHERS .___. ____ . DOUBLE 2x PLATE ' ' X XX \ (2)PLY GIRDER TRUSS : ,___ /A ...:. . ,„ DBG PROPERTIES ..•• WALL EDGE NAILING, SEE PLAN 10.- Ji . LLC. : . , . HANGER BY TRUSS MANUF. ROOF TRUSSES BY OTHERS 10d TOENAIL @ 6"O.C.U.N.O. _ - -----v\-,- . . 1 :. • ,r, _ ON SHEAR WALL PLAN (2) PLY GIRDER TRUSS WALL EDGE NAILING, SEE PLAN 4.,. .,WALL Z' a • .y. ., WALL SHEATHING,SEE PLAN Enayat STUD WALL FRAMING,SEE PLAN 10d TOENAIL @ 6"O.C. U.N.O. Smith Schneider ON SHEAR WALL PLAN DOUBLE 2x PLATE Vreering, 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 .„c8.72 1" = V-0" S8.32 1" = 1-0" CONSULTANT MB A IIIIIk A I I I I 11 2 3116//' i i HSS 4x2x1/4 b i 1 . lb 2 3/16/ HSS 4x2x1/4 b METAL PANEL MAX. Z4) SELF WEIGHT=20 - ME 'I t4- PSF,SEE ARCH /-- ' 1 ADDITIONAL BLKG, HSS 4x4x1/4 @ 10'-O"0.C. MAX . . METAL PANEL MAX. PANEL @ EACH -(vr--Z iN HOIST BEAM, SEE PLAN DOUBLE PLATE AT TYP. SELF WEIGHT=20 HSS 4x4x1/4 @ : SIDE OF POST PSF,SEE ARCH -'v- 10'-0"0.C. MAX ° I — V EXTERIOR TRUSS BEARING Cn --N--- 'i.i . -- ---- r, :000 100 A CONDITION NOTE:WRAP CS16 ± AROUND CORNER 1-- I Y I /IM-§ w ce CS16 FROM TOP PLATE TO BLKG BETVVEEN STUDS, BOTH 1.... L. SIDES OF WALL (2)3/8"DIA.x 4"LAG F-- §s DOUBLE TOP PLATE AT TRUSS 1 1/2'7-/ 'rnr W ci SCREWS Z Ct i•-• U- 1"TYP.-„,\ < CANTILEVER CONDITON <> ‹> 3 2 _ it2 D FRAMING M 0 rt 0 0 0 I 0 0 STITCH NAIL STUDS TO 1--- Tr POST W/(2)ROWS OF 0 0 0 0 BLKG. PANEL /I' I Ce Cn STAGGERED --1 Y BETVV.TRUSSES (2) 10d,TYP <IC . < L6x4x5/16 x 3 1/2" L6x4x5/16 x 3 1/2" — FLAT 2X6 BLKG. THRU BOLTTY S, P 0 3/16 TYP THRU BOLTS,TYP 0 3/16 TYP N BETWEEN STUDS i\I <IC a LLI < < N CD 3/16 1/8"CAP PL 3/16 STUD WALL FRAMING, CO 0 1/8"CAP PL ____/\/___. ____Iv_ ___/\/___ SEE PLAN POST, SEE PLAN C.) ELI CO Z --I ccl M N N- r 3 MECHANICAL SCREEN W/ PANEL PERP TO FRAMING ( 4 MECHANICAL SCREEN 5 TOP PLATE STEP AT ROOF r-6 ELEVATOR HOIST BEAM DETAIL MI Z 0) g S8.32 1" = 1-0" 3:32.,) 1" = 1'.-0" S8.32 1" = 1-0" 8.3 1" = 1'.-0" .0•11. D ce ROOF SHEATHING, SEE PLAN 0- U.. DOUBLE 2x PLATE URI CO Ct = CD < ROOF SHEATHING,SEE PLAN — TYP.WALL EDGE NAILING TYPICAL ROOF EDGE NAILING CO 0 Q TYPICAL ROOF EDGE NAILING A . _........_ lam ti . P Ct SLOPE, 1.1*--- 11 ARCH. WALL SHEATHING, SEE PLAN ___.-SEE> Y .#A-----'-------- TYPICAL WALL EDGE NAILING TYPICAL WALL EDGE NAILING TITLE _ . - ,----- BEAM, 2x BLKG. .. , . . : TYP. ROOF EDGE NAILING, SEE PLAN ) 47 STUD WALL FRAMING, SEE PLAN 2x BLKG. cz---- ----:----- ------ '''' SEE PLAN • .. , - . # DATE DESCRIPTION III SIMPSON A35 @ 24"O.C. --- 7.,i, ' b i 2x6 BRACE . . : , 1/4"DIA. x 3"SDS SCREWS INTO EA. SAWN LUMBER / , , 1 1 -, j.inA -N--- FACE MOUNT HANGER, NI AT 61-0"0.C. . : . . , STUD @ TOP&BOT. CHORD OF TRUSS JOIST, SEE PLAN tqu.-4 2x PLATE W/16d NAILS @ 6"0.C. WALL SHEATHING, SEE PLAN : --_:.' ..'-foil_E SEE PLAN U.N.Q. ON SHEAR WALL PLAN y \ ' 4„, / ROOF SHEATHING, SEE PLAN .- --- -- TYP. WALL EDGE NAILING '.NNIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ROOF JOIST, SEE PLAN a --- DOUBLE 2x PLATE, - TYP.WALL EDGE NAILING, SEE PLAN _ . jHo2is5AT BOTH SIDES OF SEE 2/S8.21 -+++++ I 1 — A ROOF SHEATHING, SEE PLAN ROOF SHEATHING, SEE PLAN _ WALL SHEATHING, SEE PLAN IIIII DOUBLE 2x PLATE, SEE 2/S8.21 2x6 STUDS -------40,0 SIMPSON A35 @ @ 16"O.C. &-G _ (3) 10d @ EA. BLKG.,TYP. ROOF SHEATHING, 111 / ON SHEAR WALL SCHED. /' ROOF EDGE NAILING SEE PLAN(3) 10d TOE NAIL REVISIONS I ' 2x PLATE W/16d NAILS @ 6" NAILING,SEE PLAN 2x6 BLKG. BETWEEN i O.C. U.N.O. ON SHEAR WALL TRUSS SCHED. TRUSS BLKG , FULL HT CONT RIM Author Checker H2.5A @ EA.TRUSS (6) 10d NAILS @ END : TYP. ROOF EDGE NAILING,SEE PLAN JOIST W/(3) 10d :,,,, I 10d TOENAIL AT 6"O.C. J (H7Z @ GIRDER TRUSS) OF BRACE _All _ INTO JOIST DRAWN BY CHECK BY . I z.--....-6, SOLID PACK AS REQ'D 1 ... + + + v ± + + PERMIT SET T.O.SPALR-CH. -1`................_ ••• - .111*--......- I 1 0 + 4.\( 1 Od TOENAIL @6"0.C. X 0++ 11/11 --- A ' ++ + --- -7-: \-1(' 10d TOE NAIL AT ;--=-/2.7_7 ipm.-- - STATUS '''''''' JOIST, SEE 03.29.2018 2 + + + ),t-', SIMPSON A35 @ 24"O.C. 1 / 6"OC 4 PLAN . _tNi / U.N.O. ON SHEAR WALL DATE t TYP.WALL EDGE v". PLAN (3) 10d AT-EA. 11 SHEAR WALL EDGE 5 H2.5A AT EACH NAILING, SEE PLAN . BLKG,TYP. ROOF TRUSS BY OTHER 17154 _14 2x6 BRACE AT --- --< '" NAILING ' RAFTER 40 TO 60 DEG. •. :- _ - TYPICAL WALL EDGE 6"0.C.,'TYP. : PROJECT NUMBER .4.ii ----- ..001--- NAILING 5 (2)2x TOP PL, '''s"--------- ROOF TRUSSES BY - ROOF TRUSSES _________,.--11/ ..' 2x6 BLKG. BETWEEN TRUSS SHEAR WALL ' SEE 2/$8.21 - _ DOUBLE 2x PLATE. OTHERS y BY OTHERS ,1 (6) 10d NAILS @ TOP&BOT. OF BRACE SHEATHING R _ STUD WALL FRAMING SIMPSON A35 END OF BRACE RASTUD WALL FRAMING, S 8 . 3 2 SEE PLAN SEE PLAN ©2018 OTAK,INC.7- DETAIL i---E3 DETAIL rg-- ROOF PARAPET DETAIL RAFTER0PERP. TO EXT. WALL If this drawing is not 24"x 36",it has been 1" = 1-0" \ 8.327,) 1" = 1,-0" 8.32) 1" = V-0" stiI" = 1'-0" reduced/enlarged. Scale accordingly. A V SHEAR WALL EDGE NAILING - LAMINATED STUDS-SEE DETAIL 16d NAILS AT 4"O.C. -a • (2) 2x STUDS FOR EACH MST37, MST48 Otak SHEAR WALL FIELD CENTERLINE OF STAGGERED SHEAR WALL SHEATHING • (3)2x STUDS FOR EACH MST60& WHERE APPLICABLE, SEE SHEAR WALL FIELD MSTC66(ALT:4x6 AT 2X4 WALLS,6x6 NAILING,SEE SCHED. WALL&HOEDOWN, NAILING,SEE SCHED. \ I SEE ARCH 16d NAILS AT 4"O.C.TYP. SHEAR WALL PLAN PER MANUF. �A� \ AT 2X6 WALLS) �� HOLDOWN PER PLAN I HOEDOWN POST PER \I SHEAR WALL SHEATHING .. . - i SHEAR WALL 10/5810 AND 6/S$20 �/' WHERE APPLICABLE, SEE 1 SHEATHING PER PLAN Otak Architects, Inc. PLAN } Li r- ii SHEATHING 11, f w 808 SW Third Avenue,Suite 300 EQ.EQ• / IA SHEAR WALL EDGE NAILING / Portland,OR 97204 WALL STUD,SEE PLAN PER MANUF. ._� __= I\ main 503.287.6825 �.�� \ C I www.otak.cam RUN SHEAR WALL %� i CONT. SHEAR WALL SHEATHING - w\ �� I ,) I'' ' / THIN CONT.THRUv '�I�1I1 --_ _�- -. .� - HOLDOWN POST PER • SHEATHING �. WHERE APPLICABLE, SEE w U 10/5810 AND 6/S820 \to_ BREAKS CAUSED BY SHEAR WALL PLAN , PRQ �`�' I INTERSECTING WALLS. EQEQ-` ! /� l � 1 N E,j k � w `, HOEDOWN PER PLAN 100- _........._ +- HOEDOWN POST PER \ ! _ P Cl TRIMMERS PER SCHED. "gc _-___- W_, s 10/5810 AND 6/5820 (NOT PART OF HOEDOWN POST) I� \ �. SHEAR WALL EDGE NAILING CENTERLINE OF WALL STUD,SEE PLAN PER MANUF. WALL&HOEDOWN, KING STUD PER SCHED. �\ - (2)2x PLATE, FOR LAP r I SEE ARCH % d SEE DETAIL 2/S8.21 f ''' CENTERLINE OF w WALL&HOLDOWN, CENTERLINE OF WALL& SHEAR WALL SHEATHING WALL STUD PER PLAN AS REQUIRED BYYADDED STUDS R10/S810 POST % �0 , r HOEDOWN POST PER SEE ARCH HOLDOWN, SEE ARCH 10/S810 AND 6/S820 SHEAR WALL FIELD I,� EXPf�tfS; 17/31/ Iq i SHEAR WALL FIELD NAILING,SEE SCHED. HOLDOWN PER PLAN DOUBLE STRAP WOOD STUD WALL PER MANUF. NAILING,SEE SCHED. WHERE REQ'D BY 3-29-2018 AT CORNER AT PERPENDICULAR WALL AT JAMB PLAN(APPLY ONE SHEAR WALL STRAP-MAY STAMP EACH ON INSIDE AND BE INSTALLED ON INSIDE OR - OUTSIDE) A. OUTSIDE OF BUILDING AT CONTRACTORS OPTION _ I. \ (COORDINATE WITH ARCH) 1TYP HOLD DOWNS 2 TYPICAL STRAP DETAIL DBGPROPERTIES 58,41 1" = 1'-0" 58.41 NOT TO SCALE LLC HOEDOWN SCHED. >............_v •,` MECH. OR ELEC. PEN. MIN.ANCHOR Enayat CS16 STRAP EA. Schneider >'< HOLDOWN TYPE HOLDOWN ANCHOR PROJECTION ABOVE MIN, POST SIZE PL SIZE Smith I -,,` SIDE OF PLATE SILL OR TOP PLATE CONC. ,, -':': HTT4, HTT5, 518"0 A307 OR SSTB24 5" (2)2x6 OR{4}2x4 3/8x3x3 3141 WALNUT STREET, STE.203A HDU5, HD5B DENVER, COLORADO 80205 IC \t 4 i. 720,904.1234 www.essdenver.com HDU8, HDQ8, 7/8"0 A307 OR SSTB28 6�. (3)2x6 OR 4x6 3/8x3x3 HD7B CONSULTANT HD98 7/8""0 A307 6" (4)2x6 OR 4x6 3/8x3x3 1'-2" 1'-2" "r f '"r '' HDU11,HHDQ11, 1"0 A307 7" 6x6 3/8x3x3 HDU14, HHDQ14, HD12 SHEAR WALL SHEATHING (2)2x6 OR(4)2x4 STUD PACK (---3 ` TYP. PLATE PENETRATION HD19 1 1/4"0 A307 7" 6x6 3/8x3x3 58.41 NOT TO SCALE STHD STRAP, SEE SHEAR WALL PLANS NO STRAP IF TRUSS HOLDOWN, SEE SHEAR POST, SEE SCHED.& 5/S8.21 CONT.THROUGH WALL PLAN &SCHED. CORNER ON SHEAR WALL EDGE - SCHED FOR SPACING - CS16 x CONT. Zo NAILING TYP.ALL EDGES _ >� SHEAR WALL EDGE NAILING , - HOOK STRAP AT PEN / ^ A / STRAP ACROSS TOP n TREATED PLATE ... UNDER CONT, I-- V i i \ REBAR OR ALONG SIDE -J L- i --_ __ __ _ / 1/2"EXPANSION JOINT I// // ( // / /r /r /r //7 T2 / // // // // // O . o - ( i / EDGE FRAMING SHEAR WALL SHEATHING • , \ . 1/2"EXP JOINT 0 iii‘ 0 '` / \ \ &EDGE NAILING A SLAB, SEE PLAN FOR REINF. EXTERIOR GRADE CS16 STRAP I // .// // // % /` // // // /I /r // / r = \ /�: CONC. SLAB,SEE PLAN I , / // // ,// 1 .() / I I CO c z ° •' SEE PLAN FOR 1'-0" °� a : w FTG. RElNF. \:\ `_•. .:d \ / /` ' #4 T&BAND 12"O.C. °p i1 -.7.--->„.,,,,,,,,,,, �� J / cn / /r�/r /r /i /i \- ,2,_/c_ ,—_9< �/ it ii // rr /r � M • L \ \ �`v� :. SEE PLAN z • .� ; DOWEL W/STD HOOK LL 18"O.C.ALT. HOOK Z / 1 #4 DOWELO.C.ALT. HOOK /6"7"--4\//,/j" 2" CONT. FTG. BEYOND, a •=ary .. ;. \� � CONTINUE REINF. w "...A-ft.-- • DIRECTION M W SHEAR WALL SHEATHING MECH. OR ELEC. PEN DIRECTION � - , -,*- °: IN SHEAR WALL / \ THRU PAD FTG ; • . 2x BLKG.ABOVE&BELOW 2X BLKG. FOR 2 BAYS FLOOR FRAMING PL.,SEE SCHED.WASHER 4• /�/ OPENING&(1)STUD SPACING NAIL SHEATHING W/10d WI HEAVY NUT TOP&BOT. SEE PLAN �.i� ��` PAST PEN. AT 8"O.C. T.O.F. EL. " + '' IIICC Ct a°j _ a .. •. SEE PLAN \L CL. 4 TYP. SHEAR WALL PENETRATION 1--;.'\\ RE-ENTRANT CORNER AT FRAMING z ' �, . 1 = • br° ` PLAN FOR 7 STRAP HOLDDOWN DETAIL < p S8.41 NOT TO SCALE S8 4 NOT TO SCALE ; '.` = ' —''-:-- --1 ` ; REINF. \\ S ,) 1" = 1 -0 a.w , C J Lu v) YN assosi '.4 . •.• ,'• : • - •_ -a- ''� --"- = • •- '- HOOK ENDS OF momD Ce CI LONGITUDIANL ILL = 0 SEE PLAN BARS ISQ - p Q W �6\ EXTERIOR HOLDOWN FTG. _ � C� Z HOEDOWN, SEE SHEAR \ f` I-- CIS WALL PLAN&SCHED. 58.41 1" = 1'-0" ON 6/S8.41 POST, SEE SCHED. ON 6/58.41 / TITLE & 5/58,21 TREATED PLATE # DATE DESCRIPTION ' L J L---% 1 J #4"Z"BARS @ 12"O.C. HOEDOWN, SEE SHEAR r ,r7i il'"7T 7iii'r/ /` // // / �J"�/'I�/7 72""ii 'i/ // // //Xa I ALT.TOP&BOT, HOOK WALL PLAN&SCHED. / - __ _- _ 1---- -- ------_-- r----- ------- TYP. STUDS, SHEAR WALL SHEATHING ON 6/58,41 POST, SEE SCHED. POST, SEE SCHED. L..r SEE SCHED &EDGE NAILING FOR SPACING ON 6/S8.41 & 5/58.21 (3)#4 CONT. ON 6/S$.41 & 5/S8.21 --1. \ 0 -" `C. SLAB, SEE PLAN TREATED 2x PLATE . . — SHEAR WALL ``�`���..�"'' '���--- """ FOR REINF. 7 EDGE NAILING HOEDOWNS ON TYP.ALL ° ° :. / ° ° • SHEAR WALL SLAB, SEE PLAN — EDGES AT PEN ie `Z' / . : :., . ..-. -:,• .-,„..-,.,,,,„. :-,,, •:., ‘..„... , , --� d �` ` `° .d SHEATHING& FOR REINF. OPPOSITE SIDES OF J LC __/ _ ` �;• , , n ' -,-7-A-_,-7.--' .° ' EDGE NAILING A POST STAGGER HEIGHTS i:4:i SLAB, SEE PLAN I . "co ch \\�\\ - . - - . ;: . - ' R " t._4,, -, A.' -. -': ','. - �°'' <a -; _> _ \/\ FOR REINF. / / _ s '; e_• 4 - \ T.O.F. EL. _ TREATED 2x PLATE _ REVISIONS 0 © 4"DIA.MAX /\f \ 1 4. ° ! a a4 . //��j SEE PLAN f CS16 STRAP �� MECH. OR ELEC. \/\�\/\ �; • a, , .° ; +" ' + ' ; :,.°° a� .:•-•- - •' \\ e =,� • PLATE, SEE SCHED, PEN IN SHEAR WALL. 1 I \ ''e• - is r.4,-,.- ^,.4. , 1 , `- , d .• / +• 0 WASHER&HEAVY , . ', °_, - ':..- --.1%- ,• • . a ,, q:1};.. ; . ,,-♦ ' ° - _ : `�\- CONT. FTG, BEYOND, `., ., yA I .d ,r.�' _p 'a ac, NUT TOP&BOT. \ \ ONE PENETRATION 1 , • •-d ,:•d :-•-i -r •,• '' , .' ' .r _•' : , ,• • • .,. . ,. // CONTINUE REINF, . . , 1 ! 1 i j I _ SB,JD TDS PER STUD BAY AS z '' - , < ° ` L°4 --�--J '. : °._' , : • ° Y THRU PAD FTG 1 + d aae_ ' . — — I T.O.F. EL. t DRAWN BY CHECK BY SHOWN a .. ; '� SEE PLAN '` I j PERMIT SET °. �° °• ' '`.. Y PLATE, SEE SCHED. 1 a ° • . : z a , . . . „ 11 ILu tu 4 STATUS 7i /r it /r ii' //...1 l� yy /r /r /� 7t / _./___</ i r /r�� a< -Q'. : , ; , ' ,.;, . WASHER W/HEAVY I ' ,'. ,. ....._s, 5 = 4- • ° '• SEE PLAN FOR , I / � I •j ' .# • .. .-.-.. .. -. . ' .-. -• . : :� PL,,SEE SHED. > a- °0 REINF. 03.29.2018 1 • NUT TOP&BOT. , : ° a ,.` . , . /� +,. ,. ` WASHER&HEAVY .,• U T.O.F. EL. > ' ::: 9 > DATE '. 4 . ' NUT TOP&BOT. co SEE PLAN z : <;4 •-• -• S SHEAR WALL SHEATHING ' 2x BLKG,ABOVE&BELOW 'I . .. . • \ . . c `. OPENING &(1)STUD SPACING -' <4 SIZE&REINFORCEMENT , , a d y 17154 PAST PEN. -I SEE PLAN / `` w PROJECT NUMBER U FOR REINF. Z,) ' `' SEE PLAN HOOK ENDS OF SEE PLAN • IF PENETRATIONS ARE 3"DIAMETER OR LESS, - LONGITUDINAL BARS v NO BLOCKING OR STRAPPING IS REQUIRED S8A1 ih SHEAR WALL PENETATIONS FOR ©2018 OTAK,INC. 8 PLUMBING/ELECTRICAL 9 INTERIOR HOEDOWN FTG. 10' CORRIDOR CONT. FOOTING r11 DOUBLE HOLDOWN a© CORRIDOR if this drawing is not 24"x38",it has been s8.41 1" = 1'-0" s8.41 1" = 1 -0 S8.41 1" = 1 -0 S8,41 1" = 1 -0" reduced/enlarged.Scale accordingly. EXTENT OF SHEAR WALL,SEE PLANS Otak ... ROOF SHEATHING SIMPSON CLIP _ 1.--------- ------ SCHED. FULL HT BLKG BETVV. — ROOF FRAMING Otak Architects, Inc. , SHEAR WALL 808 SW Third Avenue, Suite 300 ,..441-....illig .‘- __ Portland, OR 97204 EDGE . . ft. (2)2x TOP PLATE,'TYP main 503.287.6825 ATTACHMENT,'TYP www.otak.com SEE SCHED. ' 4r 1 SHEAR WALL FIELD STRAP OR HOLDDOWN, (1)2x STUD (2)STUDSWHERE Ø PRO; ' 411' ATTACHMENT,TYP. SEE , . . x . „1.-.7 TYP SEE PLANS&DETAILS 7 REQ'D,SEE 0 1 N / 4.4\ NI% ......k. SCHED. / SCHED clic 1" - 8, ' —"/ ,.-- LAP SHEATHING A I\ A\ - FLAT BLKG 41/ Ir 0 I: ,..... / MINIMUM OF 4"ONTO RIM H10 @ 12"0.C., E BETVV SIMPSON CLIP PER JOIST&EDGE NAILING TYP. 2 al SS STUDS le/ 4 SHEAR SCHED. (NOT / — — — — — „..* -.----',,Z Y Co ii , v) /1) G. all' REQD IF PLY HAS 4"LAP ' ' ' ' ' ' 'A . x „ x . x x . x i l -5i ' ri !EXPIRES: 12/31/ II i / I \ L> (41WAI / 3-29-2018 STAMP PLY SHEATHING LAID _-------/--/ ki- c.i A „ .:,.. co crY- . / 3x OR(2)2x REQ'DAT e.7d-“Illl1,‘,\4 ‘ (,-1,1,,,,,AY tiar: ? ( ( L — (oirarru a d, ,- , " tIllg . oriii (' '''' .1-- eN X I VERT. OR HORIZ,TYP ,,-z . ,, ,, . _ , ,„ , _ _ ,, , ,, ,,--,-/------/ SOME ADJOINING PANEL V - < \ !EDGE FASTENER EDGES, SEE SCHED SEE SCHED. I / -------- si DBG PROPERTIES AT i FLAT 2x BLKG e* . z -.4t d EDGE FASTENER EACH SIDE OF LLC 3 . . S8.42 c' 2x STUD,TYP 3/8"MIN. EACH EACH SIDE OF JOINT, JOINT, STAGGERED 71 ??i EDGE FASTENER PANEL EDGES ] 1 E STAGGERED (AS REQ'D) ° EACHSIDE OF 7 - f JOINTSTAGGERED A '2) t -._ .. ,,. - ,. • ' . ", , , , HOLDDOWN,TYP SEE PLANS&DETAILS -f * 44, Enayat SHEAR WALL — Schneider e• ---- * ; EDGE 44. " -'' 1 . - ' '' - - ; -'. . •- " -` ':--- 4- : - --------- ANCHOR BOLTS, _ ATTATCHMENT, SEE SCHED 3141 WALNUT STREET, STE.203A TYP SEE SCHED. DENVER,COLORADO 80205 720.904.1234 www.essdenver.com r I TYP. SHEAR WALL ELEVATION (-2-- TYP. SHEAR WALL EDGE NAILING ir-3 TYP SHEAR WALL HORIZ JOINT CONSULTANT 58.42 1/2" = I-0" s._.8.4,2 / 3" = 1-0" S8.42 3" = CO I'm Z Ci) LLEI 1— M z LLI I' 2 Ce i— < ct CL CL < 0 < CO (/) & _...1 CI iii re) N r'• LLI z 0) W Nom D c‘ CI Ct ca- LLI co cc < M cs < (y) 0 LLI = N. isi— .NP Cl) 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. • { . GENERAL INFORMATION I J . CH. 6 -TYPE OF CONSTRUCTION I 1 CR 9- FIRE PROTECTION SYSTEM I I ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFECIENCY SPECIALTY CODE) I Oita k „..„,, t _ ., 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 DESCRIPTION CONSTRUCTION TYPE=VA PROVIDED REQUIRED PER TMflF COVERAGES BUILDING ELEMENT PER 502.1.1 REQUIRED PROPOSED Otak Architects, Inc. 4 STORY WOOD FRAME TYPE VA CONSTRUCTION WITH 48 APARTMENT UNITS. AUTOMATIC SPRINKLER SYSTEM: YES 903.2.8&504.2 NEPA 13 WALL INSULATION(WOOD STUD)-ABOVE GRADE R-21 R-21 808 ' , , Avenue,Suite 300 ` BUILDING ELEMENT RATING RATING. CODE PROVISION ' inland,OR 97204 PROJECT ADDRESS REQUIRED PROVIDED905,3.1 ROOF-ENTIRELY ABOVE DECK R-20c1 N/A ain 503.287.6825 7730 SW HUNZIKER RD STANDPIPE SYSTEM: YES CLASS I TIGARD,OR 97223 STRUCTURAL FRAME 1-HR 1-HR TABLE 601 EXCEPTION#1 • www,otak.com FIRE ALARM SYSTEM: YES 907.2.9 THROUGHOUT ROOF-ATTIC R-38 R-60 BUN:PIING CODE EDITIONS BEARING WALLS 1-HR 1-HR TABLE 601 907,2,9,1 UNDER FLOORS(JOISTS) R-30 R-30 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) MANUAL FIRE ALARM BOX NO - 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) (INTERIOR&EXTERIOR) EXCEPTION#2 a UNDER FLOORS(MASS) R-10ci 2014 OREGON MECHANICAL CODE(OMSC) NON-BEARING WALLS& SMOKE ALARMS YES 907.2.9,2 THROUGHOUT R-10c1 •'�,�; 2017 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS PARTITIONS-EXTERIOR SEE TABLE 602 r 3721 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) AUDIBLE ALARMS: YES 907.5.2 THROUGHOUT SLAB EDGE PERIMETER R-10 FOR 24"BELOW SLAB R-10 FOR 24"BELOW SLAB ,, BRIAN A.I+LEE1rIER'� ACCESSIBILITY- NON-BEARING WALLS& NR NR TABLE 601 WINDOWS(U FACTOR)502.3 U-0,35 U-027 ICC/ANSI 117.1 2009 PARTITIONS-INTERIOR VISIBLE ALARMS: • YES. 907.5.2.3 COMMON AND SECTION 504 REHABIUTATION ACT OF 1973 PUBLIC AREAS PORTI.ANt3,OR FLOOR CONSTRUCTION& WINDOWS(SHGC)502.3 0.40 0.40 FIRE SPRINKLER-NEPA 13 • FAIR HOUSING ACT-DESIGN GUIDELINES SECONDARY MEMBERS 1-HR 1-HR TABLE 601 EIRE EXTINGUISHERS YE5 906 � NOTED ON PLANS,75' , LESS THAN 30% ROOF CONSTRUCTION& MAX&2-A RATED WINDOW AREA LIMITATIONS 30% OF t I CH. 3 - BUILDING OCCUPANCY SECONDARY MEMBERS 1-HR 1-HR TABLE 601 I CH. 10- MEANS OF EGRESS OPAQUEI DOORS 502.2.7 U-0.70 U-0.55 31291201$ R DOORS SHALL HAVE THE FOLLOWING RATINGS: STAMP OCCUPANCY CLASSIFICATION GROUP(S)(310): R-2 RESIDENTIAL • UNIT DOORS IN CORRIDOR-20 MIN AND DOOR LABEL OCCUPANT LOAD & EXITING CURTAINWALL/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 U-0.80 U-0.80 • CORRIDOR DOORS SHALL HAVE SMOKE GASKETING CH. 4 = SPECIAL REQUIREMENTS I EXTERIOR WALL RATING BASED ON FIRE SEPERATION DISTANCE -TABLE 602 NOTE: EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM PER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS IN 1029.2 502.4.1- A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE,INSALLED PER 502.4.1.1 � ) r--~ : WALLS SEPERATING DWELLUNITS NG OCCUPANCY SEPARATION: CONSTRUCTED AS FIRE ARITITIONS(4 0.2}SHALL BE FIRE-RESISTANCE RATING FOR EXTERIOR 1009.16 STAIRWAY TO ROOF: NOTE: IN BUILDINGS WITHOUT OCCUPIED ROOFS ACCESS TO THE ROOF FROM PROPERTIES (420) THE TOP STORY SHALL BE PERMITTED TO BE BY A SHIPS LADDER THAT IS CONSTRUCTED OF STEEL ISA MIN WALLS BASED ON FIRE SEPARATIONCONSTRUCTION TYPE OCCUPANCY GROUP R-2 OF 30"BETWEEN HANDRAILS HAS A RISE AND RUN 12"MAXIMUM AND 4"MIN AND HAS HANDRAILS PROVIDED LLC FLOOR ASSEMBUES SEPERATING DWELLING/SLEEPING DISTANCE(TABLE 602): ON BOTH SIDES OF LADDER UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBUES(420.3) X<5': VA 1-HR1018.4 DEAD END CORRIDORS SHALL NOT BE MORE THAN 20'-0"IN LENGTH EXCEPTION: 2.IN R-2 OCCUPANCIES WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER CONSULTANT CH. 5 - BUILDING CONSTRUCTION -TABLE 503 I 5'S X< 10': VA 1-HR 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 10'5 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' 70'* 45' OF OSSC TABLE 601 SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NO.OF STORIES - 3 4* 4 I CH. 7 - FIRE AND SMOKE PROTECTION FEATURES I 903.3.1.1. FLOOR AREA 12,000 SF/FLOOR 21,000 SF/FLOOR 12,618 SF/FLOOR MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) I CH 11. ACCESSIBILITY I 48,000 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 NEPA 13 NFPA 13 UNPROTECTED, NOT o SPRINKLERED PERMITTED 15% 25% 45% 75% NO LIMIT • NO LIMIT NO LIMIT GROUPS R-2 AT LEAST 2/0,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 *AUTOMATIC SPRINKLER HEIGHT INCREASE(504.2) ACCESSIBLE VAN STALLS TO BUILDING IS ALLOWED TO HAVE UNLIMITED UPROTECTED OPENINGS-ALL WALLS HAVE A FIRE SEPERATION SIGNAGE TO BE INSTALLED PER 1106LY WITH ANS1117.1 SECTION 502 CH 11. GROUP R-EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH DISTANCE GREATER THAN 20' SECTION 903.3.1.2 MAXIMUM BUILDING HEIGHT IS INCREASED BY 20', MAXIMUM NUMBER OF STORIES INCREASED BY ONE. ACCESSIBLE UNITS FIRE-RATING RATINGS FOR BUILDING ELEMENTS (1107.6) ALLOWABLE AREA PER STORY: Aa=(At+(At x If)+(At x Is)) NOTES: At=ALLOWABLE AREA PER TABLE 503=12,000 SF BUILDING ELEMENT RATING REQUIRED RATING PROVIDED CODE PROVISION If=INCREASE DUE TO FRONTAGE=((559 ft/559 ft)-0.25)(30/30)=0.75 1. ALL UNITS TO BE AT LEAST TYPE B ADAPTABLE DWELLING UNITS PER 1107.6.2.1.2. Is=INCREASE DUE TO SPRINKLERS=0 FIRE PARTITION 1 HOUR 1 HOUR 708 2. AT LEAST 2%OF UNITS TO BE TYPE A PER 1107.6.2.1.1. • Aa=(12,000 SF+(12,000Q00 0 SF x 0,75}+(12,000 SE x 0}) (UNIT TO UNIT) (48 UNITS x 0,02=1 UNITS) Aa=(12,000 SF+9HORIZONTAL SEPARATION 3. AT LEAST 5%OF UNITS TO BE ACCESSIBLE TO PEOPLE WITH MOBILITY IMPAIRMENTS CO Aa=21,000 SF (UNIT TO UNIT) 1 HOUR 1 HOUR 711.3 48 UNITS X 0.05=3 UNITS) EMI TOTAL ALLOWABLE FOR BUILDING=84,000 SF 2%OF UNITS ACCESSIBLE TO PEOPLE WITH SENSORY IMPAIRMENTS PER SECTION 504 Z SHAFT ENCLOSURES 2 HOUR 2 HOUR 713.4 REHABIUTATION ACT 1973 BUILDING AREA SUMMARY (48 UNITS X 0.02=1 UNITS) Lu 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 :E ?: OCCUPANCY GROUP S-2 R-2 R 2(DECKS+ TOTAL PROVIDED:(2)1 BEDROOM,AND(1)2 BEDROOM.SEE CODE PLANS FOR LOCATIONS. PATIOS) (718.4.2) DRAFTSTOPPING IN ATTICS I"" "‹*THOSE UNITS OF THE SAME TYPE, 1 BR,2BR,OR 3BR THAT ARE NOT ICC TYPE A UNITS WILL BE ICC TYPE LEVEL 1 196 SF 10,267 SF 644 SF 11,097 SF DRAFTSTOPS ARE NOT REQUIRED PER OSSC 718.4.2 EXCEPTION 2. BUILDING IS EQUIPPED WITH AN NEPA 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 TTiE DENOTED FUTURE KITCHEN WORK SURFACE. ic:C 2 LEVEL 2 220 SF 10,233 SF 644 SF 11,097 SF (711) HORIZONTAL ASSEMBLIES CH 15. ROOFS ' I < co 10 233 SF 644 SF 11,097 SF LEVEL 3 220 SF HORIZONTAL ASSEMBUES SEPERATING DWELLING UNITS SHALL BE A MINIMUM OF 1-HR FIRE RESISTANCE BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION a Q RATED CONSTRUCTION LEVEL 4 154 SF 10,299 SF 644 SF 11,097 SF CO ROOF CONSTRUCTION(VA) CLASS B MINIMUM 1505.1 W M • O (713) SHAFT ENCLOSURES cy U TOTAL 814 SF 40,998 SF 2,576 SF 44,388 SFI CH 17. SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND =NJ CV SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAT 2-HRS WHERE CONNECTING FOUR STORIES DEFERRED SUBMITTALS N I~ N OR MORE,SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS(713.5) I� n ix CD SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE aim COVER SHEET-A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING _ Z (713.14.1) ELEVATOR LOBBY PACKAGES. S CS5I.LI co cr J 713.14.1 EXCEPTION#4 I CH 29. PLUMBING FIXTURES = o <C - • EXCEPTION 4 ELEVATOR LOBBIES ARE NOT REQUIRED IN A BUILDING PROTECTED BY AN AUTOMATIC M,,,, C9 SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. OCCUPANCY AREA REQUIRED PROPOSED r�.,, 1- CO DWELLING UNIT (1)KITCHEN W/(1)SINK (1)KITCHEN W/(1)SINK (714.4.1.2) THROUGH - PENETRATION FIRESTOP SYSTEM TITLE (1)BATHROOM W/ AT LEAST(1)BATHROOM THROUGH PENETRATION SHALL BE PROTECTED BY AN APPROVED FIRESTOP SYSTEM INSTALLED AND WATERCLOSET,LAVATORY W/WATERCLOSET, # DATE DESCRIPTION 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 A2-O . 11 • 0 2018 OTAK,INC. If this drawing Is not 24"x 36",it has been reduced/enlarged.Scale accordingly. • STANDPIPE-TYP • CODE LEGENDot • . . • • --- MINIMUM .'........ . - 1 1 - '- - - -.. -_ _ . _ WIDTH EGRESS { I I 1- 1II I # _ Ill11 __�_1I I.- III_-_.IIIII (`- 1 1i__. II ! - Ti ! -' II' -! I I- I I i' I , I_-_! , : IF I I I I I : ; ' , LIDA PLANTER, i j E - I- I 1I - - , !I - I -HI I 'Ti III -HI III ! II I- i _ , 1 ' € I I I ____ I I_-, PATH S 3'-0PROVIDE FOOTCANDLE LIGHT AT FLOOR LEVEL. DO NOT EXCEED MAX TO Otak Architects, Inc. R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 R-2 S-2 (ACC) R-2 MIN ILLUMINATION UNIFORMITY RATIO OF 40 T01. EMERGENCY 808 S a ird Avenue, Suite 300 UNIT 2 BED FIRE SPRINKLER UNIT I BED STORAGE UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED - TYPE A LIGHTING TO BE PROVIDED BY 'ortiand, OR 97204 OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC I" OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OC . BATTERY BACK-UP. ain 503.287.6825 949 SF 22 SF � 643 SF 22 SF 644 SF . 641 SF 22 SF 667 www.otaic.com - - - ♦ DISTANCE-250' MAX(1016.2) 11LJ9Jl. YYL:I.JS.JI'Jl.V: L616851 Y16LNi.�,,,L'A 'r ■'-------� - V !ILL d6r'�'lC'a "-'� :.. . : :F Pawl W iLl! - . . 1.4'L 414.11iIML' :: ' 'c'c 112.11",9 MEI ■ • ' - -: ■w x I. �L'Ij�h'LWi�'L"i'✓i! u IL1111..:1 ,.4'V:�L. LL.Lr�.�l ��//�� 1 " ! II = CROMMON PATH OF TRAVEL(1014.3) LT- — - _ --_ • T--- � ; /STAIR 1 __ _� " w-_ - �,..._„ 7, ,_: �:.":� " -� v__ �— ' — A- 75' MAx via i1 ,� et ! € .F if ✓ - = I { �t 1 -� ---= i -'F :f I - � I il OCCUPANTS EXITING PER EXIT BRIAN R.FLEENER CI 1 R I !. si; a J • ;` " ,I �� 1 LOCATION I 1• a i 1; r ''.,,,:,,-,� r I i— , _[ t .,I:J.1 �� 1...... E s .M...., 'e C...._._._.-{" ____.,..____. " 1 -, L---.�. i -' - 1 3 I WITH FIRE w • i EXTERIOR WALLS 1-HR l_ _ "_ ' 1 --3 r--, r- r-.s _ - _�- 4R _,1 " FIRE EXTINGUISHER CABINET FEC PORTLAI��, OSSCy , RATED S PER AND 602 ; ' r Y -� I6 '� EXTINGUISHER SEE 14/AX-8.11 �, t 3' '1 OLE OCCUPANCY LOAD FACTOR I 1 1�pI �.?i.:. ! w a:77.....,. 1 1r".,-- ----.. 4,,, .. .�. ___ k �,,�"i R-2 OF 0 _.--_ U,.��r,.-.. ,w _, -_......--,.-:,��-_s.► � SENSORY ._...-1 r. 1• 1 = 1$6� -2_1 r... ._ y ALARM UNIT ,..._.__._..__ -. NM ,M ' 3!29!2018 - -, I - ,_ -, ', 1 OCC OCCUPANT LOAD -____.._. ------ ----'-- STAMP I IR� ��' 31 r -' -.. o - --' ,_., ! .:'� ---� OLF 200 = 5 OCC 1302 ,� :-�. i�_.._�w ',.. " , r-' f --,® i ;�--� _• EXIT SIGN ;, " 1 l ,, , J ! e ,' " 945 SF 1 } ``� - 1 lip r ACCESSORY USE (508.2}SHALL NOT BE MORE "—, .. -:�_ r-- ii =x.r' ' " i. 1!� f( I� 1•'a`: IIAI '. r9 t' '`" 1111I d r': _�IK f r . .. (ACC) ,i 1 .�" : _ I!►"� � �` r b �" „17,':. -_ -.-_-�. r :, ^ THAT 1Q/o BUILDING AREA OF STORY I�% 0411,21011101, 14:14-� °rlfi � �.,I�ff-j1 �;r:"'41/x= '�elftt''!® �> �►4 65RRloo- /./. 9' di�'��.//�`.�7Anit'ff `��'� �. r ' r irir r r rosy/et 1- FDC FIRE DEPARTMENT CONNECTION -- Lf` T'I' �� �,� ...4 eze 0v R I�I' . `,gam®' �ee� eilairz A r .,� i"Aro +�.�. "ice- ■._, IN m'l•ar ';==1'i f� <: - ,� " k, •! ��Ad �, �� linI . .( 4\. �" �I. , , , -- D Ca PROPERTIES .� t e. ► ' � ~" - -----•- ROVIDE 1-HR RATED FIRE PARTITION AT CORRIDOR$S 1 1 i PROVIDE 20 MIN RATED DOORS AT CORRIDORLLC RatI 3 k1: 1 • rt> �3i II { 1 I11 f 1 t UNIT 2 BED ` PROVIDE 1-HR RA — I .... r ,R ...`SFA 9 ��_ � .' _I'. ! TED FIRE LOAD BEARING WALL,ALL T/ON ', " I q �/ r+ .� '' �r..`.�►.� CONSULTANT OLF 200 = 5 OCC ,, , � 1 : E--3 ;...., - r - 4" � _ ;, _ _ ," � * ,. " . I OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO 9 C 1 1.-:#' 'r•j'-i',9, y I ki; - — -,�,..„,, .:. _. , x �.` - O/� fj y -,�_ra_-.�.� - ---Ir . �' � 1 .,•_ ;-�:",.._-`-_-- --�-- . i -r�} �.7 s 1 1 HEAD, JAMB AND SILL. OPENINGS ARE NOT RATED 946 V F :w..� 1,...... " k: r- - s �_ �l�'jl. *I a . 1 ... TAIR I i 1 �i._. �`y� #1 --..Q. :....1.. " • _w F J 3 iii• �% ._.. I_T. ~� - 1 _ : k I , J 1 -- ' i3- 1 I PROVIDE 2-HR RATED FIRE BARRIER. PROVIDE 90 MIN , ..., " I ..--.:., " ,�_. r � Al: . .--b. � 1_ __.._______-.._ l RATED DOORS AMP' 11 II 1 : ■ I . ! !i I I ' F.. " i......_ I ............. _...,.3 .,.-,....-....!1 An /1, .__'.__-_ "�'-e L,..,....__. al". ,-1 ��;i _._..._..... }�` rdi I IP , , — I :1 ' CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE 1 1 1 I II 1 1 •I . ''.-. I-_—i I - ,_F II . :usa1T11aurua.: •, ,_ ��• /.e ; ; , L_._ a R. TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE -. _ or", __ --�- `"""' a UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE 11 _.__ : .� , ' ; , 1 UNIT 2 BED - TYPE A -- f1 " (�! J 1 AND SHALL BE SECURELY ATTACHED THERETO. FIRE 11,,,,,..-,-.;.-.I �� ,� J 1 ,� k= D 200 5 OCC la L1 BARRIERS SHALL BE CONTINUOUS THROUGH I . r ' I ! _.- • - __..._ FDC 1 SF CONCEALED SPACES. COMMON PATH OF _ I 1 _'. - 1-1-1-1 :::: : , ::::I I , I Y..._.._ 949 TRAVEL.=41'-0" =::: 1 1 I i { r I J ,._.___... ) I _. _ �_ I_._ I ___-. .. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE I I I LIDA PLANTER- , III---1 1 1 1 1 1--III- -1 I I- ' I __ I I _._.-.. 1'- i ,- I 111 , .._.__._. .. �" 11 E 1 I I I 11 -! I 1 _ (TYP IN 2 BED UNITS) 11 -_ ._....._. __-_ _ . -- _ I -: 1 1 ,_ __ , ! .-I.1.: 1 I. ! : 1.- 1 ,- I-:LIDA PSN-I•ER ...-.-. _ - -. I -_ I 1I I I 1 1- 1P --1 _---. . _—. 1 __ FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- RESISTANCE-RATED IRE I 1.7_:: I i--_.: I I._____ I---- -'---- -----� I -- � � I I I- 1 I--� � 1- I1-----I I � ----� � 1--I ; �----.� � 1 1 I ! --- -1 ! 1 '---11---, 1I- _ _ _� SST -RATE FLOOR/CEILING OR ROOF/ CEILING- __.._ _ _ ___..._- REE ANCE D FLO RICEILI G ROOF CE LING �/` __ �' p s ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED / ; 2 /�1CC _. Ri --_ S.2 R- S-2 . THERETO. I ` _ i� R 2 t R-2" _ .._ . UNIT 1 BED 1 I-_ (ACC) ' —r-- I UNIT 1 BED - TYPE A ELEV MECH UNIT 1 BED OLF 200 = 4 OCC ELEC UNIT 1 BED STORAGE OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC 640 SF OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC 668 SF 22 SF 641 SF 66 SF 643 SF 22 SF OCCUPANCY SCHEDULE-BUILDING 2-LEVEL 01 COMMON PATH OF KNOX BOX TRAVEL= 38'-3" NAME LEVEL I NUMBER 1 AREA 1 OCC 1 OLF 1 OCC LOAD BUILDING 2 — CODE PLAN — LEVEL 01 (TYP IN 1 BED UNITS) STANDPIPE-TYP N GROUND LEVEL 'O _p 1 , SCALE: 3/32"= 1'-0" UNIT 2 BED GROUND LEVEL 2-101 949 SF R-2 200 5 1 UNIT 2 BED GROUND LEVEL 2-102 946 SF R-2 200 5 11 N--- UNIT UNIT 1 BED GROUND LEVEL 2-103 643 SF R-2 200 4 O rr�� �+ L-L r AUNIT 1 BED-TYPE A GROUND LEVEL 2-104 668 SF R-2 200 4 W LU ,,,,-,J S (ACC) S (ACC) UNIT 1 BED GROUND LEVEL 2-105 644 SF R-2 200 4 -L STANDPIPE-TYP UNIT 1 BED GROUND LEVEL 2-106 641 SF R-2 200 4 LU STORAGE STORAGE UNIT 1 BED GROUND LEVEL 2-107 641 SF R-2 200 4 OLF 300 = 1 OCC OLF 300 = 1 OCC UNIT 1 BED GROUND LEVEL 2-108 640 SF R-2 200 4 limm _J R-2 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 UNIT 1 BED-TYPE A GROUND LEVEL 2-109 667 SF R-2 200 4 UNIT 2 BED UTILITY UNIT 1 BED 22 SF UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED 22 SF UNIT 1 BED GROUND LEVEL 2-110 643 SF R-2 200 4Ce Cn OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC UNIT 2 BED GROUND LEVEL 2-111 945 SF R-2 200 5 UNIT 2 BED-TYPE A GROUND LEVEL 2-112 949 SF R-2 200 5 950 SF 22 SF 644 SF 646 SF 644 SF 221SF 672 SF FIRE SPRINKLER GROUND LEVEL 2-U12 22 SF S-2 (ACC) 300 1 am • r ELEV MECH STO < 0.- it ������� .. � { 7 i i300 1 LU —I / �' ELECA GROUGE GROUND LEVEL 2-U13 GROUND D L L 2-U15 66 SF F S-2 (ACC) 300 1 PI : r1 CO C4 0 r , STAIR 1 a _ k • • - - """' ' '"�a — " °' - -�--J•� STORAGE GROUND LEVEL 2 U17 22 SF S- (ACC) 300 1 r I___ 1 -{ 1i1 ! �'� 1 i STORAGE GROUND LEVEL 2-U16 22 SF S-2 (ACC) 300 1 rI ] I i 'N ' ' -. sr ri _Ij1 j // �. 1 --1• j I lI i i ! µ� �� S 2Q w M O A ij1- ,I�f }' S8 N U I ! - ! :1 li r I ic.1..... ivAda -Acimil 1 1 " 1 - 1 /�I N- ..7.7.-...7:1 I %/I IL Z ( r n 1 �_. 1 • AM iii i _ ! ! r--, r-, r-3 r-, r-� • E IT WIDTH STAIR WIDTHV EXTERIOR WALLS 1-HR -- " ..... y- • lriN i% _• -'1 I OCCUPANCY LO 5 THE STAIR WIDTH SHALL �� 7 jit RATED PER OSSC11 WIDTH TABLES 601 AND 602 "Mini ,. - ._ �,.,�...... �" ":: ,,_: __-_: �� � ;.,..,- 4?.• R-2 EXITS REQUIRED 2 MEET THE MAX EXIT = 0 Z �I " L'IWk rEXITS PROVIDED 3 REQUIRED. SEE OSSC Q ' 7 - . . ,„ /1 2* a • ” E D OCCUPANCY LOAD PER EXIT= 58/3= 20 EXCEPTION 1005.3.1. fr , — .__.,_ r_._.._._,... f r __- :-.____ -ryY " �-- F _ UNIT 2 BE MAX EXIT WIDTH REQUIRED= 50 x.2"= 10" C 1 -_-Ji- , 1. I ;. .`il 1 I 1 1 �..::: ._.....0 -F'2 " • " y- :_ " " -`~ OLF 200 = 5 OCC CLEAR WIDTH PROVIDED = Co Q -----, . 3` 1'4 -�` " .. " ii j 11 I _ ! l get k 947 SF AT EACH EXIT DOOR- 34" 0 D f"^ .:.rte -J� _ .h' 1 l Milli -� -- ` Y�r�� F - f!,v -- , " w k 41:: - .1 1i`- i t, • ` ' ,.....-:. ' , e/ ."" i, , C-S ,„ �,,., y \' i , { • \__'_�. t ..r ,...._,L I I. - �, fl V :;���►S'r ;�, ��' :% - ���®� T��+'/,%'. .�f'��r,•►� �t;' E ' TITLE= Ole / CORRIDOR 3 � � 1)2000: .