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Plans (4) BU P2018 -00091 1 RECEIVED Otak 7 11111 E Fl I E I. I) S . APR 0 2 2018 r ,....iiiiie.----isaiii, �t'ctII,Ui 'GDIVISI4O,FTIGARD ( Otak Architects, Inc. 808 S hir. 'venue, Suite 300 • •eland, OR 97204 -in 503.287.6825 www.otak.corn Baa , I BRIAN R.FEEENER p PROJECT TEAM DRAWING SHEET INDEX a a VIAND,OR Al-0.01 COVER SHEET Al-2.01 BUILDING 1 FLOOR PLAN LEVEL 01 AX-8.11 INTERIOR DETAILS-FIRE RATED DETAILS �ARCHITECT OWNER/DEVELOPER Al-0.02 REFERENCE SITE PLAN Al-2.02 BUILDING 1 FLOOR PLAN LEVEL 02 AX-8.12 INTERIOR DETAILS-FIRE RATED DETAILS Q OTAK ARCHITECTS, INC. DBG PROPERTIES LLC Al-2.03 BUILDING 1 FLOOR PLAN LEVEL 03 AX-8.13 INTERIOR DETAILS 3!29/2018 808 SW THIRD AVENUE, SUITE 300 2164 SW PARK PLACE S0.01 GENERAL NOTES-APARTMENTS Al-2.04 BUILDING 1 FLOOR PLAN LEVEL 04 AX-8.14 INTERIOR DETAILS PORTLAND, OR 97204 PORTLAND, OR 97205 STAMP PHONE: (503)415-2393 FAX: (503)415-2304 PHONE: (503)224-2554 FAX: (503)223-4463 S0.02 GENERAL NOTES-APARTMENTS Al-2.05 BUILDING 1 ROOF PLAN AX-8.15 AIR SEALING COMPARTMENTALIZATION CONTACTS: MATT NEISH, CHRISTINA KWIECIENSKI CONTACT: SKIP GRODAHL S1-2.01 FOUNDATION PLAN-BUILDING 1 A1-2.11 BUILDING 1 REFLECTED CEILING PLANS AX-8.20 STAIR DETAILS 51-2.02 SECOND FLOOR FRAMING PLAN-BUILDING 1 A1-2.12 BUILDING 1 REFLECTED CEILING PLANS AX-8.21 ELEVATOR&MECH SHAFT DETAILS LANDSCAPE ARCHITECT _ OWNER CONTRACTED CONSULTANTS 51-2.03 THIRD FLOOR FRAMING PLAN-BUILDING 1 A1-3.01 BUILDING 1 EXTERIOR ELEVATIONS AX-9.01 WASTE ENCLOSURE OTAK, INC. S1-2.04 FOURTH FLOOR FRAMING PLAN-BUILDING 1 A1-3.02 BUILDING 1 EXTERIOR ELEVATIONS -� � 808 SW THIRD AVENUE, SUITE 300 CONTRACTOR S1-2.05 ROOF FRAMING PLAN-BUILDING 1 A1-4.15 BUILDING 1 BRIDGE PLAN, SECTION & ELEVATION EC0.0 COVER SHEET&GENERAL NOTES -- -„iir 1' n-Lr�� PORTLAND,(503)287-6825 77204DBG PROPERTIES LLC S1-3.01 SHEARWALL PLAN-BUILDING 1 EC1.0 CLEARING&DEMOLITION PLANS(1 OF 2) PHONE:O : NORTH 2164 SW PARK PLACE S1.4.01 SHEARWALL ELEVATIONS-BUILDING 1 AX-4.11 WALL SECTIONS EC1.1 CLEARING&DEMOLITION PLANS(2 OF 2) DBG PROPERTIES CONTACT: KAITLIN PORTLAND, OR 97205 S8.01 FOUNDATION DETAILS-APARTMENTS AX-4.12 WALL SECTIONS EC2.0 GRADING, STREET AND UTILITY CONSTRUCTION LLC 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 COLEMAN S8.03 FOUNDATION DETAILS-APARTMENTS AX-5.01 STAIR 1 PLANS&SECTIONS EC3.0 EROSION CONTROL DETAILS 808PO STL 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 97204 58.21 FLOOR FRAMING DETAILS-APARTMENTS AX-5.03 ELEVATOR&MECHANICAL PLANS&SECTIONS PHONE: ENAYAT SCHNEIDER SMITH ENGINEERING, INC. CONTACT: KYLE CHILDERS 3141 WALNUT STREET, SUITE 203A S8.22 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 58.31 ROOF FRAMING DETAILS-APARTMENTS AX-5.13 UNIT PLANS TERAGAN &ASSOCIATES, INC. CONTACT: WAHID ENAYAT 3145 WESTVIEW CIRCLE S8.32 ROOF FRAMING DETAILS-APARTMENTS AX-5.14 UNIT PLANS LAKE OSWEGO, OR 97034 