�.�® ����r ��������� .•„.„...,7, �/.r�.���.®���.� ��il�..I�,.d� .tom � � OCCUPANCY SCHEDULE- BUILDING 2-LEVEL 02 r - �,�i.�ei� i_. d�/w� Ibid.V'Id_ % ��nto- .�I�I►ek/`' � s � �1. � r � # DATE DESCRIPTION ]!��� ./ ,y 1.� •• 1 h �, I NAME I LEVEL NUMBER AREA OCC OLF OCC LOAD E . Illri....1,)__ i — F� 10,14$1 Illir" - - --"-L=1:11 -' _i,_ I " " lih. M \9r: , si ill ti N NI ti I LEVEL 02 [ 4L 1 I., E I " __ 1 " - { ■_� IUNIT 2 BED LEVEL 02 2-201 950 SF R-2 200 5 1 "R2 1 _ .. illi " ,f ` FkIT !Cs�. a 1___ }! 111 II ;''T� , I UNIT 2 BED LEVEL 02 2-202 947 SF R-2 200 5 UNIT 2 BED • . ..ti .P '9 7/4q 1 �� ! ` �`__- " UNIT 1 BED LEVEL 02 2-203 644 SF R-2 200 4 OLF 200 = 5 OCC " ..v.T, �.-.. .u� . �.-" ' { UNIT 1 BED LEVEL 02 2 204 672 S • I E ` , II _ .-, .7, : �T�� Q JSP � .� �- i' �� I 1 CA, _ -- 1- I ,e l.} I u N �, l i F R-2 200 4 947 SF l.. '- . = `� _1 Li, ,, «,---" tLO ..-- .,,:_.. 1 II -. • �/ I, 11 C I L..1.__ UNIT 1 BED LEVEL 02 2-205 646 SF R-2 200 4 - ...m.M.111.114111.1g ----- - r . LYr �.� _...__._-__,_ ^: si„lr��� �� ,_, � �.__..._-.-.- �- ._..��_ -._._...._ � UNIT 1 BED LEVEL 02 2-206 6425E R-2 200 4 •- __ _ - � viii iii - y _� I - UNIT 1 BED LEVEL 02 2-207 644 SF R-2 200 4 - 1 ;' 1 r 1, i P W I r--- �, I `! _.__. UNIT 1 BED LEVEL 02 2-208 640 SF R-2 200 4 Ii _. �_ _. ; , 11 I 11 I 1 " � I- " ; .a,IrArdal �1I �_..___-_.___...,__ __ ,r 1 �...___.._-_-_. ;:: `� I« .� �,e �..._.._._. �,._.. 3 - UNIT 1 BED LEVEL 02 2-209 672 SF R-2 200 4 �1�{ E " i I ! I �1 i �� ,.a ri / ” f REVISIONS j JJ 1 I ;' °" • •€ 1, ,I, I 1 - A I ! R-2 UNIT 1 BED LEVEL 02 2-210 644 SF R-2 200 4 "l o- -__. i ap t. 1 ! ! , !�, - ?�.... tr.'s+ - :,II:,L' -"---"._' I.X10 L % L...»,..."..,. - vy _�. L.�_..�..�_ +�-� UNIT 2 BED LEVEL 02 2-211 947 SF R-2 200 5 I _., i _ �, f__ I ....-.-.. �- k UNIT 2 BED ! 1 ` . `H • • • 2-212 950 SF R-2 200 5 €=- ;I- y1µ i-- ,,. �: Ji_ 1 �. -:-1; OLF 200 = 5 OCC NIT 2 8ED LEVEL fl2Wldesuluu,l:uaeuun. 1. U11tl1€11; 1._. , 9,�1 STORAGE LEVEL 02 2-U21 22 SF S-2(ACC) 300 1 Author Checker / I \ 950 SF UTILITY LEVEL 02 2-U22 22 SF S-2 (ACC) 300 1 COMMON PATH OF I _ . . _-' I DRAWN BY CHECK BY TRAVEL=41'-0" - - -� - -� a a R-2 �+-+ (ACC) PERMIT SET (TYP IN 2 BED UNITS) S (ACC) R R-2 S cc �7 Z Vc STORAGE LEVEL 02 2-U23 22 SF S-2 (ACC) 300 1 (MAX PATH TO RATED 2 (ACC) 2 S 2 (A STORAGE LEVEL 02 2-U25 22 SF S-2 (ACC) 300 1 ( ( STORAGE LEVEL 02 2-U25 67 SF S-2 (ACC) 300 1 STATUS STAIR=99'-9") STORAGE UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED STORAGE STORAGE LEVEL 02 2-U26 22 SF S-2(ACC) 300 1 03.29.2018 OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC STORAGE LEVEL 02 2-U27 22 SF S-2(ACC) 300 1 DATE 22 SF 672 SF 22 SF 642 SF 640 SF 67 SF 644 SF 22 SF STORAGE LEVEL 02 2-U28 22 SF S-2(ACC) 300 1 SENSORY 60 17052 STANDPIPE-TYP IMPAIRMENT UNIT PROJECT NUMBER COMMON PATH OF )(IT WIDTH STAIR WIDTH TRAVEL= 38'-3" OCCUPANCY LOAD 59 THE STAIR WIDTH SHALL (TYP IN 1 BED UNITS) EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH EXITS PROVIDED 2 REQUIRED. SEE OSSC A2.00 ■ i 2 OCCUPANCY LOAD PER EXIT= 5913= 20 EXCEPTION 1005.3.1. 2 BUILDING 2 — CODE PLAN — LEVEL 02 MAX EXIT WIDTH REQUIRED= 30x.2"= 6° Q2018OTAK,INC. CLEAR WIDTH PROVIDED -0.1 SCALE: 3/32"= 1'-0" AT EACH EXIT DOOR= 34" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. CODE LEGEND otak j PEDESTRIAN BRIDGE TO PARKING LOT STANDPIPE-TYP \ ‘ EMERGENY EGRESS PATH, MINIMUM WIDTH OF EGRESS ...gigisoilid kik 1 S-2 (ACC) S-2 (ACC) \ PATH IS 3'-0". PROVIDE 1 DISCHARGE IDENTIFICATION \ FOOTCANDLE LIGHT AT FLOOR GATE (OSSC 1022.8) \ STORAGE STORAGE LEVEL. DO NOT EXCEED MAX TO Otak Architects, Inc. MIN ILLUMINATION UNIFORMITY R-2 S-2 (ACC) R-2 OLF 200 = 1 OCC R-2 R-2 S-2 (ACC) R-2 OLF 200 = 1 OCC RATIO OF 40 TO 1. EMERGENCY 808 S • •venue, Suite 300 LIGHTING TO BE PROVIDED BY " 'rtland, OR 97204 UNIT 2 BED UTILITY UNIT 1 BED 22 SF UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED 22 SF BATTERY BACK-UP. : in 503.287.6825 OLF 200 = 5 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC www.otak.com 950 SF 22 SF 644 SF 646 SF 644 SF 22 SF 672 SF _ _ _ ♦ EXIT ACCESS TRAVEL F G DISTANCE-250'MAX(1016.2) J.•• C014. ):: ,... ... : . _ , . - -- J . . _ -,:. * _ _ = R-2 1 OF TRAVEL( I. _ COMMON PATH L 1 3 1 " � I `' Ii - . .'' .. ... .„ I/ __. A 75 MAX .i ' • r 37 1 --- .. — I _ — _ _ - - .-- 1 EXITING PER EXIT R FLEENER is I q-----7---i S BRIAN II I _- { / L -:L :JWI N- -4 lVtIiIIF�.JiL':II!liElYiCD 11 -- ; sr ,1 ,r * 1 ; , .' ,r LOCATION • , i- I - I ,E ` 1 %%i' Aii 1� 1 I s [ I 1 •--`' FIRE EXTINGUISHER CABINET WITH FIRE ! ! _ - I .% A�� Il .moi L_ _.._ I . r- _1 __I i L_ FEC PRT , L w , - ' .%i �4 -`II I -I I 1 ,r f E~ EXTINGUISHER SEE 14/AX-8.11 EXTERIOR WALLS 1-HR i..a I yam_ u .oi AM o- ' - !-- : - J =- _ RATED PER OSSC A MI.• STAIR 1 "- .. 1 ► ••_ 7 vl3 �,— ... � III: �J =--11_ -= OCC II " I _ v 3129/2018 } ,. -.._- rt ____-__ . ______._..- 1 1t f-1 _.,.,I R-2 OCCUPANT LOAD it. - _ STAMP 1 "" __ — UNIT 2 BED EXIT SIGN {1 1.. . I -_.._ • - »- i . i OL C ,,, t � , " F 200 = 5 OC .,.� M r-"" y r ;. .. w�--, I ! 947 SF (ACC) ACCESSORY USE (508.2)SHALL NOT BE MORE --1 I is ,HL.--; r, I i i THAT 10%BUILDING AREA OF STORY ,, I W r. AVM. r • " r..�- _.. - I I --- "�1 f~�" ' , l_ ! - ` y�� -hL ! ( -',.T•\ aLL. a _^-7 nI , { ►� �• ply:-r-_ '':' A i .;- 47 i,I II ., , m�. I� �/ '8'1� �; - �,= p, / • . . ► If .; .w •• FDC FIRE DEPARTMENT CONNECTION - rilrieri,"Er- �!""�.PL '� ;'� �� �,o�e� �°C��",:':�, . �� CORRIDOR �'� e��.o�. + q ,+r.l.fr1.7�y �, 1401P��. ata w _� ww w_ ww __ i�l.��� leHAtf,7,4,4,7/15,070. 4ipi))),ir*,14:4.-1.f.;44040�"� .1--1---v-tril.:1--Li, r� ��- . �l�' � , . 941Z-Zirdrard,PriOrAch* ` . DRG PR0PERT1 ES '�� �/ // �/ '� ; . � /// 4' ;�irfir ,® "7 4 '�', I"�-•�•�^' PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS p /�.tia--rte= - � i .. s . 7 w a ", e. ` .. 0 {JL.irI c, i of r f wt •.z. s f . , .,j ;,,; I. PROVIDE 20 MIN RATED DOORS AT CORRIDOR 1 _ 7 - f 1 - ; " M �, •-\ ,, " 4..--- \./ II, 1'� \.f • M __ � _ • '� 7� : _ R-2 I .. II 1 •.. _- II GJ Y 1 .�=�._., i - PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL - 1 ,- , " _ OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO �y� CONSULTANT I �" di.-- ! SIT... lel 9 _......a II ■__- .i I r..�_-�... UNIT 2 BED S I HEAD, JAMB AND SILL. OPENINGS ARE NOT RATED 4 OLF 200 w 5 OCCI 1,419 772 II ,_._.; € __ Teo _ ii 947 SF i ! r _ .. RATED E • � . J� " � NCFI f�4�/ ,i L i PROVIDE 2-HR FIRE BARRIER. PROVIDE 90 MIN ZZZZ- J I I , �1.�.I rr I �/ 1 RATED DOORS _ 1_a ,...I --- -..... u1_ h� ,T J rte , i�i� , !_' `—' — II IE: : . J .�,3 e i ,� .. - �� I I ,�� ��A2.4 1 CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE it - , E ��. 1 ( x" I I -_ o 4.021 L' _..-.. �j! TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE I I rte- .rr.�,� fi' - ! II II -� i w s` i H I I aibm .� (£k i I 11 UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE 1--._ F k I J J i ,----1 ' F I }l, I L - i' - j _ . -r ! _--, 1 R-2 AND SHALL BE SECURELY ATTACHED THERETO. FIRE ! F li Y IS,J:l.��l •.:._ rt __ - II .-�..-.._..a - N. .�.n�. - ..-_ z•:L'J�,�I' - .JdiJg .I , E i • - . . _- Ii; \ �-_ k 'i UNIT 2 BED BARRIERS SHALL BE CONTINUOUS THROUGH II _ .. I �I �: STAIR / 1 \ CONCEALED SPACES. J LF 200 5 OC COMMON PATH OF F l 1 ) i 950 SF FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- TRAVEL=41'_0" 1 RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING (TYP IN 2 BED UNITS) S-2 (ACC) R-2 til-2 (ACC) R-2 R-2 S-2 (ACC) R-2 S-2 (ACC) ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED (MAX PATH TO RATED \ THERETO. STAIR=99'-9") STORAGE UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED STORAGE OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC 22 SF 672 SF 22 SF 642 SF 640 SF 67 SF 644 SF 22 SF STANDPIPE-TYP COMMON PATH OF OCCUPANCY SCHEDULE-BUILDING 2-LEVEL 03 TRAVEL= 38'-3" NAME LEVEL I NUMBER I AREA I OCC I OLF I OCC LOAD (TYP IN 1 BED UNITS) 1 BUILDING 2 — CODE PLAN — LEVEL 03 LEVEL03 0 UNIT 2 BED LEVEL 03 2-301 950 SF R-2 200 5 Ci) i ` -0.1 SCALE: 3132"= 1'-0" UNIT 2 BED LEVEL 43 2-302 947 SF R-2 200 5 '■■r! CO UNIT 1 BED LEVEL 03 2-303 644 SF R-2 200 4 C3 UNIT 1 BED LEVEL 03 2-304 672 SF R-2 200 4 M STANDPIPE-TYP UNIT 1 BED LEVEL 03 2-305 646 SF R-2 200 4 S-2 (ACC) UNIT 1 BED LEVEL 03 2-306 642 SF R-2 200 4 W LU S-2 (ACC) r UNIT 1 BED LEVEL 03 2-307 644 SF R-2 200 4M STORAGE STORAGE � � R-2 S�+ OLF 200 = OCC �+ OLF 200 = 1 OCC UNIT 1 BED LEVEL 03 2-308 640 SF R-2 200 4 -2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 UNIT 1 BED LEVEL 03 2-309 672 SF R-2 200 4 UNIT 2 BED UTILITY UNIT 1 BED 22 SF UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED 22 SF UNIT 1 BED LEVEL 03 2-310 644 SF R-2 200 4Et Cr) OLF 200 = 5 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC UNIT 2 BED LEVEL 03 2-311 947 SF R-2 200 Z UNIT 2 BED LEVEL 03 2-312 950 SF R-2 200 5 950 SF 22 SF 644 SF 646 SF 644 SF 22 SF 672 1‘,F, STORAGE LEVEL 03 2-U31 22 SF S-2(ACC) 200 1 CL .,, ., l . . • _._ .,:.: ..,, �,.. .,.. � STORAGE 2 (ACC)UTILITY LEVEL 03 2-U32 22 SF 8-2(ACC) 200 1 7 W LEVEL D3 2-U33 22 SF S- C 2D0 1 0 LU Wh _.Ii1i r /� - - V r1[ii]1 " J�" M1 STORAGE LEVEL 03 2-U34 22 SF S-2(ACC) 200 1 co �, 0 ". ..... --. ,- 1 i f , J Il " _ STORAGE LEVEL 03 2-U35 67 SF S-2 ACC 200 1 STAIR 1 1 •I 1 ..m.. --..a.Z i : '` I i STORAGE LEVEL 03 2-U36 22 SF S-2 ACC 200 1 -_ Lu ce) I , 6"_._- ,, STORAGE LEVEL 03 2-U37 22 SF S-2 ACC 200 1 N U E I ki i , .._ __ 1 1.6., .. _ t li _ L----j E ii��i'i ;; ;`-� I I I, 11' ' -1 -___ STORAGE LEVEL 03 2-U38 22 SF S-2(ACC) 200 1 :F �, _::-_e._ Aram//rLII i z __:-,—'! ^. ' r-.,. s, a r —1 60 mil N 63 N _....____ wr ,-.. ... �i._.._._.. __�._.___� Vii._-_ y 9 EXTERIOR WALLS 1-HR -- —1 :.. � _ �m r�� linlit.. I._ _ '� �g6'. , ^ -- _ 1 EY_ �.J 1 RATED PER OSSC - ' 1 1 ! ,=31- •d••IIr A -- 13,62 -I ", ." . _ EXIT WIDTH STAIR W TH it _ 6 Z TABLES 601 AND 6Q2 � r"� J ; {� � 4 � �- _�-� TL �- - OCCUPANCY LOAD 60 THE STAIR WIDTH SHALL .. ^:I .,_: , .. ._,�z-� � � t" :...��-.r-.� _.-T� -- " � _..._.. EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH r.--. I. mom ( . �..jr o.�' ,`,;'_.»-» 1:----_,_;_,:... " % �' �� , UNIT 2 BED EXITS PROVIDED 2 REQUIRED. SEE OSSC W IX . K■I € "I ' •;:, "' r' IP' I€ ,.,a��. ,-�," "■ '" I 'f _.:,._= - ...- - OLF 200 = 5 OCC OCCUPANCY LOAD PER EXIT=6012= 30 EXCEPTION 1005.3.1. O) Q ae�m,ro. � i 1-K i _ ' ,,,�� -..� ■fit ! --- � —+ MAX EXIT WIDTH REQUIRED= 90 x.2 = 1 i' I I947 SF ��„ . l CLEAR WIDTH PROVIDED n r" ,-� 'r 4 --em--A 1104 P/ 4 I { ���rte,'(11 —.� .0; M, ��, 111 1 ,? :•� •: r. AT EACH EXIT DOOR 34 I 1I i• , , • ,, _, (:, , ti _ Crr y tr 1I ,� y _ Ems' ' __ - C:'' ,. % `r . c W _ lik " „ �/rfitRi TITLE `*Pi9����►';�'�►����� � �.�+�a,� '"'�*�f�'a��/'.��� Ord p � ...�d�e��. �t�;�.�•'���;.frtt �O01"11$2,A ,pot S ' . :.:. : .� $ 1.��/ .•CORRIDO R ei, Zet/.�/�®o ife.V.� 17 0 'I -� 22-54:4,4,1"- ;'� ���' ,I�' . �"' .+ J� SAW- !' �T �� / d,� ( OCCUPANCY SCHEDULE-BUILDING 2-LEVEL 04 ����� /// "'� �' �� /��.. s ��1� �'��� �ar►�./ 1/ I/ � �� �� # DATE DESCRIPTION po# b __-;:� ;� '� ) .�""' � .� ollr: -� 11111),! . !MIME�� — !( ),#. it,re:f..' „W .`- r--, '� ; - -- _ L.�.... NAME I LEVEL I NUMBER I AREA I OCC I OLF I OCC LOAD �' A' //// 43 ' in: II LEVEL 04 R-2 I L.� _ j . ,� -- .XirSFa e3'. ii-�._._ ' II I gi.-.L1 .: �- ." - .__._. 1 1 /•�' I :" -- " UNIT 2 BED LEVEL 04 2-401 950 SF R-2 200 5 UNIT 2 BED 11 - j I RaTfOtV II ��, __f UNIT 2 BED LEVEL 04 2-402 947 SF R-2 200 5 I " DI ST'�Nc 1 ` / " OLF 200 = 5 OCC _. I - ..r_- �. --_-- F -�t_,-.y - - /' _ �a n • I UNIT 1 BED LEVEL 04 2-403 644 SF R-2 200 4 947 SF �.,.I� o I �� :._ - -- L UNIT 1 BED LEVEL 04 2-404 672 SF R-2 200 4 tii-lj1■ : �!•J I i "•- --` t l II } J.r Ad �- �� UNIT 1 BED LEVEL 04 2-405 646 SF R-2 200 4 - .:" L;--." _ _JJ ,%�1 y ti 1::, UNIT 1 BED LEVEL 04 2-406 642 SF R-2 200 4 _ 1 iii .=-= 17 I - Kms:as 'f_"" I :- UNIT 1 BED LEVEL 04 2-407 644 SF R-2 200 4 _ �. _ ! 7 I f " I ._... t � '`�Nirm�Iii I- ' _._.._._-1 R-2 Ll _._ .._ \ -- 1�" �I111 `t I --- '�! i UNIT 1 BED LEVEL 04 2-408 644 SF R-2 200 4 REVISIONS 0 11 J I .��q II I '' 1 ! I � II ♦ ►A.IGI� j__.. I ' •� I I UNIT 1 BED LEVEL 04 2-409 672 SF R-2 200 4 Lf II • i L.,...,.....; IIIr1:III.uIJ I ,/ I ; J �. - I P __-.-.--.I UNIT 1 BED LEVEL 04 2 410 644 SF R-2 200 4 U II;r.. ir __... ,�... ___ UNIT 2 BED UNIT 2 BED LEVEL 04 2-411 947 SF R-2 200 5 -171 3 �1___11 • ' ' • .' Imo! i i ; .. - ! OLF 200 = 5 OCC UNIT E i 2 BED LEVEL 04 2-412 950 SF R-2 200 5 Author Checker STORAGE LEVEL 950 SF D4 2-U41 22 SF S-2 (ACC) 200 1 DRAWN BY CHECKBY COMMON PATH OF - I UTILITY LEVEL 04 2-U42 22 SF S-2(ACC) 200 1 TRAVEL=41-0" STORAGE LEVEL 04 2-U43 22 SF S-2(ACC) 200 1 PERMIT SET (TYP IN 2 BED UNITS) S-2 (ACC) R-2 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) (MAX PATH TO RATED STORAGE LEVEL 04 2-U44 22 SF S-2 (ACC) 200 1 STATUS STAIR=99'-9") STORAGE UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED — ROOF ACCESS UNIT 1 BED STORAGE STORAGE LEVEL 04 2-U46 22 SF S-2(ACC) 200 1 03.29.2018 OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC HATCH I SHIPS OLF 200 = 4 OCC OLF 200 = 1 OCC STORAGE LEVEL 04 2-U47 22 SF S-2(ACC) 200 1 22 SF 672 SF 22 SF 642 SF 640 SF 644 SF LADDER22 SF j STORAGE LEVEL 04 2-U48 22 SF S-2(ACC) 200 1 DATE 59 17052 STANDPIPE-TYP PROJECT NUMBER COMMON PATH OF ExJT WIDTH STAIR WIDEN TRAVEL= 38'-3" COCCUPANCY LOAD 59 THE STAIR WIDTH SHALL (NP IN 1 BED UNITS) EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH EXITS PROVIDED 2 REQUIRED. SEE OSSC OCCUPANCY LOAD PER EXIT= 5912= 30 EXCEPTION 1005.3.1. MAX EXIT WIDTH REQUIRED= 30 x.2"= 6" A2.0 . 1 3 2 BUILDING 2 — CODE PLAN -- LEVEL 04 o CLEAR WIDTH PROVIDED 02018 OTAK,INC. AT EACH EXIT DOOR= 34" 40.1 SCALE: 3132"= 1-0" !f this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. ASSEMBLY NOTESOtak i a) FIBER REINFORCED, 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD CEMENTITOUS SIDING SHEATHING TO ASSEMBLY AS REQUIRED BY 1x2 PT FURRING AT 16"OC STRUCTURAL ENGINEER.WHERE A NON-SHEAR WALL � ' FIBER REINFORCED, EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL `' SOUND BATT'INSULATION IN 1,_ i CEMENTITOUS SIDING i {314"VENT SPACE} PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON- . Inc.�r�-a--- r BATHROOMS-FRICTION FIT ' -`'�� 1x2 PT FURRING AT 16"OC ., PLYWOOD SHEATHING AS SHEAR WALL TO PROVIDE CONTINUOUS FACE OF Oak Architects 1 IN STUD SPACES - i (3/4"VENT SPACE) =.- REQUIRED-SEE STRUCTURAL FINISH. 808 Thi Avenue,Suite 300 t- r- I ` Mend,OR 97204 u WEATHER RESISTIVE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC 503.287.6825 ° • r ; 4. �' /f' WEATHER RESISTIVE ' BARRIER SECTION 718. inwww atak com ',•' : 5/8"TYPE'X'GYPSUM BOARD > .. :...i BARRIER �y • 1°- 15/32"MIN PLYWOOD _ R-21 BATT INSULATION 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN •• b •' •"` • PLYWOOD SHEATHING AS i i SHEATHING-SEE STRUCTURAL WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO . - , PROTECT PIPE FROM FREEZING. x, REQUIRED-SEE STRUCTURAL 2x6 WOOD STUDS AT 16" . = ,, ✓ 1 PLYWOOD SHEATHING AS ;• , OC-SEE STRUCTURAL ' :`1a -• - REQUIRED-SEE STRUCTURAL _ 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND 2x6 WOOD STUDS AT 16" (2)LAYERS 5/8"TYPE'X' FINISHES AS REQUIRED FOR PLUMBING ACCESS 3720 i `- CAST IN PLACE CONCRETE i' i 16" - '"'°' WALL-SEE STRUCTURAL OC-SEE STRUCTURAL --''yJ 2x8 WOOD STUDS AT �� • -� OC-SEE STRUCTURAL GYPSUM BOARD PANELS. BRIAN ,I:LE � ." ... ". " ` 5/8"TYPE'X'GYPSUM BOARD ="`'-y i 5/8"TYPE'X'GYPSUM BOARD 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO - i' 5/8"TYPE'X'FIBER FACED 5/8"TYPE'X FIBER FACED SUPPORT SHELVING,TOWEL BARS,RAILINGS,AND ALL �()RTLANi},0 Y ' GYPSUM SHEATHING `i GYPSUM SHEATHING OTHER WALL-MOUNTED ACCESSORIES AND :4+ ' '414'0F 0 « . ' EQUIPMENT. ' EXTERIOR - `–Ar----i - EXTERIOR INTERIOR u EXTERIOR 6. PROVIDE UL APPROVED THROUGH PENETRATION AND . 3/29/2018 INTERIOR INTERIOR MEMBRANE PENETRATION FIRESTOP SYSTEMS AS STAMP REQUIRED BY CODE AT ALL ELECTRICAL,PLUMBING, 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x8 WOOD STUDS-SEE AND MECHANICAL PENETRATIONS IN FIRE-RATED 138 STRUCTURAL ASSEMBLIES,SEE AX8.11 TO AX8.12.CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR EXACT PENETRATION CONDITION 27 CONCRETE WALL 24 1—HR INTERIOR WALL — IN UNIT BEARING 13 1 EXTERIOR WING WALL — FIBER CEMENT SIDING. 4 2—HR EXTERIOR WALL- FIBER CEMENT SIDING 7, PROVIDE WATER RESISTANT TYPE-X GYPSUM BOARD ___r ��`—U--��� ILL. 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&16/A8.11. BEARING BEARING BEARING BG PROPERTIES 8. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL LLC DETAILS. FIBER REINFORCED, 9. PROVIDE SOUND BATT INSULATION AT BATHROOM SOUND BATT INSULATION-FRICTION CEMENTITOUS SIDING WALLS AND CEILINGS. ---— 2,___________ FIT IN STUD SPACES ----�-- �--- _ CONSULTANT 1x2 ROOF MEMEBRANEPT FURRING AT 16"OC I ' RE (3/4"VENT SPACE) REACED VERTICALLY 1x2 PT FURRING AT 16"OC WEATHER RESISTIVE (3!4 VENT SPACE) RESILIENT CHANNEL AT 24"OC BARRIER 5/8"TYPE GYPSUM BOARD ? � FIBER REINFORCED, 15/37'MIN PLYWOOD CEMENTITOUS SIDING SHEATHING-SEE STRUCTURAL PLYWOOD SHEATHING AS 5/8"GYPSUM BOARD REQUIRED-SEE STRUCTURAL WEATHER RESISTIVE ' R-21 BATT INSULATION-FRICTION 2x4 WOOD STUDS AT 16"OC BARRIER FIT W STUD SPACES 2x6 WOOD STUDS AT 16"' PLYWOOD SHEATHING • _ OC-SEE STRUCTURAL ON BOTH SIDES 16" 2x6 WOOD STUDS AT �- '-� 2x6 WOOD STUDS AT 16" OC-SEE STRUCTURAL 5/8"TYPE'X'GYPSUM BOARD OC-SEE STRUCTURAL - CO 5/8"TYPE'X' _.........1.1.---------------------- i la GYPSUM BOARD W I Y� INTERIOR UNIT UNIT ROOF EXTERIOR INTERIOR EXTERIOR ME 3B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE CO STRUCTURAL co NON-RATED FURRING 1-HR INTERIOR WALL — DEMISING PARAPET WALL — FIBER CEMENT PANEL 1-HR EXTERIOR WALL — FIBER CEMENT SIDING < 271 23 12 3A ASSEMBLY:N/A FIRE: N/A STC:N/A ASSEMBLY:UL-U305 •FIRE: 1-HR STC:50-54 ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY: UL-U356 FIRE: 1 HR STC:N/A BEARING RAL TL77-138 BEARING CO ,�„ LAPPED,FIBER-REINFORCED, Z E SOUND BATT INSULATION IN CEMENTITOUS SIDINGlail CK - r" fir'" 1x2 PT FURRING AT 16"OC 1.-- BATHROOMS-FRICTION FIT ! C (3/4"VENT SPACE) Z CO - IN STUD SPACES ,i ROOF MEMEBRANE , • 1x2 PT FURRING AT 16"OC WEATHER RESISTIVEEmmaZ (3/4"VENT SPACE) tier.. r.,. .._,,/ BARRIER .''' 5/8"TYPE'X GYPSUM BOARD L— t Ce 0 i. 1:[- LAPPED FIBER REINFORCED, - i 15/32"MIN PLYWOOD C- CEMENTITOUS SIDING 11.---.. ......_______------- " SHEATHING-SEE STRUCTURAL114C PLYWOOD SHEATHING AS .-.--.1 REQUIRED-SEE STRUCTURAL 1 WEATHER RESISTIVE � i R 21 BATT INSULATION-FRICTION Q. ''BARRIER i FIT IN STUD SPACES , • ri 2x4 WOOD STUDS AT 16" PLYWOOD SHEATHING ii ' Q �---- OC-SEE STRUCTURAL II ON BOTH SIDES 2x6 WOOD STUDS AT 16" 5/8"TYPE`X GYPSUM BOARD I 1 2x6 WOOD STUDS AT 16" I - OC-SEE STRUCTURAL CO re OC-SEE STRUCTURAL 5/8"TYPE'X W N > LIJ It . ; .i f^ Ap GYPSUM BOARD Y ril 6.3 Jmil - N CV LAri. , , -4/1 -1 __ = CL 0 INTERIOR INTERIOR ROOF EXTERIOR INTERIOR EXTERIOR LIL I 0 CS 5 31 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x4 WOOD STUDS-SEE W CO re STRUCTURAL = `O C[ ---" NON—RATED INTERIOR WALL NOT USED PARAPET WALL — LAPPED SIDING 1—HR EXTERIOR WALL — LAPPED SIDING � H E 6f • 22 11 2 a ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY:N/A FIRE:N/A STC:N/A ASSEMBLY:WA 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 FIT IN STUD SPACES - -_ BARRIER ' - `-' _ 3/4"VENT SPACE HORIZONTAL - PLYWOOD SHEATHING AS Z FURRING WITH WEEP HOLES � < REQUIRED-SEE STRUCTURAL WEATHER RESISTIVE (2)LAYERS 5/8"TYPE'X • 31/2"MIN,R-21 FIBERGLASS I -.-.- ' BARRIER GYPSUM BOARD ,. ;`1 . BATT INSULATION - = 15/32"MIN PLYWOOD •'I SHEATHING-SEE STRUCTURAL PLYWOOD SHEATHING AS REVISIONS ti - REQUIRED-SEE STRUCTURAL L 2x6 WOOD STUDS AT 16" R-21 BATT INSULATION-FRICTION OC-SEE STRUCTURAL FIT IN STUD SPACES 2x6 WOOD STUDS AT 16" '% (2)LAYERS 5/8"TYPE'X' ✓ OC-SEE STRUCTURAL 1'' ;;l i GYPSUM BOARD Author Check& • 2x6 WOOD STUDS AT 16" -�- (2)LAYERS 5/8"TYPE'X' 5/8"TYPE'X GYPSUM BOARD - _ OC-SEE STRUCTURAL DRAWN BY CHECK BY GYPSUM BOARD ,/' 5/8"TYPE'X FIBER FACED 5/8"TYPE'X' PERMIT SET GYPSUM SHEATHING r.,, - GYPSUM BOARD STATUS :', ,100740 � r l 03.29.2018 DATE INTERIOR INTERIOR INTERIOR, EXTERIOR INTERIOR EXTERIOR 17052 1B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE PROJECT NUMBER STRUCTURAL 25 NOT USED 21 I 2—HR INTERIOR WALL — FIRE BARRIER 5 2—HR EXTERIOR WALL — LAPPED SIDING 1A! 1—HR EXTERIOR WALL — WOOD SIDING A2•111 . 01 ASSEMBLY:N/A FIRE:N/A STC:N/A I 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 ©2018 OTAK,INC. . If this drawing is not 241 x 36",it has been reduced/enlarged.Scale accordingly. ASSEMBLY NOTES otak , 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADDSTRUCTU_ S ENGINEER Y WHERE A NON-SHEAR WALL SHEATHING TO ASSEMBLY AS REQUIREDBEXTNDS AND o ALIGNS PARALLEL WITH A SHEAR WALL,PROVIDE ADDRIONAL SHEATHING LAYERS TO THE NON-SHEAR Otak Arc ' ects, Inc. WALL TO PROVIDE CONTINUOUS FACE OF FINISH. 808 SW ird A -nue,Suite 300 2.. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC Port=nd,OR 97204 SECTION 718. mai 503287.6825 mww.otakcom STANDING SEAM METAL 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN ROOFING WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO SLIP RESISTANT FINISH-SEE PROTECT PIPE FROM FREEZING. 30#ROOFING FELT FINISH SCHEDULE ' • - 1_ e 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND FINISHES k- WATERPROOF MEMBRANE AS REQUIRED FOR PLUMBING ACCESS PANELS. 3720 ! ROOF SHEATHING-SEE STRUCTURAL SUBFLOOR,SEE STRUCTURAL 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TOR� �`4 1!!!! STRUCThRE ESUPPORT SHELVING,TOWEL BARS, RAILINGS,AND ALL a a /7„/"--- ROSEEPSTRUCTURESRIN6.- � FESOFFITMEMRANEPENETRATIONFIRESTOPSASF 0 _ _/. x _ BOARD - CEMENTITIOUS PANELS REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, 3/29/2018 N V AND MECHANICAL PENETRATIONS IN FIRE-RATED t. i41 ASSEMBLIES,SEE AX8.01 TO AX8.21, STAMP 1 7. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. BALCONY -' NOTE:SEE SECTIONS FOR I 1 SOFFIT VENT LOCATIONS DBG PROPERTIES LLC R3! ROOF - STANDING SEAM F4 FLOOR / CEILING - BALCONY ASSEMBLY:UL-P522 FIRE: 1-HR STC:N/A ASSEMBLY:NA FIRE:N/A STC:N/A CONSULTANT FLOOR FINISH PER FINISH SCHEDULE 1-1/2"GYPSUM CEMENT UNDERLAYMENT PLYWOOD SHEATHING ROOF MEMBRANE 4x WOOD T&G DECKING-SEE STRUCTURAL ROOF SHEATHING,SEE '�` CO STRUCTURAL %� �� /� ` DROPPED CEILING WHERE OCCURS-SEE RCP FOR FINISH W ROOF JOIST,SEE 1 STRUCTURAL ,<," CO . R 27 LOOSE FILA.INSULATION //7— VAPOR RETARDAR/AIR W BARRIER i 4444 a)#0404 5/8"TYPE'X GYPSUM BOARD Cl) CALCULATED FIRE RATED BASED ON OSSC SECTION 722.6 5 Z • 1 1/2"GYPSUM CEMENT UNDERLAYMENT(AT LEAST 5/8"GYP BD EQUIVALENT) 30 MIN • WOOD SHEATHING 19/32" 15 MIN O • 4x(3 3/4")WOOD T&G DECKING(5 MINUTES PER 3/8"1 30 MIN • -- TOTAL: 1 HOUR&,15 MINUTES I-- CO C ROOF - ELEVATOR OVERRUN F3 1-HR FLOOR/CEILING - CORRIDOR R2 ASSEMBLY:UL-L528 FIRE: 1-HR STC:N/A in— ASSEMBLY:OSSC 722.6 FIRE: 1-HR STC:NA W CO W Z 2 O tz 0 ROOF MEMBRANE . zz— ROOF SHEATHING,SEE FLOOR FINISH-SEE ROOM FINISH414C E" " STRUCTURAL SCHEDULE-REQUIRES SOUND ISOLATION MAT IF IT IS NOT CARPET R-60 LOOSE FILL 3/4"GYPSUM CEMENT UNDERLAYMENT < r••.1 INSULATION I SUBFLOOR-SEE STRUCTURAL © �/ g WOOD TRUSS,SEE CO I rt N STRUCTURAL FLOOR JOIST-SEE STRUCTURAL (� O 1. VAPOR RETARDER/AIR 31/2"SOUND ATTENUATION N � Cssi � BARRIER �,l7 BLANKET(OMIT AT CORRIDOR) "-' N ♦♦♦♦♦�♦�''��� RESILIENT CHANNELS AT 24"OC MAX W zti .., i I .e. 1 4 ♦ " 44L-P ,.... ♦ 5/8"TYPE'C'GYPSUM (2)LAYERS 5/8"TYPE )C' I 0 Z i*NTBOARD Z6 '���i����� ,3119.‘ GYPSUM BOARD M ca n F— P.: F- co =2.1 NON-RATED ASSEMBLY WITH NO SOUND ATTENUATION BLANKET AND 1 LAYER OF GYPSUM TITLE 1-HR ROOF / CEILING F2 1-HR FLOOR 1 CEILING - UNITS S # DATE DESCRIPTION Ri ASSEMBLY:AWC WIJ 1.7 FIRE:1-HR STC:63-65 LIC:51 5 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 I r _ y ;yf,,,,-- FLOOR JOIST-SEE STRUCTURAL CLEAN CRUSHED ROCK, Author Checker 5/8"GYPSUM BOARD -. �� � 31/2 SOUND ATTENUATION SEE SOILS REPORT DRAWN BY CHECK BY BLANKET(OMIT AT CORRIDOR) -. •-4;^ a` -•• PERMIT SET . r.., YI Al•'.�+ted 1 �`:v1 U!r.•v •.'�1 •.'1 •..'1•.sj'.1'.r 11 •�Ar`n9M W• i��.�l�t• 1-• Irt•Ar:i oil'� • !� " + .+ietAi: tr-6:0 ��:-orc.Va.�;- T..• 44-(Y... STATUS 5/8 TYPE C GYPSUM BOARD r-'•.�*-aae •'4V{ o + • tkt V•-�tt ;*^%:-t}��•-1u:.•/ •.:ti •r.•1 •� 1 • 1 • i 1 •r-'i�-,•r.�� UNDISTURBED SC11L 1 ui 1 i W ii 1 • Ir•4�•i,}'-. �Irr� ItSi�l-••d c„ ?c,,,\ �.M71{7i; �. r,{,.tr. �r.: ���r.. �r % !/!�i+:�.; 03.29.2018 og RESILIENT CHANNELS,24"OC MAX j E ; ; F-1-1 E ( t r ti11::::.1 jDATE ri-- I 1 12------7-111t-----1-11=1 I --- 17052 PROJECT NUMBER (2)LAYERS 5/8"TYPE'C' ` GYPSUM BOARD A2- 1 ■ 02 Cl 1 CEILING - GWB F5 2-HR FLOOR / CEILING F1 I. SLAB ON GRADE @2018OTAIC,INC. ASSEMBLY:N/A FIRE:NR STC:N/A S ASSEMBLY:AWC WIJ 2.1 FIRE:2-HR STC:52 ILC:46-60 I ASSEMBLY:N/A FIRE:NR STC:N/A • If this drawing Is not 24•x 38",it has been reduced/enlarged.Scale accordingly. • . k Ota DOOR SCHEDULE - BUILDING 2 DOOR SCHEDULE - BUILDING 2 HARDWARE SCHEDULE V4I OPENING I DOOR FRAME I TYPE FIRE I OPENING I I DOOR FRAME I FIRE I NW SET:18 s-1 DOOR NO LOCATION I WIDTH I HEIGHT TYPE I MAT. I FIN. MAT. I FIN HARDWARE RATING COMMENTS DOOR NO LOCATION I WIDTH I HEIGHT I MAT. I FIN. MAT. I FIN I HARDWARE RATING COMMENTS Ore m��N CATALOG NUMBER FINISH E GROUND LEVEL LEVEL 03 I I EPTIO CPT 688 , I Ei4, POWER TRANSFER EPT11I CON 689 VON .;� � ,m..-P"' .�� �:. �'1 2-101A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-301A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ELEC PANIC HARDWARE0 RX-EL-25-R-NL-OP-CON 630 SAI. EA I�I1u1CYLINDIMPt �•0367ICJt 626 SCH Otak Architects, Inc. 2-101 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-301 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA FSIC CORE 23-330 626 SCH 808 S hind • anus,Suite 300 2-102A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-302A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA 90 DEG OFFSET PULL 8190F.ZHD 10"STD 630-316 NE Po land,OR 97204 2-1028 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-302B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 4050 EDA 689 LON 1 EA PROTECTION PLATE 8'400 i0"X 2"LOW� 630 E m- 503.287.6825 2-103A UNIT ENTRY 3'-0" 6'-8" � A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-303A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. www.otak.com 2-103B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-3036 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 W�'I`STOP VIIS44CI7U 6303 i EA GASKETING 488FSBKPSA BK ZER �:; 2-104A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-304A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8198M M ZER 2-1048 BALCONY 3'-0" 7'-0" C I FBGLS I PRE-FIN FBGLS PRE-FIN R-02 2-304B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 +I EA THRESHOLD 646A-223 A ZER 2-105A UNIT ENTRY 3'-0" 6'-8" A 1 SC WOOD 'PAINT WOOD PAINT R-01 20 MIN. 2-305A UNIT ENTRY 3'-0" 6'-8" A SC WOO PAINT WOOD PAINT 1R-01 20 MIN. 1 EA WIRE HARNESS CON-192 SCH • s I 4 2-10513 BALCONY 3'-0" 7'-0" C I FBGLS I PRE-FIN FBGLS PRE-FIN R-02 2-305B BALCONY 13'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN 1R-02 1 EA WIRE HARNESS CON-+6W SCH •_ 14'-) 2-106A UNIT ENTRY 13'-0" 6'-8" A I SC WOOD I PAINT WOOD PAINT R-01 120 MIN. 2-306A UNIT ENTRY 13'-0" 6'-8" A I SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. 1 EA POWER SUPPLY P5914 900.2RS 900.888 VON 3720 2-1068 BALCONY i V-0" 7'-0" C I FBGLS 1 PRE-FIN FBGLS PRE-FIN R-02 1 2-3066 BALCONY 13'-0" 1 7'-0" C 1 FBGLS PRE-FIN FBGLS PRE-FIN R-02 • BRIAN R.FikEi� R OPERATION:ACCESS CONTROL OR TIME CLOCK CONTROL-WORK OF DIVISION 28 fi 2-107A UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT R-01 20 MIN. 2-307A UNIT ENTRY 3'-0" 1 6'-8" A 1 SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-107B BALCONY 3'-0" 7'-0" C FBGLS I PRE-FIN I FBGLS PRE-FIN R-02 I 2-307B BALCONY 3'-0" 1 7'-0" C I FBGLS PRE-FIN FBGLS PRE-FIN R-02 NW SET:19 VAN%f3R 2-108A UNIT ENTRY 13'-0" 6'-8" A 1SC WOOD PAINT IWOOD PAINT R-01 20 MIN. I 2-308A UNIT ENTRY 3'-0" 1 6'-8" A SC WOOD PAINT WOOD PAINT R-01 120 MIN. CITY IPTION CATALOG NUMBER FINISH MFR2-108B BALCONY 3'-0" 7'-0" C IFBGLS PRE-FIN IFBGLS PRE-FIN R-02 I 2-308B BALCONY 3'-0" 1 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA �� 513814.5 X4.5 NOR652 IVE f 0 2-109A UNIT ENTRY 3'-0" 6'-8" A 1 SC WOOD 'PAINT 'WOOD PAINT R-01 20 MIN. I 2-309A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA PASSAGE SET NOIOS SPA 626 SCH 2-109B BALCONY 3'-0" 7'-0" C FBGLS I PRE-FIN FBGLS PRE-FIN R-02 1 2-309B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 I • I EA" SURFACE CLOSER 4050EDA 689 LCN 3/29/2018 2-110A UNIT ENTRY 1 3'-0" 6'-8" A SC WOOD 1 PAINT 'WOOD PAINT 1R-01 20 MIN. 2-310A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 120 MIN. 1 EA PROTECTION PLATE 84tStt 1tI"X 2'LOW B-CS 630 0+"E STAMP 2-110B. BALCONY 13'-0" 7'-0" C FBGLS I PRE-FIN FBGLS PRE-FIN 1R-02 2-31 OB BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 LA GASKETING S STOP 488E BK PSAS' BK t "E I 3 EA OaASKI+7ING 4138Fa8K BK ZER 2-111A UNIT ENTRY 13'-0" 6'-8" A 1 SC WOOD 1 PAINT WOOD PAINT 1R-01 20 MIN. 2-311A UNIT ENTRY 3'-0" 6'-8" A SC WOOD 1 PAINT WOOD PAINT R-01 120 MIN. 1 EA DOOR SVVEEP 8192AA AIA ZER 2-1118 BALCONY 13'-0" 7'-0" C I FBGLS I PRE-FIN FBGLS PRE-FIN 1R-02 2-311 B BALCONY 3'-0" 7'-0" C FBGLS I PRE-FIN FBGLS I PRE-FIN R-02 1 EA THRESHOLD 546A-223 A ZER -- 2-112A UNIT ENTRY 3'-0" 6'-8" A I SC WOOD !PAINT WOOD PAINT R-01 20 MIN. 2-312A UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD I PAINT R-01 20 MIN. 2-112AA UNIT ENTRY 3'-0" 6'-8" A 1 SC WOOD I PAINT WOOD PAINT R-01 20 MIN. 2-312B BALCONY 3'-0" 7'-0" C FBGLS I PRE-FIN FBGLS I PRE-FIN R-02 HW SET: FR 2-1128 BALCONY 3'-0" 7'-0" C I FBGLS I PRE-FIN FBGLS PRE-FIN R-02 2-314 STAIR 3'-0" 6'-8" A SC WOOD I PAINT WOOD I PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN ore DESCRIPTION 681CATA4.6 4.5 NUMBER FINISH EVE 2-112C UNIT ENTRY 3'-0" 6'-8" 1 A SC WOOD 1 PAINT WOOD 'PAINT R-01 20 MIN. 2-315A STAIR 3'-0" 6'-8" A SC WOOD 'PAINT WOOD 1 PAINT 19 90 MIN, DOOR ON MAG HOLD-OPEN 1 EA HINGE ALII0P.s x P 630 C D BG PROPERTIES 1 EA STOREROOM LACK. AIL80�'D NEP 628 SCH 2-112D BALCONY 3'-0" 7'-0" I C FBGLS I PRE-FIN FBGLS I PRE-FIN 1R-02 2-315B STAIR 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 90 MIN. 1 EA SURFACE CLOSER 1250 CUSH SLIM 689 LCN LLC 2-11211 UNIT ENTRY 3'-0" 6'-8" I A SC WOOD PAINT WOOD 'PAINT 1R-01 20 MIN. 2-317 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 3 EA GASKETING 488FSEK PSA BIC ZER _ 2-113B BUILDING ENTRY 3'-0" 7'-0" I A HM PAINT HM I PAINT 118 2-U31 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. , 2-114A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD I PAINT 119 90 MIN. DOOR ON MAG HOLD-OPEN 2-U32 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. NW SET:21 • 2-1148 STAIR • 3'-0" 7'-0" A HM I PRE-FIN HM . I PRE-FIN 118 90 MIN. 2-U33 STORAGE 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT 20 20 MIN. 3 LTY DESCRIPTIONINE5681CATA4.6 4,5NUFINISH VMER CONSULTANT 3 Fro HINGE 58814.5 X 4.5 630 IVE 2-115 STAIR 3'-0" 6'-8" A SC WOOD 'PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 2-034 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MW. 1 EA STOREROOM LOCK ALOOPD NEP 626 SCH 2-U12 UTILITY 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT 20 20 MIN. 2-U35 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. 1 EA SURFACE CLOSER 1250 REG.CA PA AS REQ SLIM 689 LON 2-U13 ELEV MECH 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT 20 90 MIN. 2-U36 STORAGE 3'-0" 6'-8" A 1 SC WOOD I PAINT WOOD PAINT 20 20 MIN. 1 EA WAIL STOP WS408I4O7CVX 630 IVE 2-U14 STORAGE 3'-0" 6'-8" A SC WOOD I PAINT I WOOD PAINT 20 20 MIN. 2-U37 STORAGE 3'-0" 6'-8" A 1 SC WOOD I PAINT WOOD PAINT 20 20 MIN. 3 EA GASKETING 488FSBK PSA BK ZER 2-U15 ELEC 3'-0" 6'-8" A SC WOOD I PAINT WOOD I PAINT 21 20 MIN. 2-U38 STORAGE 3'-0" 1 6'-8" A 1 SC WOOD I PAINT WOOD PAINT 20 20 MIN. HW 2-U16 STORAGE 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT 120 20 MIN. SET:IT-g1 MFR 2-U17 STORAGE 13'-0" 6'-8" A SC WOOD 1 PAINT WOOD 'PAINT 120 20 MIN. LEVEL 04 CITY DESCRIPTION 5881CATA4.6 4.5 NUMBER FINISH PIE 3 EA HINGE 58814,6 3C 4.5 652 NE 2-401A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ENTRANCE LOCK C$210-650 0TD JAZ PLY 103-109 . 628 SCH LEVEL 02 2-401 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA FSIC CORE 234330 EV 0 626 SCH 2-201A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-402A 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 2-201 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-402B BALCONY 3'-0"' 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PROTECTION ION PLATE 640010"X 2"LOW EI-CS 630 IVE 2-202A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-403A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR STOP 61 652 kWE • 2-2026 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-4036 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA DOR GASKETING 4892AA PSA K ZER 1 EA DOOR.SWEEP 8192AA AA ZER 2-203A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-404A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA THRESHOLD 656A A ZER 2-203B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-4048 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 VERIFY DETAIL 2-204A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-405A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA VIEWER U698 626 EVE 2-204B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-405B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 ` 0 ADA UNITS) 2-205A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-406A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. NOTE.INSTALL STOP ON SASE,TOP OR ear' Of DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. OPRIA4TE. 2-205B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-4068 BALCONY V-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 NW SET:R OIA 2-206A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-407A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. OTY DESCRIPTION CATALOG NUMBER FINISH MFR 2-206B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-407B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA HINGE 513814.6X4.5 652 EVE 2-207A. UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 2-408A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ELIC ENTRANCE LOC< FEI10F 4"JAIZCRW 626 SCH 2-207B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-408B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN I FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LON 2-208A UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT R-01 20 MIN. 2-409A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT 'WOOD PAINT R-01 20 MIN. 1 Eli PROTECTION~I PLATE. 84 'IO"X 2"L11W BSS 652630 EVE • 2-208B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 I 2-409B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA DOOR STOP 61 KE CO 1 3 EA GASKETING 4881"SBI4 PSA 8K ZER 2-209A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 2-410A UNIT ENTRY 13'-0" 6'-8" A SC WOOD PAINT 'WOOD PAINT R-01 20 MIN. 1 EA DOR SWEEP 8192AA AA ZER 2-209B BALCONY 3'-0" 7'-0" C FBGLS I PRE-FIN FBGLS . PRE-FIN R-02 I 2-410B BALCONY 13'-0" 7'-0" C FBGLS PRE-FIN I FBGLS PRE-FIN R-02I 1 EA THRESHOLD 656A A ZER 2-210A UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT R-01 20 MIN. I 2-411A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN.. VERIFY DETAII. Z 2-210B BALCONY 3'-0" 7'-0" I C FBGLS PRE-FIN FBGLS PRE-FIN R-02 I 2-4118 BALCONY 13'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 I EA VIEWER U698 626 111E 2-211A UNIT ENTRY 3'-0" 6'-8" I A SC WOOD PAINT WOOD PAINT R-01 120 MIN. I 2-412A UNIT ENTRY 13'-0" 6'-8" A SC WOOD 1 PAINT WOOD PAINT R-01 120 MIN. 2 ADA UNITS) LU 2-211 B BALCONY 3'-0" 7'-0" I C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-412B BALCONY 13'-0" I 7'-0" C FBGLS I PRE-FIN FBGLS PRE-FIN R-02 1 NOTE;INSTALL STOP ON BASE,TOP OR BO • 01"DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRiATE. M 2-212A UNIT ENTRY 3'-0" 6'-8" I A SC WOOD PAINT 'WOOD PAINT R-01 120 MIN. 2-414A STAIR 3'-tr ( 6'-8" A SC WOOD 'PAINT WOOD PAINT 19 190 MIN. DOOR ON MAG HOLD-OPEN NW SET:R-02 2-212B BALCONY 13'-0" 7'-0" 1 C FBGLS PRE-FIN I FBGLS PRE-FIN R-02 1 2-4146 ROOF ACC.HATCH 3'-0" I 6'-8" A HM I PRE-FIN I HM PRE-FIN 20 190 MIN. CIV P � IPTION CATALOG NUMBER FINISH MFR Fillam,m,,a 2-214 STAIR 13'-0" 6'-8" 1 A SC WOOD PAINT 1 WOOD PAINT 19 190 MIN. DOOR ON HOLD-OPEN 2-415 STAIR 3'-0" I 6'-8" A SC WOOD 'PAINT 'WOOD PAINT 19 190 MIN. DOOR ON MAG HOLD-OPEN 3 EA N 53814.6 X 4.5 652 IVE OIL 2-215A STAIR 1 3'-0" 6'-8" A 1 SC WOOD 1 PAINT I WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 2-417 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN I HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 1 EA ENTRANCE LOCK 0$21034350070 JAZ PLY 101.109 626 SCH CO 2-217 ELEVATOR 1 3'-6" 8'-0" H HM 1 PRE-FIN 1 HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 2-U41 STORAGE 3'-0" 6'-8" A SC WOOD PAINT 'WOOD PAINT 20 20 MIN. 1 EA FSIC COR 3s0 EV D s26 S W 2-U21 STORAGE 13'-0" 6'-8" A SC WOOD 1 PAINT WOOD PAINT 20 20 MIN. 2-U42 UTILITY 13'-0" 6'-8" A SC WOOD PAINT 'WOOD PAINT 20 20 MIN. 1 1 EA DOOR STOP 61 652 EVE -I 1 EA RAIN DRIP 11A A ZER a. m 2-U22 UTILITY 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT 20 20 MIN. 2-U43 STORAGE 13'-0" I 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA GASKETING 4438FSBK PSA BK ZER 2-U23 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U44 STORAGE 3'-0" I 6'-8" A SC WOOD 1 PAINT WOOD PAINT 20 20 MIN. 1 EA DOOR SWEEP 819MA AA ZER 1 Ci 2-U24 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U46 STORAGE 13'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT 20 20 MIN. 1 EA THRESHOLD 65A-223 A ZER (I (,U 2-U25 STORAGE 13'-0" 6'-8" A 1 SC WOOD PAINT WOOD PAINT 21 20 MIN. • 2-U47 STORAGE 13'-0" 6'-8" A SC WOOD I PAINT I WOOD PAINT 20 20 MIN. VERIFY DETAIL Cl) W 2-026 STORAGE 1 3'-0" 6'-8" A 1 SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U48 STORAGE 1 3'-0" V-8" A SC WOOD !PAINT 'WOOD PAINT 20 20 MIN. NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER Fi RE AS APPRoPR LATE, 0 24127 STORAGE I .3'-0" 6'-8" A 1 SC WOOD I PAINT WOOD PAINT 20 20 MIN. HW SET:R-03 in 11.1 N CO 2-028 STORAGE 13'-0" 6'-8" A 1 SC WOOD I PAINT WOOD PAINT 20 120 MIN. CITY DESCRIPTION CATALOG NUMBER FINISH MFR .,-• tV 3 EA HINGE 5P81 RCI 4 X 4 652 EVE Z a) N • 1 EA PRIVACY LOCK F403 JAZ 626 SCH rr 9� 1 EA DOOR STOP 61 652 IVE a- _ V 3 EA SILENCER SR65 CRY EVE 1.1. I 0 DOOR SCHEDULE - UNITS NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. W OPENING 1 DOOR FRAME FIRE NW SET:R-04 = G7 t( J DOOR NO I LOCATION WIDTH 1 HEIGHT I TYPE I MATERIAL 1 FINISH I MATERIAL I FINISH HARDWARE 1 RATING I COMMENTS QTY HINGE DESCRIPTION CATALOGCI NUMBER FINISH MER CO 0 M 3 EA HINGE spat RC14 X 4 652 311E --,., 1 EA PASSAGE SET FiOJAZ 626 SCH iram N. H CO BA BATHROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 1 EA DOOR STOP 61 652 EVE BR BEDROOM. 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 DOOR SCHEDULE NOTES 3 EA SILENCER SRSS CRY EVE TITLE CL1 CLOSET 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-04 NOTE :INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE, CU CLOSET 7'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 WV SET:R-I33 # DATE DESCRIPTION CL4 CLOSET 5'-0" 6'-8" E WOOD I PAINT WOOD PAINT R-061. ALL DOORS SHALL HAVE LEVER HARDWARE.UNO 8. INTERIOR SHALL HAVE A ED DOORS OTHER THAN FIRE DOORS CATALGMAXIMUM OPENING FORCE F 5.0 BS II .SET 2-Dif BOWS BP6i3 t NUMBER FINISH STA CL6 CLOSET 4'-6" 6'-8" D WOOD PAINT I WOOD PAINT R-05 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE (22.2 N). 4 Fes, FLUSH PULL 221 626 EVE CL7 CLOSET 3'-0" 6'-8" F WOOD PAINT I WOOD PAINT R-06 PROTECTED IN ACCORDANCE WITH OSSC SECTIONS 716.5.3.1 AND 716.5.7.3. 9. SLIDING OR FOLDING DOORS OTHER THAN FIRE RW SET:R-O6 . DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF ' CITY C ) N CATALOG NUMBER FINISH MFR 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM 5.0 LBS(22.2 N). I SET '- I31� R3FC50I STA SCHEDULE ABBREVATIONS THE EGRESS SIDE WITHOUT THE USE OF A KEY OR 2 EA DOOR PULL 6"1 11RE PULL 628 SPECIAL KNOWLEDGE OR EFFORT. 10.WHERE PROVIDED,THRESHOLDS AT DOORWAYS HC-PHB HOLLOW CORE PRIMED HARDBOARD SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN HWMIE3G GYP BD GYPSUM BOARD 4. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT MDF MEDIUM DENSITY FIBREBOARD INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE OT'r DESCRIPTION RIPTION CATALOG NUMBER FINISH MFR MFR MANUFACTURER FLOOR. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 2€LA CREDENTIAL 9651 8LK BCE PRE-FIN PREFINISHED 8C EA CREDENTIAL 9691T 8LK SCE PRE-PR PREPRIMEDI LA STRATIS SOFTWARE BY OTHERS SCE REVISIONS 5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM 11.SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR 1 EA TRAINING ON SITE AND SETUP SCE SOLID CORE PRIMED HARDBOARD • AN OPEN POSITION OF 90 DEGREES,THE TIME HEAD DETAIL.' REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION 1 EA CREDENTIAL READER MT20VV SCH OF 12 DEGREES SHALL BE 5 SECONDS. 12.SEE 6/AX-8.14 FOR BYPASS DOOR HEAD DETAIL/ MAN U FACTO RE R AND ACCEPTABLE SUBSTITUTES Author Checker 6. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT 13.SEE 7/AX-8.14 FOR BIFOLD DOOR HEAD DETAIL DRAWN BY CHECK BY / /1 C / FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR Item: Manufactprer Substitute: SHALL MOVE TO THE CLOSED POSITION IN 1.5 14.SEE 7/AX-8.01 AND 6/AX-8.01 FOR TYPICAL EXTERIOR 1. HEngeslButls: Ives(IVE) Bammer,Stanley,McKEnney PERMIT SET / / \ / _ _ _ - / SECONDS MINIMUM. HOLLOW METAL HEAD AND JAMB DETAIL AT FIBER 2. Track: Stanley STATUS _ _ = 3. Continuous Hinges: Ives(IVE) Stanley,Pemko, /, / s\ / - _ _ \ ' 7. FIRE DOORS SHALL HAVE THE MINIMUM OPENING CEMENT. 4. Locks/Latches: Schlage(SCH) None-owner preference. 0329.2018 5. Narrow Locks: Adams Rite(ADA) None / / \ / ❑ FORCE ALLOWABLE BY THE AH.I. 15.SEE 6/AX-8.02 AND 5/AX 8.02 FOR TYPICAL EXTERIOR DATE _ 6. Cylinders: Schlage(SCH) None-owner preference. t \ / \ \ ''- --� HOLLOW METAL HEAD AND JAMB DETAIL AT WOOD 1 / / 1 7. Exit Devices: Falcon(FAL) None-owner preference. 17052 �\ SIDING 8. Power Supplies: Schlage Elec(SCE),Von Duprin(VON) None-owner preference. /, -• 9. Flush Bolts/Coordinator.. Ives(NE) ABH,TrimcoPROJECT NUMBER 10. Surface Closers: LCN(LCN) None-owner preference / UJ _ ! - \ _ - 11. Stops/Catches: Ives(WE) Trimco,Hager - - 12. Overhead Stops: Glynn Johnson(GLY) Rixson ' A. FLUSH B. DOUBLE C. GLASS D. DOUBLE E. DOUBLE BI-FOLD F. DOUBLE BI-FOLD H. ELEVATOR 13. Push/Pulls: Ives(WE) Trimco,Tice A20.1 ii 1 - SWING FLUSH SWING SWING SLIDING FLUSH PANEL FLUSH PANEL SMOKE DOOR 14. Kickplates: Ives(WE) Trimco,Tice, 15. Weatherstripping/Gasketing: Zero(ZER) NGP,Pemko, ©2018 OTAK,INC. D//�� TYPES 16. Door Bottoms: Zero(ZER) NGP,Pemko OOR 17. Thresholds: Zero(ZER) NGP,Pemko If this drawing is not 24"x 36;it has been 18. Silencers: Ives(NE) Trimco,Hager reduced/enlarged.Scale accordingly. SCALE: 1/4"=1'-0" • - 19. Power Transfers: Von Duplin(VON) None-owner preference. , FINISH SCHEDULE ROOM FINISH SCHEDULE - BUILDING 2 PRODUCT NAME/ I CODE PRODUCT 1 MANUFACTURER NUMBER SIZE I COLOR/FINISH COMMENTS NUMBER ROOM NAME I FLOOR MAT./FIN. I BASE MAT.I FIN. I WALL MAT.I FIN. I CEIUNG MAT.I FIN. 1 COMMENTS CPT-1 CARPET INTERFACE PRIMARY STITCH - 102416 HEM GROUND LEVEL CPT-2 CARPET INTERFACE PRIMARY STITCH - 102417 FRENCH KNOT!ACCENT 2-113 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT4 WOOD CEILING WHERE APPLICABLE-SEE RCPs Otak Architects, Inc. PT-1 I PAINT BENJAMIN MOORE I REFER TO SPECS - 2166-10 GOLD RUSH I REFER TO SPECS 2-114 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 T CPT-2 PT-2 PAINT BENJAMIN MOORE I REFER TO SPECS - 2128-10 BLACK BEAUTY/REFER TO 2-115 STAIR 1 CARPET/CPT-1 +C 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 808 SW 0-•d Avenue,Suite 300 SPECS •!land,OR 97204 1 2-117 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS =in 503.287.6825 PT-3 PAINT SHERWIN WILLIAMS REFER TO SPECS - SW 7063 NEBULOUS WHITE/REFER TO 2-U12 FIRE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 www.otak.com - SPECS SPRINKLER PT-4 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY PT-5 I PAINT OWNER TO SPECIFY I- - OWNER TO SPECIFICY 2-U13 ELEV MECH SHEET VINYL 6"RUBBER GYP BD!PT-4 I GYP BD 1 PT-4 2-U14 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 I SR-1 SHEET RUBBER ARMSTRONG R8C26 18 1/8"x18 1/8" PUDDY!RAISED ROUND 2-U15 ELEC SHEET VINYL 16"RUBBER GYP BD/PT-4 GYP BD I PT-4 I •t r_ ` c ' TILES 2-UI6 STORAGE SHEET VINYL 16"RUBBER GYP BD/PT-4 GYP BD 1 PT-4 *"‘4. • VYL-1 'SHEET VINYL ARMSTRONG NATURALCREATIONS 6"x36"TILE MYSTIX NEVA NA921 SWEET DREAM 2-U17 STORAGE SHEET VINYL 16"RUBBER GYP BD/PT-4 I GYP BD/P1-4 37 ' • 1 WD-1 SEMI-TRANSPARENT CABOT REFER TO SPECS 1x8 T+G I RED CEDAR • BRIAN R.FLEENER4 . STAIN LEVEL 02 a • 2-213 CORRIDOR CARPET/CPT-1 +CPT-2 16"RUBBER GYP BD!PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs I RT#.A D.OR 2-214 STAIR 2 SHEET VINYL I VYL-1 16"PT GRADE WD GYP BD!PT-4 GYP BD!PT-4 I NOTE ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION I 2-215 STAIR 1 SHEET VINYL/VYL-1 16"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 OF 0 2-217 ELEV SHEET RUBBER!SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 2-U21 STORAGE SHEET VINYL 6"RUBBER GYP BD 1 PT-4 GYP BD/PT-4 3/29/2018 2-U22 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 STAMP 2-U23 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U24 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 2-U25 STORAGE SHEET VINYL 6"RUBBER GYP BD!PT-4 GYP BD/PT-4 — 2-U26 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 2-U27 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U28 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 DBG PROPERTIES • LEVEL 03 LLC 2-313 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 2-314 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 2-315 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 CONSULTANT 2-317 ELEV SHEET RUBBER!SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS - 2-U31 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD!PT-4 2-U32 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U33 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U34 STORAGE SHEET VINYL 6"RUBBER GYP BD/P1-4 GYP BD/PT-4 2-U35 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U36 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U37 STORAGE SHEET VINYL 16"RUBBER GYP BD/PT-4 GYP BD!PT-4 I 2-U38 STORAGE SHEET VINYL 16"RUBBER GYP BD!PT-4 GYP BD/PT-4 I LEVEL 04 2-413 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 2-414 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 2-415 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD • GYP BD/PT-4 GYP BD I PT-4 _ 2-417 ELEV SHEET RUBBER!SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 2-U41 STORAGE SHEET VINYL 6"RUBBER GYP BD 1 PT-4 GYP BD!PT-4 2-U42 UTILITY SHEET VINYL 6"RUBBER GYP BD!PT-4 GYP BD!PT-4 2-U43 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U44 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U46 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD!PT-4 ` S 2-U47 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U48 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 . CO E ROOM FINISH SCHEDULE - UNITS . FINISH I W ROOM NAME FLOOR MAT.I FIN. I BASE MAT.I FIN. I WALL MAT.I FIN. I CEIUNG MAT.I FIN. I COMMENTS M BEDROOM CARPET/CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 Falluirtio - BATH TILE RESILIENT BASE WATER RESISTANT GYP BD/PT-5 WATER RESISTANT GYP BD/PT-5 LA- co CLOSET CARPET/CPT-2 MDF-PAINT GYP BD!PT-5 GYP BD/PT-5 W LIVING SHEET VINYL MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 J DINING CARPET/CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 'KITCHEN TILE RESILIENT BASE GYP BD/PT-5 GYP BD I PT-5 ENTRY SHEET VINYL MDF-PAINT GYP BD/PT-5 GYP BD I PT-5 S Q CD LAUNDRY TILE RESILIENT BASE GYP BD/PT-5 GYP BD I PT-5 Q W - WH CLOSET CARPET/CPT-2 RESILIENT BASE GYP BD/PT-5 GYP BD!PT-5 Ci) W W il Ce) 0 N C/7 • NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION Z CV arm D LL 1.1., I 0 ZW c ) 2 .1 Q ..,..1 M 6'-0" y 7'-0" L Flaw I~ * 4'-6" • 2'-6" 2'-6" y 2'-6" I 2'-6" •' 3'-6n y 2'-6" •- TITLE . e • 1 1 1 WINDOW NOTES DATE DESCRIPTION ION ,. — __ - - _ _ 1. SEE 17/AX-8.01 FOR WINDOW INSTALLATION SEQUENCE ' • `; / / / 2. SEE SHEET AX-8.01 FOR WINDOW SILL AND HEAD b iv / / / DETAIL AT FIBER CEMENT AND AX-8.02 FOR WINDOW Qo SILL AND HEAD DETAILS AT WOOD SIDING s" —3 ` —1` 3. SEE SHEET A0.11 CODE SUMMARY SHEET FOR 2014 ' - -- - I I — . - - I - .o. - - - - I I - c . - OREGON STATE ENERGY CODE GLAZING U-VALUE AND o SHGC REQUIREMENTS `c) Fh M k� — _,.. — — — _._.,,. _ — _ _ — _.__..� — _ _ _ _,, _ _ _ _ _ _ — _,r 4. PROVIDE SAFETY GLAZING IN HAZARDOUS LOCATIONS REVISIONS PER OSSC 2406.4 0 FIXED �:/ OVER FD FIIXEDCASEMENT /TA FIXED WITH CASEMENT 4 OVER FIXEDD WITH 5. 5. EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM �l PER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS IN 1029.2 Author Checker WINDOW TYPES DRAWN BY CHECK BY SCALE: 1/4"=1'-0" PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER A2- 1112 02018 OTAK,INC. If this drawing is not 24"x 36",It has been reduced/enlarged.Scale accordingly. • • SLAB PLAN LEGEND • • • • • 1 ' SPOT ELEVATION • • • • '� Otak Architects, Inc. • • [ / 808 SW • .venue,Suite 300 • \( SLAB OPENING • P• land,OR 97204 • . \ m•'n 503.287.6825 www.otak.com FLOOR DRAIN • FD • • •s ,>1� t d • . . .., .. • . SLAB PLAN NOTES 3721 . '' BRIAN R.HIRER 1. SEE STRUCTURAL FOR • FOUNDATION FOOTINGS •• • PORTtA Q,OR •• 2. SEE CML FOR PAD ELEVATIONS 3. SEE CML FOR LIDA PLANTER WALL ELEVATIONS • 3/2912018 • 4. FLOOR SLOPES AT 1%UNO STAMP • \-- • DRG PROPERTIES . LLC . CONSULTANT • • . . OD 11) (ii) . 2.4 2:6 2.8 2.9 . I) III _ .:: I: F:..__•._........ �: i._.—..... ...,,,.__._-._ ....._-._ _____... _____. ._..._..__. ! ! ! 1 ! J. iI E I , I i I i i ! I • , • 174'-8" -al' • 23'-5"33'-41/4" 23'-51/4" 14'-31/2" , 27 _ . 3 - lJ, " •L y, yi, + . ., , . . --::.:;..• ... _ . ._ : ,. . , , • 1.„ , ID ! - 1 II j .1 !_ _ ; 1 ,-- .1 ! I ! 1. ! 1, ,.. ...., { !, , . (_ � . ..1 --, 1 I ' i i 1 _ A. ' N I-- ! I 1 __1 i 1�_.. ! ! _I I_ . . I , + — ! - , _ -- - i __ i_._ ! ! _ .. _1 i._- f ; i....-_) I ;- ! ! ! I SI i ,-.__t I !--- `- ! E- 1---' 77-1,12....L.--"%'-.. _ ' _ - _ -. _ _ _ . _, _. .! ! --- i ! -- ! j i_ - , i - � I f - --! ! 1---"1 _ � I ! I17—I . __ ! '„ I-__, I !.._._ !- ._.• ! i- „_ j -_- ._-____ ____.._ _ _. _._. --I i .-----1 _- I i I � i 1--1 1---1 El_ : ! 17:1 I 17- i , _ 1 ! I 11 ,_ if , _I , _. , '— _I ,-: ._ - . ! : . -l_ i. , , , : ! , - ,r- BRIDGE FOOTING . • • • ,, 10'-2 3/4” ,, 10'-2 3/4” ' 1 21/4"-„ 10'-03/4" 2 3/4" • 10'-0" 2 314"�/' 10'-0" 2 3/4"--.24, 10'-0" • if f • N: . • • • ..1 • \ \ 1%/ o I 1% 1% o° 1+10 \ • 1% ,->-\\\ 1% \\\\\:::\\\\*.\ t \\ .. • \ I Z (, \ . MAINTAIN 1/2" M ' * \ • I \ ...\\\\\\ \ MAXIMUM THRESH AT ALL DOORS TYP. \\11:\ \ W _.,. . \ . 0'-0" _ \ • • I I \ M EXTENTS OF BUILDING SLAB c► - N I I ,, 6'-6 1/2" X31/2" I I 2'4'4'SUMP PUMP PIT < ' Z Yi \ [f-/-1 J'1 I • a. I ` : :_ .;- ° \ y VERIFY ELEVATOR PIT SIZE I I CL • 10`_9" /\ WITH MANUFACTURER PRIOR• 10'-9" L. aCO - \ - +a ao:-_ ` l TO COMMENCEMENT OF WORK • �i \ \ .! Ta 1..:.:_,: i_,..,,, ,1 �'i'i•'••^_!'Y`� iP. - `!♦ , , , • - ` cNi \ t _ _ _i+s 4.;. i_�� (r_^ .a _l i. ',Y- = x +.I '' - „ ,t,:,.,,.-s.,,,,...„.„:„..„..,,, _ % Ct)N s;= a1 ii Ga �� 1 �f -I _t � f S "1' f' `I S' i' -f"' 3 S • . \\ + J - 2B _ _ _ N: _ • 'sig, Y Y” .f'� f_Y _ _ _ - ay}a a i t •ti Wit'.' moi- 'a. moi' s: s• ,<-' J' -la 'Y•. :‘:41::?:::-:::;;," a i� a � - , r Y r -, a} �/a Ya yta JNt' s{a i'br i• • • - t s t` 'Ta '4+a W a i a`_ } • • • • >t 1 n ; f. Iiia a a , a • ` - _ �1y, x�.t aK' c--„,:---.-- l - _ r Y - .f tj- ar rt ja.l a - - ,::,,,:.,;:-.-:-?,:...-:. ,-;,,..,7:',..a' 'f as - •t 'r• - • ..,‘„,I _ . . . . . \\.\\t\ \ _ _ lir - . •-L aa .•f, • • Yi, t` -t'' 3 _ i,_ _ i-+, .i r •L'. a� A X11/ +t • a�' ' •t �Y `?' * ID) 4) be . . I I I I ``': `, I i =LLI Qv)! , - I I I I q.;:n I I I 1` t~ m • . TITLE . b - # DATE DESCRIPTION c°v I I I I I 10'-0" -k-2 3/4" ,,• \\\10'-0" 3" 10'-0" 2 3/4" •• 10'-0" --2 3/4" ,,5'-3114" 3" • 10'-2 3/4" 10'-2 3/4"• L dr. • • • \T\ . , 4_ s . \\\ \'\ a \\\\\\,,\\\*,\\4\\\,\::\\\ \ \\:\\ s\ \ \\ \\ ' \-: ,,\ \ te— • . • j 7 c \ . o h \\\\\\ ,\, L\ _ w 2.D 1;k I \\, \i\ 1°�,, ` I �•°�•• I l .1 I , I 1°! , REVISIONS • ! I*_- i . , _.. _ i-- — ' - _ i __.I I 1 I M - -j ill_ j1 � � if ! - � - - ___ K • I 1 ! , 3 I I I 1 i 1 ----i i ..._._.... ..,.._... I_,.._..».. ...___.._.,L,____.._ ...._.....-t --- - I I i ! ! I I I � ! � � I I � � ! � ! •, f I I I I i f � �,_._.._ -'-i i r:__...-� � I�-'--"1 I ,.. _., !... _ ...i i i...... ..! 1.v i.-._..._,.._.. I I II I ! I I I Ltd PLANTER ! "_ _.. ' I _....- ' _-_-- I__._.._. __.__ ; I ! ! ;IIIA PLANT _..___. I_......,,... II---, ! i------1 I._.,..........I ( I..._._.__.! i I_ '" i ! j i , ( I I i I ! ! , ! I , f r I f , f E i I ! j ! _I 1 - - - • '`i i I ! ; ! I ! I ! I , !� ! , , !__---I ; I _.� ! ;-----I i-- ! f---`! I ! II` !" _ , I ! II : I` I- ii IT-i : I ,- I_i' ! , I1" , , ,-!-! ! ! t ;_ 'l... I I Author Checker NOTE:SEE CIVIL AND LANDSCAPE DRAWN BY CHECK BY DRAWINGS FOR DESIGN AND PERMIT SET 4 (I) DETAILS FOR EXTERIOR • • PLANTERS AND WALKWAYS STATUS OD 1) 2.8 2.9 o 03.29.2018 DATE • (ID . . • • • 17052 ., PROJECT NUMBER • 5 • 0' 4' 8' 1• ' A2.2 . 00 .. 6' (I" Fs —v.-1.r --- ---1 • , • ® 018OTAK,INC. 1 SLAB ON GRADE PLAN If this drawing is not 24"x 38',it has been ' -Z01 SCALE: 1/8"=1'-0" . • ace enlarged.Scale accordingly. SITE KEY PLAN FLOOR PLAN NOTES otak , 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE _.iiiiiii0.0000ele-.44. ih, . ;,, . AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. • OTHERWISE NOTED. DEMISING WALLS ARE DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE •�` i� ELECTRICAL DRAWINGS. Otak Architects, Inc. \ O•, \ �,.• } .' Q °' 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL y- < ; LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 S ird A enue, Suite 300 ' \ Po and, OR 97204 .X". •" •`._ - • DRAWINGS AS APPROVED BY FIRE MARSHAL, �Y ' ti; , 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE ma 503.287,6825 \, ' �•, `' •``BLDG 5•..,,.._- ,i VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.corn \ -'•�•.- '` I i,` HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES ` L' "' i I SHALL BE MOUNTED BETWEEN 15 AND 48 ABOVE 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE , s '`t ,,N• -- aGI r r DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOE FINCSHED FLOOR TO HIGHATED WITHIN REACH EST CONTROL ANGE OF 48" T GROUND ` • a .-BLOG1_._,a 'GI _;,...-.--.3 _1.�1;_@LDG 4€ , BLD-G,6- 1 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. DIMENSIONS AND OTHER STAIR INFORMATION. +'.'� I 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BBQ 'F�"ccnER t 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND OR 17. SEE DETAIL10/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 15IAX-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 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). 1\. INTERSECTIONS 1. • 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 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 31-0"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 A DETAIL se 413 4111) • -4.0 A2-3.01 2.4 1 2.6 2.8 2.9 re 1 174'-8" I / 33'-4114" / 23'-51/4" 14'-3112" 23'-5" 23'-5" L 23'-5" •, 33'-41/4" \ I I I I ! I I I..........I I ! I I , I ! ........... . ........: I........_ : i I..' 'I i I l I• I I I 1 I i.. 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N -- - ---._1.__ _____.._ --__.. . 03.29.2018 _ _ 2 1 1 - ___ ' _ ---- '` -.__- __ I _ -- ' _____ -� _ __ DATE i ist f 1 / _.. --1 -_ .... - BEIM __ 17052 I gEk M I I f ��111� f I 1 5I 5141 I - - 1�--�_� � -_ �� I E A2-3.0 Alb 3 I 4ID 2.8 2.9lip PROJECT NUMBER WP _____I Wie 0' 4' 8' 16' •-..,"-- A2.2 ■ 0 1 1 FLOOR PLAN LEVEL 01 ©2018OTAK, INC, If this drawing is not 24"x 36",it has been -2.0 SCALE: 1/8"= 11-0" reduced/enlarged. Scale accordingly. SITE KEY PLAN FLOOR PLAN NOTES Otak ' . rr' 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE , AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. ' Ilk_ ,�✓ '� OTHERWISE NOTED. DEMISING WALLS ARE • "� 2 \ DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE .} t ELECTRICAL DRAWINGS. Otak Architects Inc. O\ ,• •c •� 2. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOL 808 SW enue, Suite 300 r • '' ,Y .• 42 r • '•- j LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER Po =nd, OR 97204 r. ,r �, '� .� t DRAWINGS AS APPROVED BY FIRE MARSHAL. r m-, 503,287.6825 • - rrr ,.••' . BLDG§.•,.„ / 3, FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE � r ""•••\ r 3. - VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.com ,r •' HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES �'f _..r�.1 ���, '' ..- ..,,,,:sr.,- SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE • 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE f r� • DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES ) a ,,,; \ `��`�� A � � LOCATED WITHIN REACH RANGE OF 48"ABOVE G-�? ' _ I - 'l_ FINISHED FLOOR TO HIGHEST CONTROL AT GROUND „'fie L ....aro.,-L;BLC)G,2.__-__._k311 6 3"_,_MPG 4 BLDG'S, �.. 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. $72i ... DIMENSIONS AND OTHER STAIR INFORMATION. `ti IBRI 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT IALER4 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. * • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND,OR 17. SEE DETAIL10/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. 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-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4IAX-8.11 FOR CORRIDOR TO UNIT 19. SEE 51AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). A INTERSECTIONS 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. - - i 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 EAG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. LLC 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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IN TITLE _ 1 23 El2 U2 L ,� 11I r Viµ, ;--------- I -= SITE KEY PLAN FLOOR PLAN NOTES . Otak , yam. 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS & EQUIPMENT SEE ':�� AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. ,disigistila Ilk ' OTHERWISE NOTED. DEMISING WALLS ARE '\• DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE ' i; yELECTRICAL DRAWINGS, Otak Architects, Inc. • Q 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL '� O�! ,` . " �'�` LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 SW • enue, Suite 300 'ti - •• \ Po -nd, OR 97204 ,�,. \ . •Q'\ DRAWINGS AS APPROVED BY FIRE MARSHAL. 4•'l ` •, - 'ti" BLDG 5,..,.._, j 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE mai 503.287.6825 ,..••• \�A 'Q'.• .j' VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, .otak.corn f HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES _ SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE t `•.'�\ '----' ; `'""" - .--- �•.1,....r_ -_•---,. I iI 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE ` -• DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE • 1, , a FINISHED FLOOR TO HIGHEST CONTROL AT GROUND '', •> -BLDG1,,;_,., L P,G:2 -;-......En-.00 3..L;,.B,I.DG.1, , BLDG;._ .•r` 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 372 I-, ..-.-_.._-_ - DIMENSIONS AND OTHER STAIR INFORMATION. \ I I - 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLEENER ER _- 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. e • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PART'ANr,OR 17. SEE DETAIL 10/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 9IAX-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 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 4IAX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). INTERSECTIONS - id20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. L `I- -i_,dI_-• 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'-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 411) ID (11) -4 o- A2-3.011 2.4 2.6 2.8 2.9 + 174'-8" 33'-4114" 23'-51/4" 14'-31/2 23'-5" 23'-5" 23'-5" 33'-41/4" I I I I I i I A2-4.1 2 [ 23'- 11/2" 10'-23/4" 10'-23/4" 13'-21/2" - , 10'-23/4" ,, 13'-21/4" I 10'-23/4" 13'-21/4" , 10'-23/4" ,, 13'-21/4" 10'-23/4" 23'- 11/2" 4'-51/41 6'-9" 5,_9" , 1/2" 0" „ 6" 1/4" 3' 1"4" " 0" ,1 „ 0" 1/2" " 0" .' 1/2" 9" 9" Jr • , / �.� 6 -25 0" .,5 2314 ,5 2314"+, •5'- , 6 8112 6 8 2 .3'-0.1 �,5 2314 o,, •5 6 -8112" �, 6 -5314 �,5 -2314 ., 5 - 6 86 -5314 ,5 2314 5 - .� 6 -8112 �,� 6'-5314" ,5'-2314",, 5'-0" 6 -2 ., 5 }, 6'- •4 5 2Alk AX-5.01 g 2 AX-8.07 AX-8.03 AX-8,03 - �AX-8.03 �( - - - - - - - ISIM TYP2 1I - II rri--13B 11 le, 2 13B1 - 136 CO f -- - -1iM ISL - E. 0K N 1/o 1/o ,.�. .:�.�..... . :. 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I • I ....y, .�1 ,.-• I L - _ REVISIONS 2.D ® 1 I ® 112 E E E I 1 L E 12 El3- 2 13B 1 1 II Author Checker 4,'-51/4", 6'-9" . 5'-9" 6'-21/2" , 5'-0" 5'-23/4" 6'-53/4" 6'-81/2" , 5'-0" 5'-3" , 6'-5314" 6'-81/2" 5'-0" 5'-23/4" 6'-53/4" 6'-81/2" 5'-0" .5'-23/4"LLL 3'-0". 8'-21/4" 6'-53/4" 6'-81/2" , 7'-6" 2'-83/45'-23/4" 5 -0" , 6'-21/2" 5'-9" 6 '-9" 4'-51/4" • '� , / . , DRAWN BY CHECK BY y, ^ . ,, . t 1 , t -i . 23'-11/2" 10'-23/4" 13'-21/4" 10'-3" 13'-21/4" 13'-21/4" 13'-21/4" 10'-23/4" 1 10'-23/4" 23'- 11/2" , •. " - �3 /• PERMIT SET 14' 23'-5" 33'-4114"33'-4114" ), 23'-5114" L 23 -5" , 23 -5 i' • STATUS • 03.29.2018 2 DATE 4111 411110 Ack SIM SIM © SIM © SIM 17052 "4/11fr A2-3.� *l �(II dik 2.$ Vi � 2.9 � r PROJECT NUMBER I / r r 0' 4' 8' 16' A2-2 . 03 03 1 FLOOR PLAN LEVEL 03 ©2018OTAK,INC. If this drawing is not 24"x 36',it has been A _2.0 SCALE: 118"= 1'-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 Otak � ,00.4,,,orld 6,... �� �" AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. ' OTHERWISE NOTED. DEMISING WALLS ARE A\\4 DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE 1 } `' ELECTRICAL DRAWINGS. OLak Ar • • eCLS, Inc. ,� 0�'�', • •- _• -a, - 2. FOR ARCHITECTURAL ABBREVIATIONS SYMBOL 808 SW ird A nue, Suite 300 s-- . LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER `;�" , Po =nd, OR 97204 ` {, `, •,--.. ' ` ,.: DRAWINGS AS APPROVED BY FIRE MARSHAL. ma 503.287,6825 it ' �r,• (,'. --" . , ,',�-• BLDG 5..,,._.. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE www.otak.com • ry'`.j VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, �'f • i : HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES -�.. _ ,.. „, 15"AND48" ` y..<-1 _� --v--.,1'" --•u•--€, . I II. SHALL BE MOUNTED BETWEEN ABOVE 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE _-7777.1! 1'i DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE 'Z I ; A \ 4 �\�`�� r - . FINISHED FLOOR TO HIGHEST CONTROL AT GROUND dA t.`� _ BLDG 9 _ 0L147.G_.. ;.___..BLS 3;,_.:-.BLDG 4 : BLDG 6 r 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 372► • ' 4 -_-_..- - - - - - - - - - DIMENSIONS AND OTHER STAIR INFORMATION. BRIAN R.FLEE ER 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. VIAND,OR 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL F D RATING AT ALL TUB/SHOWERS. SEE 15IAX-8.11 9/AX-8.11 FOR 2-HR WALL. 3/29/2018 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS STAMP AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12IAX-8.11 FOR PENETRATIONS IN 2-HR WALLS SEE 1 i/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 -- �I J---I^.1I_1 L i-1 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. `-�- 10.SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND DBG PROPERTIES ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND 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. Al SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER " gh DETAIL WO • -4.0 A2-3,01 1 • . • 2.4 2.6 2.8 2.9 re 1. 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If this drawing is not 24"x 36",it has been -2.0' SCALE: 1/8"= 1'-0" reduced/enlarged. Scale accordingly. ROOF AREA VENTILATION SITE KEY PLAN ROOF NOTES (31talk '' 4 VENT FREE AREA(sqft) 'y NAME AREA(sqft) 1. VAPOR BARRIER AT INSULATION TO BE LOCATED ON REQUIRED PROVIDED ,-- WARM SIDE OF INSULATION. „. AREA 1 9,431 31.44 33 '/N • . \ 2. SEE 6/AX-8.06 FOR PIPE PENETRATIONS. # - AREA 2 269 0.9 2.75 ,� '` '� Oak A i � �cls, Inc. 0 �. y ' '�:CLQ. j 3. WALK PADS TO BE PROVIDED FROM ROOF ACCESS AREA 3 359 1.2 2.75 �ti- `5' DOOR TO ALL MECHANICAL EQUIPMENT(VERIFY 808 S Third venue, 300 >: P land, OR 97204 • LOCATION OF ALL EQUIPMENT PRIOR TO PROVIDING ,,: .% )--t - Taira 503.287.6825 r �-, ,\'•, BLDG 5...,;..... / LAYOUT) i , ' www.otak.com '\ .�'f,- 4. AT ALL DOWNSPOUT LOCATIONS PROVIDE A SPLASHBLOCK AT THE ROOF. --, ^ • , ` n AREA NOT TO EXCEED 3000 sgft.VENT FREE AREA +,1-C, i ; �� „� j , '' r 1 MUST NOT BE LESS THAN 1/300th OF THE ROOF AREA \, 4 BLDG 1 :BLDG 2 ' BLDG 3_;-' ; BLDG 4__ -'_BLDG _'' 6. PROVIDE VENTILATION OPENING FROM MAIN ROOF SPACE PER OSSC 1203.2 EXCEPTION 2. ': __' -._... ----._--__- __-_ TO CRICKET AREAS. 3720 4E BRIAN R.FLEENER • • PORTLAND,OR LEGEND OF 3/29/2018 STAMP STANDING SEAM METAL ROOF Ii I MEMBRANE ROOF SEE ASSEMBLIES L - �L 1. L - - - - - FACE OF EXTERIOR WALL BELOW pgG PROPERTIES ... . 2-HR BARRIER WALL BELOW LLC (RATING TO EXTEND TO UNDERSIDE OF ROOF SHEATHING) ROOF VENT CONSULTANT ROOF DRAIN AND OVERFLOW CPO ORD SEE 8/AX-8.05 GREEN ROOF [JTl e✓f' BALLAST ROCK 2.4 2.6 2 8:,.) 2.9 ► , �•." 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BUILDING 2 RCP - GROUND LEVEL ' If this drawing Is not 24"X36;it has been SCALE: 1/8"=1'-0" 0 reduced/enlarged.Scale accordingly. • otak .„,4r.,,, „.4,,,, ‘,4- 4-„,-* Otak Architects, Inc. • 808 SW 0-• • Avenue,Suite 300 ' •Mand,OR 97204 ain 503.287.6825 www.otak.com I • ► /' e • 2.4 2.6ID• 2.8 B)Ij�Aa ER4 AI'l�/'lI �� i.rt 1 M try TddNnn$• 2'-8" 2'-0" IL ! 1 = I 1 I I 1 I _ STAMP A c:" ' f= _ I I I I T \ DBG PROPERTIES 1 = 0 1'-o 1 I \\/' I I I LLC -r- _ /\ ao i 2.1-.12.17-7.7--:.__... . _ / \ 1 o•.' 1_4 t. -q 1 0;1. . . , _` CONSULTANT 2•B -e- '�� - 1a I n iw ., i it - • .; • 1 n - 1 N n • 1 n 1 N' 1 n - / n .. 1 " r n _ 1 N 1 n,, r n, r N2. r x 1 `' - 3 -8 •3 -0 1 -0 4 -0 - ,4 -0 - ^"3 -0 •, -8 ._ 4 -0 , r , � 1 -0 • , ♦ - 6 -0 , • - r_, j. , S -0 '3 -0 ♦ 3 -0 , 3 -0 1 -0_ -3 -0 , 2 -4 ,- " 3 -8 fir, b. .,, , •][ • • -1 , •• „. .. . . „ ., ii i „ • • , ,.., to\ '. , • r t ' ♦ - - .. `♦. 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SEE THE SHEET A2-1.11 FOR WINDOW AND DOOR - CEMENTITIOUS PANEL SIDING 12"X SCHEDULES. 48"STAGGERED-PT-1 3. SIDING TYPE, REVEALS& BUILDING COLORS SHALL Otak Architects, Inc. WRAP AROUND CORNERS INTO RECESSED AREAS 808 SW ' Avenue, Suite 300 HORIZONTAL FIBER REINFORCED UNLESS OTHERWISE NOTED. • ',land, OR 97204 1. CEMENTITIOUS LAP SIDING W/6" =-gain 503.287.6825 EXPOSURE-PT-2 4. SEE 8IAX-8.03 FOR TYPICAL SEALANT JOINTS. www.otak.com FIBER REINFORCED CEMENTITIOUS 5. SEE 6/AX-8.06 FOR TYPICAL ROOF PENETRATIONS. PANEL TRIM-PT-3 2.D 2.B 2./'1 ` WALL MOUNTED BIKE RACK 6. SEE SHEET AXI-8.11 FOR DETAILS AT ELECTRICAL 4) LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. .4 FDC FIRE DEPARTMENT CONNECTION 3 40% 7. SEE 7/AX-8,05 FOR SADDLE FLASHING DETAILS AS 63'-6" NEEDED' . BRIAN R.FLEENER SEE EXTERIOR FINISH SCHEDULE 29'-0" 5'-6" L 29'-O" FOR FINISH INFORMATION. * • �' .r .r 8. SEE 61AX-8.06 FOR ELECTRICAL AND MECHANICAL PAINTED PANEL PARAPET CAP PENETRATIONS. 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SEE THE SHEET A2-1.11 FOR WINDOW AND DOOR _.rddliejAlt lik CEMENTITIOUS PANEL SIDING 12"X SCHEDULES. 48"STAGGERED-PT-1 Otak Architects, Inc. 2.A 2.B q-,-.3 3. SIDING TYPE, REVEALS& BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS 808 S Ir. •venue, Suite 300 _ - HORIZONTAL FIBER REINFORCED UNLESS OTHERWISE NOTED. ' .rtland, OR 97204 �' 63'_6„ . _ CEMENTITIOUS LAP SIDING W16" ain 503.287.6825 --a r' di �► . 29'-0" 5'-6" 29'-0" L EXPOSURE-PT-2 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. www.otak.com I II FIBER PANEL REINFORCEDTCEMENTITIOUS 5• SEE 6/AX-8,06 FOR TYPICAL ROOF PENETRATIONS, I IA I SIM SIM I n 6. SEE SHEET AXI-8.11 FOR DETAILS AT ELECTRICAL ., PAINTED PANEL O �\ I L WALL MOUNTED BIKE RACK LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. -,� SIDING SYSTEM VIP %VP FDC FIRE DEPARTMENT CONNECTION 7. SEE 71AX-8.05 FOR SADDLE FLASHING DETAILS AS �y S ® r NEEDED. BRIAN R.FLEENER� • -8.0• TO HIGH ROOF SEE EXTERIOR FINISH SCHEDULE PARAPET CAP �. 2 / 2 ..�», 44'-0" FOR FINISH INFORMATION. 8. SEE 6IAX-8.06 FOR ELECTRICAL AND MECHANICAL PORTLAND,OR FLASHING `�W ' -8.0 V.----r-__1----:_-_-- • -8.0 TYP.AT FIBER _-, r , PENETRATIONS. TYP. '\ / CEMENT I - TO LOW PARAPET - i- - - .- _ I 39'- 10" 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS, OF 0 - _ _ 1 3/2912038 -_..._.-..- - _ -- __ ____ _-. _ - 10 �_-.... ,-.__-� _._,,-_ �- Q - f I LEVEL 04 TO PLATE WITH DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP O \ \ /� ,.Q '\ \ v- Cr v / / ® �I 35 - 10 "ELECTRICAL ROOM." �/ �/ _ 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT HORIZONTAL / / \ \ LAP SIDING / -,.. _____: L I I CONNECTIONS SERVING AUTOMATIC SPRINKLERS, - --1 _____/-------,-;------- _:: __.I ' __ = � STANPIPES OR FIRE PUMP CONNECTIONS AND BE -:_.: ::.: _�_ _ ,.. _.., -_-.. __._ - -. LEVEL 04 VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALL � l� �� '-~-H, f _ -, -.____.,_...-_.____.-:m:_-_.m..__ __ r _..-------____.- _ I - 27' 9 112" INDICATE DESIGN PRESSURE OF FIRE PUMPS WHERE PAINTED FIBER _. O \ :V \ \� 1 - -- / • 3 1k = �- 4 PROVIDED. DBG PROPERTIES CEMENT PANEL I / . - /~ _ / `._ •I -' V O I 2 12. BUILDING ADDRESS NUMBERS SHALL BE PLACED IN A LLC TRIM AROUND I - - I FROM WINDOWS-TYP :__.._ / ----- -~ -- /----.-- _ - ---- ._..._ \ I • -8.0 TYP.AT FIBER PLAINLYANDVISIBLE ___,� ___-._ r 4 CEMENT INCHES HIGH WITH AMINIMUM STROKE WIDTH OF 0.5 - INCHES. CONSULTANT , , I \ I LEVEL 03 ' ! I r i 18'-6114" N-:-/ - .. - ''ol \ _______ _i_ ------ / 0. __ �` 0 O 13. SEE 4/AX-8,07 FOR KNOX BOX DETAILS. --7 1-` __ : __ _ \ \ H E- I / '...._._ . \H I i L 1! i - LEVEL 02 I 9'-3114" 1 4 \ O j ' 3r \ \ --- v I _ - �I / / O 2 VERTICAL I 0 \ _ \-=/ WOOD SIDING_ / • _ : / - \ ` 71 \ , _8.0 TYP. AT WOOD .- �,�-. / i- _ _ -� \ ,---. SIDING --, n-, -_J� - --- = _ - ---r I I -I " 1 I_ . I L GROUND LEVEL 6 2 -8 0 1 ELECTRICAL \----- METERS -8.01 TYP. NP. AT WOOD SIDING I BUILDING 2 - WEST ELEVATION _3.0 SCALE: 118"= 1'-0" CO I- z Z 0 W F- M < Fma- w e is, (ID 2.4 • 2.6 • (2-.-E- 2.9 ID fie< UJ w 174'-8" CC 33'-4114" 23'-5114" 14'-3112" r, 9'- 1112" 14'-3112" ., 9'- 1112" 14'-3112" �, 23'-5" 33'-4114" CL 0 1 1 a � E2 O . -4.0 co � CI w CO c\IX A AliN inh A 11,.1 WALL MOUNTED SIM SIM I SIM I 1s © SIM I I SIM I IV N BIKE RACK, TYP. We �° "Ze -8.0 )► COLOR MATCH RAILINGS TO METAL PARAPET W Z CD 10 NP. WINDOWS, DARK BRONZE CAP FLASHING v -8.0 r TO HIGH ROOF = 0 z r � $ 1 - - - - 180 I - tY 8.0TYP ` ' - --8 0 ffToLOWPAPETI I I I i l i f ,•;;" '','\ l • r _ • _ - - 39'- 10� r,i r' I I IF - ijr r i i i r r r i l( '- _"" r i r l i-ti -- - III - I �- ,, - 1 ,_! --1 �� r, ; 7 0r r, _ t, LEVEL 04 TO PLATE ill, �� I _...... ......._ , -1 -I 4 \ 1 I /'®,- .- 2 r / 2 -, Al / yf. / 2 - / /©1 , , - 2 I 1 1 :,r O-ft-t_ ��! 0 - - 35 - 10" TITLE 1 4 / ___' I \ \ \ \ \ I - -- \ - \ °'� / / PAINTED FIBER CEMENT PANEL I __ 1 / T_-- ` .; I - -` _mm \ II11 \ - ` - \ - _ E / - / TRIM AROUND WINDOWS-TYP DATE DESCRIPTION i _1 - - „■� - -- }.---- -,� I rillfll] - 1111■] , i r __ _ I Z # I 1r �- •.; ,,. 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Cil) 4 BUILDING 2 - BRIDGE CROSS SECTION 3 BUILDING 2 - BRIDGE SECTION . Z 11E- 0 M -... A -41 SCALE: 1/4"= 1-0" , -4.1 SCALE: 114"= 1'-0" W C.) 1.1.1 A 2.A ci) • 'CC (1. 1 Cl. 141P ICC LLJ 0 • LEVEL 0__4_m, CO W CD C:1 LL I cir) W r / PRE-MFR BRIDGE BY c: t N IC‘1 A2-4.1 241 OTHERS OUTLINE OF / FOOTING BELOW "7.7„-- ...i — — LllN N- Z cl' mwm D Et mu Ill. c/) i cc:=:! x COLUMNS/BRACING r / — -1 jole;/iri lipY:. ‘ '1/4' N• • ' i. 1.... Ih. •t_ N \ N. 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If this drawing is not 24"x 36',it has been -4.1 SCALE: 1/4"= 11-0" A 4.1 SCALE: 114"= 1-0" reduced/eniarged. Scale accordingly. , .k WALL SECTION NOTES - 1. TYPICAL ROOF CONDITIONS SHOWN-SEE ROOF PLANS - . FOR ROOF CONFIGURATION AND PITCH. 2. SEE A1.01 AND A1.02FOR ASSEMBLY TYPE DESCRIPTIONS -•41111111101.11 .4 ilk 3. SEE 9/A8.11 FOR OUTLET BOX DETAILS, Oak CChlt t$, Inc. 80: , Third Ave e, Suite 300 4. SEE STRUCTURAL DRAWINGS AND BUILDING Portlai d,OR 97204 4•D €.-.1-D, 4.D ELEVATIONS FOR ADDITIONAL REQUIREMENTS AND main 33.287.6825 INFORMATION NOT SHOWN HERE. m.►w.otak m 5. ARCHITECTURAL ELEVATION OF 0'-0"IS ASSUMED AS THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL 9 DRAWINGS. SEE CIVIL DRAWINGS FOR ACTUAL I AX-8.06 I BUILDING ELEVATION. • i4)00 ' 3720 r - 1 - - TO HIGH 44' 0" - - TO HIGF HOOa ,� ►'IAN R. LEENER n ® 4 ) • %OFO �TLANO,OR I 'c;� I 11 41111• -8,06 11 I 2 i I I I AX-8.06• AX-8.06 312912018 - _ I f - TO LOW PARAP-.ET_-_-p € I ; I. 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LI PROJECT NUMBER pittiql •7.=4,=' Nitr7L' 1 11-Firtpfeiliew.7,..-.e.---L7 2`x7x2'S UMP PUMP PIT BEYOND A)(...5 5 MECHANICAL SHAFT SECTION 2 4 MECHANIC11 SHAFT SECTION 1 3 ELEVATOR AT TYPICAL LEVEL 1 ELEVATOR CROSS SECTION I , I ©2018 OTAK,INC. , _5.0 SCALE: 1/4"= 1-0" , -5.0 SCALE: 1/4"= 1'-0" , -5.0 SCALE: 114"= 1-0" , _5.0 SCALE: 1/4"= 1-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. FILLER - 30" .' -.. V GENERAL NOTES - UNITS ot k 1 „ r - ........,„- ,,....., / / \ 'N. V /--< 11 ) A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF / , ---• .. / ..-( 10 ) / , / , ROUGH OPENING UNLESS OTHERVVISE NOTED. „. , / . - : / Z: I 0 ----1..../ -_ \--- ----,... 011 _---- .._"2.-: , • ... ......... -74----\-\-- .... ,d-4.-e-4.' •.igi4.0 " .stf.k" .- / N. ..0 4 a 6 / \ \ B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS , s , OPEN7 '. / , ', : LEGEND SEE COVER SHEET. Otak Ar • I : ts, Inc. , , , , --,- BEYOND N / \ \ / . 'N C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Ave e,Suite 300 ,\f / \1 \\ V • s. / , SHEET VERTICAL AND HORIZONTAL ASSEMBUES Portia ,,OR 97204 S ' , - SHEETS. main..'_ 3.287.6825 ,,,7 <-> uancotak.com - ,-( 11 ) i..: i•-: V ci a D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE i7 n 11 n N. AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. .. . . riN4 C=1 =I 751) 7ra-- .3 1 Ir..'" I 11,==1 C=3 rS4 k r, o 0 0 1 I E. SEE 1/AX-8.12&2/AX-8,12 FOR NON-RATED WALL ..0419 - m „ INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR ..:, o:i --/ .„- .... .." ... 3120 , . r-, FLOORS. zi r-, ..... ,4 „ , . ci 3 Le) ,-, , , . . , , .., , , . BRIAN R.fLEENER4 , 1-: 1-'• -- ,' .. , , . • -- DW ; , . F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND . . . • . • • . / co co '-, .. ." .' . OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE . / N / / VIAND,OR N / ••• / FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS • . . ..../ ... . ... / N / ' (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON , . / .. - . • „ _ _ _ _ ___, - WALLS SHALL BE MOUNTED BETVVEEN 15"AND 48" Of 0 ..,--- - ... ...-h-s, -'l' .* 'r* ABOVE FINISHED FLOOR. 1 • 311/4" .1, 30" 30" jt, 12" .1, ...,1, 24" 1 24" MFF ' 30" .1, 18" .1 3/29/2018 ' VERIFY W/MFR VERIFY W/MFR "VERIFY W/MF 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 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION INTERIOR ELEVATION KITCHEN • SCALE: 1/2"=11-0" 4111 REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11&12/AX-8.11 FOR PLUMBING PENETRATIONS FOR ONE HOUR RATED WALLS. I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES • FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 01 04 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER ( BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 02 221. 01 DRYER REQUIREMENTS. CONSULTANT ( N... .''. ..,,._, _,.,,,.0 1 ,12 r .] „„o---( 02 ) K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL A ) -.... \ ., 3 L PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES d• , \ AT ALL FLOORS. , \ M. ALL FAUCETS TO HAVE LEVER HANDLES. . ,---, ZED 0 \ N. WATER HEATERS TO BE STRAPPED TO BLOCKING-TYP -.....,„„ 0 „....„...--(.13i \ WALL SEE 6/AX-8.13 , N'N 'I`r• 1 fp.-.. r 1 r 05 Nrl.%. .........alo 1-,- I 1 b ill Ji 1 \. / , r L J L J L 1 L I 1 / • r 1 MI ..7 .'7 .. ... / 1 J /1 N'• • .,..,,, C; / I-: I \ E-•••••0 1.. 1 c=1 ==. ..,.•••• • / / / 1==1 I / / I h C ) INTERIOR ELEVATION KEYNOTES rr -- ' r / . 1. SHOWER CURTAIN ROD -%1- '.. ' - _1 16" 4, 22" .1„ 1 I. 34" 2. TUB/SHOWER ENCLOSURE 1 ' 1. \-- SHOWER CONTROLS. Pik. 60" / i 35 1/2" 38" .ii, 15" L -1 30" I, 15" .I, -1 3. BLOCKING IN WALL FOR FUTURE GRAB BARS O VERIFY W/MFR VERIFY VW MFR .1 VERIFY W/MFR . REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 1/AX-8.11 Cl) 3A 3B 3C . 3D 4. LIGHT FIXTURE CENTERED OVER MIRROR INTERIOR - INTERIOR ELEVATIONS BATHROOM 5. TOILETPAPER DISPENSER©18%24"AFF • SCALE: 1t2"=V-0" c, 2V-5" . 0 6. 18"TOWEL BAR©48"AFF, PROVIDE BLOCKING 11111.1 11111.1I c. 7. 24"TOWEL BAR @ 48"AFF.PROVIDE BLOCKING M otaollimm EQ .tEQ •111. EXTENDED DECK 10'-0" . 12'-8 3/4" •i. 10'-81/4" .7* ' .te • ..' •;',77....--• EXTENDED DECK 8. REMOVABLE CABINET,CONTINUE FLOORING r ' 1 -1 ABOVE WHERE IT i - - V r rIT-- -1 1 WHERE OCCURS UNDER CABINET.SEE 2/AX-8.11 lieLo OCCURS in gh e, iv GUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUED 1 CL (X . -8.0 1 . I OVERBUILD SLOPE -•\ i..) .,,,i IT OCCURS . BEHIND APPLIANCE 1 .1. . ________ _ . 1....... "11.----..Z*....--- -4 7-4 . 1 , . I 10. RANGE EXHAUST HOOD _ \SLOPE --•-- 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" ..a., I MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL (I) ...wRi - -', DECK .v. OTHER UNITS .r... ' 8.0 ' -8.0, w a. T.. 7 •-. • . •-• - . -• -. - , • - . ,- • - AT SILL 0 . 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" ..„.1 I gi a p. DECK . - ...1 ir MAXIMUM AFF.OFCI Ci) w LEVELS 2.4 (0 . WI 6- z 1 I x.... .s ... -1‘ I !F :r.: /.... ._ 1&WASHER/DRYER . ,... c- .. f.-., ' Li.. re? LIVING ROOM 14 PAPER TOWEL DISPENSER um 8 0 in 15.SOAP DISPENSER - LU N-1 iLil 1-- ?.. - , - , - - -- 16.SEAT COVER DISPENSER X 0 1"•••• C9 M a • . . . ... ul • -'• -•' -'LIVI NG ROOM ' .-". ' -' ••-. • • -• • , .• .2'-0" 6'-0",, WI ,.. BEDROOM '7? ; 17.TOILET PAPER DISPENSER Flium tft... 1-- „ M u... u., u_ ,- . • • TITLE 3 0 0 U. BELOW Y - T •. - ' . ; - . s '.-.2 - := ' '-'.. ' -'-• • -*.- ' - -', - •.•- - • c '‘BEDROOM:, -' , - u .... UNIT LEGEND # DATE DESCRIPTION ; I BR 1 rril • 4. 0 SMOKE DETECTOR • . • . . , ,- ., ..., . , , . ._ ----- DW 1 1 CL2 --- N...V/4.WE," I *rn I r I t FIXTUREi.0:- 4B 1- , 1 I I 1 i 1 CEILING SURFACE MOUNTED UGHT . 7 ' :. '•:•.:1'': 1: : f' 1#::"--„:1,*::'. .1.1 .".:: :%: '.. 7-61cii.:"' ."; '‘' - ',- -V. 1; i r-1----1-1 z -I r- -P.- ! -. 1 WIRE SHELFt Ax..5mt i; KITCHEN ; ; : ; N.. 1...,_; ., 4_........J- 4 0 ' rL‹ ' , . G .• `. • ... . w' . ..-. V g Bp I r 1 ari i 1 . = , ' - * ' -' . . : 1 : • 1 L FOF _, (, * I I WALL-MOUNTED LIGHT FIXTURE 1 L 4A L j --------ir-1 - • -. KITCHEN t.. ': . ..• -- 2- 2- : _ -: . ' ' . •' .••• -- • . ; • : • '• • a ....., = ENO W/D co r2•71- MR GYP ON DASHF-D SIDE REVISIONS ui 1 - -- II - 71-- - . • -' - 0 0 I iNi r- -. 4, MOISTURE GYP BOARD Al. I Pair- MON I i il::[:,) 1 1 -3A \, 1 I ,, - • 1 E0 ! I 14 ....-_ um. e CLOSE' T - '' :-:: e ist, • .-_,.-', .:;- : ...,: :____BATA-:, : .,.:2_:„.H.H ., ____„ i. ' ENTRY { ---I.,-- -.*,---"I 1 ED Author Checker a LT; 1 I , 31 AX . 1 3B_, F-..=3.1 i ELEC'TRICAL PANEL SEE 14/AX-8.11 • Lu ce t f COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY - . ' BATH 1 ' --- E -1 •,,, : , • 0, . • : •• .. - 1 . .,... EQ- . •„-. EQ • . a •• - ' - ' -- • ' .;,• , 1-, •. • '. •-..", •- , -- • • - w ".) rn ....._.1. :i/ o. ; •• LI----',... ^ j_ •...-i i ........ EZI EXHAUST PERMIT SET i,. .....• ...i. ,, r_,_ ENTRY,-.. -..: . ‘ , --• , . . •,. -' .., . , .. ,-. __;.2..___ 1--(17'-)71 STATUS . , I ,--riej I I 42 I a ---11---1 1 11 I EXHAUST-WALL VENT I 03.29.2018 • I x A ... '14 i F A .. ' • /, r Ne. DATE b 1, EQ .1, EQ it, I CENTER ' 0 17052 ;-. OVER \- MOISTURE RESISTANT PROJECT NUMBER VANITY i GYPSUM L 5'-2 3/4" , 3'-8 1/2" , 5'-5 1/2" 9'-0 114" A)(7 5 a al al UNIT 1 BED - TYPE B - RCP •1SCALE: 1/4"=1'''0"10 UNIT 1 BED - TYPE B 1) SCALE: 1/4"=V-0" @ 2018 OTAK,INC. If this drawing is not 24"x 36",It has been reduced/enlarged.Scale accordingly. 1 1/4" FILLER` 3©" - • \ GENERAL NOTES - UNITS 41 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF �' ,' \\ r', rte' \\\ 10 ` \\\ - \ ROUGH OPENING UNLESS OTHERWISE NOTED. _ I-- / �� Ili \� `- B. FOR ARCHITECTURAL ABBREVIATIONS 8 SYMBOLS �; , \ % OPEN" LEGEND SEE COVER SHEET. Otak A ' acts, Inc. \}\ /�`- ---7-/- - c\--�T- BEYOND C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue,Suite 300 \\. 1•/'i p// \\11 r N SHEET VERTICAL AND HORIZONTAL ASSEMBUES Po .nd,OR 97204 - • 1 \ SHEETS. . ma :503.287.6825 - / \ • www.otak.com d O D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE T Di I - / 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES, N X 7 �- - f o "I`- nA E. SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL '� � !` m a 1 I O 09 INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 3721 - FLOORS. /////�„I\\~\\ \ti\\ a 0. / ��� �\\\\ ////,� V~\\~ V~\ „ :RIAN R.FL ER � F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND � • ` ~ ~ \ DW OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE �" \ / ~~ '� ,'� ' \`\ ,'� ~~ ,� FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS VIAND,OR�► {TELEPHONE!TELEVISION OUTLETS RECEPTACLES ON K. w `• •' ' - WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" ` � sem.. _ y ._ .` •4 „ ABOVE FINISHED FLOOR. • Jr 31 1/4" Jr 30" �, 30" 12" �, 24" 24" L 30" L 18" �, G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH 3/29/2018 REMOVABLE VERIFY WI MFR " `VERIFY W/MFIT REMOVABLE '' '' RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST STAMP 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 11/AX-8.11& 12/AX-8.11 FOR PLUMBING PENETRATIONS -flip � INTERIOR ELEVATIONS KITCHEN FOR ONE HOUR RATED WALLS. SCALE: 1/2"= 1=0" - I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 01 >.--..._ .„..................---(.2.1) 17/AX-8.13 J. SEE FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 02 ® BLOCKING REQUIREMENTS. CONSULTANT 04 C •; Imo'' 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 i i / I /- 11 N. WATER HEATERS TO BE STRAPPED TO -EYP NN\s\41. ---;‹ 08 } WALL SEE 6/AX-8.13 1 I I + x 1 I O I I _ to I L J L J ( 05 1-: ,' .., V . 1 I 09 .7 i c INTERIOR ELEVATION KEYNOTES T T / 1. SHOWER CURTAIN ROD 60" L 3C\ " i i 36" 28" 44" 2. TUB/SHOWER ENCLOSURE VRFY WI MFR `. '' VERIFY W/MFR REMOVABLE ' .I,' 3. BLOCKING IN WALL FOR FUTURE GRAB BARS SHOWER CONTROLS REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 1/AX-8.11 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 MIRROR 5. TOILET PAPER DISPENSER @ 18"-24"AFF •• INTERIOR ELEVATIONS BATHROOM LLI • SCALE: 1/2"=1'-0" 6. 18"TOWEL BAR©48"AFF,PROVIDE BLOCKING 7. 24"TOWEL BAR a@}48"AFF.PROVIDE BLOCKING 2 I. EQ ,, EQ L 10'-0" Emu ' • ` •t q23'-5" q 8. REMOVABLE CABINET,CONTINUE FLOORING h// UNDER CABINET.SEE 2/AX-8.11 iii Mk 12'-8 3/4" 10'-81/4" tGUARDRAIL44C -30" • 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 1 i ' -8.0 I OVERBUILD SLOPE . ,_ r"--- BEHIND APPLIANCE C `` SLOPE A'`� __�___ ____ ..------. ._ _ ._.. '• ----- `��� 1.-.______.__ 7 `\ 1 ' 10. RANGE EXHAUST HOOD a W ' - ,_._ 3\ 1 i11• 1 x 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" - : 1 I V MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL cf) -14-1 -8.0 Itif !` ° DECK 1 OTHER UNITS Mo :,' , \.� AT SILL __ -_ ,\Q �, 40" N ,' _ ; t DECK ,. - / I 4 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED mewI N n • • • • _ r - ; - - MAXIMUM AFF.OFCI Ili i`+ ' 13.WASHER/DRYER L I4 J ' ' ' +•, ILI-IN -GROOM � _._ ,, LL go ..,\ 14. PAPER TOWEL DISPENSER a0 e- fc31 �� \`� 15.SOAP D{SPENSER L� N, i�; P1-3BEDROOM ,' .'11""' o d Z . � , 16.SEAT COVER DISPENSER �■r■ N. (� ' LIVING ROOM_. . • , : L.- co = = • _ •r \ _ - . 17.TOILET PAPER DISPENSER �' " 71/2 2 -8" ,, 18 -01/4 iii o TITLE i... • • ' . - . . ' - ' BEDROOM '. , ; ' ' - ' f 1 1 �--- � ' ; ' ,_: ' % w UNIT LEGEND # DATE DESCRIPTION 1 DINING ; 74Y7 . . --� ___ CL3 . ; N O SMOKE DETECTOR DINING•' . - `-'-�•Ea IrQ - % • -�2'-0".• 6'-°" � _ = r - _ p p p CDr- )2 CEILING SURFACE MOUNTED LIGHT :' WIRE SHELF 1 iv FIXTURE ' • •1-mil c r•j BELOW u' W .3 -41 c't . -- f;: a , r inj "y D iiiir 270 I IWALL-MOUNTED LIGHT FIXTURE .t - ' MR GYP ONc7 - ,---T- --- -= _-_ I 1• REVISIONS w "„`' 'BATFt-' I._. 4�_.. �.I..-� �-_��_ • �_._ --,/._.� r' '_ anstleoslr MOISTURE GYP BOARD KITCHEN: - CENTER 1 1 --- ' BA: 1 .\ !• , •. t . k ENTRY' r OVER - 3 ' 1 ,' 1 -.....i i . `,w, . ' •• ,: ' '--a' ;� VANITY _i g ! �� µ ! • - B -• r- 1 KITCHEN, AX-5.'12 0 ,i ENTRY ` I ��" Author %� i i �t i i 3A -r�-�.• I ELECTRICAL PANEL SEE 14/AX-8.11 Checker ^, ; : : °° i i - _- X01=' ' �•t i r ''' I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY l .•. : ,• • c� .. . , ... _ _ _ Air i , d • w xau - --ff.------- _ - «„ . _ ' ® EXHAUST SET w . 'mill , a , - REF STATUS I a F WALL VENT � Ax .114 piaci 1-- 1. - , . , --- • . - ,. - t ! I I BUST. . , - , . ,_, , . " • .. I o,,,� --- -� - A �,,, 1 03292018 r _ d 1 \ 'I I DATE --ol' EQ EQ EQ EQ EQ L EQ I17052 1 MOISTURE RESISTANT PROJECT NUMBER I 1J 1 GYPSUM 4 8'-111/4" 5'-51/2" 9'-0114" c. A)cit 5 i 12 UNIT 1 BED - TYPE A RCP UNIT 1 BED - TYPE A ®2018OTAK,INC. if CJs drawing is rraf 24'x 38-It has been SCALE: 1/4"=1'-0" a. , SCALE: 1/4"=1'-0" - reduced/en/arged.Sca/e acxordingly. 01 • GENERAL NOTES - UNITS otak ( 01 �-�I r...- ,/ 02 02 f A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ' ,/" ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS LEGEND SEE COVER SHEET. Otak A C i ( 12 } -CtSI Inc. - 05 ✓ C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue,Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBUES Po =nd,OR 97204 i f / SHEETS. m-=-a 503.287.6825 _ I I www.otak com 1 BLOCKING-TYPi O D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE i.\ Ii v AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SHOWER is 1 , L. I 1E. SEE 1/AX-8.12&2/AX 8.12 FOR NON-RATED WALL •'_,4), CONTROLS ---.. N.- J r --1 r I L J INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR # ..--s-...---.....0 `�,� t i � t r � . :RIAN R.FLEENER4 Z.J '✓ F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND , �`� OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE . '� 1 FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS\,. %MAN%O} �,�' (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON _,,/ OF 0 ABOVE FINISHED FLOORWALLS SHALL BE ED BETWEEN 15"AND 4$"' •, •0 3/29/2018 L 21" L 21" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 61 J. RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST . _i, 35" 41" 30" 12" 60" CONTROL AT GROUND FLOOR UNITS. VERIFY W/MFR VERIFY W/MFR -/* 4A 4B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS INTERIOR E L E VAT I O N B BATHROOM 11/AX-8.11 &12/AX-8.11 FOR PLUMBING PENETRATIONS �-�- FOR ONE HOUR RATED WALLS. jr1,,,,crifrt A -5.1 SCALE: 1/2"=1'-0" I, SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR CIBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J.1 JSEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 1/E" 30" BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ FILLER •�" DRYER REQUIREMENTS. CONSULTANT • K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. --' - ' A.. / L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES �r ' ., .// \\\ ,.-'` �� • \ �-{ 10 } // `\\ /, AT ALL FLOORS. ' ,' •`\ \ / M. ALL FAUCETS TO HAVE LEVER HANDLES. • OPEN .}\\ /�,... - T �` \ � T- BEYOND N. WATER HEATERS TO BE STRAPPED TO `\ �`. 0/i - \\f 0 / WALL SEE 6/AX-8.13 _ / : N o d a -' 0 0 I I o t xi - ,,� �,`\\ o _ ,/1 \\ ��',� `\, Q'\, DW ;',' -T\'`3 T INTERIOR ELEVATION KEYNOTES \ ' • 1. SHOWER CURTAIN ROD '�-- - `+ `► "It '• '• 2. TUB/SHOWER ENCLOSURE 31 1/4" L 30" 30" L 12" L • 4 24" 24" 1 30" 1 18" L 3. BLOCKING IN WALL FOR FUTURE GRAB BARS VERIFY W/MFR VERIFY W/MFR RIFY W/MAT REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 3A 3B 1/AX-8.11 CO 4. : ::::::;::: IllimmZ KITCHEN VIEW .1 5. 0 SCALE: 1/2"= 1'-0" L 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR©48"AFF. PROVIDE BLOCKING 111.11..40, 20'-51/2" c, 33'-101/2" 8. REMOVABLE CABINET,CONTINUE FLOORING �iri� UNDER CABINET.SEE 2/AX-8.11 12'-8 3/4" I. 10'-5 1/2" 10'-8114" 1ZGUARDRAIL WHERE -$,0 OVERBUILD SLOPE IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED CD 1- BEHIND APPLIANCE O W I �. - '� „ `� / 4. J, 10. RANGE EXHAUST HOOD < LU SLOPE $ 11 COUNTER -- SINK RIM AND WORK SURFACE TO BE 34" � fco ,- - • '• ' . '• • ` ' DECK • -s,o, w DECK � MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL � , AT SILL o. t OTHER UNITS 10 n co o LEVELS 2 9 v 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" T = N F.. _ , 2..• - 'EQ: .-.. .• '" ',EQ'• "- _' I MAXIMUM AFF.OFCI l ' _ �� , ! ! 1.-----1- 1 1;______-..v.4-----1 "i W 0 Z �` • 13.WASHER/DRYER !e f :. ' 14.PAPER TOWEL DISPENSER CO a. W En SI15.SOAP DISPENSER ~ ° 1-- . . ' ' .� • . ' ' , , 16.SEAT COVER DISPENSER P.,-, 0 Z : LIVING ROOM _ ' - j r,, , , ; , ':' Fame h'1- I= M _ =� _ ` ;,, _ " 17.TOILET PAPER DISPENSER ', . 0 _ . �- LIVING ROOM r BEDROOM 1 BEDROOM 2 ,; i ,= TITLE. _♦ - ---_.,-,- - . - • - • EDROOM 1_ . - - BEDROOM 2:.' ' 00 • : ,' t' ' " ,' ' ' ' ' r', w ,, 6'-01/4" UNIT LEGEND # DATE DESCRIPTION • , _ • , • _, _ ; , • �. ',•. • • •-, ' - ��"�, ,�� j N 0 SMOKE DETECTOR r , _ . . • , . 1 2'-0" 6'-0" nT L sem.- CL3 Erg O rr) ••,, _ • ` ; " ' ", . '; ''' 'CLOSET •- • , - „ ; • ' '- .-CLOSET' . CY �- t3 r. N• CL1 FIXTURE)2 CEILING SURFACE MOUNTED LIGHT Ev 2V- /\r��J� _ w Eid sz'-t BELOW WIRE SHELF �� 'r r ,' ;•. fir,. , 1 �-�J BR Ei °' WALL-MOUNTED LIGHT FIXTURE - ti , �. . '' . c- Q ' n ' CLOSET I I - ;' EQ' w 1---- DW © ,------ I---__t I _ J ' - �T i I BA WIRE SHELF MR GYP ory • r---=-==+%r„ ,. , -- = f -'r " i 1 oAsttEo WE MOISTURE GYP BOARD REVISIONS w ,K)TCHEN , •. '' •ENTRY'' � . . . • -, , - B II 1 1 I I "" "i I I ]1G -- • '. -- 11 ;_' r-;----1--I z -1 ENTRY I s 1 i i CO3 I I A - t t ,�; _, . w . _ ;-T; - W r--_AX-5.13r t I I KITCHEN I F , ' it `°' -----�--_ • -51 • -13 - ; � .. .•: . i L i_ --. -i__..I-.J va cv ;,%!'_``` u i I i ' v "`� ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker " zo _ ....:1 r -- , •c1'1I ' i _.._..._.__ - $OF ti w Ek4 1 m BATH 14 I I TH ELECTRICAL DRAWINGS DRAWN BY CHECK BY I I -� _, I i COORDINATE WI • I• ' _ • � REF D p El:AilEXHAUST Eg PERMIT • r , 0 I . 1111 STATUS - , a , , 0 O t >v ---- 1 '"'" 1 I EXHAUST-WALL VENT . , y . 1. f , - �„� - " - - I { 43.29.201$ % CENTER c 0 I DATE I OVER i 17052 f i I VANITY I � # MOISTURE RESISTANT PROJECT NUMBER EQ J, EQ , , EQ , EQ 3'-0" J. . -�r" EQ j. EQ •,. L -1 • GYPSUM ' 8'-11 1/4" 5'-51/2" 8'-91/2" 10'-81/4" • c. . ik)(as 5 • 13 • UNIT 2 BED - I - TYPE B - RCP UNIT 2 BED - I - TYPE B �92018OTAK,ING. 1 0 If this drawing is not 24"x 36;it has been 9SCALE: 1/4"= 1'-0" SCALE: 1/4"-1'-0" reduced/enlarged.Scale accordingly. FILLER ► 30" ,c_ GENERAL NOTES - UNITS „r - A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF \ • ROUGH OPENING UNLESS OTHERWISE NOTED. gym, 4, • � " �� / \ �,- / \\ 10 B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS LEGEND SEE COVER SHEET. - --- ;- \ '��-. Q ----' - ',�_ '��`�`�0 ---�' _ _ to Ar ate ts, Inc. OPEN , \� C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 , ird Aven e,Suite 300 - �-` --- -;�' BEYOND \=� �''' __T/, SHEET VERTICAL AND HORIZONTAL ASSEMBLIES • Portia ,OR 97204 �.. ,� , .r-{ 08 � SHEETS. main 13.287.6825 ``II �' `�� �` 1,' uw.otak.com ,,•� 09 ) D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE d • / \ T a AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. k �._,,� 08 •itlik p / E. SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL *` ily� ■• n720, cd _ ! __.._� INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR '� o i Q ' .--•-•, �t� o o FLOORS. BRIAN R.FLEENER4 O 09' m p A Q`� ,,'�J ,��, 9RONMENTAL CONTROLS,AND ., ,�'t~r��. �`. F. OTHER CONTROLS SHALIGHT SWITCHES, T LL BE 48"HIGH MAXIMUM ABOVE * • ,/` `.� '.� a FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS NvIITLAND t}R`` •/; DW r''�- -- ` - WALLS SHALL.BE MUNTED BSION �EETWEEN 15'RECEpAND 48S ON +r+� , ., , , �, , I , , / ABOVE FINISHED FLOOR. 3/29/2018 „ - ., - _ - ' 4., '4 I s r- - ' --. •• . •i G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP • r RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 4 24" I. 24" 1. 30" 18" "�, _ 30" l 30" 30" is • CONTROL AT GROUND FLOOR UNITS. "'VERIFY W/MFR. REMOVABLE VERIFY W/MFR " REMOVABLE VERIFY W/MFR H. SEE DETAILS 9/AX-8,11 &101AX-8.11 FOR INFORMATION -- 4A *SEE 16/AX-8.13 FOR SINK CABINET DETAILSB REGARDING OUTLET BOX PLACEMENTAND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS ��T�j `^ FOR ONE HOUR RATED WALLS. _ INTERIOR ELEVATIONS KITCHEN 1, SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES 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/ 01, ( 01 / ` DRYER REQUIREMENTS. CONSULTANT 02 02 )-N I ,`� K SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. ......._.....,r12 L PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. SHOWER • CONTROLS AND BLOCKING M. ALL FAUCETS TO HAVE LEVER HANDLES.. ON SIDE WALL ---� 0 N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 • 08 ` BLOCKING-TYP -AN 1 _r t./-( )09 I r 1 I n n / / I - 05 L I J • L J • , ../ • • - �� r 1 , ci 111 -1( I ,,''"/�') , c INTERIOR ELEVATION KEYNOTES • -' NT . 