GEOTECHNICAL ENGINEER 58.41 SHEAR DETAILS-APARTMENTS AX-5.15 UNIT PLANS PHONE: (503) 697-1975 FAX: (503)697-1976 RHINO ONE GEOTECHNICAL S8.42 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 A1-0.11 BUILDING 1 CODE SUMMARY AX-5.18 UNIT PLANS PHONE: (360)258-1738 Al-0.12 BUILDING 1 CODE PLANS LEVEL 01 -02 AX-8.01 EXTERIOR DETAILS-OPENINGS MFIA, INC. CONTACT: RAJIV ALI Al-0.13 BUILDING 1 CODE PLANS LEVEL 03-04 AX-8.02 EXTERIOR DETAILS-OPENINGS 2007 SE ASH STREET GREEN BUILDING CONSULTANT Al-1.01 BUILDING 1 VERTICAL CONSTRUCTION ASSEMBLIES AX-8.03 EXTERIOR DETAILS-SIDING PORTLAND, OR, 97214 Al-1.02 BUILDING 1 HORIZONTAL CONSTRUCTION ASSEMBLIES AX-8.04 EXTERIOR DETAILS-FOUNDATION PHONE: (503)234-0548 FAX: (503)234-0677 EARTH ADVANTAGE CONTACT: JAMES L. TORMEY 623 SW OAK ST, THIRD FLOOR Al-1.11 BUILDING 1 SCHEDULES AX-8.05 EXTERIOR DETAILS PORTLAND, OR 97205 Al-1.12 BUILDING 1 SCHEDULES AX-8.06 EXTERIOR DETAILS-ROOF PHONE: (503)968-7160 X23 Al-2.00 BUILDING 1 SLAB PLAN AX-8.07 EXTERIOR DETAILS CONTACT: ERIC FOLEY PROJECT INFORMATION ABBREVIATIONS SYMBOLS VICINITY MAP ENERGY CODE COMPLIANCE S'TENUMBER GB GRAB BAR PERF PERFORATED, & AND GPM GALLONS PER PERFORATE 2 • ASSEMBLY TAG LEGAL DESCRIPTION: C L CENTERLINE MINUTE PLAM PLASTIC \ . 251010001600 AC ACRE GYP GYPSUM LAMINATE ACC ACCESSIBLE PL PLATE, WINDOW TAG i� ll1�'rIidfi 4,(3.$. TOTAL SITE: 14.88 ACRES AED AUTOMATED HB HOSE BIB PROPERTY LINE 0 EXTERNAL HC-PHB HOLLOW CORE PLYWD PLYWOOD NIA _ Envelope Ian r,# a ON-SITE IMPERVIOUS (BLDGS): 69,091 SF (1.59 ACRE) DEFIBRILLATOR PRIMED PNL PANEL ��99 TIGARD ON-SITE IMPERVIOUS (ROADS,WALKS): 227,986 SF(5.23 ACRE) AFF ABOVE FINISH FLOOR HARDBOARD PNT PAINT ` / STATION TC WEST ti� ADJ ADJUSTABLE HDR HEADER PR PAIR DOOR TAG . ' 1- ZONING: AHU AIR HANDLING UNIT HDW HARDWARE PREFIN PREFINISHED Al Na ALUM ALUMINUM HM HOLLOW METAL PREPR PRE-PRIMED • MUE(PD) APPROX APPROXIMATE HORIZ HORIZONTAL PT PRESSURE N LLI S'-rh, ;;' EnorgY 2014 Y APT APARTMENT HR HOUR TREATED, NORTH ARROW id9 2 , Prod : EXISTING USE: VACANT LAND HVAC HEATING POST TENSION ` Az-,0 .. BD BOARD Eimm VENTILATION ,` sp pA1 . dwn4/Agank Designer/.ontractor: PROPOSED USE: 4 STORY WOOD FRAMED APARTMENTS. BDRM BEDROOM AND AIR R RISER, RADIUS co BLDG BUILDING CONDITIONING R&S ROD AND SHELF \v 0 &ng:f;aman{mam ciao Tigard,O+egort BLKG BLOCKING RCP REFLECTED 1 1 F -1 Ce Q" ` °"� 24. BM BEAM IBC INTERNATIONAL CEILING PLAN(S) 48 Qi A► 4-8 01` DETAIL TAGS `�` - vititaait says PARKING a I BOT BOTTOM BUILDING CODE RD ROOF DRAIN �� L i y ``` 1-mug arr ': ioae4dr STANDARD PARKING STALLS ARE MINIMUM 8.5'x 18.5'. BR BEDROOM ICBG INTERNATIONAL REF REFERENCE EL r) \ ACCESSIBLE PARKING STALLS ARE MINIMUM 8.5'X 18.5'WITH 5'AISLE. CONFERENCE OF REEL REFLECTED I)tt#a ►+� �lr$ en QCIP CAST-1N-PLACE BUILDING REFR REFRIGERATOR C)A4-3.03 \ COMPACT PARKING STALLS ARE MINIMUM 7.5'x 16.5'. CJ CONTROL JOINT OFFICIALS READ REQUIRED EXTERIOR ELEVATION