5 . . • 1. SHOWER CURTAIN ROD L 18" (, i• 34" J'- _• 60" I. _ 36" .I. 15" L2. . TUB/SHOWER ENCLOSURE VERIFY W/MFR 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 �/r� 1/AX-all C / INTERIOR ELEVATIONS BATHROOM 4. LIGHT FIXTURE CENTERED OVER MIRROR SCALE: 1/2"=1'-0" 5. TOILET PAPER DISPENSER©18"-24"AFF T LLI • • 6. 18"TOWEL BAR @ 48"AFF,PROVIDE BLOCKING 33'-101!2" ' 5 7. 24"TOWEL BAR @ 48"AFF.PROVIDE BLOCKING M I. EQ ,, till EQ ,,•, 20'-51/2" 12'-8 3/4" 10'-51/2" •, 10'-81/4" ••, 8. REMOVABLE CABINET,CONTINUE FLOORING UNDER CABINET.SEE 2/AX-8.11 iii I -8.0 OVERBUILD SLOPE El GUARDRAIL 9. BASE AND WALL AND FLOOR FINISH CONTINUED *CC 0 . n BEHIND APPLIANCE T Q I 1 SLOPE -. [5 '• ,.,,,.,_t I1 __ _....._..._-__._ '� I - is .......!1- ,_--.; /"• ` T :. ,Ir 10. RANGE EXHAUST HOOD Q _ I y f r I 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" �/� o , DECK 9 - -+ w i DECK MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V♦ Z + a.I 1 OTHER UNITS illI, f . AT SILL I , I O �x ' r n M } _ ` ,' i "it 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" mumalI N CO ' ' , ; .- __._ MAXIMUM AFF.OFCI h- r , , 13.WASHER/DRYER w LIVING ROOM i E 'E� ,E4;. ':E(1, - ( 14.PAPER TOWEL DISPENSER •u, • , .. • . • , ' LIVING ROOM WN. CI O. Y `. 0 T • 15. SOAP DISPENSER ('� 1""' • ., _ - , tu 16.SEAT COVER DISPENSER l'•-• Z I y • BEDROOM 1 BEDROOM 2 E. ti F= ' 17.TOILET PAPER DISPENSER . - . _' ' - •- BED_ ROOM 1 .- , ' - _ , / •; .` - TITLE _'� - - : _ , 0 ,- • . ' - • ,,_ _ _ • _' -,` , _ :BEDROOM 2 • '. • = ,t �, i' _-- �` ao , . t r - I i '\ , ��' `ti _ # DATE DESCRIPTION a • r UNIT LEGEND ' _ ��_�'_• �. ' . « 0 W ' 1 ______ ' 6'-0314" r-- • DINING , 7- - io , /8 0 . ,. < ;, ,, a CL3 ....1.----- -__ .m - _f SMOKE DETECTOR • b ' : - • .DINING. , ,. '.. ' , •• - , • ' . • • ' ' • -• • • _. • _ , • ,, ,', •- y - ' . 12'-0" ,, 6`-0" I. /- i `= ' CL3 , ` : ' .• , t3 6 O ?BELOW LI-p ' iv CEILING SURFACE MOUNTED LIGHT • . - M WIRE SHELF FIXTURE • u. u. --r i a " ' ,• . . v4 1 ;BR -_ -- WIRE SHELF ' YiX 'r - - .• . • . % L. I _.1..:--_:-.:-.:-_-_-.-_-_ _ ` I I WALL-MOUNTED LIGHT FIXTURE AEI . 1. I Fri I i' : , . _. . ' ,.f' : . EQ ...... _ I w --____ DW I I • -8.12 t .' ��� ov�on a EQ • EQ• L, • �' . • '., - _ __.__-_ , I I MR DASHED SIDE REVISIONS Lu • - : . .11 - MOISTURE GYP BOARD --=�` _ i I i i4A _ r_ -•-- 1 w '� _ -`>w ,. -. !Y` _ � - -- 1 �' I h i '' “.._1L _ r _ • AX-5.1 3A = _ �. . _ T r---KITCHEN 11 I i I I ti I - - - , r ENTRY`. : :BATH. * 1 x:14 11 ENTRY 1 ®i i I i T BATH, I ' e w 0D i iii I ;! ' -- I-�:�13B co --. 3" ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker 'J ' , I j i _r B :,� ._f OF \ CL' It) __ fit-, _____ ___ _ I I COORDINATE WITH ELECTRICAL OI KITCHEN_ • _ ----a DRAWINGS DRAWN BY CHECK BY Ill .. _ _ , .. _ L_` -7.-...6..:4"0-LIF-.1., «' I- -l PERMIT SET �_ ._ REF In i W D t� ® EXHAUST _rte -, - .-r:,.,.d...� 1-lei �.�� .� � -..._,,. r, . _• � _ - ' ---.. .. . - __ _.... i • . . • I • • . , _ - ("� 0 i _- I �.}.� • } STATUS !' - : ' Y�'<. . 0✓ 7 } EXHAUST-WALL VENT t . , 44 III!I I S I 03.29.2018 r �1 , I. N • :iiu, v _ i DATE CENTER I i o OVERe,� 1 I �., MOISTURE RESISTANT 17052 VAI�II'1( i i GYPSUM S PROJECT NUMBER I I Jo 1. 8`-111/4" , 5'-51/2" 8`-91/2" • 10'-81/4" Ake 5 a 1 4 • c. 6 UNIT 2 BED - TYPE A - RCP UNIT BED - TYPEA �2018OTAK,ING. Iif this drawing is not 24"x 36',it has been 5.1 • SCALE: 1/4"=1'-0" • SCALE: 1/4"=1'-0" - reduced/enlarged.Scale accordingly.. GENERAL NOTES - UNITS 01 < 01 >- �-C ` 02 < 02 )- O4 ! 10 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 4 ROUGH OPENING UNLESS OTHERWISE NOTED, ` r, l-< 12 > l"`--� 11 1 _ l/-_\ `�--`-.. 1 d rr_ 0 1 / \ B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS Inc._, �\ , -,' %�_ ___L __ LEGEND SEE COVER SHEET. Otak A it: ts, I r \ • \\ / \\ i C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 80:S:4-Th' 08 S Third Ave ue,Suite 300 / \\\ f / \`\ /r/ SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Pa d,OR 97204 05 }., L - T SHEETS. main >03.287.6825 I r T • •� Nw.atalc,cam D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE / mi..:_ O AND FOR DOOR AND W{NDOW TYPES AND SCHEDULES. r 1 in r �-1 to 1I n n / �( m 1 E. SEE 1JAX 8.12&2JAX 8.12 FOR NON-RATED WALL �► t - .i r - -r r - 7) -6 _sr • SHOWER L I r r = • �`�- T= t Q p INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 121 r 1 CONTROLS ---` t t I - t IL. r i �, thr, , .. \ e - I .'� \\\ FLOORS. BR1Ai I�.F EfiR �3'- - -' I �j d F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND d ,.' /' `. P-' OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE a ! - \ r' DW io FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS �� ,OR `\ r' �� �\ �' r'� ch / r J (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON as '",r 446 j \` ,' 'r �� - - - �. '� WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" ABOVE FINISHED FLOOR. OF ', , 30" 24" .,., 1, • 1.g• 312912098 21" .1, 21" I. " I II 1 30" 24" 21" G. ELECTRICAL. PANEL TO BE LOCATED WITHIN REACH STAMP /.1 •F RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 60" 35" 41" 30" 12 VERIFY W/MFR VERIFY W/MFR VERIFY W/MF CONTROL AT GROUND FLOOR UNITS. VERIFY W/MFR VERIFY W/MFR '' " '.- 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 Si. - 3A 3B 4A FOR ONE HOUR RATED.WALLS. I, SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DG PROPERTIES INTERIOR ELEVATION KITCHEN FRAME DETAIL AND HINGE JAMB DIMENSION. LLC INTERIOR ELEVATIONS BATHROOM • 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/ • DRYER REQUIREMENTS. CONSULTANT 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. N. WATER HEATERS TO BE STRAPPED TO. WALL SEE 6/AX-8.13 • ( ) 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 CO 1/AX-8.11 • 11111111/ 4. LIGHT FIXTURE CENTERED OVER MIRROR 5. TOILET PAPER DISPENSER 18"-24"AFF LU 6. 18"TOWEL BAR @ 48"AFF,PROVIDE BLOCKING 7. 24"TOWEL BAR(4348"AFF.PROVIDE BLOCKING H 32'-103/4"- ��irr -� 6'-0" .-.4 10'-0" y 22'-21/2". 10'-81/4" 0 8 UNDER CABINET.SEE 2/X--8 NUE FLOORING f �'` GUARDRAIL WHERE 5'-0" 1'-8" IT OCCURS . 9. BASE AND WALL AND FLOOR FINISH CONTINUED C3 t • -8.0 OVERBUILD SLOPE BEHIND APPLIANCE T ( F,_... ...1,0116/..,..... Ir R : .-., ]. _ -�� _IC --0--:, ' t' i r 10. RAN EXHAUST HOOD 1- GE W _ J 7 `� SLOPE 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" ; ,r ' <' DECK $ " DECK MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL Cl) z , •- - , - R -8.0• w i r ; • `. .•. Cp • _• •; •_ " OTHER UNITS r- C■i n M w . AT SILL o 12, MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" I N i t•, • = LEVEL 2-4 MAXIMUM AFF.OFCI UNI ti8 Z c ' DINING LIVING ROOM • �� �� 13.WASHER/DRYER w _ , BEDROOM 2 - ' ' 14,PAPER TOWEL DISPENSER co a m 15. SOAP DISPENSER ~ -. ,' DINING • • ' LIVING ROOM ' ' • , ' •Ed _ , ' ; •_EQ- . . . . w N ' . - v .Y • ; + J' f` ;' " 16, SEAT COVER DISPENSER �� N- 0 , • _ - ,. 3 -31/2 '` BEDROOM 2DISPENSERImmo I-' � •-. - - - -' • . '_ , _. r ' , .,', ', • -, , - _ . .•- �I � 17.TOILET PAPER ti T _ ,_ . t _ - �.- ' : , - -� AX-5.151 6A . L f „ i r TITLE KITCHEN 4A r r i r C UNIT LEGEND r---t-----0-9--r--1.;��,�,��„���-;:�___, -t # DATE DESCRIPTION zrEQ.y"EQ•_ ` ; W i E 1 1 1 i 1 I 1 i i _,, 6'-01/4" I� `_ FO Q r , , , -__-__ Fes`.- cV r -� _f - -� _J L__:w�.- n r 0 SMOKE DETECTOR �-_., -� I -D}�- Iriol ----- REF _ I i; is .• , - r EXE 'y, EQ' _ I �,J CJ + ___ v ): CEILING SURFACE MOUNTED LIGHT a % L-�w , -` m FIXTURE - A _ . . . h T . , �„� { 13 BR a, WALL-MOUNTED LIGHT FIXTURE a T _ f a MOISTURE RESISTANT / L± CLOSET i w 4 .T. - ; . r. W GYPSUM _ -. - - - f2OOM 1. - T , - ♦ • .a ' •- - • •• - • -7 , . CLOSET`, '""! - MSHEDSR GYP N B�� I ENTRY WIRE SHELF DASHED SIDE REVISIONS u k �► _, r- II------------ AX .' .„ MOISTURE GYP BOARD ] - ` .' : - - EQ '.. - a BEDROOM 11 24w -5.1 3A Checker TH•' w r s ( I ELECTRICAL PANEL SEE 14/AX-8.11 s ENTF2Y.r ' _,` `;" r=n \\.),, w i i , COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY w ' ` : ,: ; : - ' - . . , BATH :3Bs ? _.� ® EXHAUST PERMIT SEf _ a n W k -r-- o STATUS w _ ___ a I + �i I EXHAUST-WALL VENT • I 1 _ �-, • ri----LI-- - I. • I_ IJ `T i • • v 1 '.-'r I 03.29.2018 1 ` `-' i ( DATE Li CENTER I . 17052• ' \-- 1 ANS r F r GYOPSUM ISTURE RESISTANT PROJECT NUMBER Vt _ EQ J, EQ •L �, EQ EQ 10'-10" ,2'-61/4" , • 5'-43/4" . 3'-51/2" 10'-81/4" • , C. AX005 • 15 2 UNIT 2 BED II - TYPE B - RCP 1 UNIT 2 BED - II - TYPE B .2018OTAK,INC. If this drawing is not 241e"x 36',It has been ` -;J.1 SCALE: 1/4"=1'-0" • _5.1 SCALE: 1/4"=1"-0" reduce ac caNingly • • GENERAL NOTES - UNITS °talc , • • A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS LEGEND SEE COVER SHEET. { 01 .>-�, C 01 04 Otak Ar` -C sf Inc. - < 02 >---s `v. 02 10 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Av= ue,Suite 300 E 'r SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Port)- d,OR 97204 > ����,� ,„ �\ �� r/ \\` �, SHEETS. • main .03.287.6825 j"< 08 . ,' \\ ,��` p �-� r! `t // \ `\ Ota1C{iom 09 D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE !' `. ,' \ ,' ,,,( 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. '- -' { \` !! ` !! ` ' !! � � E. SEE 1JAX-8.12&VAX-8.12 FOR NON-RATED WALL ' ' 1 1 J 08 • ...•_�� INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR +- 7�� FLOORS. 4 BLOCKING-TYP -•-�,� �=5.�, t i 08 �j . �RtAN R.�L ��R ! j H F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND "' //' �j = OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE - omv. FINISH FLOOR ELECTRICAL,TELECOMMUNICATIONS '� M OR r - ` ` ` SHOWER r - - 1 R L n / p/( r- ) 11 N ,/ /- n n //if. _, (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON CONTROLS - - - _ JI h p UTz va r f �' i 0 WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" Q ABOVE FINISHED FLOOR. I. J F 0 ` , '//,�� \\\ I O - /!,.' .,INN !�,'� t,..,,,,, 11 �`\\\ 3/29/2018 • , �.. \ r! �.. G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP l =\\ I_y 44. DW -- _ RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST \ j / CONTROL AT GROUND FLOOR UNITS. I - - - / J 1 \ m.A...... '!'/ I `\\` -'!!/ H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION , . �� -_ . .. „.., ,_-+.z.._a, REGARDING OUTLET BOX PLACEMENT AND DETAILS �- ` 11/AX-8.11&12/AX-8.11 FOR PLUMBING PENETRATIONS -� T '.�- • 60" 35" 30"MIN i 12" 1'-11 1/2" 11-4" l, 30" I 30" .i 30" �, 30"MIN 1 24" 1 15" FOR ONE HOUR RATED WALLS. --- VERIFY W/MFR REMOVABLE " 18"MIN ^ VERIFY W/MFR REMOVABLE VERIFY W/MFR REMOVABLE 'VERIFY W/MFF ` 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. INTERIOR E L E VAT I O N S BATHROOM INTERIOR ELEVATION KITCHEN L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES SCALE: 1/2"=1'-0" • ; SCALE: 1/2"=1'-0" AT ALL.FLOORS. • M. ALL FAUCETS TO HAVE LEVER HANDLES. • • N. WATERWALLSEE HEATERS6/AX-8.1TO3 BE STRAPPED TO • CT 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-all 4. LIGHT FIXTURE CENTERED OVER MIRROR •- 5. TOILET PAPER DISPENSER©18"-24"AFF T 6. 18"TOWEL BAR x@148"AFF,PROVIDE BLOCKING -v 5'-0" 1`-8 6'-0" r �' 9'-9" �, 32'-10 3/4" ' 7. 24"TOWEL BAR 48"AFF. PROVIDE BLOCKING �� 22'-21/2" 10'-81/4" 1 1 I • -8 0 GUARDRAIL 8. REMOVABLE CABINET,CONTINUE FLOORING /i1/ OVERBUILD SLOPE --\_ UNDER CABINET.SEE 2/AX-8,11 PM I SLOPE -- ,.------�. 1-, if t-,--!, ;� 1 �` '� � � ' .t d - 9. IS CONTINUED < a irrp , , FLOOR FIN ' -_.................. ----- -.� \', BEHIND APPLIANCE CK ( 1 Ha / . 9DECK ; i a DECK I 10. RANGE EXHAUST HOOD • < W • AT SILL i ' `\ in 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" - - . • 0 I MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO N , CIm co c ��� ,� DINING LIVING ----v..__ u...._.�_ OTHER UNITS �,_ _; -, M +': s 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" �y 1 MAXIMUM AFF.OFCI =DINING _ LIVING _ :.' BEDROOM 2 3 '` BEDROOM 2 13.WASHER/DRYER T 0 Z J _ w .L caO • = ' EQ EQ 6 _ ,, 3'-31/2" 14.PAPER TOW . _ �. ,. EL DISPENSER a. El > - - .- T 15.SOAP DISPENSER III r EL i' . . . . , ` ,' ~,' -_ - i AX-5.16 - 0 < " ti .t• a, 16. SEAT COVER DISPENSER �Nr�- (' Z ' • _�, KITCHEN - = - ' 4A r --_ ;' 17.TOILET PAPER DISPENSERr -1 ti I- r--- >. • 7":":"-1- ,. >. „` - ; .•, - _, ,, a I ( 1 I 1 I 1 I ' k ' TITLE ' ' T : ' • , '- ', :KITCHEN •. , ..- ",-- ., : .' . , ; w 1 i � ; 1 ; ; v N' - : � : _ 1 1 Li 1 1 1 i a FOF D T__ ' 11 1 1 ___ �* * UNIT LEGEND # DATE DESCRIPTION • � >. ' ' ` , .r_r„_...'1_i' . , r •' -, . • ',.. .' - , ,\lam',/ - r , " j ' ` , ,. '_-r-�-__' t- - _�..,......._ -•-_... .._./w tea/ ,- r 1 REF °D L-- 'CL4�/ x i �. ,. : , , : '--i .L .� - . ., , 1 r T o�o 0 ....,.. ___-- • 0 SMOKE DETECTOR a, I �, - - • �•, > - • - •�i ni o n,1 I II II 1n 1 1 u,u1 IHIFlIl1'11 11 urn ' iii 1 i i 1 1 • = ate, ; ` ' • t - •- : ; ): - 1// r_-- BR - CEILING SURFACE MOUNTED LIGHT , al �, 1 zo ) FIXTURE a BEDROOM 1 'J I. " + MOISTURE RESISTANT i - --- - WIRE SHELF , a r- • ' ► GYPSUM !i `x N. 1 _ , • !' _ ; _ r • 1 { -____--__st+i . -- i i WALL-MOUNTED LIGHT FIXTURE ' `- ----- 6B = I f i. MR GYP ON ,+ c, \ ``� 1 r- AX-5.1: 3A DASHED Sipe REVISIONS • i, ENTRY' : . , ,' . r j -- - 1 ENTRY CC ' ' 1) . MOISTURE GYP BOARD + . _ r .. ..�r t 1i �3 f _ t - . _ BEDROOM 1 W I '11.1,,,,....'-BATH•--3B41 ;' I 1 ' • r. _ 1 ! o j.. • . ewr I:iU �'` E1'' 1 1 . I �, , ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker _ - T_Li= -- , Io COORDINATE NJIi'H ELECTRICAL DRAWINGS DRAWN BY CHECK 8Y CI • Tilir PERMIT SET _ af- I •� � �` '� 0 I � - • � . . � ® EXHAUST I CENTER ..r =a I I f EXHAUST-WALL VENT STATUS 1 OVER I 03.29.2018 VANITY r MOISTURE RESISTANT I DATE • EQ jr EQ EQ EQ - • >_ 1 GYPSUM 17052 ^ - 10'-10" �,2'-61/4' 5' PROJECT NUMBER -4 3/4" 3'-51/2" •• 10'-81/4" t q AX 5 _ UNIT 2 BED - II - TYPE A - RCP ` UNIT 2 BED - II .- TYPE A - INN : . 6 _ : SCALE: 1/4"=1'-0" _5,1 I SCALE: 1/4"=1'-0" 62018 OTAK,INC. If this drawing Is not 24'x 36',it has been reduced/enlarged.Scale accordingly. CED--...„. (-87).-•...._ 04 GENERAL NOTES - UNITS otak ,N. 02 -----..................................0 I • *. c •. • A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 111ROUGH OPENING UNLESS OTHERWISE NOTED. 3/ B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS • LEGEND SEE COVER SHEET. Otak rtcts, Inc. ,..." ..., 0 FLOCKING-TYP . 1 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third enue,Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES P and,OR 97204 a SHEETS. m in 503.287.6825 08 >-•••••• 1 : 15 3/4" 4, 15 we 4, ( 11 ) d www.otak.com 1 .___ C -VI ( 09 >•-•...„, r _ _ _ _ _I .-1- .....L..< 1 L D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE L. J SHOWER r fl CI IT AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. i i 1 i i . _ r 1 CONTROLS • i ; I 1 . .- L J ---- _____..0 I 1 ill.CI E. SEE 1/M-8.12&2/AX-8.12 FOR NON-RATED WAU. ,,,, ' • * INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR _ _ -1 L. 7' I*N's a 3721 . 1 ,' ,,. 1-: FLOORS. . BRIAN R.FLEENER ,, 4 ,--' h F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND .• L. 3 I . , , , . \ / ./ / OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE is FINISH FLOOR.ELECTRICAL TELECOMMUNICATIONS OR 4 (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON VIAND, , •. • i 1 WALLS SHALL BE MOUNTED BETVVEEN 15"AND 48" OF 0" I • / 35" 19 1/2" I. 21 1/2" I 1 • 41" 30" , 12" it ABOVE FINISHED FLOOR. . 60 . 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. • • SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION INTERIOR ELEVATIONS BATHROOM (OPT A PER 1004. 11 .3. 1 ) H. REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS -1-17/1-1_,L1-1_12_ • SCALE: 1/2"=1'-0" • • FOR ONE HOUR RATED WALLS. • I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG 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 • .1 • K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL - ,„ ..„ - „ . . - ... , __ / . . - .. - - - -.5---..-- -- - ...,_ /, -- n n . ,..2-'-' . , . • L PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES - ---- H 11 -- - -,/ ,-..,, 0 0 , - 0 0 - --- / . . .....z____.._._ - • AT ALL FLOORS. L.L. _. . . . • • . M. ALL FAUCETS TO HAVE LEVER HANDLES. . / . 7/--- - • . / . / / . / / \ 1/ \\I V •/ N. WATER HEATERS TO BE STRAPPED TO / ,tv • , WALL SEE 6/AX-8.13 • . • A 11 ) d •[ . _ • V • i-: 1 ' n 1. n .•. ik ;.02 1 1 0 0 d . , fi N. -1 IN, . , . , \ \ d , , , , I... , , , DW (-- , , , __.`,, / to C.--) INTERIOR ELEVATION KEYNOTES , , co • , , , , • , , , , , • • . , . . „ , • • 1. SHOWER CURTAIN ROD . •.. •4. Iii, • L 30" L 30" L 30" L 30" L 24" Kt, 2TUB/SHOWER ENCLOSURE ' VERIFY W/MFR 1 " VERIFY W/MFR " • "VERIFY WI MF • • .. 3. BLOCKING IN WALL FOR FUTURE GRAB BARS • REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 3A 1/Ax-8.11 INTERIOR ELEVATION KITCHEN Cn • 4. LIGHT FDCTURE CENTERED OVER MIRROR / • SCALE: 1/2"=1.-0" . 5. TOILET PAPER DISPENSER©18=24"AFF Uall 6. 18"TOWEL BAR @ 48"AFF,PROVIDE BLOCKING • 43 5" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING e '- 4'-6" '-8", 6'-7" 20'-5 1/2" •_. • 22'-3 1/4" 10'-5 1/2" 10'-8 1/4" 8. REMOVABLE CABINET,CONTINUE FLOORING 40;1 •• .La P • • ii• •• *1' • • UNDER CABINET.SEE 2/AX-8.11 GUARDRAILITOCCURSWHERE . • 9. BASE AND WALL AND FLOOR FINISH CONTINUED . -8.0 •r OVERBUILD SLOPE BEHIND APPLIANCE • • < 11.15 ti____,......9 . ...--.-. ..) • • ,„• . .• , .,.s, , .„ .2 Inr__ __ .,.. --- .,_ I---- - • 6 I. SLOPE ---•••• •4 •• 10. RANGE EXHAUST HOOD • ., . . : *,' ' .:. ', . ;_ '; ,), .': -; . • , = ' -• • :. , ': •- • '5,:- ',' •-..- • .- . , 1 - .' . • ___- I • 1 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO N :.0 ---, to DECK Li, DECK • OTHER UNITS in et) a. ro• • . •-. : •• ,. 0 •• t -; " -•'• '-'; -* . : :-12- ••-. ... iI ' : - ‘-'' . ‘;' ',.. - : ' - '-.• IP 'L,' -•, '": -'. • AT LEVELS - roi 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" mai I Cel CO 7-..--_ 2-4 ---1; ; immaaam. a. /f '- (1 • hr MAXIMUM AFF. OFCI Irli (Pi; ; _ .• 1 (f) Z DINING LIVING ROOM 13.VVASHER/DRYER LL-a - --` .- : •••Ed ' .- , •-. : ,- LEO -"; •• • , - ., - *' EQ• - . - .1. ' ' -• Ed •.- . • _ E:11 s3 0 14.PAPER TOWEL DISPENSER u., Cl_ w 1 BEDROOM 2 BEDROOM 3 15.SOAP DISPENSER IlaU - - 2 :- ..1 . •: --.bINING'*, :-I..% * "- ' - -', • ; •••- .LIVING kooKil-.1 :: •. - ,.-: :: - . -- : . - . -: :., y, .:-. • - ' : : . ', i.", ': •: . :',. •:-1.-._ • .. - , .- -, ,' : . ts, • . ..• • ., .•. • a < , 1.-- 16.SEAT COVER DISPENSER P.- (.9 Z , 3'-3 3/4" , to - o CO 1........ 17.TOILET PAPER DISPENSER Imo ••-• TITLE _ N. KITCHEN I " '' '• ' BEDROOM 2-: :„',: ;'i• -•.•,- ,' - ;. -; :- :,1 • •: --..: -.'.-, - •.,- :: rr.....1. -1--1 c...5.17 1 UNIT LEGEND # DATE DESCRIPTION a i 1 6.-2" . 5'-9 1/2" . ; --- • 1 .• '. ' .:: ' " ' ''. ' 7 ' ' " .7• , - "" .' ECi' • EQ,= *. •' = .' - -.*-' - -; ; ;-':. . .- "- - • - ' ** • -. '-''' -BEDROOM 3. .. *: -.,. ul 1 1 , i ! , . . ; ; V e_ zo , . .. • . • . _ ; ' 3A ,__OSLIgif; •s• CM 1 1 ..I I * SMOKE DETECTOR b : -.: •••..' ,'. "'• .2'.•KITCHEN.' : : • . -.' ••'," .), _,' •••-•• -, ' ' • • -' ,'7.--.,): • .,- ...A , , :•. .. ____J - • • • . • • .• ,. „ , . . . .. 4 , , ., •• , . _ i-- . c.) ---1.:•-.1 = lc • :13 in ,‘ . REF - V-• {t} .. • „ • . .. , • „ , . , ---1113-W•11-Gjto 1 . D • . , ,_. _ ,„. „ iv kr, CEILING SURFACE MOUNTED UGHT --7-T-'-74-71-77--7 •*'' " !•1 :, - '' .' i'-•' •- .' - "- -•• -.. • •• ' • .. ••-. - ' ' -' ' •_ • ..• , , •., ' ' - • 'EQ.- - EQ.' •• , ,'-,: go • ',„ . go-,-: L. w VVIRE SHELF EF WIRE SHELF i ---2-F •.1k, .......- - - - • • - -' • ili {6} 1 re• - CLOSET ..J . . ., ' • .-•1:.‘-3' :'‘ .**. '1:'..*: :.*'' . -: .- -CI( '' .1 '. s. :'- .:' •'. : - ' a '' '-' :- - ''.- '‘' :::-:--:-:= - --3.- MOISTURE [ 1 14+-1 YL( (..) z r.in WALL-MOUNTED LIGHT FDO1JRE ,. . „ RESISTANT kr 2 I I • :- ; •; ' • . : . . a 11,1 co 06 (----; DASHF-D SIDE REVISIONS . .,_•• . , . . A,.--1 --1.-1.%:1''' "iet i I .1 I • . MOISTURE GYP BOARD -, , • -• • -• - , . • , , _ ,. ,. I-J 0 • . _ : BEDROOM 1 ' ;-rm . i , Aci = , --.... • . i Gil I 1 • _ •, • : . ,•- s , .. , • A I ----'-'77r-Akti •A-'- I .• . , a b u. ,.•, * 2 . -:; •. - ., s'-. . ' .-, ', 1 %•- ...ili .; '-' - * • - -': • .- ":. ' *.''. '.'-‘ BATH 1 " e '•'' '' • • '-: •:,••.: - 'BATH 2, .•-, w ...• ,..3 I .-•=1, Author Checker , • tNii w e..1 kr ELECTRICAL PANEL SEE 14/AX-8.11 11 I I • - - X COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY • , ___•,„ Zol 1 co 11- „ . .. .# •. . . . . . a. . ‘. , . • . ..• , , ' ' s. ' ' • .. .* 0 Ha „ [ . CO al! 1 [UM- -'BOA-PITTT:1;11A)-(1-:-31-1 71A1-1111 / I 3 11-'\ I BOAFTTH-A .... 4B ,f ' Te ,:, .I @ ' ,..: - . - , . . p ,_ , • . • , . , , . 1 a r4 .J Z EXHAUST w - -• . , • . . a -J I . r 'I ,, . o STATUS 0 w --1-1--- 1 7 1 EXHAUST-WALL VENT I-f , I ., • • 4 rh ,, '0% ..... , •, ...„, I .03:9::017 CENTER CENTER OVER EQ EQ • OVER , EQ EQ , 17052 • VAIIIITY S '''..*'%''.....••••• ••-- MOISTURE RESISTANT SPROJECT NUMBER EQ L EQ EQ EQ , EQ .I, EQ GYPSUM =_. _ _ • e_. -a P , • • ° .1 • • " 11Y-i 0“ ‘,2' 6 1/4" , 5'-5 1/2" , 3'-11" , . 10'-5 1/2" 10'-2 3/4" -/ •;" A 1 7 . . q AXimii5 u UNIT 3 BED - TYPE B - RCP UNIT 3 BED - TYPE B OD 2018 OTAK,INC. • If this drawing is not 24"x 36',it has been A / SCALE: 1/4"=1'-0" 5 5 • SCALE: 1/4"=1'-0" reduced/enlarged.Scale accordingly. . 404 > GENERAL NOTES - UNITS • 01 < 04 }-r,,, _,:•-< 01 > 01 !,-{ 04 01 �^► • / • 02 �,,,r-A 02 ) A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF . • fl2 ! 02. t` • •• • te -• • I Ce• °° < ROUGH OPENING UNLESS OTHERWISE NOTED. . La. • B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS 12 12 LEGEND SEE COVER SHEET. Otak A ch ects, Inc. / 12 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third • enue,Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES P• land,OR 97204 .•-( 11 ) • I I / i 11 BLOCKING TYP --� / i I SHEETS. rr�n 503.287.6825 BLOCKING TYP - / • • I I www•utak.com E i ‘,..,e./...---...--. 1,/ I 1 08 Ci p T 05 D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE t V v I AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. • , y . _ • _ I - - 'j - '� 08 } ` _ -'-- E. SEE 11AX-8.12&2/AX-8.12 FOR NON-RATED WALL -� a r • "1 I r -I I l � r - - - -I- - 05 i 1. ntn -j I r - - - y .� IL__ ...---.L. _ _ -� _ _ J • SHOWER •=61 n L - - - ' - J e r I INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR $72 { 1 1 err CONTROLS • r '"4 05 ( ■��s r 1 e I I F I I SHOWER I FLOORS. L 1 .•.� 08 > ^^ `V • ��' I I``,\ III O /r� �``�\ - - I F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND a • C I CONTROLS BRIAN R. nER • - \; L �.: N. OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE IstIRTl.AIalt?•OR • FINISH FLOOR.ELECTRICAL,TELEGQMMUNICATIONS 1 . s `�� ��, t `•� �,' (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON • 1 I WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF Q • T _ �� T ABOVE FINISHED FLOOR. 18 • . L 251/2• " jr 16" 21 1/2" L 20 1/2" G. ELECTRICAL PANEL TO BEI LOCATED WITHIN REACH • STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST • 60"• 34" 12" 30" �, 41 1/241„ 60" . 12" 30" 42" 35" • CONTROL AT GROUND FLOOR UNITS. 1 • VERIFY W/MFR VERIFY W/MFR r REMOVABLE ' VERIFY W/MFR '' REMOVABLE4. VERIFY W/MFR 4A 4B 5A 5B H. SEE DETAILS 9/AX-8.11 &10/AX-8.11 FOR INFORMATION REGARDING OUTLET BOX PLACEMENT AND DETAILS . � 11/AX 8.11 &12IAX-8.11 FOR PLUMBING PENETRATIONS INTERIOR ELEVATIONS BATHROOM 1 (ACCESSIBLE PER 1003. 11 .2) INTERIOR ELEVATIONS BATHROOM 2 FOR ONE HOUR RATED WALLS. - SCALE: 1/2"=1'-0" SCALE 1/2"=1'-0"• I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D 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! • • DRYER REQUIREMENTS. CONSULTANT . 10 K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. • • L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES `.., ��,.\\ .�`\ , �-. �� �\ • AT ALL FLOORS. , / ,, �,< `.-----.--1,0 8,, p �- \ M. ALL FAUCETS TO HAVE LEVER HANDLES. • `\ f/. '� ' /'� N. WATER HEATERS TO BE STRAPPED TO '4 /t_ _�� __ ; •_ -/, - WALL SEE 6/AX-8.13 • • • • fail O• F . O 08 • E I 49 ,,, ,,' l `,,, ,� • T INTERIOR ELEVATION KEYNOTES /' .'� • 1. SHOWER CURTAIN ROD - - -..„ 0.- %---1�,r • 2. TUB/SHOWER ENCLOSURE 30" 30" 30" L 30" 24" 15" 13. BLOCKING IN WALL FOR FUTURE GRAB BARS VERIFY W/MFR REMOVABLE VERIFY W/MFR '` REMOVABLE "VERIFY W/MFR' " REQUIRED AT GROUND FLOOR UNITS ONLY.SEE • . 1/AX-8.11 CO 3A • limmi 4. LIGHT FIXTURE CENTERED OVER MIRROR 5. TOILET PAPER DISPENSER @ 18%24"AFF • . INTERIOR ELEVATION KITCHEN T _ j SCALE: =1"-0" 6. 18"TOWEL BAR 48"AFF,PROVIDE BLOCKING • i 7. 24"TOWEL BAR @ 48"AFF.PROVIDE BLOCKING 43'-4114" ■ 111.11060 4'-6" 1'-8" • 6'•1" 20'-5 1/2" , 22'-21/2" • 10'-5 318" • 10'-8 3/8" 8. REMOVABLE CABINET,CONTINUE FLOORING • • UNDER CABINET.SEE 2/AX-8.11 Lim 1 OVERBUILD SLOPE GUARDRAIL T 9. BASE AND WALL AND FLOOR FINISH CONTINUED < Cl I I I �'0 • • BEHIND APPLIANCE 11 SLOPE . _4,7_47�- -.. -"� i•- tae • V - r. .` •or. 10. RANGE EXHAUST HOOD < LL. N. I i I i i , I �� = 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" Y ' DECK fh __. W DECK I N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V♦ Z ` a ,, OTHER UNITSCI I. �. AT SILL s s ____ ` „ CIN • - `� , I 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40aimI N CO MAXIMUM AFF.OFCI j � � t� • - r _ to �( 3 ' _ 1- w.._ _.� . •)* • • �riri Z- - - = _ - • - `° 13.WASHER!DRYER ■rl�r� ..J T'. 'O , _ • . _ '.q", - '; 5',-0" 5'-0" '-0;1/2" . _ DINING LIVING ROOM 14.PAPER TOWEL DISPENSER 0 ' ' -' 1' rr r L�-- = BEDROOM 2 BEDROOM 3 15.SOAP DISPENSER T ~ rx -DINING... .• - • LIVING ROOM 4 - - F ' ` LU ` _ ,. w m «' o Q T : • • • f• •, } • '. I �[':, ' in CL - 16. SEAT COVER DISPENSER ti (' .T r-iti v ,� --- 17.TOILET PAPER DISPENSER _ I - ' } - t • ,' •, - a `' '"`- ti i-i==r`�:a<a' . i--'1.:^_'1 AX-5.1 I \. I r_..._._ - ® ( i ® r' 0 TITLE i En - ,- - , s s s �� a . 11 # DATE DESCRIPTION • . _ , ,. ' _, -' .'- , ."BED 9OM 2" W • - ♦ - - ' ; 3As L--- __ ..__ QF•r �. UNIT LEGEND t` ,,._, _� 'v � �- REF D_r ' La _� , 1 in• _�T' '___T' _ .-'7`��___� -- •- - rill - - i., ____._ i O SMOKE DETECTOR • ' -- # " �,' 7 »_._._._ r , - s I ): CEILING SURFACE MOUNTED LIGHT . 1 :13 r i BIS Z V!Z s I i I ; I CL6 FIXTURE • ;' ' (( W • % MOISTURE c7 :1 • • ; s ; _ ; ' , ' 4�- , ' RESISTANT _ s ! i WALL- MOUNTED ALIGN «� I i , ;BR + • _ un I 1 WALL MOUNTED LIGHT FIXTURE • ' ' , . •BEDROOM 1 . ' ♦ ' ' ., ,' , , -'•6.-9.1•/2 W _ :1.. .6'=90'1/2." •` . ' . , •- • - GYPSUM ' __ M . • En t " -,�- h ~�= _ `. I ih - - _ .._-_ ' I = :w___: • WIRE SHELF lT l' Ti r r \ ENTRY __-44- ..,,, t_' } •.•,• • _ _ - •/er , `. j _ . _ t t /^""'�<, I :,`` u r,,. MR GYP ON REVISIONS - . °.` . =` ENTRY "BATH 'V._ ••'BATN 2 °' , i L___-� E. ,� I \t BATH 2 ___ ` BATH 1 r'" ° °E MOISTURE GYP BOARD ~` . ' EQ �' '- BEDROOM 1 ' I _4_ f'; 100 I1': ; _ I ' m r s f►. - s \\:: to i _ s s ,5A s • } , ' . " M ---' = tea' Y AX-5.18 i s . s' i�� s AX�.1 A ELECTRICAL PANEL SEE 14/AX-8.11 CK,TP Checker 121 - - ��-, :. _ _ - T i e,_ m � ' yl ® in I ICOORDINATEWITHELE TRICAL DRA DRAWN BY CHECK BY W ,- • • C 1MNGS., ; n I F : , J L_ p5B I a"' `�+-`4B ® EXHAUST m [ , v JI • PERMIT SET} ♦ . .,,_�-- - Wil f s 111 1 ! s STATUS ® 'iii! 1 1 ® I 7 I EXHAUST-WALL VENT l , • ,` - +10hI 03.29.201& CENTER 1 CENTER =p I • I DATE . , EQ EQ OVER I OVER 17052 _ I • •' #-VANITY VANITY it- • MOISTURE RESISTANT PROJECT NUMBER EQ I, EQ �2'-51/2"If► 2'-9" 3'-6" 3'-61/2" 3'-6 3'-61/2" L I GYPSUM - 10'-10" �,2'-61/4., 5'-51/2" •, 3'-43/4" �, 10'-51/2" •, 10'-81/4" . • -,�' Aka a i 8 . _ . . . . UNIT 3 BED - TYPE A UNIT 3 BED - TYPE A 42°'$OTAK,INC. N this drawing is not 24"x 36,it has been r SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" reduced/enlarged.Scale accordingly. • WRB WRAP OVER • - SAM AND MTL • otak FLASHING - FIBER CEMENT SIDING . ry - SEE ELEVATIONS . 11 SAM WRAP OVER .„.„4.0 . >z: . SEE PLANT '"` '1 FLASHING '� METAL FLASHING OtaIC A c L 'CISInc. . • 1 �1 WITH DRIP EDGE 8+: 4 hird A nue,Suite 300 UNIT I It ' METAL BASE Port -50 OR 28 97204 INTERIOR ,1 ' J FLASHING . ' ma /: www.otak.COrn • d d . SEE SECTION y NOTE:NO PRE-MFR TRUSS SEE • a ti :- ~�.+ - 4�• •� .".•- "� �1-1-\-..< BALCONY AT SIM i\\- \ f I j•-'"� STRUCTURAL ,� RIGID INSULATION `-"� RAIN SCREEN FURRING- f $120. EXTERIOR BEHIND HEADER DO NOT PLACE OVER ' `` i • ce ; I ' FIBER CEMENT SIDING, WINDOW FLANGE I HEADER SEE --"� - r SEE ELEVATIONS FIBER CEMENT %0RTLANO,OR STRUCTURAL l C _ EE /7— RAINSCREEN FURRING - SIDING RIGID INSULATION STRUCTURAL IAPSAMOVERMETAL �" "� ` , ' A• _ A IiLA FLASHING . , • FLASHING OVER OF , NAIUNG FLANGE 3/29/2018 � !LT I IER:1 0 `+i _ LAP WRBR STAMP OVER SAM AND MTL '; SAM AND MTL --- ,;' 'N _ -':j _ INTERIOR ■ • , FLASHING Ea / (\ 1 FLASHING • /-1 • t :_ ■C� / o. EXTERIOR ,— END DAM ;- SHEATHING f ♦ SEE• naafi a END DAM BEYOND, - __ ! �cP+ <1 ii �' INSECT SCREEN[ M ' - SUBSTRATE PLAN _-■it i INTERLOCK W/JAMB `"� 1 �. " fl,..11-r-lit -n-v-in_tli„ ��'' TO 1/2" ,.o%� A SAM WRAP OVER �-- ■■■■N� FLASHING AT OIT OF RAIN IN EXTEND FLEXIBLE SILL „r:,;-..111..' ''� BELOW TOP OF �/ FLASHING - FLASHING PROFILE -� INSECT SCREEN W/1/2"AIR I SCREEN,DO NOT FLASHING HORIZ TO SPACE MIN AT BOT OF FILL GAPS WITH ( : CAULK t PROPERTIES HEAD FLASHING TO .� PROJECT BEYOND WRB WRAP OVER SAM CAULK FOAM SEALANT • LLC VERT JAMB FLASHING INSTALLED LATER -•� .\ I AND MTL FLASHING `r RAIN SCREEN DO NOT . EXPANDING .....„ . ; END DAM BEYOND, APPLIED LATER '' - I i I [1:4<",,,,,-_, INTERLOCK Wl-� ---i METAL HEAD FLASHINGJAMB FLASHING JAMB FLASHING AT �� - SET IN SEALANT WITH APPLY SILL FLASHING ~` \ BOTH SIDES OF ; METAL HEAD FLASHING 41— HORIZ BELOW THE SILL. ~ i OPENING. EXTEND i SEE SECTION n 1 SET IN SEALANT ONTO - SEALANT BEDDING JOINT WRAP 5/8"GYP BD METAL HEAD FLASHING CONSULTANT FASTEN THE TOP EDGE BEYOND SILL FLASHING ' \ END DAMS SET ONTO ( ` HOLLOW METAL SET IN SEALANT WITH ITH OF THE SILL FLASHING AND ABOVE WHERE , ' SEALANT BEDDING JOINT END DAMS SET ONTO TO THE FRAME. BUT DO WATER DAM HEAD FLASHING WILL UNIT NAIL END DAM DOOR AND FRAME • SEALANT ALL SEALANT BEDDING JOINT INTERIOR FLANGE WINDOW FLASHING PROFILE AROUND WINDOW ; VINYL"NAIL FIN" NOT FASTEN THE INTERSECT.LAP JAMB 1 WINDOW LOWER EDGE SO THE �• FLASHING OVER TOP - WEATHER RESISTANT i' FLEXIBLE FLASHING AT OF SILL FLASHING _ FIRE SEALANT NOTE:PROVIDE NOTE:PROVIDE - V 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 IN A DAM,PROVIDE . WEATHERBOARD • -'.. ' -; _1 POSITIVE SLOPE TO FASHION. - � . - INTTEERIOROFSLDAMAT 11 WINDOW HEAD AT BALCONY - F.C. DOOR HEAD AT FIBER CEMENT 3 WINDOW HEAD AT TRESS Y,. • ``` • -8.0 SCALE: 3"=1'-0" • -8,0 SCALE: 3"=1'-0" • -8,0 SCALE: 3"=1'-0" STEP 1 • • STEP 2 • • LAP WEATHER RESISTIVE JAMB STUDS,SEE • . • BARRIER OVER TO SEAL THE WINDOW • AND MEMBRANE SIDE FLANGE STRUCTURAL INTERIOR 1 x MDF SILL,PAINTED . FRAME TO OPENING WATERPROOFING,NP SEE JAMB STUDS,SEE • APPLY CONTINUOUS APPLY CONTINUOUS _ PLAN STRUCTURAL SEE PLAN SEAL TO THE SEAL ALONG TOP • BACKSIDE OF THE END DAM UNDER THRESHOLD MOUNTING FLANGE (HEAD)MOUNTING vN.... 1X MDF TRIM ---� \ . MOUNTING NEATHE OUTER FLANGE. EMBED EDGE AND IN-LINE BOTTOM OF HEAD �� EXTEND TO 1/2"BELOW FLASHING AGAINST ~ a WITH ANY PRE- �'�. TOP OF HEAD FLASHING SEALANT(FLASHING ���� OQ` BACKER ROD SEALANT ALL CO PUNCHED HOLES OR .'� / 0 5� &SEALANT AROUND �''!��► TO BE INSTALLED LATER GOES OVER {o _ ,. SLOTS ON THE !'� SEALANT).EXTEND .00� • WINDOW MOUNTING FLANGE. 8 HEAD FLASHING ��� BEFORE . = co BEYOND EACH JAMB 5 ` WRAP SAM REQUIRED BY •SHIM AS ' INSTALLATION • 1 FLASHNG.FASTEN IN INTO ROUGH PLACE. ,-t-- ,"::;•--.:.*:: OPENING ■ MFR,FILL GAPS 111 0 RESEAL ALL OUTSIDE a = _ • LAP WRB OVER WITH EXPANDING �,G.'' JOINTS OF i ~ '� _�`_. —-— •.� i FOAMS .: _ `� _._.__. �.t MECHANICALLY -- 1r'I SEALANT ,_ � _ SAM • �, F.11110640 Z JOINED FRAMES. ,�J FfBER CEMENT S DING —� ,� �'�"� ► • SHIM&ADJUST OVERLAP PAN WITH �� VINYL NAIL MU �, • • ' WINDOW TO ACHIEVE MEMBRANE WATERPROOFING — RAINSCREEN FURRING FIN"WINDOW „ cis WRAP SAM INTO OPENING O SQUARE.PLUM&LEVEL SYSTEM PER MFR AT DECKS METAL L-TRIM Wl HEMMED BACKER ROD&SEALANT 3i8 � .� CONDITION USE O EDGE,INTERLOCK W/END EXTERIOR FIBER CEMENT SIDING CLI u= M ;\\\ CORROSION RESISTANT 24 GA FULLY SOLDERED G-90 N D DAMS OF HEAD FLASHING METAL I,-TRIM W/HEMMED RAIN SCREEN FURRING, LY: (f,� `\ FASTENERS. FASTEN �\\ GALVANIZED DOOR PAN — AND WEATHER LAP END EDGE,INTERLOCK W/END DO NOT PLACE OVER CC W CO WITHIN 10"AND NO ` . DAMS OF SILL PAN GAMS OF HEAD FLASHING `T CLOSER THAT 3"IN .; FLASHING WINDOW FLANGE '� 1i� EACH DIRECTION FROM _ AND WEATHER LAP END LAP WEATHER RESISTIVE N < '� NOTE:PROVIDE DAMS OF SILL PAN NOTE:PROVIDE BARRIER INTO RO,WRAP Z I"'"' ECURE WINDOW HOLLOWRY CORNER. METAL _ cc) T DOOR AND FRAME WEATHER FLASHING WEATHER FLEXIBLE FLASHING AROUND FRAME WRAP AS PER WRAP AS PER OVER WINDOW FLANGE I N OPENING W/ ` 17/A8.01 . 17/A8.01 AND SEAL TO FIN N a EQUIVALENT OF 6d . - T* mese a) Ce STEPS FASTENERS ATI6"O.C. STEP 10 DOOR PAN FLASHING 6 DOOR JAMB AT FIBER CEMENT 2 WINDOW JAMB AT FIBER CEMENT u.. 8 O O • -8.0 SCALE: 3"=1'-0" •• -8.0 SCALE: 3"=1'-0" •• -8,0 SCALE: 3"=1'-0" • 11,1 t Q W . W 1 c • • "" . t� 0 1_ N- w 1 x MDF TRIM, • • - PAINTED TITLE WEATHER WRB TYPICAL, • RESISITNE # DATE DESCRIPTION SEE 26/A8.01 FOR TRIM BEYOND BARRIER, LAP OVER r;.-', , ...-4 ADDITIONAL FLEXIBLE HEAD - '=` '_ INFORMATION INTERIOR "- EXTERIOR DOOR FRAME BEYOND 'co r V SEALANT ALL FLASHING ;' AROUND Z-DQW -. `__- ,•,• „.::' RAIN SCREEN \, \ END DAM OF SILL PAN, ANCHOR AND SEAL TO SHIM WINDOW AS • „_•- FURRING • "•"°�'' ALIGN OVER40 . JAMB RQ REQUIRED BY MFR 2ND COURSE OF WRB -----+:', ,, ,��'.=: ' .,F.,,; \ WALL STUDS - INSECT . DOOR PER DOOR SCHEDULE 1” %1 VINYL"NAIL FIN" ~', '�► y 1''�., SCREEN AT DOOR THRESHOLD SET WINDOW VINYL TOP AND ,,� IN FULL BED OF SEALANT BACKER ROD& ' y= WINDOW _ LAP WEATHER _' = : :: FRAME - �--- BOTTOM OF r-— — — — ( SIDEWALK OR - -- „ SEALANT . RESISTIVE .�':``` \`•'� ''T RAINS SCREEN Q �T p WINDOW \I - / I I ,. 131,1` ASPHALT PAVING T , a• '_�I_ METAL J-TRIM • BARRIER TO SHED OPEN SPACE I WATER,HORIZ ::4', _ _ FRAME j'� / •I BETWEEN --�' •�+' -'¢, v �r�� TO SLABIII y j— WITH DRIP EDGE REVISIGNS JOINTS 2"MIN, :,.•:q ':�i:I \ • NAILING V / I FURRING °; , ••ar + 4. •sa ,.1 + •: .•, i ,� RAIN SCREEN VERTICAL JOINTS ;';.. = I . FLANGE ti }_ � < ; , T _ DASHED /1 d' ', ;• i. FURRING TO STOP 1ST COURSE OF WRB ;:,,.- ,::: ``. V _ • • NOTE:THIS DETAIL IS BASED ON AAMA I < I • '- \ \ • I � ( { a • ,, � I- ,% ' • • . .; , ,_,: r. � SHORT OF NAIL FIN SLIP BOTTOM OF -- - ;r`•'r . 2400-02 METHOD B. SEE AAMA 2400-02 > • {. ^a " • SEE FLEXIBLE FLASHING • FOR FULL WRITTEN DESCRIPTION OF . • ,. a • :a PLAN { OVER 1/8"CORRUGATED Author • Checker JAMB FLASHING& ; ;: �I� I / I ', • • • I y •t. - '' ` PLASTIC BACK DAM AND DRAWN BY CHECK BY _ SYSTEM INSTALL WINDOWS PER MFR ° _. r SILL FLASHING • '` _="t.,:;• INTERUPTED I I �_ . ''-: ;.f-,•-;,.•,1 RECOMMENDATIONS,NOTIFY I •—� • �1 DOWN EXT OVER WRB OVER WEATHER . - RAIN SCREEN i ► / ': a • • ......---1.12..,-,--_17-7-7I I i j-_ ' 1 1 - i PERMIT SET ARCHITECT IF CONFLICTS OCCUR. /.rr a'• -! I--- ---1 RESISTIVE FURRING FOR _ �- RAINSCREEN �('.'� : .__ otak . . . . • SIDING, SEE ELEVS WRB WRAP OVER Otak chi -cts, Inc. _, FLASHING WRB .808 I Third A .nue,Suite 300 . , .- -‘'' SAM BEHIND WRB, Z-FURRING WITH Po and,OR 97204 • LAP OVER MTh • WEEPS ABOVE • n 503.287.6825 • SEE 7 . . / - ,'1 , FLASHING MIN 4" NAIL FLANGE www.otak.com - N ., • T' : / Z FURRING WITH SAM WRAP OVER • -sl PLAN / ,._ FLASHING • . . s__ I : — WEEP HOLES 1 0 • 7 . l' 1 • SEE SECTION • • i ,,' • 1 I --- VENT BLOCK VVITH _77.. ,4.1 -.1,.,.. METAL FLASHING •-. SEE PLAN II -'. , . • I 1' INSECT SCREEN --- ,li --- WITH DRIP EDGE 101111 ... -4, A - • .I SEE • I.1 ,, METAL FLASHING WITH ',,4 • ,---- , /I I " 01 Mt SECTION ..„---- ' • "i*------z.'-7 . ,I DRIP EDGE UNIT .--- -, . " • • !Il IIII .1 ---' MTL FLASHING EDGE SET INTERIOR '%--• BRIAN R.FLEENER s .- /I" 1 . . ...- - . ----------_ ...---------- ' //:I IN SEALANT . 1 -. >.•---- --'-" /4 I ' • Alp, .... . , , .. .: ,. . , EXTERIOR F4 .--,, ,., fr 1 1 i FIBER CEMENT PANEL . , 1 & 1/4712 F TRAFFIC MAX , VCV§ITGFTRFACE ..:.,- • Itie. . • , #./ ... PER ELEVATIONS • '17'"IA&'‘AL \ I SLOPE VIAND.OR -. .,' • , Ile 0/ 1 i 1 1 , )t_ 44--..::_it - .i. . - - - --* • • _..- Li• -,- ..„ -Frvy',. .t:,,, , , . OF Os RIGID INSULATION \\ . I ' BEHIND HEADER . . . Allopt . 3/29/2018 . STAMP 1 - 7-- FILL CAVITY WITH > . 1 ' THERMAL 111111 \ / - 1 I • EXTERIOR .. iiii . • A . , .. INSULATION - 1:111. i HEADER SEE • 1 . STRUCTURAL • -<> "1111 Ma lie • WRB WRAP OVER SAM : A ,i'iii.,.e .,,,, AND MTL FLASHING • 1 , \ / t • < S ior A ., 1 1 . . :>41 _ N------ • - USN Z-FURRING WITH .... P . mil ,ii. --" VVEEPS ABOVE HEADER FRAMING '--7 1 1 4 . , . . . • , - —-- il - :NI ''''' - Num . 14 NAIL FLANGE DBG PROPERTIES LLC . . . . 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SOFFIT VERTICAL WOOD SIDING,SEE ELEVS SEE SECTION UNIT SET IN SEALANT WITH END DAMS SET ONTO SEALANT BEDDING JOINT FLANGE WINDOW \— FIRE SEALANT . . S. VINYL NAIL • FLANGE WINDOW INTERIOR VINYL NAIL , . FLANGE WINDOW FIRE SEALANT • 15 WINDOW HEAD AT CORRIDOR . ii WINDOW HEAD AT BALCONY TRUSS 7 WALL AT BALCONY - WD 3 WINDOW HEAD AT BALCONY - WD ' , A -8.0, SCALE: 3"=V-0" ' -8.0. SCALE: 3"=V-0" • -80. SCALE: 3"=1.-0" . • -8.0, SCALE: 3"=V-0" LAP WEATHER BARRIER . ' . • • S S . OVER SAM AND MTh S S S S - FLASHING • __A r . • LAP SAM FLASHING EXTERIOR 1 x MDF SILL PAINTED Fa. ••• JAMB STUDS,SEE - FLASHING .. (1 : , . STRUCTURAL SEE PLAN INSECT SCREEN W/ " '--.•.,,., :*****0 • • . . 1/4"AIR SPACE MIN • . 1X MDF TRIM AT BOT OF RAIN : .4 - • -Iv • ' y FIBER CEMENT SIDING CO (-4,v 41-- , 12— SCREEN : I FIBER CEMENT SIDING • METAL FLASHING W/ ' ', ,,,, 1 ' I i • \--- HEMMED EDGE HEADER,SEE \ ----'' \r‘ N i 1 . -. RAINSCREEN FURRING - • • HEADER,SEE -- - "*."\A-----11 STRUCTURAL I I ; RAINSCREEN FURRING ' DRIP EDGE SET IN . . STRUCTURAL i 1 I d."5„--_/ ItIADsSZIGOVER METAL SEALANT ALL I z SEALANT,PROVIDE END I I I I ' LAP WRB OVER SAM AND Cr) / . FLASHING PROFILE --.-- AROUND DAMS • II ;I;er 1 i I MTL.FLASHING WINDOW 11,1 0 . Ali ' ,,,,,„. AND MTh FLASHING , SHIM AS • M Z FIXTURE, RAIL kr '-"7".- LAP SAM OVER METAL •- ,-- • -1.0N SEE FLASHING INTERIOR REQUIRED BY 4 L - < • /, EXTERIOR MFR,FILL GAPS ' Film Z 3LAN 7 . I SEE NOTE: . . .3 I . •-- 4 11 w _. ., , END DAM BEYOND, ARCH/ELEC/MECH I- A E-- FILL GAP BETWEEN / - WITH EXPANDING at FRAME AND SAM SEE 'I IL, FOAM SEALANT CL ---\I I I — PROVIDE SEALANT AT TOP OF MOUNTED ITEM AND I I , ., 1: W/EXPANDING FOAM PLAN E".} •—"' INTERLOCK W/JAMB . — ...••••• 1 r -I - --11 ELECTRICAL CONNECTION . J.;. . SEALANT ALL AROUND -*;- . - FLASHING . I 'ft OCC . p 0 I 1 L— 1 WHERE APPLICABLE,PROVIDE ;i1 --I I I • ; INSECT SCREEN W/1/4"AIR 7„,or / i r .- .. I DECAY RESISTANT UL LISTED FIRE RATED , .I VINYL"NAIL 0... w 11 INSECT SCREEN 1 )1,,!: SPACE MIN AT BOT OF FIN"1NINDOW I Ar \ rX CO ' WOOD FIXTURE I I • i SEALANT AT ALL THROUGH 7,14 "--N4 7 :4.. 1 -- IN SCREEN, DO NOT INICC uj .1 BLOCK-PRIME AND L - „-----"'— WALL PENETRATIONS . .3 c-- • ....,..„ ,...... -- .- CAULK BACKER ROD&SEALANT / § VERTICAL T&G CEDAR . PAINT ALL SIDES ' SEE . .„----ill) 4 ----.7_,...,), ..„.../-.....,,,--- .=•---,4.4 ......,_ . .r HEAD FLASHING SET SIDING . HORIZONTAL Z CO RI < SEALANT AU. . ; g 4 END DAM 1 I ME'TAL FLASHING WITH -•--- IN SEALANT METAL L-TRIM,W/HEMMED 1"-' AROUND BETWEEN 7'', I 11 PLAN • . run, , HEMMED DRIP EDGE 1.--1 .---44 . "••••.,,,, HOLLOW METAL EDGE, INTERLOCK W/END FURRING vvrm WEEP HOLES Z C:1 n cr) Lu BLOCK AND SIDING 1 • FLASHING PROFILE en SEALANT DAMS OF HEAD FLASHING AND VVEATHER LAP END . DOOR AND FRAME — VVRAP SAM INTO RO,LAP semel I CA 0 SIDING SEE -j\ilii • II.11 WOOD DOOR FRAME 1DAMS OF SILL PAN NOTE:PROVIDE WRB OVER SAM Il•- ELEVATIONS . lx MDF TRIM, /END DAIVI FLASHING WEATHER LAPLU 0) W SAM OVER WINDOW • 0 RAIN SCREEN PAINT . FLASHING PROFILE WRAP AS PER FLANGE AND SEAL TO FIN U,.. W 0 . 1 8 o 17/A8.0 . op - Et * 14 FIBER CEMENTMOUNTING BLOCK 10 DOOR HEAD AT BALCONY 6 DOOR HEAD AT WD SIDING . . 2 WINDOW JAMB - WD SIDING IJJ t-ifi w x 0 ‹ N. A -8.0, SCALE: 3”=V-0" S SS ' -8.0, SCALE: r=v-o" S S . -8.0, SCALE: 3"=I V-0" • -8.0, SCALE: 3"=V 0 .-0". i— P. r-- Liu WRAP WRB OVER SAM S S S v 1 x MDF TRIM, TITLE • AND um.FLASHING -- I ,•\. \:,: PAINTED LAP SAM OVER MTL ,, -1 \ • /,.t:•,'. BACKER ROD AND • DOOR,SEE SCHEDULE , WEATHERSTRIPPING ' # DATE DESCRIPTION . ' FLASHING - SEALANT ALL SIDES OF BETWEEN BOTTOM OF JAMB STUDS,SEE :... EXHAUST GRILL WEATHERSTRIPPING ADDTE1)(10N3IDTHRESHOLD . R THIH0LD SET IN SEALANT SEE 1/AX-8.13 ' STRUCTURAL INTERIOR • . . • - SHEET METAL FLASHING , , -,:'• BETWEEN JAMB AND pSLANEE / ARSEA0LAuNNDTwALINLDow W/DRIP EDGE ' ii''''. DOOR ALL AROUND, TYP BACKER ROD AND SEALANT ---APP.--Ko • r DEEP COLLECTOR E E WRAP OPENING W/ SHIM WINDOW AS • /' \ ,,-, APPLY CONT SEALANT ""•••••• •„.,..... asou 1 SAMF,LAP OVER VVRB, I REQUIRED BY MFR , Avp2,1,-.._ BOX EXHAUST PLENUM AT THE FRONT&BACK sms lx1 WOOD BLOCKING TO VENT OF THE UNDERSIDE OF Ems 1 1" - I VINYL"NAIL FIN" LEDGER - - "4"/L" 77/1 Ill WINDOW ALL 4 SIDES OF / 7". DUCTWORK SILL PAN&AT THE BACK OF THE SILL PAN -- —; OVERBUILT FRAMING • . • ' ' \ . • BACKER ROD& OPENING / FLANGE . _ AND PLYWOOD •<> • A . „ I I I 0•...•-- -i,,,,i):( . • SEALANT • Q fr.",• - •-1 1 -- / • TRAFFIC COATING WRAP SAM INTO .- %. . . 4111h_ •-‘ li ---- • METAL J-TRIM VENT EXHAUST GRILL / — -pm AND DECK DOOR RO .c...., II .--' . . 44111111 c ' • WITH DRIP* REVISIONS / . :lam mom --"ormilmoriontwArgp,- WATERPROOFING 40.,411. • ,, •-------;----7- LAP WRB OVER EDGE • , - -„ • ty ...4......,..-- 1111P ' P .,,,,,-.---...."------,.. BACKER ROD SAM - -. FLEXIBLE FLASHING AND SEALANT , . • ._ . . k \ N\ I i / OVER 1/8"CORRUGATED .....,..:,.....:::..... . ......,....,,,. ...... .,.... ' -44111116::'-ia__ -s i iPLASTIC BACK DAM AND r- MTL SILL FLASHING, . . ' // / // / // / 4 i' PLAN .7..""'.7.-.e' ;V:'''"'':•,.. i DOWN EXT OVER WRB DRAWN BY CHECK BY ,7- F-CHANNEL Or TS .4. 5., 3/8" ,-t---! -4 RAIN SCREEN Z PERMIT SET . FURRING WITH WEEPS METAL TRIM --•----__ _______?. 1: - , " .e...> ?.1 STATUS , II\ ,-, •;., • BACKER ROD&SEALANT SAM,LAP OVER r7--- :1\ ' 1 WRB 03.29.2018 WRB . 4 •,::-. IIIIIIIII . ) METAL L-TRIM, INTERLOCK W/END DAMS EXTERIOR DATE . / 41 MM. I VERTICAL T&G CEDAR RAINSCREEN 'i -• .4% OF HEAD FLASHING AND FURRING ------ , I ::' 1111 . WEATHER LAP END DAMS 1\ _„L__ - SIDING 17052 • I . ,... OF SILL PAN FLASHING . PROJECT NUMBER FIBER CEMENT ___ ____,----""";_.2.____L___\ 3: -1- I NOTE: PROVIDE NOTE: PROVIDE LAP SIDING v PT LEDGER,SEE STRUCT • . HOLLOW METAL DOOR AND FRAME WEATHER WEATHER - • WRAP AS PER WRAP AS PER VERTICAL WO . WRB,LAP UNDER SAMF . . SIDING AT SIM . . 17/A801 17/A801 A)( 8 a 0 2 - OD BEAM SEE STRUCTURAL 13 EXHAUST VENT 9 DOOR SILL AT BALCONY . 5 DOOR JAMB AT WD SIDING 1 WINDOW SILL - WD SIDING ©2018 OTAK INC. I . If this drawing is not 24'x 36",it has been A 410, SCALE: 3"=V-0" -8.0, SCALE: 3"=v-O" ' ' -8.0, SCALE: 3"=V-0" • • -8.0, SCALE: 3"=V-0" reduced/enlarged.Scale accotdingly. A . . • . . . 8"WIDE FLEXIBLE N NOTE: NO DOOR AT SIM UV RESISTANT EPDM FLASHING,CENTER '- n MEMBRANE AT OPEN w ON CORNER OR I x 2Xv 6 1 JOINT ----:---- _--_ ISA JOINT .__--.:--_-„..Z/±--•--_-----:. ----,Z.,--:::--_-_:-::::.- , ..__:- - •I`- -01 ' Iotak \44-T-- 8"iMDE FLEXIBLE ► _ .__._- _._... .,-- UV RESISTANT EPDM —r' I �� FLASHING,CENTER `� ! r -,.--navy-n CORNER OR °'r MEMBRANE AT OPEN ,„�//%''i'' //. )1(tail .ri I FIBER CEMENT PANEL JOINT � � � / I i I �, ��. �, JOINT SIDING ri SEE 1 I`i -I SEE BACKER ROD AND `'�' I I PLAN WEATHER RESISTIVE i -- VERTICAL WOOD PLAN SEALANT SEALANT OVER NOTE: UNIT W RESISTANT WRB, OPEN JOINT BARRIER, AND SEAL ;~ ! SIDING FINISH MATERIAL -''� BOND BREAKER PRIMER ENDS OF PANELS INTERIOR r J + AND SEAL PER MFR PER MFR /F I ! TAPE TYPICAL -- ---- --- -- Otak Ar t Cts, Inc. REQUIREMENTS RAIN SCREEN REQUIREMENTS y+ - 808 ird A nue,Suite 300 FURRING,TYP HORIZONTAL �, 4"MAX �. ► 4"MAX . Po =nd,OR 97204 - FIBER CEMENT LAP SIDING RAINSCREEN z- /4i. B ALTERNATE JOINT WHEN DEPTH IS NOT _ --- • • ma-503.287.6825 FURRING WITH - A REQUIRED SEALANT JOINT DIMENSION POSSIBLE PER"A"ABOVE www.otak.com WEEPS - " IL,- - --- <-C • I 8,�WIDE FLEXIBLE - ----------L-J- - �-�- 8 WIDE FLEXIBLE _ — _ :_-_• — .. --_..- --,� _.:� ;�. FLASHING, -.--:_. m f :.-::w. :w:n_: ..w_::::. : -. �TM;���--_-:.�771_._::> 8 TYPICAL SEALANT JOINTS CENTER ON CENTER ON -- \/ \ '4::-:-./0-; FLASHING' i' + _ CORNER OR JOINT �, • -8.0 SCALE 12"= V-0" , . ` 72 CORNER OR JOINT , �'"�! -''-.'''r'% �/ —— -� FIBER CEMENT LAP SIDIN EPDM PROTECTIVE I BBRIDGE EYOND ICING \ .,. \ -\ I; BRIAN R.FLEE ER4 SEE MEMBRANE AT OPEN HORIZONTAL SEE — -� ——— - ``: X •1-1 TOP RA L WEATHER RESISTIVE BEAD SEALANT,TYP PIAN JOINT RAINSCREEN Z PLAN 1-1/2 /2 i BARRIER,SEAL PER SEALANT JOINT r STEEL PLATE 1 X %MAK OR , w MFR REQUIREMENTS FURRING WITH WEEPS I` " W WEATHER I EMBED \ �� ~~� ALUMINUM INSIDE CORNER TRIM I BLOCKING PER ,r4. 'I RESISTIVE BARRIER, ! I STRUCTURAL ,�*� RAIN SCREEN SEAL PER MFR i r , VERTICAL WOOD VERTICAL WOOD TO STEEL PLATE JOINT 16 Of t n FURRING,TYP REQUIREMENTS /\ SIDING FIBERCEMENT SIDING COVER WELD TO METAL `-- - - PRE-FINISHED —`1I FIBER CEMENT PANEL /- � "- ANGLE,NOT FASTENED AX-8'03 ALUMINUM PLATE 3/29/2018 NN SIDING RAIN SCREEN �/ FIBER CEMENT SIDING . AT BRIDGE STAMP FURRING,TYP EXTERIOR . FIBER CEMENT SIDING DOOR THRESHOLD - \` PER ELEVATIONS TO MEET ANSI - - V "`+""-" 16 FIBER CEMENT INSIDE CORNER (PLAN) 12 WOOD INSIDE CORNER (PLAN) .1 I TSET IN O ANSI • -8.0 SCALE: 3"=1'-0" • -8,0 SCALE: 3"=1'�" _ . �.,,' . ,�,�„„�, l r. 4 BALCONY AT WING WALL �. l i r r. rr rr !L • 1 1 - - '/- .- '" =a . =r • -8.o SCALE 3"-1'-0" DB 'i PROPERTIES , % r\"%ate :.<.., ........,:...,...,.....................<...'�, 4"MAX ,, ,, 4"MAX ,, • LLC -_ e /- +c V SEE �(I I SEE 1----F,IL-- SEE �'4/ FIBER CEMENT 'c5 :." : < / '�� ` --. .-. PLAN PLAN 1 I; PLAN --- VERTICAL I SIDING SEE OP° SAM WRAP INTO ;� FIBER CEMENT + i + ,� :; ,`: .:• _;- ' ' OPENING,OVERLAP7 CONSULTANT FIBER CEMENT \ I i' LAP SIDING • 1 j VERTICAL WOOD _,./.-----/- + I TION FOR - ;� .TYPEi FLASHING H - <--C. PANEL SIDING \ I I III SIDING RAIN SCREEN METAL ANGLE - I rer WEATHER RESISTIVE 1` WEATHER BARRIER,SEAL PER RESISTIVE ° FURRING,TYP r I ---- -11-13- r-i------- rJ '+: RESISTIVE -� 1 I f r i / + MFR REQUIREMENTS IllPOST SEE '�� 7:-11— WEATHER BARRIER, SEAL PER BARRIER,SEAL + I • MTL REVEAL METAL •FLASHING STRUCTURAL �5 • i . MFR REQUIREMENTS I PER MFR / 'I 1 I TRIM PER MFR WITH DRIP EDGE ,-...1,<-.. - 1; I REQUIREMENTS ' d _ - -- 1 ; --..� ' ' I VARIES `''~- ---BRIDGE RD I OVERFLOW PIPE • 8"WIDE FLEXIBLE ' 8"WIDE FLEXIBLE i ' j ; 1 •C STRUCTURE BY SEE PLUMBING . g • l? 4 SEE STRUCTURAL 1-1/2"X,-1/2"TOP RAIL • i BRIDGE MFR -.. -- ��.�- FLASHING,CENTER = ' FLASHING, / + ; ON CORNER OR / i / , + lir ` BLOCKING PER 8"WIDE FLEXIBLE CENTER ON t P I i i PT FURRING / + -r co FLASHING,CENTER JOINT CORNER OR CENTER ON JOINT WRB re ON CORNER OR \, RAIN SCREEN JOINT ;� ; "� HORIZONTAL + IP' STRUCTURAL JOINT \tI FURRING,TYP V + ' , - RAIN SCREEN SEALANT JOINT �, i I i :7„...„,„.„.„/„.,•--- Z FURRING EXTERIOR � ;• r .1 , A UMINUM PLATE `.- , Z-FURRING / • 15 -- FURRING,TYP -,.,�; - ( TYP HORIZONTAL / + W.' if ✓ WITH WEEPS + AX-8.03 /- SEALANT JOINT,TYP pc" ALUMINUM . RAINSCREEN i I ,,r1 I .--- VERTICAL WOOD , + •- �°°A• f •; ;! .::ww.- j11 �._ ......-.... % SIDING /`�L" 1 ' _C�c 1/\ ALUMINUM OPEN i _�OUTSIDE CORNER - I Z-FURRING I = _..... __ TRIM _" _ �-�► - ,L:- __ ... WITH WEEPS i -- --- - ; �„..• / �G I I I OUTSIDE CORNER -- -- ,,-------- X -_ __ / _ . r , + , . ....• . . ..•. • . ,: -_� r / TRIM COLOR TO :,,/�• BLACK i / + —— MATCH PANEL CORNER TRIM -'-+'�-''� O R __�_._.- p . FFIQER CEMENT Wr �SIDING TO FIDE � V IBPANELER s MENT EG LAP SIDING CEMENT TRANSITION 3 BALCONY AT WING WALL AT GRADE 7 BRIDGE SEISMIC JOINT . -8.0 SCALE: 3"=1'-0" 15 FIBER CEMENT OUTSIDE CORNER (PLAN) i, WOOD SIDING OUTSIDE CORNER (PLAN) . -8.0 SCALE: 3"=11-0" • -8.0 SCALE: 3"=1'-0" • -8.0 ' SCALE: 3"=1'-0" AIM — SEE I PLAN INTERIOR SEE ' -8.03 AI CD .- PLAN / /`�' 4 ''r�..---"...-SI)-'.'��� - -8,03 3 I i I WOOD OR METAL STUD �,T- - - -- - I 1 = 1 E I % ; FIBER CEMENT LAP SIDING r. 1 - - .--- —� BACKING AT JOINT . FILL GAPS WITH 1 _ -___ ___. _._...-_._ I . I VAPOR BARRIER SPRAY FOAM I 1jZTI ► FILL GAPS WITH . 1 11171, 2-' j _ LAP WEATHER �� � M RESISTANT �► I SPRAY FOAM / I �► < C BARRIER OVER METAL WOOD SHEATHING OR INSULATION 1"fi�-�`, '► I), �j. INSULATION � {1 � Z FLASHING GYPSUM SHEATHING !� VERTICAL WOOD I r \ 111 FIBER CEMENT �► INSECT SCREEN W/ 6"WIDE FLEXIBLE SIDING SEE 3 1 SIDING I >_<< „I - 1/4”AIR SPACE MIN AT - ;_ 1. 1 CO VAPOR /_ �i BOT OF RAIN SCREEN FLASHING,CENTER ELEVATION FOR ;a � _ / ..� � j, ON JOINT TYPE RAIN SCREEN I BARRIER _, I f r ~'"`-•.,�: FURRING / I;• / /il WEATHER RESISTIVE RAIN SCREEN ALUMINUM STARTER L i r: BARRIER FURRING �\,� , FRAMING PER i ' 1/ < W STRIP w FRAMING PER "`,`.- 1 ' STRUCTURAL 1 I --� I 1 I •�� METAL FLASHING BEAD SEALANT,TYP STRUCTURAL +' CO 171 .itt WITH HEMMED EDGE, TYP /1 I; f ifflCI zLU4, SLOPE TO DRAINj LAP FIEEEN R CEMENT 'i _ %' I '411/- _ _ I 2 INTERIOR I EXTERIOR SIDING 1 I _ ___ N 0 _, _ I � I .x.02 la r`'. RAIN SCREE . -' zl� Iw� ce 1 FURRING,TYP i . - : -1.--%; - ..• `. • . : . -.i IP' p O - W RESISTANT I pp ` / ` FIBER CEMENT SIDING PROTECTIVE MEMBRANE 44- • -8.01 _ -Ai Lial h,. W �/ AT OPEN JOINT /� FIBER CEMENT PANEL EXTERIOR SEE PLAN ' \ , <[ I-' . SIDING ���/// CO, - IT N w 14 FIBER CEMENT STARTER STRIP io FIBER CEMENT VERTICAL JOINT (PLAN) 6 CORNER WINDOW JAMB - FC SIDING 2 CORNER WINDOW JAMB - WD SIDING • -8,0 SCALE: 3"_,'-0" • -8.0 SCALE: 6"=1'-0" • -8.0 SCALE: 3"=1'-0" • -8,0 SCALE: 3"=1'-0" TITLE 3/4"X 3/4"PAINTED STEEL SEE SECTION # DATE DESCRIPTION __JVERTICAL BALUSTER r,-+ EDGE OF BALCONY. 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M.w:w m: ,- r,, -= _-._.._.___-_._,,,____._\ LAP WRB OVERAuthor t Clcer INTERIOR 411 EXTERIOR SAM AND MTL + " w i ,, BALCONY , 6 WIDE FLEXIBLE 1 1 ,I l/• 7-- FLASHING DRAWN BY CHECK BY FLASHING,CENTER ON ..------- � I ': II, INSECT SCREEN W/ PERMIT SET FIBER CEMENT + i OF RAIN SCREEN, JOINTAIR SPACE AT BOT SIDING OVER 1X2 STATUS RAIN SCREEN 1 1/2"VERIFY W/MFR-7,---1 ' � FURRING,TYP VERTICAL PT , DO NOT CAULK ° I�► INN--- FURRING STRIPS I / 03.29.2018 FIBER CEMENT SIDING '; ALUMINUM SEE SECTION ;, DATE SOLID BLOCKING , �X 1 . 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BASEPLATE EPDXY • • 1 ANCHOR INTO SLAB %.1111.AND.OR • 4 . . . . . . ......; . . 11,7 IOF o • f 3129/2018 1%MIN SLOPE --.-- i STAMP • . •• A L• 4, SLOPED CONCRETE •y•• •. `a , •• WALL CAP _tet,i• +iii•r1"i-"mow 11/4111S•i;•• • • ` rill yt•• •,... , tl 430341.130}+::-�, i..1 ,t > EXPANSION JOINT •t..r,•�x•7r•t ?re, •?:�k.�.�..•.:. PROPERTIES lb°iii t•+J: .Xilr :ii .j'. •,T• .44 .. • •{yam.iii``rid:.ti�r�".t�:�ht.-ititgio. ' . - , •t LLC 41 I I________ - , ' . . „-.-1-,......7,-..„,, ...:,., ..-A CMU PLANTER WALL _,._'-_i I i t• 1 Ili ._..l d 1 1 1. { _ I f..--._. • CONSULTANT . 1 I---_-. 1--_I 1.._._...._1 1 1--I ...._.. T;�r„r.i l l l•4KAI %1. I--•--•- I--; I 1-- , ;---_I 1 1._ 'r�4.�Ci}%E�•ri:' i4t` _ ^1 - .'�}:fit.•%.1}i'�i,^,.w:��s�.^.. _ -, 1-=- , i._ 1----1 I I--�I - _I ; -_ ��; ; i 1- --i 1 I • -1 I -1 --1 1--1 '1 I 1._ .._.-1 I t-----1 i • DRAINAGE ROCK WHERE OCCURS • ' BALCONY SLAB ON• . GRADE PER STRUCTURAL ' • • • 3 PATIO EDGE AT PLANTER • -8.1,• SCALE: 1 1/2"=1'-O" . • • CD • INTERIOR . EXTERIOR • SEE PLAN I F-----4 SIDING SEE ELEVATIONS LAP WRB OVER . • .. . PREFINISHED METAL . 2X PT SILL PLATE, 1 - FLASHING SET IN SEALANT STRIP VENT W/INSECT CONC. SLAB,SEE SCREEN • • STRUCTURAL ! SAM AT WALL BASE . 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Z 6 www.otak com 411( 2 ' -8.0 ‘f 21 — • , GUARDRAIL,SEE ,* T21 1 4°. • O4 SLIP RESISTANT FINISH, *RIAN R.FLEENER4 ,/ SEE FINISH SCHEDULE ' w PARAPET DECK FRAMING,SEE * + • -/ %MAK OR WALL SEE SECTION t STRUCTURAL • 1/4"/12"MAX LAP SAMF OVER SLOPE PREFINISHED METAL Of 0 SADDLE FLASHING,PLACE = FLASHING 3/29/2018 OVER FLEXIBLE FLASHING • d .: . . • • 4 AT INSIDE CORNER ► • .".i. 77,:'.-"-,,W • STAMP LAP �� ;:. •: WEATHER � : y, a v � t' RESISTIVE 'f . _: ". r • BARRIER . • �`•:-.:.:=;.;,-;•t,.. .:-.•:;‘,.,: Q • . OVER METAL ,• SADDLE -` '- ••_''•%;.:-i••••••:", . '" _~:� GUARDRAIL SPACER -- -,,- ; `�. ; �• . `� ;a STEEL PLATE,SEE Its PROPERTIES „:„....:-.•,,,,,,,,..„Y, 4•,z I t._ N STRUCTURAL LLC • SAMF ";= , ,,..4 ;`' z; FIBER CEMENT PLANEL •,':1.-1:?-",-;,74-..f,'y>` 1 •-'-'f„' •: '"'• .;:-•`;;:- ' ':..-! 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METAL WEEPSZ FURRING WITH z \. -8.0 CO N 13 CANOPY AT STAIR 2x4 NAILING BLOCK 2 '1 • -8.0 SCALE: 3"=1'-0" SIDING,SEE ELEVS eimealI N 0 • WRB GUARDRAIL,SEE � t) 0) ft SAMF BEHIND WRB, ..— ■ om Ct A LAP OVER MTL SUP RESISTANT FINISH, 8 0 4 ( ' „/ /, I FLASHING MIN 4" 1 • 1( 2x4 NAILING BLOCK RAINSCREEN " " SEE FINISH SCHEDULE iI 114112 W W 1 • 11 / FURRING MAX DECK FRAMING SLOPE TO ' �= SEE - r. WRB LAP OVER SAM i , Q I"- SEE i It INSECT SCREEN SLOPE DRAIN,SEE STRUCTURAL Q PLAN 1 . PLAN - FLASHING AND METAL 1;i ' [� (� E ," , 1 . FLASHING �'i � �i" LAP SAM OVER PREFINISHED CO --• - SEE _ i;i MTL FLASHING EDGE SET • ; . b •. _ METAL FLASHING �"" W SEE i SECTION / SAM FLASHING LAP OVER !4:� • IN,SEALANT . ___f , i _ -,,,u,_A SECTION / -�- i _�` /// ,W /// //7/// /,� r �,i 4 GUARDRAIL SPACER 1 r METAL FLASHING -''' `'� 1/4712" WATERPROOF TRAFFIC TITLE < I HEADER PER i MAX COATING SURFACE • - r/ i NOTE;SEE 9/AX-8.05 FOR ------,/,- � � SLOPE T #. DATE DESCRIPTION i TYPICAL DETAILING ABOVE 4 r STRUCTURAL �_ '� •;` -,:i,- - a______... STEEL PLATE,SEE I CANOPY VENT BLOCK WI = -- Z� =_ STRUCTURAL 1110111°11 - = • F INSECT SCREEN + \\ FIBER CEMENT PANEL ,� `` • '''���`'� '� METAL FLASHING , ` BUTT/SEAL TO SIDE OF a . I: ' a I ' WITH HEMMED EDGE 1 STEEL PLATE,PAINTED a ' ci Ir. ti r BOLT CANOPY TO RIM JOIST • BOLT CANOPY TO RIM JOIST j = "`� i C q - 14 GAUGE POWDER '� _ 14 GAUGE POWDER <y i .................................. 1 l ' H 1 I •,W -.— WRAP SAMF AT CORNER -: ›' COATED STEEL CANOPY -,;-1 I COATED STEEL CANOPY `''� I ' 1pr WRB CONT BEHIND LEDGER --=_ i 1 ' 74.4 - -i 2"CONTINUOUS LINEAR REVISIONS SOLID WOOD WINDOW '.1"111111 i ,� • ••i - SOFFITVENT j NAILER / ilhilQECK FRAMING SLOPE TO ' FIBER CEMENT SOFFIT 7,1 i - . ' - pm; . • __ .i I DRAIN,SEE STRUCTURAL ` /' _ it w i 11� i FIBER CEMENT TRIM Author Checker lel ' v. ,->"<-7.-- •il� � ''= —'r _a� ` WRB FIBER CEMENT SOFFIT ' DRAWN BY CHECK BY F V • „ �.--- BEAM PER STRUCTURAL PERMIT SET �c • • � _-- --'r ! ....--... ._ I IIII . �? i WRAP SAMF AT CORNER STATUS I40 f INSECTAND VENT BLOCK I ' 41111 - . '411111 1'-0" � � ~�'•,�",` � � � PREFINISHED METAL 03.29.2018 �' • 1'-0" ,� _ .o- i % BLOCKING AT CEILING • w FLASHING W/HEMMED PATE sW. i j SAM WRAP OVER ,'1 SIDING,SEE ELEVS EDGE FLASHING METAL HEAD FLASHING SET • i , 17052 • I IN SEALANT WITH END + ' PROJECT NUMBER METAL HEAD FLASHING SET IN • SEALANT WITH END DAMS SETNN DAMS SET ONTO SEALANT -- • ONTO SEALANT BEDDING JOINT BEDDING JOINT VERTICAL WOOD SIDING • VINYL"NAIL FIN"WINDOWNci 8 05 SEE ELEVATIONS FIRE SEALANT AND ■ • 9 •• METAL SHADE CANOPY BACKER ROD 5 WALL AT BALCONY AT F.C. 1 BALCONY DETAIL FLUSH WITH .2018OTAK,INC. 12 METAL SHADE CANOPY AT WALL T WALL • -8.0 SCALE: 3"=1'-0" • -8.0 SCALE 3"=1'-0" A -8.0 SCALE 3"=1'-0" • -8.0 SCALE: 3""=1'-0" reducsdtenta I If this drawing Is not 24"x 36".it has been rged.Scale accordingly. , ..-- STANDING SEAM METAL ROOF MEMBRANTERMINATION 30# ROOFING PER ROOFEING MFR WRB SLOPE R3 'a`/'r_ FELT 17;12 I 2%MIN ROOF MEMBRANE SUMP PAN METAL EDGE FLASHING otak -� !-lei _-,_- ,SL'kt(wc- - CONT CLEAT BLOCKING 1 NAILERS ROOF MEMBRANE - r r 2- - - �// -- - AS REQUIRED LAPPED OVERgiAfi ,AP �'`„ METAL RAKE EDGE /7/ 4 r SUMP PAN i i � r#.:, FLASHING TO I ' "1-----1\/ - MATCH STANDING 1 I OVERFLOW DRAIN DRAIN ` "( SEAM ROOF A [ :_ //1, \ AASDDREGQUERD Otak Ar -cts, Inc. WRAT 808SWiIll 11(111lh l , 1 CO--, � ,- CO r _ �. _ U) t AI ' l Y \ i ,/ `�. � � � WEATHER RESISTIVE . . ..__...._ _. ..... � 1� FIBER CEMENT SIDING ^k'�t a41t° <>" ......\ . - I BARRIER .i WEATHER RESISTIVE 72 " AViIMP VAI I/Lit p____j\r_di 'I CEMENT 440111111111P :LI,Woll / SC ENFURINGPORTAND�. , � S T EXTERIOR 1 VERIFY PIPE SIZE WITH PLUMBING T'`� -. -•.] VENT BLOCK AND SEE PLAN 3/29/2018 •�' BALCONY 1` . INSECT SCREEN (UNCONDITIONED) Imo: FILL CAVITY WITH INTERIOR •_ EXTERIOR STAMP I 4 INSULATION 16 ROOF DRAIN SECTION 41 �, _11,--d---I\ rn--if-ifiti-Lt, ' _8,0; SCALE: 1 1/2"=1'-0" $ STANDING SEAM ROOF RACE EDGE 4 -ROOF EDGE DBG PROPERTIES lir -$. SCALE: 3"=1'-0" ' -8.0; SCALE: 3"=1'-0" LLC I j- r sQ' � SUMP PAN FLANGE BENEATH ROOF WOOD OR METAL CURB CONSULTANT MEMBRANE SELF ADHERING - CAP FROM ROOF TOP UNIT FLEXIBLE FLASHING FASTEN AT 12"OC OVERFLOW DRAIN - DRAIN • 3"LAP FLASHETNG MEMBRANE SHING �,:ice n CONT CLEAT SLOPE SECURED W/TERMINATION ♦' �'`i ■Irby►`� IN BAR ♦ �,/�,M�a_f!�•.f . METAL COPING CAP T "41 �� ' ROOFING MEMBRANE "A ,* ,:��. /o` ' i WOOD SHEATHING I I?I r-= ! I L It BONDING ADHESIVE /41-r 0\/-\<P RO6C .�1 \ /-____‘; Q��Q� ,r� ` ROOFING J . - `g HOT AIR WELD,4"MIN _ MEMBRANE I 16 tar 84 �. iQQ1, iI ! n -8"f• '�, C"tt �dD98 I l 1� I O°\/a0�& i �� HOT AIR WELD __ iY,A \:EALANT • \Pr✓ P� �./ �1 .-' \V, O � 3 ;'`•IJ SEALANT BLOCKING PER ;. •4 i6 V" t A. ` ``, * :'-. `vU��,.441, i STRUCTURAL -—- �// // • / f ' � �' rir • Ilsc•:�t�� t ♦llalrusit�tff� , -- PARAPET WALL . b ) ._ _. j:_ a:4_:::: /r 11 [4"MIN �.. , ''`•►.....,.,....� TRUSS PER -,� STRUCTURAL ..--'�� "u 3 ROOF CURB BALCONY WING WALL ROUTE DRAIN PIPE �' 3"_ , ""--------- \\ �. WING WALLDOWNSPOTOUT . `` r • _$,0% SCALE -1-0„ i ROOF DIVIDER WALL co S 7 MTI.COPING CAP SLOPESELF ADHERING Ilimmi ' A _8,.; SCALE: 1 112”=1'-0" ,�_ i. ,� - FLEXIBLE FLASHING ,\ ,, --- ..... OVER TOP OF ' 441.44 I `v PARAPET OVER ; WRB 3"MIN LU i,1 MI! CONT CLEAT "' ROOFING MEMBRANE � '� Li.. 15 ROOF F DRAIN P LA N: HOT AIR WELD WEATHER RESISTIVE SEALANT I�" % BARRIER • _ SCALE 1 1/2"=1'-0" J SEALANT 1, - $,o �! OC STL CLAMP 2 MIN CLR WOOD SHEATHING VENT PIPE1. �'' AIRSPACE,T \-----"...- a CIG 1 PRE-FABRICATEDN ; �' MAX �� SIDING CEMENT PIPE/VENT BOOT r Q ,. 1 I 65 —..I PREFINISHED METAL __.._ j......--- , a BLOCKING SEE FLASHING STRUCTURAL ' N Q 7.---,.„, „..,,,,, 1 ,, . u HOT-AIR WELD ROOFING MEMBRANE RAIN SCREEN Z SEALANT -- fJ �--'"'-"�` FURRING � = N I:6 BLOCKING SEE fl 0 STRUCTURAL W LL. VARIES ` - SEE PLAN a w��P,''_<. LOUVERED � STANDING SEAM � -_� � ._./,:...____._ 1 ; MECHANICAL SCREEN I i METAL ROOF ! �, W N. o uj PRE-FINISHED WOOD BEAM SEE ' LL L.LJ MTL FLASHING co _ STRUCTURAL '1 ,_� x 0 < I-- TO MATCH ROOF _- f C ----- _ PRE-FINISHED i........:. �- ..-- .i N � �� MTL FLASHING GUTTER AND - �+_^ - ' '-= 1 TO MATCH ROOF 6 ROOF PENETRATION 2 ROOF PARAPET DOWNSPOUT . TITLE / i I FLABSHING WRAP OVER " 1\ I CONT CLEAT A -8.0' SCALE: 3"=1'-0" _8,0 SCALE: 1 1/2"=1'-p" # DATE DESCRIPTION 1 WRAP SAMF AT HSS RAIL PER �_ CORNER RAIN SCREEN STRUCTURAL - A g FIBER CEMENT SIDING Y FURRING HSS POST PER -- .. -1 -- AT BOTTOM OF " "r WEATHER RESISTIVE lee INSECT SCREEN STRUCTURAL _�� s • 2"LINEAR SOFFIT BARRIER,WRAP OVER * - RAN SCREEN VENT AT HIGH METAL REGLET FLASHING 1 • BASE PLATE PER , SIDE OF AND LOW ROOF ACCESS HATCH W/ i COUNTERFLASHING STUCTURAL ROOFING SIDE OF SOFFIT PREFORMED CURB . GYPSUM BOARD WITH TERMINATION SEALANT BED PER < •�. MEMBRANE .. - y, {i I, WHERE APPLICABLE - BAR ROOFING MFR HOT AIR WELD ..—../V___K___. WING WALL i� WOOD SHEATHING, ': ROOFING /� VENT BLOCK AND BEYOND SEALANT ALL •-+_4 SEE STRUCTURAL 74: MEMBRANE V INSECT SCREEN ++ _ REVISIONS MEMBRANE SEALANT AROUND PER +�+ FLASHING MEMBRANE FLASHING,SEALANT 1 ROOFING MFR O+ - SPLASH BLOCK 1 2X BLOCKING +++_ r- F HOT AIR WELD S REINFORCEMENT �, •+� BLOCKING SEE PER ROOFING MFR � BETWEEN EA TRUSS MEMBRANE +�+_ STRUCTURAL SEALANT \ \ FLASHING AT ELEVATOR OVERRUN/ 2"MIN CLR Author Checker �' i WEATHER RESISTIVE REINFORCEMENT +�+ [7`STAIR WALL EXTEND GYP \ ; µ AIRSPACE ( FIBER CEMENT i + I I . ..._ .:_: _.:.._...__:._..::.� h�.� DRAWN BY CHECK BY 1' PER ROOFING MFR • ++ ' + TO UNDERSIDE OF . -,r.�. ...:__::�:_:;:� t� ( ,,�--3ER �� •+' SHEATHING -..., _ PERMIT SET ' �'` vi/ i �i SIDING i • 'r-- �-• STATUS \ LOOCFKTING _,erg mr • u►.rin ri" :, z ! 43.29.241$ ROOF MEMBRANE RUSS r '-.N. N ". `, V / CONTINUOUS ! BENEATH PLATE <..›. DATE S , --- 2X TOP PLATES ; REGLET 17052 `1, v ROOF MEMBRANE FLASHING I I '\\ 01 r I CONTINUOUS PROJECT NUMBER 1BENEATH I BLOCKING PER / ,h.$ PREFORMED CURB }�_ I ` STRUCTURAL / E II AX143 ■ 06 /V \ / / / REGLET PROFILE NOTE:TRUSSES • • PARALLEL TO WALL ®2418 OTAK,INC. 13 MECHANICAL SCREEN 9 STANDING SEAM ROOF PARAPET 5 ROOF HATCH CURB 1 ROOF TO WALL AT'SIM tfthis drawing isnot 24"x36",ithas been reducedlenlarged Scale accordingly" A -8.0: SCALE: 3"=1'-0" A -8.0; SCALE: 1 1/2"=1'-0" A -8,0: SCALE: 3"=1'-0" . ' _$,1: SCALE: 1 112"=1'-0" f f/ ill I Pi II P * � ,,,;,„ ,,,,... . ,,,....„ . ,..... ,.... _ _ _ otak ,_ ,_, Lx. .. . ,... ,_, , _ ._ _. -- -- .- -- -- _ _ -_ _-� �� BRIDGE • ,i ____ ® _. . «• Otak Ar sleds, Inc. • • STRUCTURE - I I1' 808 S ird P.venue, Suite to 300 300 BEYOND 8" •, 9" • ' ' I , 401 ' ' i�I I _ ` FRAMING PER �� SLIP JOINT PER 1" ,, • 8" II' s 1 • SEE -�-— STRUCTURAL ___Zmin 503.287.8825 • i PLAN 1 �`^�, www.otak.com STRUCTURAL -- _.._ 1 1 It , NOTCH SLIP 1 (- II WRB o fes-' 1 -----31 r 70 Z JOINT , 4"MAXI,\ /t; .,,.— PLATE PER SAMA,` BRIDGE RAILING f / STRUCTURAL lj RECESSED KNOX = - ‘ - �- , �'" BOX $7 = STAINLESS 1 I^ ,y/ BLOCKING PER STRUCTURAL BRIAN R.FLEENER4 1 I- T.O.SIDEWALK - STEEL MESH 1 / - SCREEN �� / t'/' 1 PORTLAND,OR • 1�; .•.' 11�1,1�1• ..•. :.•*:..,: t' PLAN DETAIL ELEVATION BALUSTER • %t:1:1:1:1:1i:1:1:1:4i1:1:i1:1:1:1:1:1:1:1:1:1:1 /�I. {� 11t1!!tK►l1l.l+11!!!t1!llt/t!!>!lltlt/1!1!11/!lit.••4,.1tt '- n y OF 11 �`'',. ; ::5:::::::::::::;:::: ::::;;;:: NOTE CAULKING AND RELATED MATERIALS SPECIFIED IN UL . SYSTEMS MUST BE APPROVED MATERIALS TO MEET otak THE REQUIRED FIRE RATING. UNDER TUB I •-:, UNrr 3/4"PLYWOOD NOTE , * UL SYSTEM NO F-C 1161 OR EQUIVALENT CAULKING AND RELATED MATERIALS SPECIFIED IN UL CORRIDOR D . , :.: 3X CAR DECKING VVR 5/8" CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR TYPE'X GYP BD SYSTEMS MUST BE APPROVED MATERIALS TO MEET - , , • . . EXACT PENETRATION CONDITION AROUND TUB AT RATED THE REQUIRED FIRE RATING. . SEE STRUCT FOR WALL -w-teP* WALLS ONLY,TYP . ; . , &FLOOR FRAMING _ TUB!SHOWER * UL SYSTEM NO WL1001 AT METALUC PIPE . , , 1 Otak A ; *tects, Inc. „ ENCLOSURE OR CONDUIT CONDITIONS • "- :'.- - 4‘.. " - -- ,,I..,>-< _,' . - -- -.4 _' -, -,--'. : .4 OR WC ____ ____ ''" " - .‘7‘- , vi\ '"J to-'V“ '' --V.1-- 808 S Third venue,Suite 300 , , FILL VOID BETWEEN DRAIN SEE SECTION\ * UL SYSTEM NO VVL.2003 AT NON-METALLIC PIPE OR P. andOR 97204 CONDUIT CONDMONS '-'1,--, _/ '---71 -/ IA rn *n 503.287.6825 PIPE AND EDGE OF . , www.otak.com .. 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TRAP AT TUB S 12 1 —HR WALL PENETRATIONS S . 