TAG PROJECT 1 CL CLOSET IN INCH REST RESTROOM 1D CO TOTAL PARKING REQUIRED #OF STALLS SITE CLG CEILING INFO INFORMATION RM ROOM TOTAL SURFACE STALLS 428 CLR CLEAR(ANCE) INSUL INSULATE(D), (ION) RO ROUGH OPENING \ MAX. COMPACT SURFACE STALLS 50%OF TOTAL CMU CONCRETE UNIT INT INTERIOR 1C A4-5.11 1A INTERIOR ELEVATION TAG it Y N W \ TOTAL ACCESSIBLE STALLS 9 MASONRY SAME SELF-ADHERING N w (PER OSSC 1106.2) CPT CARPET JAN JANITOR'S MEMBRANELLJ Z \ \ } COL COLUMNS JST JOIST FLASHING TOTAL PARKING PROVIDED 428 CONT CONTINUOUS SD SMOKE iB mime = Q CONC CONCRETE KDHM KNOCK-DOWN DETECTOR co c/ TOTAL STANDARD STALLS 233 CORR CORRIDOR HOLLOW METAL SF SQUARE FOOTAlk BUILDING SECTION TAG LL TOTAL COMPACT STALLS 184 KIT KITCHEN SHTHG SHEATHING W W D DRYER SIM SIMILAR '4-4.01 ----,4-4.0Q TOTAL ACCESSIBLE STALLS 11 �i � DBL DOUBLE LAM LAMINATE SPEC SPECIFICATION OF DRINKING LAUN LAUNDRY STD STANDARD C7 0 A L NOTES T E S glJ#I_p1NG DATA FOUNTAIN LD LOAD STL STEEL 1 WALL SECTION TAG co 0 GE N E I� DIA DIAMETER LGT LIGHT STOR STORAGE 4-4.11 NUMBER OF DWELLING UNITS 264 DIM DIMENSION LN LINEN STC SOUND CONSTRUCTION TYPES VA-APARTMENTS ON DOWN LVT LUXURY VINYL TRANSMISSION TOP OF SLAB TITLE 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND 15 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT VB-CLUBHOUSE DR DOOR TILE CLASS 1 pp�_p� S ELEVATION DATUM SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS PARKING PAVING WITHIN 5' OF A BUILDING AWAY FROM THE BUILDING. IF NUMBER OF FLOORS 4 DS DOWN SPOUT LW LIVE/WORK STRUCT STRUCTURAL # DATE DESCRIPTION BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CML BUILDING AREA SEE SITE PLAN SHEET A-0.02 DU DWELLING UNIT SV SHEET VINYL FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. BUILDING HEIGHT 44'-0"+1-TO TOP OF HIGH ROOF DW DISHWASHER MAINT MAINTENANCE A.1 GRID LINE/GRID BUBBLE CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR DWG DRAWING MATL MATERIAL T TREAD DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO MAX MAXIMUM TEMPERED INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC., AND PROCEEDING WITH THE WORK. UNIT MIX EA EACH MDF MEDIUM DENSITY T&G TONGUE& ROOM TITLE RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR EJ EXPANSION JOINT FIBERBOARD GROOVE ROOM NAME LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE EL ELEVATION MECH MECHANICAL TB TOWEL BAR HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS RESERVED. DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING ELEC ELECTRICAL MEMB MEMBRANE TEL TELEPHONE O TEMPERED GLAZING COPYRIGHT 2018. WITH THE WORK. ELEV ELEVATOR MFR MANUFACTURER TO TEMPERED SEE SITE PLAN SHEET A-0.02 FOR UNIT MIX INFORMATION. EP ELECTRICAL MIN MINIMUM GLASS 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS PANEL MIRR MIRROR(ED) THK THICK, OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF EQUIP EQUIPMENT MISC MISCELLANEOUS THICKNESS D REVISION