5 0 4 1 —HR CORRIDOR/UNIT — • -8.1 SCALE: 1"=1'-0" A 411 SCALE: 1 1/2"=V-0" NOTE a -8.1 SCALE: 1 1/2"=1'-0" CAULKING AND RELATED MATERIALS SPECIFIED IN UL DBG PROPERTIES • S SYSTEMS MUST BE APPROVED MATERIALS TO MEET LLC R a THE REQUIRED FIRE RATING. , 1\e _ NOTE * UL SYSTEM NO F-C-1069 OR EQUIVALENT SEE STRUCT CORRIDOR I CAULKING AND RELATED MATERIALS SPECIFIED IN UL S CONTRACTOR TO SUBMIT UL-USTED DETAIL FOR FOR WALL& CONSULTANT . - SYSTEMS MUST BE APPROVED MATERIALS TO MEET EXACT PENETRATION CONDITION FLOOR FRAMING PIPEi --------__ ,, • . -' --, -:4, ---------- 1NR GYPSUM FINISH THE REQUIRED FIRE RATING. SURFACE PENETRATION .SEE PLUMBING TUB/SHOWER * UL SYSTEM NO WL1001 AT METALLIC PIPE S S 3X CAR DECKING ENCLOSURE OR CONDUIT CONDITIONS * UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR SEALANT RATED FLOOR SEE 16/AX-8.11 FOR • . I SEE PLAN CONDUIT CONDITIONS '*' '''`. PER SECTION ''''''-.- INFORMATION AT • - THIS LOCATION — S CONTRACTOR TO SUBMIT UL-USTED DETAIL FOR . -: - - i EXACT PENETRATION CONDITION 'I "J,;' ,> BEAM PER c, „ : . . . .•. ., - * `; • - % LA 1M 1 STRUCTURAL --- 5/8"TYPE'X'GYP BRD ; PIPE RISER 1 "101,Th • - TRYAPE'c))(vv'GYPITODATB BE .. N. 1 1 • .., ••-_, CONTINUOUS BEHIND 1_ _ ___ _ -— - •‹?" .<> • ''- ,,A.. L{ , 1 `-' TUB/SHOWER ENCLOSURE ' <> C) 1 ,, NT -; .. - . . ,•• • 1 r ., , , 5, • • , 0 \ iej flf Ifftf , Ill, :... ,,.: rizatkEy3/mIVE`PLYWD j II I LI J UNDER TUB FOR 1-HR RATED,DOUBLE li ill ' t 114 „ . .' B , .. . ...,, ... f .., '-' '-7,.-Xfc-r ---- ,,,7 ,- LAYER WOOD FLOOR! I - - '4 — r CEILING ASSEMBLY 0 FIRE STOP ..,-"-- ; !.• -.:•,-:::-:-:."•';',,V.-,',,i ',:.,,:v5::-.::'-':,' -:',-;;,1,::=. SEE PLAN SEALANT CO . SEE SECTIONS ID CORRIDOR ......1 .70c.... 15 RATED WALL & FLOOR AT TUB ii 2—HR WALL PENETRATIONS 8 RATED FLOOR PENETRATION 3 1 —HR RATED BEAM WRAP 1.- • -8.1 SCALE: 1 1/2"=V-0" S SA -8.1 SCALE: 1 1/2"=V-0" S S A -8.1 SCALE: 1 1/2"=V-0" A -8.1 SCALE: 3"=V-0" S S 1.11.6 in . , : BLOCKING FOR NAILER Z 0 — OUTLET BOX,TYP ,v ..--, S,:,-, EE STRUCTURAL 6111.1 :.-- NAILER AS REQUIRED I ,fft . y AplittFilagifigf_.... 1C-.._14-e*---,4°IfIIV_WARM/ AC -- its ...:_-----, — lizy --..--, . , ,_ ;' - SOLD WOOD MEMBER, LU ierI-- H-- X' . • 02 1-- - '-:/. y SEE W III SEMI-RECESSED FIRE APPROVED FIRE RATED SEALANT .,_ . ..• -441 ,, :• SECTION Ce EXTINGUISHER CABINET,OR NONCOMBUSTABLE ' AT EACH SIDE 411P ' it STAIR ,_ ; ,. UNIT 11110.111.11 • et • ELECTRICAL PANEL-INSTALL FIRE STOP AROUND z .,- -'411111 :.- < 0 • Ili PER MANUFACTURER'S ALL MEMBRANE 0 ,- P .; _ .. 4_ s, A , ,- .4._:41 LL. I ; INSTRUCTIONS PENETRATION,TYP g: g ..-: ,-,-, ,';-•,, --,6:;'- L ;, . ., < . • 2 < > :;:.. 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' , % ' ,._-'.:1 'i d-. • ;:', - 4.- \ . ., . .- . /.< NONCOMBUSTABLE z SOLID WOOD MEMBER REVISIONS FIRE STOP AROUND ti 0 = / :*.„:__ • , . • . , - • ALL MEMBRANE 2 PENETRATION,TYP D < ... .. . ,.,.........-,- -. ,„,, .- . -. : :. ., .. . _ , : . . .. , • El Author Checker 2 a) -: -. , r • •b t- , ,. :, DRAWN BY CHECK BY SEE PLAN • _. z .e> atittillittign • . c4 2 . I ,.: TIVIIVI1f11 , PERMIT SETSTATUS •S • . 4 O I\ • x • -.'*':,',:!':.:7:::.".•• ••:r: .' :,.:.'„:-1, 03.29.2018 --. ..-- , 1 •• . 17052 , _ . CI ...---- , ----... 38 2x CEILING FRAMING WITH :_._ GYPSUM BOARD CEILING „. .._ : ... CORRIDOR 2-HR STAIR I SHAFT PROJECT NUMBER _ ____ FLOOR JOISTS PERPINDICULAR TO WALL AXE 8 • I I • _ 9 2—HR WALL OUTLET PENETRATIONS 5 2—HR STAIR/ CORRIDOR 1 2—HR — JOISTS PERP TO WALL .2018 OTAK,INC. At - OS S A -8.1 SCALE: 1 1/2*r--11-0" ' -8.1 SCALE: 1 1/2"=V-0" A -8.1 SCALE: 1 1/2"=1-0" If this drawing is not 24'x 36",ft has been . reduced/enlarged Scale accordingly. ,... .. • otak ,,,,,,,,• ..,,,...„, ,,, '4 Otak Arc. ' ects, Inc. 808 SW ird A enue,Suite 300 Po and,OR.97204 - 503.287.6825 ' _www.otak.com . •, I 4 ti 372# •'IAN R.FLEERER/el • PORTLAND,OR Ili • 3/29/2018 STAMP --IaLtrrkA 1-1-1,• DBG PROPERTIES LLC • CONSULTANT 5/8"TYPE X GYPSUM BOARD EA SIDE OF COLUMN • Jr N. .. ‘ it, . COLUMN PER NON-RATED WALL ri STRUCTURAL PER PLAN CO -.J 3 1 -HR RATED COLUMN IN NR WALL Cl) tii .8.i . SCALE: 1 1/2"=1'-0" IL N N • Z C 1- i , , NON-RATED RATED FLOOR �� `� WALL PER PLAN PER SECTION jr I' • CE ti, ix. w „„, __ , A i Ce STUDS FOR NAILINGN N 141( 1.1... AT WALL a i SEE PLAN INTERSECTION 2X WOOD M BLOCKING .---.„-<•-' L11 coN 1 A.1111 N ,-- rr, ` ' II = N WA g _ W ' � SEE PLAN e T IX NON-RATED =I ��GYPSUM BOARD TO 0 WALL PER PLAN • I REMAIN CONTINUOUS CS) 1111111111.11/� AT RATED ASSEMBLY I - 4/ /-`� CONT SILL SEALANT W i 0 W EA SIDE OF TOP PLATE = p < T ' 5 1 -HR WALL INTERSECTION •2 RATED FLOOR TO NR WALL 1-"' IT pw z ' -8.1 , SCALE: 1 1/2"=1'-0" ' -8.1 , SCALE: 1 1/2"=1'-0" TITLE # DATE DESCRIPTION NTUDS FOR AILING AT WALL CORRIDOR INTERSECTION 2-HR WALL, SEE PLAN IL w wNI "5,, 1)(1 • IA; X iL • X V y.' S \-- REVISIONS REMAIN BOARD RATED WALL AT RATEDCOASSEMBLY •.--\ PER PLAN I Author Checker - SOUD STUD FOR DRAWN BY CHECK BY • NAILING AT WALL UNIT UNIT SEE PLAN i INTERSECTION PERMIT SET STATUS TYPE'X'GYP BD T CONTINUOUS BEHIND T 03.29.2018 • STUD AT INTERSECTING NON-RATED WALL • DATE �/T"'"' PARTITION PER PLAN ! 17052 PROJECT NUMBER V AX-8 a 12 4 2-HR WALL INTERSECTION 1 RATED WALL TO NR WALL .2018OTAK,INC. ' A -8.1 SCALE: 1 1/2"=1'-0" ' -8.1 SCALE: 1 1/2"=1'-0"• If this drawing Is not 24"x 36',it has been reduced/enlarged.Scale accordingly. , VARIES --, SEE PLAN 1 44: COUNTERTOP 41' 2'-0"MAX ..i. ' • • • 4 00.>„. .... b 3/4"MELAMINE SHELVING Otak Ar . . ects, Inc. BACKSPLASH MIRROR , ;,- WITH FACTORY EDGE AT ..,,,_____,....,..1 2"--? , 808 S ird A -nue,Suite 300 • . FRONT EDGE A. Pa -nd,OR 97204 FIXED PANEL 1 r 4 / 1 - ma 503.287.6825 7; C) www.otak.com -------...... ....„..,.......„..... ... LAVATORY I 4. COUNTERTOP COUNTERTOP :- &BACKSPLASH - 1 &BACKSPLASH 1% 1 x 2 MDF CLEATS AT WALL / 4 / W/45 DEGREE ANGLE CUT AT INSUL WRAP N to!"4:4_..1•.‘tf., PLUMBING 1 , / to ti. LOCATE REMOVABLE FRONT EDGE,TYP ,,--_-•.,,) --_________ -,-1-- ,. \ .. t 1 / 2 11.I-1 •, / EC/IV DINO F TCAOTUNOPENT co .i... 312' . KNEE CLEARANCE -*1 / WALL BEHIND ==3 ‘b a. A lb •-• z b ..- „, 0 ,--/ WALL BEHIND e- ,---.7 - _ ___ / 2 , REMOVABLE CABINETRY — (. 1 ID COUNTER BRIAN R.FLEENER4 / te, TO BE FINISHED i ' =. 1. 64 == REMOVABLE CABINETRY to _isk---1" FACE OF WALL , ,. .- ----A Ill 'N''N'N.„,,,, — ff!if 1.E.q ce g ig . ., ,-.>II ;111 , TO BE FINISHED , %.01111.AND,OR REMOVABLE <co 2 z ;•.- : IN CABINET D C4 to 0 b 2 c% I=1 FLOORING TO 'i OF 0 NOTE:ACCOMMODATE \ N--------6.2 '-----7---''' -''...^''' 2 0 co 0 •1- 0 02 14 / KNEE CLEARANCE BEHIND 2 FLOORING TO 3/29/2018 REMOVABLE CABINET @ b CONTINUE UNDER cd ' ."-,..., ,, ./ Z Cu0NoNTIERNUE ." TYPE A UNIT AND TYPE B CABINET _.i _ -1.5. A. •, CABINET to STAMP a • • L 30"CLR MIN UNITS USING FORWARD r • r I. 30"MIN •'-'REMOVABLE CABINET' NOTE:SEE 20/AX-8.13 FOR . . APPROACH @ LAVS,SEE , . 8"MIN I REMOVABLE CABINET UNIT PLANS FOR • • LOCATIONS ' 6" 11"MIN -I' SEE UNIT PLANS/ELEVS .• P VARIES t- KNEE SPACE J v.-3V e— . -- - atP . • -I SEE UNIT PLANS/ELEVS . REQUIREMENTS. ' MAX .1-L-Ii--0....:1--1hir. • DBG PROPERTIES 20 ACCESSIBLE KNEE CLEARANCE 16 REMOVABLE KITCHEN CABINET 8 REMOVABLE CABINET AT VANITY 4 UNIT SHELVING LLC -8.1 SCALE: 1"=V-0" • -8.1 SCALE: 1/2"=V-0" • -8.1 SCALE: 1/2"=1'-0" A -al , SCALE: 3/4"=V-0" CONSULTANT • I. • • 1 COUNTERTOP ADJUSTABLE WIRE SHELVING SYSTEM _ INSTALL ELECTRICAL . ..ii„ \ OUTLET OR SWITCH BOX 4 HORIZONTALLY [.I .; AL_____ • CLOTHES g HANGING ROD Ilk 2 AND HANGING 2 ACCESSIBLE WATER CLOSET 39" TYPE A LAUNDRY EQUIPMENT 2x6 WOOD STUDS AT 16"O.C. ROD BRACKET 2 -al, .1,• I 1- z N- FINISH PER u.. SHELF BRACKET THAT LOCKS ,..!(_ INTO WALL UPRIGHTS FOR 36" .• 1 iiii J 42"MAX ri-i D SCHEDULE ' ‘.; SUPPORT AT NUMEROUS HEIGHTS • 2 ''' .6. . -16 -1 It ui in 12" 54"MIN 1 z 24"MAX ,, co a. ' l• ..,) 2 61, FINISH PER SCHEDULE AT 0 MOUNTING RAIL ATTACHED 1 MIN 12" 42"! 2 • . 1 1 F- ".-----------------._._,_____._.____._.s 1- • • to , 1 REMOVABLE CABINET fo TO WALL STUDS • • . $' MAX 411 MINI -,- 1 1 4 1. 0; TO CONTROLS •--......____ , • h :01 . ; '---- KITCHEN CABINET,REFER TO AJUSTABLE WALL UPRIGHTS MAKING 3 [7 1 _,--1 -nci I=' iff-r- 03-'r 'fk cc_ L-1-lic 1 ° INTERIOR ELEVATIONS FOR SHELF ADJUSTABLE FROM A MINIMUM r' ADDITIONAL INFORMATION OF 42"TO 60"IN EACH CLOSET '--- ---'°'''..--- t ,.......„.? 18 , 2 (113 'It tr3 g -I 74;7/4- DISPENSER PLACEMENT AREA _71 lit, INSTAU_ 1901 r"--- PEDESTAL AS -A I GYP BD,PAINT CO • _ ' FLUSH ' 1 .._,q 41 qif) . 6 A 7 NECESSARY TO :.---< I— . tio ce) g =IA_ E.. • ACHIEVE 15" .a. ilium 2 LEVER ON 5 co z A MINIMUM TO al , co WIDE SIDE 1 u i D: B.O.OPENING .. , 3 CLOSET SHELF/ROD to ci OF WC • * 0 6 6 7 UNIT KITCHEN BAR ..... i„,,,, . ,. VI --. 1 . 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I FIXTURE MOUNTING I PLUMBERS 1 I -1-- + --1- - -11- — 36"MIN 24"MIN • 54"MIN 12" ,, 24"MIN 24"MIN 14 MEMBER •3•1• ararell l• lo TAPE(OR -,l• i. • ./ . . or MIN • 4 18" 18" ,1 -.1' • APPROVED 0 / I CO ZS1 < 12" L EQ 4, EQ _., MAXi 42"MIN CLEAR 1 CLEAR , c.6 15 3/4" C. 12" . / •Ir •t- II 1 I EQUAL) 1 11 -- '''.- e 1.-0".1, im / c MIN ,çc. -, • r 1 $ 1 L. 153/4" t 15 3/4" .i„11 -I MIN 61- STRUCTURAL if ,) i-. \ — = gi LU WALL r -1 -- : i 1 -I 1 I i' h• CI ji 3 ft i r e, ,rMEMBER /I I \ 1 rt".. ..--1-1--"%r 1 2 • is 1 ..... - _ _ _ _ qi b Ilin c3) 3.3i'lb- .,.. \ U) ce W I 1 f i I t i 1 1111111111111111111 I I Ili A.0-- i .. ..... ,..... 11 to , .,„.,1 .. 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DATE 15"-16" BATHTUB WITHOUT BATHTUB WITHOUT BATHTUB WITHOUT TYPE A/TYPE B BATHTUB • TYPE A/TYPE B TYPE A/TYPE B 1 1 , -a?' • 1.. " PERMANENT SEAT PERMANENT SEAT PERMANENT SEAT (BACK WALL) (CONTROL WALL) (HEAD WALL) 3 i-- . , 17052 (BACK WALL) (CONTROL WALL) (HEAD WALL) w; 1 % 1 ....... 1 PROJECT NUMBER L,- it .,. f.t 2 g ?kr NOMINAL DOOR DIMENSION Ax8 , 1 3 • • 0 2018 OTAK,INC. 17 ACCESSIBILITY MOUNTING HEIGHTS S 5 5 DOOR CLEAR WIDTH S 1 ADA SILL TRANSITION Sff this drawing is not 24"x 36",it has been ' 8.1 SCALE: 1/2"=11-0" S S • -8.1 SCALE: 1"=V-0" 5 • -8,1 SCALE: 6"=V-0" S teducedienlarged.Scale accordingly. otak 4., Otak A : Alects, Inc. 808 S Third venue,Suite 300 • P. -nd,OR 97204 n 503.287.6825 www.otak.com - • ,..47 • • < 4....>'-': p , 3721 BRIAN B.RIMER s. • VOIAND,OR% . A. 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I W ` f # �s i / I ti-€ I NOTE: WALL i Cl) j E 1 1 F i I .1:=-1 } + I1 --j i .' - NON-RATED WALL ON ASSEMBLY UL 0356 Q -� f I_ ���—! I - -I ,---� 1 I-_-f � --_( 1---7:---1 I_�----•-1 I 1-77-71 i � � I � - a _ INTERSECTION BASED � I� Vr Lam. H 11--_1 11'•---; ( 1 1 ---1 1 1--1 1 1'= 1 1 IT-L1 { ..-•---1 - I l:1.=:� 1 H: 1=1 . I:.: PER PLAN (g.:). ..... 1-- � Q -4, TITLE 10 UNIT AIR SEALING DIAGRAM 6 AIR SEALING CROSS SECTION 2 EXTERIOR WALL INTERSECTION # DATE DESCRIPTION _8.1 SCALE: 1/8"= 1'-0" ' -8.1 SCALE: 3I32"= 1-0" A -8.1 SCALE: 1 112"= 1'-0" At �.1 •�• 4 REVISIONS ASP.°&. 91-iripirAuthor Checker DRAWN BY CHECK BY ROOF TRUSS a PERMIT SET CEILING FINISH '���1 UNIT STATUS - WI SEE PLAN 03.29.2018 AIR/FIRE SEALANT OCL UNIT - DATE RESILIENT CHANNEL 17052 WHERE OCCURS PROJECT NUMBER 1 WALL HEAD AT TRUSS A)(-8 . 1 5 1 _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 h.: Otak A ects, Inc. 808 S Third A enue,Suite 300 a Po and,OR 97204 m- n 503.287.6825 www.otak.com 1'-4" / ii — • ` ` MIN CLR - — 1/2"RADIUS AT ENDS ,� „�. ..— . t fil 3120 3/8"• 1/2"...,,, ,c, � BRIAN R.MENFR� z • x 1 STEEL 2,410.4%14.410., g - • / FLAT BAR P(SR'f(.AND,QR 3/4" 3/29/20018 TOP OF SLAB _ �. STAMP 1-1/4X3/16"GALVANIZED BAR :2 '° STEEL ANGLE " ` •`: ° . GRATE WITH TYPE H-3 ". <t — SUPPORT(TYP) 1 I SADDLE ANCHOR(1"MAX PROVIDE BLOCKING ' f } CLEAR OPENING SLICE IN IN WALL BEYOND& �, a_ ..: HALF FOR REMOVABLE} j j SECURE ASPROPERTIES I 1 -4:: ♦ REQUIRED LLC •1 Q " Y .-\' J• \ •G y �, Y• •, • CONSULTANT ,„,.. ., •4'. \,•' °�'� \� . 3/4"MIN DIAMETER . - ' •\° '\ •• `\4•\ •`4 • • . - 7 STEEL SAFETY .. ♦ `-\•••'-' \ b RUNGS(SCORED FACE OF SHAFT WALL -4,-":" \`Jv.•� - L2-1/1X2-1/2X1/4" OR ABRASIVE)(d 14 /j�`$ •° GALVANIZED ANGLE / PLACES(TYP) • J' •° - :•• _ :` - WITH(2)1/2"DIAMETER : X5"WELD STUDS AT 2'-0' ANCHOR FLAT 4�,•. •` NOTE GRIND ALL 1"ti �1" a WELDS SMOOTH AND ° • = -: ----° 1 O.C.AND 4"FROM EACH 1 112"(TYP) BAR TO PRIME PAINT,PAINT 4' •'' < • • `�' [ END STRUCTURE - . • ' ALL STEEL,OSHA "• "YELLOW' I . 4..).1 ELEVATION SECTION 7 SUMP PUMP PIT GRATE 3 ELEVATOR PIT LADDER DETAIL • _82 SCALE: 3"=1'-0" • • -$,2 SCALE: 3/4"=1'-0" T • 90 MIN RATED RAIN SCREEN ELEVATOR DOOR FIBER CEMENT SIDING FURRING FLOOR FINISH INSECT SCREEN GROUT AS AT BOTTOM OF REQUIRED WEATHER RESISTIVE attill' -:{ RAIN SCREEN ® CO MECHANICAL EQUIPMENT BARRIER,WRAP OVER :i COUNTERFLASHING ELEVATOR DOOR SILL BY +/ PER MFR METAL REGLET FLASHING WITH TERMINATION MFR TO COMPLY WITH ICC _"J BAR Ir— MEMBRANE SEAL FLASHING WOOD SHEATHING, _ ♦ ; ;; __.� A117.1-2009 407.4 Z ' SEE STRUCTURAL r ROOFING ''` • '"`' fi�� &REINFORCEMENT PER •----•, ilitgilli fy • WROOFING MFR ��. MEMBRANE '•-a•�- . . . , -;`• � �_`�• • .� - '•.°••. . .'.�. W fT /_,,,,,./::/:),,,,./ .,..:. �T �� /T / u • FLASHING MEMBRANE Q • = ROOF MEMBRANE r' �� HOT AIR WELD STEEL ANGLE PER • + CONTINUOUS BENEATH 'S ' .�-�- STRUCTURAL IZ. I ' 6 + SEALANT - ` .- - r SHAFT • PREFORMED CURBV- ! e : _.. ''► — ELEVATOR SHAFT E VERTICAL FIXING ANGLE LIN Q ELEVATOR R ...„ _ , _ • 2,0,1 MF (2. ct Cf� FIRE SEALANT,i-_-„,-.-_,..-"x.-4,----_-jr.,,,ii„ -.,-,..„,- ------,--_-..„__.„-,-• --------! -_ TRUSS BLOCKINGy I"jrfr- _ < W U FIRE SEALANT SEE STRUCTURAL W N EXTEND GYP TO EXTEND GYP TO =.' ; Z c UNDERSIDE OF • t _ UNDERSIDE OF / •‹-L) T' SHEATHING ••••••' a- -' n M Csi SHEATHING • - = '�� mauT ri GIRDER TRUSSGIRDER TRUSS __ _ SEE PLAN Lz. W AND HANGER SEE ,,„,..-- - IP/ AND HANGER SEE _ �� STRUCTURAL • STRUCTURAL _ _ 5:1) O Lj.. /— STRUCTURAL -ti -- --�, _ o Q NOTE:TRUSSES NOTE:TRUSSES = = t."? Q LU TO WALL - PARALLEL TO WALL - - - ( ......1 AT SIM AT SIM - I t-- i— W 10 2-HR SHAFT AT ROOF 6 ELEVATOR SHAFT WALL AT ROOF 2 ELEVATOR THRESHOLD TITLE • -8.2 SCALE: 1 1/2"=1'-0" • -82 SCALE: 1 1/2"=1'-0" • .8.2 SCALE: 3"=1'-0" # DATE DESCRIPTION • y g �--! [ ]SEEPLAN tl T - SCHEDULED BASE SEE PLAN 1 SHAFT - SQUARE STEEL HSS ```-•---_ AT TOP OF GATE 9x4 vER77C 28. CEDAR SIDING - STEEL AN • t /t (PAINT BLACK) . 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P 9x4 VER7jCgl ?0'- n E CEDAR SIDING i _ LLC ►l � � '" � :? : PA�MENr,SEE ,.,•.;,91; •,• • • • CML ....-•••-•--....4.......���,��� I 1 `r , .T;; ONCRETE FOO y , in __i ,,� y TING CONSUL✓ `` /--..........,,......... .41-41 .--,1-.---........ iliz LLI, . . . . /. a ': `' #��_ 4 -=°,. 8017 CANE BOLTS • _ _ • 1 2 WASTE OPEN PL Sqr CLOSED O �' .,a • :. t'14 ' f �! '- :f `.g 09 SC r ��C��SU STB O ONV FOR LwCH _ • .'• ° , i. " , ALE: f x.-. REQ `.�1 5 i °a' ( ,4-- RP -909 SCALE. WASTE ENC,�pS `�' = •% (• �� �` • -. ( i ALE: 3"$q.�„ URE " SCREEN ��.... _ r `-- EEN PLAN I r' _-1 , r ,FOOTING ' BOLLARD DETAIL COPED C 09 SCALE: 1/2" 1,,0„ MU CAP --______ •7,I► _____ - 20�.op 8"GROUND Fq '���,� r �J r STANDAR,.FINISHED FACW 1 % �1 '� L_ - - • (---Ak- INTERIOR SIDS r �'- ; -+: :-" . = . +.,• AND 48T• WO BUMPE +- •4 .4 • •.'•• a••4.d.• • . -f: `o. v. ••'% ; ♦ ear •'• R- ; . • ...4 • J - EMS EDa D AN (SHED FLOOR W ED A7�2�, / '.,.'•..a': •.,d,i• t•..•• j •::a-4 .t+ ..t..4.2 •:•. i-� ••. 4 ,• • + •••a• < . .:rd..• _ - TYP HORS INTExp fammil O soi. BOLTS O �. g. / :; , .. .. ... « ,;: . .'. J ; t•, •4,i : . , AT ALL IN LID GROU p ANSION , 8„;:••• • • 't, .a4.' -. +ti . ,`_ ,a jy: • -•� �':�Q 3" -+! :;_ d. �'``•' ,.•.• RIOR WALLS CELLS 4i- wiliestilLii _'!! .•- - ' ! . 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' 4•t•• - ,? ,!.'•,:4a.d•- •4. ,••P. �',4+! • ' !• •. .• +4 ,� ax , a ,�••', a r - • s. -4 ' `'-' ' l •- •"! w •y'r•• 4Ctf Z a+• •e1 .4 ♦ .• a4: •"'•'i •. '4 4 'i. , t t' . ., - ,, 4. ' a ' •• ' : ''ls, •C oi • • • • • • ; d � .. • • */' / Z • a . + t , : 4 - « r • , .e '.• ,t +• 4 • •• # : : • ,' •.. ..... • a .� =a. ,• ;+ •• Z • aw r . _ , • ` '. - V; Cr • _4 j T.. F.. • • • / / as., ' :•- ` , -�� •' • .. • �' _ ' , i.- • •• • r • ♦ , '`• ' - �''r* ''M'. • '` r ••.• • • r. 4 • • sa :.t �•{` •ia .4 '�' i, r ; • • * •'�- i; // rC • t •� ' *" 4: , y + 4 • ! � • • • ' •.'4 •CONCRETE SIA • , `y , • ' •.4v • ••• •` •'-+ •; _ _ i_ . . . \ . ,----, EROSION AND SEDIMENT CONTROL PLANS (1200 . c ) ti /A , . / . s ERCT \> Otak, Inc R��r C 808 SW Third Avenue, Ste. 30 Portland, OR 9720 "�' DEVELOPER STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDmONS OF THE 1200-C PERMIT. 503. 287. 682 il,�%� / , PROPOSED THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE www.otak.com y / �' r UBDIVISION CONTACT: NAME CONTROL PLAN DRAWING NOTES: WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, i ADDRESS ;' THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. F,D PR�F�Cf 7::// „ CITY, ST ZIP 1. Hold a re-construction meetin of ro ect construction ersonnel that includes the ins ectar to discuss erosion and V��G‘NEF'Q /O" PHONE: XXX-XXX-XxxX P 9 P j P P BMP MATRIX FOR 91573PE 9l` fsediment control measures and construction limits. (Schedule A.8,c.i.(3))SWC.fiES VIEY,ST 2. All inspections must be made in accordance with DEQ 1200-C permit requirements. (Schedule A.12.b and Schedule 8.1) PRELIMINARY i/ Inspectionlogskeptpermitrequirements. (ScheduleB.2) CONSTRUCTION PHASES OREGON co 3. must be in accordance with DEQ's 1200-C 6.1.c and s� 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local �- M T s `zS �c 1 j7/ PLANNING ENGINEERING / municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retained F p, Ci. -0`c - -. SWV�ItNS Iby the permit registrant but do not need to be at the construction site. (Schedule B.2.c) oIKLL // 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 A - T the ESCP is a violation of the permit. (Schedule A 8.o) COMPREHENSIVE LIST OF AVAILABLE BMP'S. STAMP EXPIRES: 12131/2019 OTAK INCORPORATED 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) T T ji' r--- 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 MASS U ILITY S REET FINAL WET WEATHER CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION {OCT. •- 808 SW THIRD AVENUE, SUITE 300 necessary revision to DEQ or Agent within 10 days. (Schedule A.12.c.iv. and v) 1•MAY 31st) - U u �� r EROSION PREVENTION 8. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of DBG PROPERTIES -�,. PORTLAND, OR 97204 PRESERVE NATURAL VEGETATION "X X X X X X �1 PHONE: 503-287-6825 erosion. (Schedule A.7.a.iii) GROUND COVER x x LLC `` l� J FAX: 503-415-2498 9. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important HYDRAULIC APPLICATIONS `'. J trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site PLASTICSHEETING X X X X NARRATIVE and sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. (Schedule A.8.c.i.(1) and MATTING x X X .��� /'/ (2)) DUST CONTROL X X X X x x TEMPORARY!PERMANENT SEEDING X X X EXISTING SITE CONDITIONS 10. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and BUFFER ZONE x `94 after VACANT PROPERTY after grading or construction. Identify the type of vegetative seed mix used. (Schedule A.7.a.v) OTHER: searlNrcoNrROL 4'�� Si 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)) `n BP �- 12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers SEDIMENT FENCE IPTRMETERI .x x X X X X CONSULTANT F DEVELOPED CONDITIONS SEDIMENT FENCE(INTERIOR) X X X X -FAMILY SUBDIVISION AND UTILITIES prior to land disturbance. (Schedule A.8.c.€.(5)) DEWATERING X X f * MULTI13. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstream channels and SEDIMENT TRAP streambanks. (Schedule A.7.c) INLET PROTECTION x x x x x x L NATURE OF CON. TRUICTION 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 STRAW WATTLES X x X X * CLEARING (MONTH 7/2018) construction, both internally and at the site boundary. (Schedule A.7.d.i) FILTER BERM 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 \ _ * STREET CONSTRUCTION (MONTH-MONTH 12/2018) dirt access roads or utility pole pads.(Schedule A.8.c.ii.(3)) PIPE SLOPE DRAIN OUTLET PROTECTION X X X X ` 1 I * FINAL STABILIZATION (MONTH 12/2018) 17. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i.(7)) 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 tire 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 SIGNAGx x X X X X HAZ WASTE MGMT X X X X X X ^ SITE SOIL CLASSIFICATION: 20. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from cleanout of stucco, v, !� SPILLKITONSITE x X X X x x 1 X400 paint and curing compounds. (Schedule A.6) CONCRETE WASHOUT AREA X X X IJ I 1 - ALOHA SILT LOAM (HSG 'C/D') 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, LO[HER: ■ . . 11B - 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 machinery, as well as debris, fertilizer, pesticides and herbicides, paints, solvents, * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATERS OF THE STATE. `1 11C - CORNELIUS AND KINTON SILT LOAMS (HSG 'C'}{7%-12% SLOPES) ry # SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. O Cii) curing compounds and adhesives from construction operations. {Schedule Aresponse limill7 ��� - ��� ���tj�j N 22 - HUBERLY SILT LOAMS (HSG C/D } 22. Implement the followingBMPs when applicable: written spill prevention and procedures, employee trainin on spill Z I 0411,14/111 +� �� 37C - QUATAMA LOAMS HSG 'C' 7%-12% p PP P 9 Ps I 1111j11if J- ( ) ( SLOPES) prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, RATIONALE STATEMENT JLii ���r material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Schedule A.IL • .1 �� ( I II I . _ ON-SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. ALL FILL7.e.iii.) Q ' jor A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES BMP OPTIONS BASED ON DEQ's LLI ��••��// 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 sail. (Schedule A 7-a.iv} (BMP) Ll. 24. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to minimize GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. 2 N't4e1101,,,,,,,,,, . I Z UTILITY TRENCH SPOILS. pp gSOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT W nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone.iii\k, (Schedule A.9.b.iii) EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON Z F -] RECEMNG WATER BODIES: 25. If an active treatments stern (for example, electro-coo ulation flocculation, filtration, etc.) for sediment or otherpollutant SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO UJ SW HUNZIKER STREET PUBLIC STORM CONVEYANCE TO THE REDROCK CREEK AND y P g THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO -- EVENTUALLY TO FANNO CREEK. 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 Lii:,1041F4t. 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 0 Z O� according to manufacturer's specifications. (Schedule A.9.d) Q /1111 PERMITTEE S SITE INSPECTOR26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is responsible for a. 2J I- •:(0/ �� COMPANY/AGENCY: OTAK, INC. ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.b) 0_ W I I 27. As needed based on weather conditions, at the end of each workdaysoil stockpiles must be stabilized or covered, or other a g % PHONE: 503-415-2428 PO - 1 i I i � \ 503-415-2304 BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading to surface waters. - o W 4] FAX: (Schedule A 7.e.ii.(2)) Z 4:9 ' E-MAIL: ROBERT.FISHER@OTAK.COMCO ] 28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather. (Schedule A.7.a.i) Z Ma 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 Q 0 r� <� -1 11.1111 DESCR PTION OF EXPERIENCE_ removal. (Schedule A.9.c.i) 13 U ��� 10 YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL 30. Other sediment barriers such as b€oba s : remove sediment before it reaches two inches depth above round height and EL Z, 12 �� MEASURES FOR VARIOUS JURISDICTIONS IN NORTHWEST OREGON AND before BMP removal. (Schedule A.9.c.i) g ) p g g mil O W . 1 i -�.1,__Hri,„ �j ■� - �� SOUTHWEST WASHINGTON. 31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove W O (n '/ , iii € trapped sediments before design capacity has been reduced by fifty percent and at completion of project. (Schedule A.9.c.iii& > O O HAI 4 tI IINSPECTION FREQUENCY: 32. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the U W sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream ' =�� SITE CONDITION clean-up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. (Schedule TITLE Mk 'RO CT DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF A.9.b.i) # DATE DESCRIPTION Q J L I _ + 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 E: ■- 1j;1ju„! 0011 lk I 1. ACTIVE PERIOD material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii) SHEET INDEX E /■■ 11l1fN►1,��- , 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 z Nom ii,iii1�f��;� `�"," REGARDLESS OF WHETHER STORMWATER RUNOFF IS should all construction activities cease for 30 days or more. (Schedule A.7.f.i) %,,,___ 1111 ���+` 1 �' OCCURRING. 35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a sONCETOENSURETHAT EROSION AND SEDIMENT CONTROL covering of blown straw and a tackifies, loose straw, or an adequate covering of compost mulch until work resumes on that EROSION AND SEDIMENT CONTROL PLAINS -� 2. PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY portion of the site. (Schedule A.7.f.ii) -q 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 EC0.0 COVER SHEET & GENERAL NOTES wVICINITY MAP LEAVING THE SITE. established. Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must EC1 .0 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) 5 (14) CONSECUTIVE CALENDAR DAYS. iii) EC1.1 REVISIONS NOT TO SCALE CLEARING & DEMOLITION PLANS (2 OF 2) D 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EC2.0 GRADING, STREET, AND UTILITY CONSTRUCTION 3 PROJECT LOCATION : PROPERTY DESCRIPTION : INACCESSIBLE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR EC2.1 GRADING, STREET, AND UTILITY CONSTRUCTION SOUTHEAST OF THE INTERSECTION OF 2S1 00 TAX LOTS 10001600 DOWNSTREAM LOCATION. LOCAL AGENCY-SPECIFIC EROSION EC3.0 SLH KDC SW WALL STREET AND SW HUNZIKER STREET, WILLAMEI IE MERIDIAN, WASHINGTON COUNTY, OREGON 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY, RESUME MONITORING IMMEDIATELY UPON MELT, 1�J EROSION CONTROL DETAILS DRAWN BY CHECKED BY UNLIKELY DUE TO FROZEN CONDITIONS OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. CONTROL NOTES: EC3.1 EROSION CONTROL DETAILS PFI SUBMITTAL TIGARD, WASHINGTON COUNTY, OREGON 0 LATITUDE =4525'37"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 SED I MENT CONTROL MEASURES AND CONSTRUCTION L I M ITS. 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 E,' (Schedule A.8.c.i.(3)) in the mix must be identified on the plans. DATE a • ALL I 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 REQU€REMENTS. sediment control BMP i.e. (filter bag). PROJECT NUMBER 0• STs:MA COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO ATTENTION EXCAVATORS: DEQ, AGENT, OR THE LOCAL MUN I C I PAL I TY. DURING INACTIVE PERI ODS OF GREATER THAN SEVEN (7) 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. CONSECUTIVE CALENDAR DAYS, RETAIN THE 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 LOCAT i ON. (Schedule B.2.a) EC0 . 0 m COPIES OF THESE RULES FROM THE CENTER BY CAWNG 503-232-1987. IF YOU HAVE ANY QUESTIONS 62 ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO ©2018 OTAK, INC. 0 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION, CALL 503-246-6699. If this drawing is not 22"x 34",it has been 0_ reduced/enlarged.Scale accordingly. 1 _ _ \ 55 )1., fav, 0.) I. . .,je.,, .' _... _ A)1. spAaJ) ..... ..,.......___. s ir,_` 1 Otak, Incq r .a�' .. 808 SW Third Avenue, Ste. 30 „! 1 --1-.' Portland, OR 97204 ' ./6 1 -:16x 503. 287. 8825 • t r `,�id /1 --•P'7-':' r. I ,� � , PROFF ,. �p , ,470, -...\1111:1140:::41:0,4,1.1\04I �`‘,8170;..., .7 _ ‘i_ (pip ���. PRELIMINARY AO: ' / /ftj ! o co ILI_\r• 11 Oi2EGONSFA KuI • I � r;� '� ,- f ; CONSTRUCTION 808 S/ / /f.)1 D, c10..C){* + 1 1 ! ! I r EXPIRES: 12/31/2019 L i��. -4t ► + } i + + i I t Jr r INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0 STAMP �� ' t \> •- I % I i o "f' `� INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EG3.0. _ iA r af+ �''� 1 lik.., t * � 1 i I IIi 1 J/� 3❑ INSTALL SILT CONTROL FENCE PER DETAIL 875, SEE SHEET EC3.0. DBG PROPERTIES .. � I w I I �, Q •$*�;' I 1 (-1-,) t 11t \I 1I -.�+ f�\ \.s//`� ��=�I`� ! `+ I + ! + ,+ ; N.\` 5iV,fLLC ' 'r` 1 1 }" r / 1 / 1 1 r ! I 1 1 1 �� i �' �/ o �. F_J ; 1 1 ' i r f,� , 11 I' ," i ; 0,,,„„ THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME � ! i� /' ' 1icta i 1' i i "DRY WEATHER" CONSTRUCTION. "WET WEATHER" ;` wy(� �' . o $ j 1 ' r �t 1 • ; + ! ; ; ; , CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN C.) �0 1 o N 4-r ► i 1 / tilt„rz�,�F I I 1 + ( 1r / ' / rt OCTOBER 1ST AND MAY 31ST. 0 �� \ i 'a f ; if1ri 1 I i r ► rj•,� / �' ' .`O' N `� f', ► 1 ► I r / I 1 1 I I + t } f` 1 1 - CONSULTANT ry �ry / ► ,r L ! a,r•,r-�ti l 0 f �. / !64.4 I , I ; 1 I I / / C�' /y ` /"� �� '' ry►r # thirtv 1j1yI iI I/ f/ //r. r!'i• ,5(10 Zic, 1 �► ! 1 \ /. f •it i • if I 1 / - �• •' J 1 /' ' I ' J1 L--'`'\t ' \� / GENERAL NOTES. Z , „, ,,,,,,,,„ ...... + 1 , r , f• ► 1 / 1 I r 1 \ I I �1 1 7 //ik- '�`"► ' o/ r :; les ' I 1 1 .: `-•.#`�,� ; r r ► I ' \. , �C; . 1. SEE SHEET EC1.0 FOR CLEARING AND DEMOLITION ' ' ' ' I 1 I "1 '4'i►` -��,,. 1 / ' ' ' ' \\1 1 �/ EROSION AND SEDIMENT CONTROL NOTES. 1 I / i / d/ ` 1 / 1 1 " I I !I ! I J t \11 I r,�, / ie ! r ,,. I I / 1 1 t l , s . CO / ! / i i /l / /` / I ,l I '� 1 1 , f I I 1 I �\ �,� •i -�I ^'� / t \ . L V /% ��:7/c i ; //�✓ ,' / / tt i ! / i)/1 1 I 1 i 1 ' I r 1 • 1 1 --.\ N. , ,,. =1 t, / / i / i' 11 i / dill l R` ! ' / I I I I 1 1 1 / 1 �`- ,\ �� 1��•r / / / / 1 ► ! I + 1 1 I i I I 1 j /`\ 1 I *�r.11j� /' ,; , ; / ; / f ! ; ! r ! 1 ! f 1 1 I I I ; ;� ; it- III ; ' 0 0f I I / , r^�r / //' !/ // i ^ ,i I I / ,' // i1 ! I li lI1I11 __j ,/ \\ Ill'!�r' " J / / I/'►fy / 1 / / / I 1 ! I Ik^��'U� / 3i 2 / �`y1 fI I / fIJr1f / I ! 1 I + �"1 i / c` / / 11 -ri O ,/ �, ` ./ / / / / /�L+'tr �►.+rrf�� I! /I /lI , , j ; I -- rt; _41� ~�_-/ R•/ 10, i1 / /'�, /- / ,• / • , �'tril l''++r� 1 / ! / ! 1 I J J ! i , 1 \ �( \ j�% J I' v J f // -/' u � I / i / / 1 I I I ,/ 1 / / J ! 1 J 1 I 1 1 I s .- t i Lam. 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I - - ,...,:...--7 - let. - ,. y. -/ /- ik/ / / / / / / , ♦ / / / ' / / / / / / f !►/ 1111/ \ •••••`... e% /I/, 1! 1, leg ...„„.7 / / ' / / / O / , / / / / / 1 1 1 I I 1 -- ir+ -� 'ri .- / ' .; --' -' r/ /' / i / `L1 ,/ / > // / / / / j ,/ �\ / I I i / 111111! _ 1 \\�\ 1 �+ r1 !r I I -— —144 0 i - - I r / t 1 r EXISTING CONTOUR (2 FT) — -268- — — — - , , x30 r +�- +- : '' '' -- -' i i / i i L / 2 ,/ > / / / I /llfl/ \ 1 -....,.. ' + , ' , ' / ti°� /' f 1 i //-I I //i�Ia I, --� � ,z-___ � ,� EXISTING CONTOUR (10 FT) — 270......,_ii, iegic z z W , - -_232.-- Iii- 32---` -- / ' - , ' „---• r' /' i i / ' / r / / // I J / \ t \\ " !J fig I 1 „;�.�..,,� a3 ! • 2 �. / / / / ► z ,►! Irl// �►W ,- j` -/' - // ,/ //' // // ,. ,/' ,. �/ / / , / , ----' ,►� ♦ 1 1�i Ii,l�JI�J/ i , CD >� --1-'.....' - , , SEDIMENT FENCE (TO BE �x---rx�x xOWCL 0 --'2280,-,---- zza "` ,F - � ' - _- ..•••••. ' . ' / / 5 -- / , - - I\, 11 Iri i/ur/ i . . INSTALLED PRIOR TO / / , f - !, ,lir/ •'►, GRADING) J 11111- R - - - . . / / / / O `�V , ,.. - ..• --- - ---- / /• / / ,/ .ycP / / / I 5 / \ ih 4N/!, i �� niii _ .y - - - - . / / / / / / / / , ♦ / . / / / ! Ii I1 I// / 111111 , I _ CC __�xA ,-, ___- �� I --.--- I / /III,!!,1! / TREE PROTECTION FENCING o 0 cn H 0 -- t ., . - •47 - -- , / / ••/ •/ • •/ / / / I . / I 1r ► +, iIII / / j22 - 4 -`-- --' r-` -- ./ // % -' / ,' / --' \� / / ! -/, - I I r I 1 i 1c 1 Q O Z _ _ Of - -�e -- I l i/ II// f STORM DRAIN(EXISTING) SD ❑ V' V __ __ C.) I 4 di .' -0- _____ _ _ -- _ _ ....- f /' / / / i / - / 1 J ! I / 1/1l / f ! 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'r �' DRAINAGE FLOW DIRECTION xx �� ,,. / E -`-- -'' -i-'' -� ---/' ---- •--''' / •/ //-' / ' ,-'--\\ `moi rte_,J/ T ;�,� /f: 1 �- -- '- - - / / / / / / ! / / /I/I 11li: '�. / / - -• - / / { tt /f / i -- I --- --- --- ,/ , / ,/ / / / 1/., ,/ /W � el -- ---__-I✓- _ -�`' - - -- -- -I j .' /' / 1 riii / t i+)-�. 7•I 111f1 fOlip / r- --- -' '� — _ ` ��' ' ' _ --- -- - --' -/ / ,/ / -- 1 /^ ,/ r L r....,..7.:4,.4 1v --- _ — ;-�-: - --' -/ . / / I / / 116" ,�•, \1 1 / REVISIONS v, ' - -�� -_ -_ _ - - ,t - - - - / , / t ! / --' 4►• jr, /► Ar ¢ - - ~ -�� X r ~X �-,x-— �-,X X JC' X �� X--�X — r -3( =Y• 1 1 k ..- - �X (rt/ 1 Er //tI X - X - X� X- x—�x X xx x "x — - , _ Y _ �,�ry .1,I J WET WEATHER EROSION CONTROL NOTES: �,��-_ 0o r-,��� �•_ �-- - _� �_�_ �' - —� — T Im z� \ *�'r`4 — -f- ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER SLH KDC Q - - / i' 1/4 t VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN DRAWN BY CHECKED BY U SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE CONDITIONS USING THE WET WEATHER o EXISTING SLOPE EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN PFI SUBMITTAL I BASEMENT 3 ill MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED STATUS r0 IN ALL AREAS EXPOSED TO WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN 02/26/2018 8 AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED DATE O 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 BENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF PROJECT NUMBER 50' 0' 50' 100' VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED .0 ielMliMIMMIE PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST O OF EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. M SCALE IN FEET EC -1 • 0 N ,_. i ®2018 OTAK,INC. a o If this drawing is not 22'x 34",it has been a reduced/enlarged.Scale accordingly. Otak \ Otak, Inc. \ \ 808 SW Third Avenue, Ste. 30C \ \ Portland, OR 97204 i 503. 287. 682E \ \\ .. www.otak.corr \ \ V\ \ „. ----;PR0 „IFtt , _ .,.p,.� 1 ' O•\' 91573PE r \\ '�14.'' / _ - PRELIMINARY / \ S �. 4. '1 OREGON �'' -- —.I`` �� ,_ '.__�_ �J„ `N ,. LEGEND : C \�� fj/ ��./ `-�„ 'ter sem.L4{1�\` / may., i _! EXPIRES: 12/31/2019 I -,;71� -` \\ ',_ \ + - LIMITS OF DISTURBANCE STAMP - 0 -$ —„\ I/ — y y 1 r\.......-\ _ ---236" —\'•• _ —3/.--"" v ��� �2 — — — — Zfi$_ .. .. _ �' n - - _ __ - `, � - _ EXISTING CONTOUR (2 FT) - ' ` ' t •� - _---234- -- - —' o _ 2321— P` DBG PROPERTIES \ '/y ` - - _ • EXISTING CONTOUR (10 FT) - — -270 LLC /� ♦ ��� • . ;.�• 230 \ �j \\ . --...... 22 —x—x—, ---------__ _______ _ - INSTALLED PRIOR TO GRADING) `.__ '_ — +~� zoo______--------_ ,� � ►_ 1 --Cr— `ar • —� -- `` _ —__. ' :, 1 _ '*� '_--_2 + TREE PROTECTION FENCING o o\ . �- �` \` 'z28 __ — a �� _is 0 - 222 `___ 0 ... . 1 � , ___ \\ ‘ ` `�__ _ - - — —i0 �.��,;-'-� - .yy� ►: -, � t ---"� 'si�•. � �;� USTORM DRAIN EXISTING} ��'' CONSULTANT ' NO PARKIN n �� � _ __ _------- :dV { w�11,0 vi. 1-00.:a:40-11114. . fir '��+�r --�i $ w (EXISTING) „ : `+ • . - _ -224 — — 1., !_. 1L ,r�• ;r_ 1�,!� _' ------------- �+��_ ± 0 �ylji-;*.k,� - - _ , — 3 22� wCATCH BASIN (WITH INLET --\I l ; - 2a ,`. _ � ,� r�. �, _ - w PROTECTION)(EXISTING) 1 \\ \- �� ��_- JJ -`- ---___-- ,•1 \�_ -- �/ '�, 2,4_1— Lie 1..� 0 ' 1 L ~- _r :, -'1kg - -`� -XX __ -z�a_l - -� �'- --- __- �` /�� _ -�► TREE TO BE REMOVED --:________ CV 1‘ —ti a i itt i _ I / 1 N. \_ \` \\ \i!� _` ?�rj'--� ,: _ ` _ ► _ - - - -._____ %�•?� .fes-ie.,. � , ' 41/ � �, _ ` —�_ — ` �`� .:�ti'�• -� -�`�� �''Z�4. -___ � ____ + - 3 2 -v`- '=�� .� r`.:7./.4111, e * 1 .".. '"— 0 Toorip . Ike_- 1A;- .';11. CONSTRUCTION ENTRANCE �,.ietrat ,�................ —�� ` \ `ti` roti -�__- - j�11► .7� - _ _� �'�-� 7 ` 1.-:-. � '- -2� y ~- _ _ __ ' :_ , -; -_ --___ _+� - DRAINAGE FLOW DIRECTION L.LAt 1 �, _ -_, - _ ___, ���,\QI 208._ -_-__ - ____ - - "14. ��'��� �� � r .:.:4: ___- �'� - 11 \ `` -- gi -- ti -_ \ �y 06_.. '_'__ ,- -- - - - �1 r4• .L-_- ;�• `ter--.._,�__ - '.' 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SLOPE EASEMENT 1 �- y - -_-__ M PROJECT BOUNDARY W I— f' I— el J 0 --I fit a z z 2 -- t .. 0 , w 0. 0 _, 0 < coo -A,til\li. - f: . \ (4 02 z Qo--- --a Z .....0 - ,,,, 0 .1 i= z fl LL 0 _. o Q W w PRE-CONSTRUCTION, CLEARING AND . >- ° J EROSION AND SEDIMENT CONTROL NOTES: CONSTRUCTION NOTES: LL 6 w 0 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, D INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3,O. TITLE FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. # DATE DESCRIPTION Q LI INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. xx L 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. 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 a 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 PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. A U 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 Lu 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" KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN REVISIONS 0 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE EN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND OCTOBER 1ST AND MAY 31ST. RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. U 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON ANY FOUND SEPTIC SYSTEMS, DRAIN FIELD, EXISTING WELLS AND UNDERGROUND OIL TANKS PER SLH KDC 0 0 APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. SUBMIT DOCUMENTATION TO THE CITY. DRAWN BY CHECKED BY N u7 Q 7. CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE. PFI SUBMITTAL a STATUS o0 WET WEATHER EROSION CONTROL NOTES: 02/26/2018 8 ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER VEGETATION NOT FULLY ESTABLISHED. DATE 50' 0' 50' 100' SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE 17052 i inininliONOMMI CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND PROJECT NUMBER DESIGN MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO SCALE IN FEET WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE co SEEDED (PER THE DESIGN) OR PLACED PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND N SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE ENGINEER AND CITY INSPECTOR. IF ANY EC1 . 0 N ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE LI 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. 4 If this drawing is not 22"x 34",it has been E reduced/enlarged.Scale accordingly, LEGEND : CONSTRUCTION NOTES: GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: mak ....... • • 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 LIMITS OF DISTURBANCE TEMPORARY SOIL STOCKPILE OTHERWISE AUTHORIZED: /A AREA (SEDIMENT FENCE 2D 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) - - - - 268 ` SEED MIX. Otak, Inc REQUIRED AT PERIMETER) , Li 1 STOCKPILE LOCATION. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, stE. 30 EXISTING CONTOUR (10 FT) - - -270 1, DWARF PERENNIAL RYEGRASS {80% BY WEIGHT} Portland, OR 97204 CONSTRUCTION STAGING AREA INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. 2. CREEPING RED FESCUE (20% BY WEIGHT) 503. 287. 6825 SEDIMENT FENCE (TO BE -x x x x- CLEAN ROCK PAD FOR SOLID & /////// www.ota�c.corr INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, 1. ANNUAL RYEGRASS (40% BY WEIGHT) p PROF INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. 2. TURF-TYPE FESCUE (60% BY WEIGHT) 1���G�N� / TREE PROTECTION FENCING o AND METHOD OF CONTROL AREA) - , <o� F� o� 7❑ 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 g 91573PE r CONSTRUCTION PARKING AREA k k x x 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 x k k x 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING , OREGON ,.b CATCH BASIN (WITH INLET (CLEAN ROCK PAD) k k x INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. �`� r 1 s, 2 Q�c�� WITH APPROVED MIX AND APPLICATION RATE, PROTECTION) �.�.J INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. O C H\\' 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, EXPIRES: 12/31/2019 I El =_ _ _ _ PROTECTION BMP PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING STAMP CONSTRUCTION ENTRANCE '=e=o=''� STORM DRAIN. =.�Y ��' 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, - 1 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 ,,,_d_rip. DRAINAGE FLOW DIRECTION SEDIMENT FENCE FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT OF THE STOCKPILE. - ,----1:1: (TO BE INSTALLED AFTER GRADING) MAINTENANCE. DBG PROPERTIES 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONCRETE WASH AREA DrivX1-Q FA INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING LLC �� DOWN DRIVE AISLE CUT. 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL �. 47.1`1.- 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE CATCH BASIN (WITH INLET € 0 SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. kip 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 7 "DRY WEATHER" CONSTRUCTION. "WET WEATHER" Z 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' Ct FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING 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. (^ 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS ZJ SHALL BE PICKED UP AND DISPOSED IN THE TRASH. PERMANENT i LIMIT OF CUT/FILL 0 VEGETATED SWALE 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. U ,,� v _, %.4 C 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. ,rN M #1.....j:‘,..._ 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENTCii) H \5� r © INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 4 c-)1\ ,. 400:::s6*--/"--'1. -. -.°-P N'- CI -I 6 # ,,, , 71`.r. 0.44 ,- 41 PROJECT BOUNDARY Z `'.' A; 74$4.s EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: D � � ilill ° ° 0°0 °®� ° �� 1 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE ❑ 7 �� ' � IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 11\ . oe'-'.1111 . - �+• 5 8 �L� E r 2 s ��; ° _ °♦t � `' �i .'_� 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF ., - .\' ' '',.� �� "a°;°�°�° ° . z r° 5 8 * FINISHED GRADEAS SHOWN ON THESE PLANS. i- te • ��� -� 230 '♦ „_� �`�� .-- / Q �` r3. LONG TERM SLOPE STABILIZATION MEASURES INCLUDING MATTING SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. Z �' - _ ^ 0 0 0 0 0 - 0 0 0; ,r [I •:„...,:,,.. - ,it 1. -`~� Z �/•. , _-._ 230 rr � +�- -..i OW _ - - _ ° 0 • 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING ANp Q E/r,� �'� �� ° a .� SITE PAVING. W d' 11116: \ O" �fir^4 - -e7--6:.: ',, : :: x " � v. II . .,�� �� "'''L'''''�'''''''''`' 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. O ��^^"::ler , 4o . ..:1100. 1Ligor ri " Ct II 0 ‘ ,./2e. ,10,0111$1111 ,,,, ,7, rwa,,,,*,,,,,,,,,,,** .fritib. ___ .............. � ►�� �� • x% -0'''`"Lva x� .. d �' .. � �' �' �''' 'W' V% � �(oio 0 0 0 � • 0 .,.. 4.,..", , _,.._,,,,A„,..._ O -�*� ��� � A � / � W0 � O iirl 1116 ,� ` • di-w' �. i °y^M �s� Y •KnYar off �� 21O rn 1 .. + ° �. il - - ��• •pria....... 0q.::::''''‘‘:: -1&"7` •'��,:-/1111 ` ,.,�o ° - o o ° ^i,. -ii W u., i....• .,,,, ,:.,, IA ' a, __A A _.,::::__- _ ,.. • CD CO g 12 0- 'l ---''!..1' . 114.; e 1 ( ff._ . I oillk °� �.i. W LL r) W C� *7 Aft ,,e ,,, , - l 7:04: ') -- -‘6.- . 1-..r-....•••-.4.rh- 1.- .e. t' '), 114 ... "'.- ri 1 4'AV °\' : ' LU UJ 17‘‘1111111‘ ,vk _ _ is -- - .. ' .� 0ltr . ice• in - _ ..k lvx..,. , \ , . mom . :. ,,. �� ti __� 21 •-r' 1 r^ =Y s.�r •-+� r-- t moo" - TfTLE • TiS 2jp_ '`� _._ - „ ' �\ pa` 1.1 # DATE DESCRIPTION [ - W Iti 2 - .:fiR�:JII .. ! _�Irci .. k.ovwc.r.e[M .s<le�in ' •• °iii :: ' MI ? '..: i ,-�. -,I xx �'� 1' '-""'''. r .,, fir- - .li 1 �- � u I -•• -- ., 7 l I ., �� . fir-_ -- - _ . -) Thkr- --,�t- 4.-�-na % 10100140111740118t1171 2Q°Altilliallihalear QS N qi .21111,-...''. AEI dik. 6 '' g 1-_k_rnifpi;i4h--104 S irsilOrIA- " 111111#)1111411170111.7 i....i I I '- - I i 7 �V yy LU M1� .a► , :�. +t ♦ �! - n x 4 - ♦ r.r... .=1,7... .. StRR. .77,.......:...- •• .,.., , .wi► .s,.....o.x..8..t o� DaoRosri .b, _,----. g}.. v�� ti 1\ r • •` b ��r� �y , 111 X 1 X X X --x ---X-'- '1h---- X KTX__ Y X X-X It• X X X--X REVISIONS ■T. x�°� �.. �. X x �- x - U • *.: '., � '�' f `_ _ \L te_ -ter.... S \1\ ` ��rr-•.._-----,1 aa.. as ►-.a `-`y...... �`' - _._ SLH KDG f r�,,. U DRAWN BY CHECKED BY o \i''' � - UNDERGROUND PFI SUBMITTAL 77- r1 10 DETENTION BASIN STATUS O ' 02/26/2018 0 DATE a` Li 17052 E PROJECT NUMBER lifn co tri c s 60' 0' 60' 120' EO2 . 0 ,,,_ c, ,=, 4, .\ \ 6.n.---5....-1 \ _ SCALE IN FEET ©2018 OTAK, INC. -46 o If this drawing is not 22"x 34",it has been a. reduced/enlarged,Scale accordingly. LEGEND : ctaIc GRADING, STREET AND UTLITY EROSION AND SEDIMENT CONSTRUCTION NOTES: LIMITS OF DISTURBANCE = MI IM = = TEMPORARY SOIL STOCKPILE ♦ 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS -�.A1 THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME OTHER AUTHORIZED: EXISTING CONTOUR 2 FT c;, AREA (SEDIMENT FENCE A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE REQUIRED AT PERIMETER) � A. "DRY WEATHER" CONSTRUCTION. "WET WEATHER" SEED MIX. Otak, Inc.EXISTING CONTOUR (10 FT) - -270 CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 300 Portland, OR 97204 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 503. 287. 6825 CONSTRUCTION STAGING AREA OCTOBER 1ST AND MAY 31ST. SEDIMENT FENCE (TO BE x x-x- /////// 2. CREEPING RED FESCUE (20q BY WEIGHT) www.otak.corr(CLEAN ROCK PAD FOR SOLID & C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.)INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, I . 4 _ 1. ANNUAL RYEGRASS (40% 8Y WEIGHT) �� PRO,c TREE PROTECTION FENCING 0 0 AND METHOD OF CONTROL AREA) /Y� r 2. TURF-TYPE FESCUE (60% BY WEIGHT) cc �G►N J/� I 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR ' �91573PE R y CONSTRUCTION PARKING AREA k x ' r THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY, PRELIMINARY STORM DRAIN k X X ,.-^ * / S, OREGON (CLEAN ROCK PAD) k x k x 440 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING 1- FA o^4 CATCH BASIN (WITH INLET WITH APPROVED MIX AND APPLICATION RATE. �� T 1 3, �� PROTECTION) _ F °. c�+��-° STRAW WATTLE SLOPE • 0000000000000 411/* :44V 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, �'):'' WOOD CHIPS, OR OTHER APPROVED MEASURES. EXPIRES: 12/31/2019CONSTRUCTION ENTRANCE �r-•�%'�!A PROTECTION BMPa• s • ��0 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 flR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER' 'iff/ _ : OF THE STOCKPILE. -� (TO BE INSTALLED AFTER GRADING) ; r iii ' / 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION DBG PROPERTIES 1 ' .,„Ple 1 vJ �I LLC , / CONCRETE WASH AREA WA$ti� .0) r CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING --� itti'�li� t `!l Aft ,fr',f 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL O. ihr�., l`"" € , i • 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATEDUST CONTROLMEASURES I IN APPLICATIONA CATCH BASIN (WITH INLET o ,.. aL' " € �r0DS INCLUDING G THE OF FINE r- 5 8 d0t.43= / t ° ! IIIi/I1SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) fY'Zwp . o♦ o ' TYP, Y' 4 �" •�/ � ° �!i I 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF /' i ° ° • ,- THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE .} L € 1 { '` / 00 ,� a, ,�I I II 7 REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT LIMIT OF CUT/F I LI ��' , z r 1a �° } �4 G /r ,I ! 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. Z I r �,� r,t; r9� t ° �/ ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. O 1 /� / 1 € 0 / '��f _� i I + f i 0 I r 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF 0%pp i �'� i f r , �4-•i' ° 1 SEDIMENT AND SEDIMENT LADEN WATER. r"' a r C r r ` i O ° /r / 't , •OUND s� �,��� �� � � • r� o ° 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF �� r • �► - ;� < A °" °, THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' CL /r / Vr � y r r r ° n / / FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE �' - rr('rrmg �� i / r i € WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 'i `‘•-44 , ./` i r r i i , # o , / r r • - fa? •G{/T 1": d". 39 i „.1"-- "Iiir . :7„),,,,,ri , f1 1 i , : ° ° k ,, / SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 0 � � / �/ I / I j f r o ° 11, 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. r , ° oo h 1 i r,' � ` ° g t F i r # ° I ,./1 0 s' --1.%>(>5' / / ,•�� '0 a i ! • i ° r 6 j o o © 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. ' ♦ i // ,•� ° r I j € i ,ro. ° / r I r o i ° I 15. COVERCATCH BASINS, MANHOLES, AN OTHERDISCHARGE POINTSWHEN APPLYING ♦ / ,� ♦ i °° i ► ►t ! % r r i i + + ` D D SCHA GE AP LY G SEAL COAT, TACK COAT, ETC. TO PREVENT CO ♦ i _ a i r + r ! + € i -� 4 o I z I INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. ♦♦ ti's' �/ ',/ l'/`I'' ryO ' / 4 ' ' r ' ! ; 11 i © 4PI # " , F- ,' C5 S3'() .0 . '- /' i • i Z I- ,.�,� r #112irvil EROSION AND SEDIMENT CONTROL 3MP IFLEMENTATION: Wr rra i>� .ft�.' . / �� ° i !/ ,, it r / r i 1 i,-- '® �/� „° I 'I 1 f a r' i i �1 ;l % •! 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE2 z /' /' / J l- r p / / / / / r/� ti ° titi 7 3 r i / / , / + 174 � IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. / / i I i� 't7T° ° T �, °,�°�°a�•°.°;° / J r' r r r /" / f i , 2. ALL "SEDIMENT BARRfERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF i- < I f / / 1}r _ ,r of / r r , , 1I / / '!ti ter.. / / / �j-1-011111, s , , r �_ . FINISHED GRADE AS SHOWN ON THESE PLANS. Ce I-- °` Alt, / s' / r t /♦ r 4eil If I�� v- i _ . �' / / r �/ ♦ / //; . 1_ ; - 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING SHALL BF IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. Z LJJ �� � ' -' ' / 1 Ai / i 11043 .,:ice4� N' �I+ ii 0 Z W s r .::' " ` �'i EU IF, , r� y♦ i i/ /r r/ i is .` !, if4�•y4 �/ 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONfNG AND Q TYPE' • -'�'�3 2 -ffi_ (1 e'` i / i /: s> f i' TSP f i SITE PAVING. 0 < CC J ' �„ k ' / / / 1-f t t. r , 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. O O 0) ir .. y. , -M� I. " "�) 1�,� s.�' ,,-- r f.. % `,\ 11 •-041 / 0 / ,dd /' !fes ,J°; 1 t A , r 'l / QLL ,to / / 1 ' , N- / A i ' /i/i/ !silk, . /. (/) .. il ,,, •••••"---1.- * 0 6 0 z �_.., ft, Lire.` 03 / ' ! fly` / / \ f 1 �/if 1 �� V"( � 0 ..._ -, 0 , ... Iv . ,, i'r ' 1 I Li_ O ir i t , / / , 1 4/ I _ �� ;�' / 4°,� / fll r / :r CONSTRUCTION NOTES. rn' . ' II T ' i . ' 1 i / Uml 0 c7) < 1 ' ° �i / • r r • �' 5 LLJV_ / ' / / c ? r r zr ' 1 INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHED EC3.0. O r r /41,,° ° �� %' ° / 1 f 1 € / a TITLE CV ° r9 ° ° ° I f r € r"' • 6rrfr; 4.); U � ° ° �, I ° w f r r / /rrr i, ❑ INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.0. o ° / r r/J , # DATE DESCRIPTION rr w LJJ ° ° ° 4 f_ *�. ° ` 208 mi. �� ° �__ „°,r� ° ° ° I u I j ai r'�rArrr►, +� 3❑ STOCKPILE LOCATION. XX UJswag;� D�. f 3 t j / I TYP. ` - Zoe ' // ow •/ t 111,/I i i 4 INSTALL INLET PROTECTION (TYPE 4) PERDETAIL 915, H E SEE SHEET EC3.0. o = - --vimk-- , � _ NI III II_____,__.;)C4ism , `� TYP. i�. ' iII ll ❑ INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. ���. 111 �- `' I' N o N r� I / - ' 4 -+ s INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. p W -.•-.' r..2,,,.- - _,-',r:.w /,s f I,__� �+"' .. _. _.__�,,r / r�.�- I i : "`1 __ t I 's .. „ --i 1" I i Q W ,"rte=,s.. «-.....M`a..�a�..!... �: T , a / r•- ,�.•.. - �v / r lr. / ////° ` '1 V 7❑ CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. -_ -�6'. .. _ II Ti'�I r �� ' ! y' c' PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.0. v i <,eti :.1.:.• ► REVISIONS U I1�' «z __-- n - - , + -i _-- �/ II I I ❑ INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. �I r arab r',. 010 if c� V_ _ ,j/_ f- _ r� / /Att _.,R Pr I ,- 1 j 44..‘ , -11,,, itof /� I 9❑ INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. �.t �1 'lam i ivu iY - .� �A ' J �� /^,v� �� ' .^A1CM \ °.�-t° �.. " SLH KDC lYL7 CISd // r �F L__.... �� �� SSd '� 'SSd ��eiliMIIINWMPIIMIti=� i =� /7111110�%:� �i4 �f 10 PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING DRAWN BY CHECKED BY W - - , „mum, s `. e . fleA -- Ira ,'a likit `, l i ❑ STORM DRAIN. o �� - - - - - ` _ v _ Ai I .. ... , •� � ' ri iii.-.�+ Fwd/ 'n +�,. , PFI SUBMITTAL o :• TT" r:.. :' - ° w+W w' Jrie xt3e a: z•:. d f /, J�" ��-.. STATUS o : � _ .. :;:; ;; 1,. - •T � ��� � ��� 11 CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD 'i9��.� " 'u:...cs -�^ �`-";,9 "�" �r �� i� • FOR SOLID AND HAZARDOUS WASTE FUEL STORAGE AND EQUIPMENT if i l� Q ozrzsizols X-x X-x x x••-BSc X-X-X-X xx` x x x x x x x/ 7��- --�-x�`� 41) irk �� �� i MAINTENANCE. a J DATE 1111* - / " °`- 12 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' 17052 E w ._.:. i DOWN DRIVE AISLE CUT. PROJECT NUMBER ca �, TYP.1:1 6 0 TYP.® © 10 60' 0' 60' 120' co i N E C2 . 1N a, SCALE IN FEET 02018OTAK, INC. o If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. ctak _.....!::;o1 Otak, Inc 808 SW Third Avenue, Ste. 30 Fat FURTHER INFORMATION FOR FURTHER 1NFCRIMA1ION FOR RAWER INFORYAMON Portland, OR 9720 ON DESIGN CR1117RRA SEE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE • 503. 287. 682 CHAPTER 4 of CLEAN MATER CHAPTER 4 OF CLEAN MATER CINAP1IIt 4 OF CLEAN WAT1R 440 SFRNCE•S EROSION PREVENTION =WES EROSION PREVENTION SERVICES EROSION PREVE14110N �" �1 /� vrww.otak.corri AND SQ E?IT CONTROL AND SEOLE7Nt CONTROL ' ,� �' AND SECGIE NT CONTROL PLANNING AIn DESIGN MANUAL- P MINING AiND DESIGN #MANUAL. \ ./ 1 '' ` - � fi SA PLANNING AND DESIGN MANUAL. �� 55 Qfl�� / Sp Mi ` 11,1 1 ,, `` .N. ::,� �. D PROF �1i1 .�� �t>G ?A - ��` . f' 111 5� �O . • •-°• •• G E • t Y � Ike :A :d. .,; - �aERy�_� o :: •.., : .; '•:.e -� c ' 91573PE l °'' a � ' PRELIMINARY rij til / i. .. . p;.'p d• PRELIMINARY -4.,..4.__14•Il � 0°.° =a' y fie• '�'• .A. '4 . s OREGON c0 ` .��4 1 1'I 'wti �'lik ,' , �l1 // e , �' .,' 'p7•tx ,1-• 1. T 13. 2� (<, i;1 �= �� IIAf/ �� ^ RADIUS - 2S' MIN. o • ,, a' - y 0 CH 1\-11 b.► ���� VIII r. `'^ CLEAN TrT 0R 31- a CLEAN ROCK �p Q�`°� °� E�� _� EXPIRES: 12/31/2019 MINTlr axLflw DRIP LINE �� ��1 X11 REORCT `�\�GEtE♦5� STAMP OF SEAMS.• •• 4 + + + + + + + • « + • �„ NOTE NO. 3 �� � GE01E]fTLE. AS REOUwtED PR� • • • • • i • rr ♦ r • + • 6' DOMESTIC STUD TEE f e" TIMN. « + + + ♦ + + r + + + +• • + �` + + + . ♦ +•+ + + + + CULmA1E SQL 10 CREATE FURTZOMIS J J�-7 (� « +•+ + + +•+ + + •' ••+ • +•+�` I POSTS, ZIP TIE ATTACHMENT PERPE INCULAR To SLCVE N Ll •+ ••r•+ ••♦• + r + •+ + + •• •« • O ' (3) PER POST •2O' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL DBG P R O PE RTI ES 4 4 4 4 4 + • 4 4 4 . + 4 + + • •,• 4 + 4 + 4 '++4•44.44. 4 ♦ 1.1.•+ •i + f • + + i • ♦ + i ♦ 4 4 + + + + + + %%4.4.1.- • « + ♦ • . � TYP ( . GftAVET. 001+R51RUC110R1 ♦ 4 + + •••••••••••• + 4•••• + r + •••••• i • • • • • • i • • + • • • + + + ♦ • r 4 ♦ 4 4 • • • OJR11 RAMP LLC " "•" + • . 4 4 . + " 4.••••• +.1.4•••• .1-.4 �1 I n n n n ' 5' CHAIN LINK FENCING 0 1 4 4 4 + r + • • + • • • a • + 4 + + + • + • i • + • . . . . • • 4 +' + + . •+ • • + 4 • + 4 « + . .♦♦♦....'..•.♦.`.��..., f ► •. PAVEMENT +• • ••••i•••• ++«•+•+••• ,+++• �4••+4•• +•+•+• '•4a4• '•4*, 1 _ 4 .� '•-71■1 .+• 4••4+♦••i••••• •♦ ♦ 4•i+i+r+4r •.++ •++4+++. ++++• + •+ •+++♦ [ • ( O. i 11iik t' . •L . F. • + « + + r • + + + r • 4 • • a r + • + + • • + ♦ 14 +.+•i + ++++ :.• I1. UI'l0151UR�0 -, +.• •1.4 • +••••T4•+ •• �•••+••r-4 •+• -•+♦• •4•+r++ t t + • + • + • + rr .. i tgrg":4:ibilThAl. VEGETATION / ' "I''''''''' `-`#rcv -.1/4 . !AtT,%•f '+'"r. • ./.. .....,.......-^'..... - .„.+00°-- \\ +11r ia.•+ + ••+•+++•+••+•+•••+• ♦+++••4'i + 4++ •4- + + +++++ ++4•r + • • . + • • ��^ ���:��'I� INIf,1iKr IM, -`�`��'`;`'`',��,`'`'`!`� .:4:..,, : �,� � ,: /I • • n,n- "" ri• _ 4.4.4%444...44+` _ _�ITS CRITICAL ROOT ZONE �I SWN E �i�/�i�I�`/�/�ij�/I`�����f *.;f , :' ► CONSULTANT T. w,..• 1 .' +.. .-_+ + + + + + + • + + + • • • • + • + + • « . ,ii '' TO BE PROTECTED41? •-' 7.00164 , ' i1L..,II,i�.r1 �..�.!!.`..I+.ii. SL .... .u. n..rll. 1..•.!1 +f �11��i .��:1 ..r ,,,..,`� .�11' .. NOTE: tip EROSION CN, EXISTING TREES TO REMAIN (PER PLAN) - PROTECT WITH TH 5 HT. ft A* V ��+� �� ��� NOTES: REQUIRED • CHAIN LINK FENCING AROUND DRIP LINE DURING CONSTRUCTION •'V;+'�h1 �.��1 4' USE DOZER TNR TO TD CREATE pt00V£S 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING PLASTIC SHEETING `,,,, .. ..14,-.0011-7•7:\I PERPENDICULAR to "-0� ' OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR NEITHER TOP SOIL STORAGE NOR CONSTRUCTION MATERIAL SHALL •�.. _ _ _, CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. BE LOCATED WITHIN THE DRIP LINE OF TREE. FENCES SHALL BE 1N •C 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. _ 3, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE PLACE PRIOR TO BEGINNING CONSTRUCTION. ADJUSTMENTS TO THE `�� %-- THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4, WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION LOCA TION OF PROTECTIVE FENCING MAY BE REQUIRED TO COMPLETE NIA d % ' ' , ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED NOTES: CONSTRUCTION OF PERMANENT FACILITIES. SR. ' '_ FILTERING SYSTEM. • 5. DIMENSIONS I. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. - SINGLE FAMILY 2. BARRIER REQUIRED m TOE OF STOCK PILE. - �� 20' LONG BY 20' WIDE 8" DEEP OF 3'4" MINUS CLEAN ROCK. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON TREE PRO 1 COTTON DETAIL [ COMMERCIAL ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. - C 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXIILE 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE PLASTIC SHEETING SURFACE ROUGHENING CONSTRUCTION ENTRANCE Sezvicl CAT TRACKING Cleaner C can r ServlbcesCO DRAWING NO. 810 REVISED 12-16 DRAWING NO. 830 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 CO Z J W Q F- FOR FIIRTFER INFCRMA11ON W ON DESIGN CRITERIA SEE2 R 'HAMER 4 OF O.EAN MAZER MAY BE USED SHORT TERM - ..- W/ ❑ SERVICES EROSION PREVENTION W/ UTILITY WORK AND W/ .. 1 ANGLE FLIER FABRIC FEICE 70 AND SEOSrrtTfT CONTROL \ =e;�- -==' ASSURE SOL IS TRAPPED PLANNING AND DESIGN MANUAL PHASING OF DEVELOPMENT p•.-a � � Ce 0 I1:7''*'". ` j�S%IfHAi,'' FLOW e's. I 1161 n it r1G} J Fralr a 3 J f 'Aorit I L.L.. t:. :_. , ',: rinli;i;", i~:;11.iiN rlN1111 II �� �1. a z : :•`- .`:.. `~� I�;iiiillli I' •NIMI1I „Nu - + z :. WWI* NITIIIIIIIIIII rOr� Q I"� \1 �� MOOD STAKE Ii11l il1I NMhIIAVII. 3a crn ■u,r�xunc =- •"■�n II V \ PLACE WATTLES ALONG SLOPE CONTOURS. ` rdl Il��+ !:;.::. +.,�'_ a "'tl rtrlNln '1111111 Elm: - .:._. _ •la�ftltll. lyilll mom 1illli. Li1 PROFILE I '" ` ' _ _-''r,l„lillllll � _- _ eir < O NOT TO SCALE -_ �� 'r �� O O INTERLOCKED POSTS AND ATTR PLAN VIEW AY& gat' ;- ; ,! -- _�;Ii p NOT TO SCALE WP''�„ .- T �•R,�, AREA DRAIN � 12 Z Z fir:T QWT STRATI. R11E ; : °• CATCH BASIN CI � 0 0 WASS STRAW.STITCHED LOOPS STAGGER COCONUT OR S141' ..�tlai:;::•:t.: '.�-tihs.• =:. ,IOrN1S E C LSICR WATTLES ?Y`x•ku.ia. t ~r_ N�k"+u" J ~ Z 3• RifaMUY OVER 2% r POS'T'S NOTES: _.:-+q'` �`� lnlll ii. "'; LLO1J J FROM TDE 51.IOPE - o 3 i%1 • FLOW thl fi 1. BURY BOTTOM OF FILTER FABRIC 6" .f:tfi• a T ILEI! iVERTICALLY BELOW FINISHED GRADE. II LLIO2. 2"x 2" FIR, PINE OR STEEL FENCE ' I %' .'°°= IAN O 1 d ,�yy .r., i '',I 2'.43". POSTS. +'- iiiiii�°ii:i ��ii:+%Ilii i 11l1t1!>�1j i .,,_--„ ,- - I� ;' 4-0- SECTION __ _ - tlll,Il.I!„�I,' FLOW 3. POSTS TO BE INSTALLED ON UPHILL t: � {� W W SIDE OF SLOPE. gig a�� �- /I�+1 p a NOT TO SCALE o � �,11ill1 , ilh' 4. COMPACT BOTH SIDES OF FILTER O \/ FABRIC TRENCH. STAMONG SPACING 0a !at f f1�i' _ 1 TITLE • �. 5. PANELS MUST BE PLACED 4' O.c. ; In•:, n In' -111! I' i;i ,:mit;;;-i ACCORDING TO SPACING ON DETAIL = n.,` FL1EFT FABRIC + . E.41 _- Iniiiiuinlu, # DATE DESCRIPTION o NO.940 + • ' ',• � III'1VIII110 o MAMMAL 36' - F F I•' • en;111111Nmi XX WIDE ROLLS. "ili' PROFILE dlIIfllllrlllP DITCH INLET PLAN VIEWlTTlf+ltIiii WI:Nlffln, m NOT TO SCALE ,..Iik.�I�q,; Is ANO NOTES: o ›. + - - CN UPHILL ca p 1. STAKING SPECIFICATIONS: ...,....e•.•.•+•.•.•::.•:,:•:,•.:s•o❖++:o.•.•.❖.•.. •• 6" overlap of bags. •, ••:.:••••:•+•:•.. ++•: Is O. t"X2" WOODEN STAKES lin 1 •::•:••.•.•.❖.•.•.•+. NOTES: :•.•••.;..•�.�:� •::' FLIER FABRIC MATERIAL a b. ADDITIONAL STAKES MAY BE INSTALLED ON :•0:•3::•:•:•:.*:•:*:•:•:•:❖.. ..*: ::a�:�.•:+': =::�.�.0:•�4•:•:•:•::•�:'.❖:•::•:��:•::,:,:•:':• DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR 1. ADDITIONAL MEASURES MUST BE m'a' r� .•*:•.•bti: Otak lAk FOR FURTHER INF'ORIANTION DEMON CRITERIA NEON Otak Inc. COMER 4 OF MEAN WATERSEFTWOES OSION PREVENTION » 12• 808 SW Third Avenue, Ste. 300 AND sEDNAE1 T CON 10°R"I" TO*"" f Portland, OR 97204 PLANNING AND DF91ON YANUM_ � I 503, 287. 682 1 r www.otak.corr _� �D ti ��`�D PROF�fs II .. NPEPAIo1Is RUN OUT PAM _ DIRECTION OF TRAVEL �� ,AG t N ek 0, '` - GRADE is DRAIN To MN 93573PE • ti PRELIMINARY 0OREGON 6 F .:.:. .:.::. :. VOW I1 Ir t I 12 • D c H 1...v4 J EXPIRES: 12/31/2019 L__. - ==' C'!.7 -"-' _ PLAN VIEW STAMP 7.--7. ....7. ..`_:... =..;-:: -__,;, -,-.,..€,i _r-T,Th4 fm,--1,-LL, DBG PROPERTIES CF BAGS LLC PLAN VIEW DVERL ryp1CAL -CONTRACTOR 10 MAN NTS MIEN ) OI Ec110N OF TRAVEL MAZER SUPPLY 10 MMNTAN ��pp 1S• OF WATER AT ALL WLIES E>aS1IrfG GRADE NI. - l ..is OR 6 T 1 TIP. — APPROWD &ER1 ITE (REFIT REQl1rtED) 11E GRADE `,r,. . •V. •"- 1 + r. ' �� I _ . '—"—r CONSULTANT •° .L j' •••..._._._._..r_ .:i.i i to. i_i: :I€� e'll�ll. -11-aD` TE /e tEA1l1<111"0.C.BOTH WAYS OCNCRE11.4.4,-,,,?..W.1.-..21.;..7.3. . . - - - r . r r . . r .'i r •- 11- I1 s r:. .r.r.r. r:•:.•.,-.W..1:.•-:•,:•-:1-:1-:1-2.-.1-.•-r'Air CRUSH BASE COURSE 1 .i • ..•.. ._ r . r_ ...Air,'i � 11 €1. 11-IIIIN=i,-iii u=I-1I-II-II 1 FAQ °=f1=li=i€=i1: i1=3.=1=i1"*=:�— AS REUW Dj1 NON-MOVEN =TEXTILE PROFILE PROFILE NOTES: 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FOR FIMI IR I FORMA110N NOTES: AS NEEDED TO PREVENT TRACKING FROM TIRE ON MINN =IERLA SEE WASH; SEDIMENT LADEN WATER MAY BE PIPED TO TION =4CLEAN00014 1. BIC BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. AN APPROVED SEDIMENT TRAP. 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING (2) 1"x 2" WOOD STAKES OR 2. USE GEOTEX11LE FABRIC WITH AGGREGATE FOR A PLANING AND OEMYANUA. APPROVED EQUAL PER BAG. TEMPORARY TIRE WASH. OUTLET PROTECTION RIP RAP CleanWaterrrServices TIRE WASH—(DRIVE—THROUGH) aean � erySer DRAWING NO. 820 REVISED 12-16 DRAWING NO. 870 REVISED 12-16 U111) FM. CO Z W `< 1 E W 0 i J ot 0 a oCLzCt 0 - ~ w � z Q 00 0 o CC U azz Qz Cli 0 ° 0 J F- W � CO VJ 0 L- 0 LL 0Et w W TITLE # DATE DESCRIPTION r; XX U w 6 E m z 0 a-. ca J Q) 0 0, U w N 0 U En REVISIONS 0 0 U 5 o O SLH KDC U DRAWN BY CHECKED BY N LL7 o PFI SUBMITTAL o STATUS 0 0 ti U 02/26/2018 a) DATE o' 2 Li 17052 EPROJECT NUMBER 0 v LTi co 0 N ,,, , EC3 • 1N ,i ©2018 OTAK,INC. go If this drawing is not 22"x 34",it has been o_ reduced/enlarged.Scale accordingly.