TAG AND CLOUD SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS EQ EQUAL MO MASONRY TO TOP OF ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER ARE COMPLETED. EXIST EXISTING OPENING TP TOILET PAPER REVISIONS EXECUTION OF THE CONTRACT. EXT EXTERIOR MTL METAL TIS TUB/SHOWER 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE TYP TYPICAL 3, ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP FC FIBER CEMENT N NORTH SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A EDGE, OR AS NOTED. FCP FIBER CEMENT NA NOT APPLICABLE UL UNLIMITED CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY PANEL NIP NOT IN THIS UNO UNLESS NOTED Author Checker INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION FBGLS FIBERGLASS PACKAGE OTHERWISE RELATED PERMITS / REVIEWS DRAWN BY CHECK BY OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND FD FLOOR DRAIN NO NUMBER UNFIN UNFINISHED CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FEC FIRE EXTINGUISHER NR NON RATED PERMIT SET SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS CABINET NTS NOT TO SCALE VCT VINYL • PDR2017-00004 PLANNED DEVELOPMENT REVIEW STATUS OWNER. EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES FIN FINISH COMPOSITION • SLR2017-00005 SENSITIVE LANDS REVIEW (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO FLR FLOOR OC ON CENTER TILE • MLP2017-00009 MINOR LAND PARTITION 03.29.2018 4, THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND FND FOUNDATION OCC OCCUPANT(S) VERT VERTICAL • PF#2018-00049 PFI SUBMITTAL DATE THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE ACCESSORIES. FO FACE OF OCCUPANCY(IES) VRFY VERIFY • XXXXX SITE DEVELOPMENT SUBMITTAL ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH FOC FACE OF CONCRETE OLF OCCUPANT LOAD VS VERSUS 17052 WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FOF FACE OF FINISH FACTOR W WASHER DEFERRED SUBMITTALS PROJECT NUMBER UNLESS INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECTS SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOS FACE OF STUD OPP OPPOSITE W/ WITH CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE FOW FACE OF WALL OPNG OPENING WD WOOD ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED FRP FIBER REINFORCED ORD OVERFLOW ROOF WH WATER HEATER METAL GUARDRAILS AND TO THE COPYRIGHTS. ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY PLASTIC DRAIN WIC WALK IN CLOSET • METAL GUARDRAILS WOODEN FD HANDRAILS S ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS FT FEET OSB ORIENTED WIN WINDOW CITY OF TIGARD Al -0 . 01 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. FTG FOOTING WALL STRAND WP WATERPROOF • WOOD ROOF TRUSSES roved byPlanning ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN FT FEET BOARD WR WATER • SPRINKLER SHOP DRAWINGS Approved CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY OSSC OREGON RESISTANT • PRE-MFR BRIDGE Date: • - 2. . ©2018 OTAK,INC. WORK OF ELEMENTS RESULTING IN CONFLICTS. GA GAUGE,GYPSUM STRUCTURAL WRB WATER Initials: Yr3t'� It this drawing is not 24"x 36",it has been ASSOCIATION SPECIALTY CODE RESISTANT reduced/enlarged. Scale accordingly. GAL GALVANIZED OVFL OVERFLOW BARRIER BLDG AREA UNIT COUNT SITE NOTES BUILDING NO. NO. OF TOTAL GROSS BUILDING NO, TYPE 'A' UNITS TYPE 'B' UNITS TOTAL .....iimorrielr-Al ilk 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. ii#r___ o__,.,:_,_:________... ,..72\. FLOORS BLDG AREA (SF) CUSTOMER COMPARTMENT REACH RANGE MUST BE WITHIN 48"AND 28"AFF. SEE A3-9.01 FOR ADD INFO. BUILDING #1 4 49,648 BUILDING #1 3 (2) 1 BD, (1) 2 BD 53 56 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL Otak Architects, Inc. SERVICE THAT MAILBOXES COMPLY WITH USPS 808 SW Third Avenue, Suite 300 BUILDING #2 4 41,812 BUILDING #2 3 (2) 1 BD, (1) 2 BD 45 48 REQUIREMENTS. •ortland, OR 97204 3. SEE SITE DEVELOPMENT SUBMITTAL FOR ADDITIONAL ain 503.287.6825 BUILDING #3 1 3,342 BUILDING #3 0 0 0 0 INFO. www.otak.com 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 BUILDING #5 4 49,648 BUILDING #5 3 (2) 1 BD, (1) 2 BD 53 56 4' ' 1 372 BUILDING #6 4 58,671 BUILDING #6 3 (1) 1 BD, (1) 2 BD, (1) 3BD 53 56 R.F BRIAN R.FLE1=�IER TOTAL 253,969 TOTAL 15 249 264 LEGEND . P�RTLANp,OR • 40001100110 ACCESSIBLE PATH OF 0 3/2912018 STAMP PROJECT INFO ..,--T 11-2 1-,,-_ TAX MAP I LOT NOS: W2SASHINGTON COUNTY 10100TAX LOT 1 00 TAX MAP DBG PROPERTIES LLC ZONING: MUE(PD) CONSULTANT 4 1 / ::::::°' zoix. O. \ • ..' 01(1.° • . ,C3' --- r\ \/ • • • • 4°...........:-_1::::::;..::•'''' '. , ;!....,;1-1-'''". \ 4 • ./- ).: . .5 ''' ';-- :� , _ Nii / • ,0:::::::•I'- $:**". 41:44' • / -83 ° i : PEDESTRIAN PATH . • ,,:,-...- ' ....-- - - - 1 ...----"77 . - ,---- . to - CLICIC - ; '` .,-#)\ • 1/./doi 74: -if ---.,---- - 0 '---- ---- . .: 1 \ • ', - . • 0 50 LOPEMENT / 1 ® , ::; 4'. -0 0. / /7 0 % Nil \ �- _ :Y .. BU • . / `',.J ° o4.:10,, .-.41.. ®y y '� • .' 7-°: '� r PROPERTY LINEr u / ®' a ':717 L QW CY7°ice \\\* ,, • ® , >� CV. • / �� a a a a a�a� a� o a�� aa� al laI a s a n o o��a a a o ` • / o J WPEDESTRIAN . - `� • \ / ,.. .^ ® C / N U ACCESS BRIDGE ) ''� '� a o a o o , �„ / 2 STORM WATER / ..... _ ct Z i \ ;:/ I �� . r.,. .., :' TREATMENTACCESSIBLE / i • • / \\ ` •0: FAC LITY / 2 QWoV.RAMP • �/t� ��'�®--�, e��' ® � o +� °., =:.• :>• 0/ J s' illP ." PEDES MAN •• • • ' I \ � '' �� ' ''� �+��•, , U3 W LLI w - ACCESS BRIDGE ) __ ® m _ • •� w I /" O Q ----'-'$''''. 1: ' ,, V' / w� OPEN SPACE .. itI,:�: / �_ F WATER 7.,....m., '`'• • c�e/ .1,•;,, � • -' PLANTER TYP. — LUSTER M s, . . _ ::.. � L.1L .::; �� 1 . . _ ... 4 `� � � PEDESTRIAN � `'' "IL' .. tiI_1 �' � ''. /� ;A: ILBOXES ACCESS BRIDGE h RETA KING WALL -_ / "'' ...�` _ �— - , , I TITLE I - rrr r SEEill MI* CIVIL, 5 I 1 :4,,.M1., -:M�.,r - .- %- ,rr.-' �. .�.. .:testi 1 s., _ i .'d- " W-A•'sr rr -.r ,- . r.• I .,;.., SWIMMING '-'1.1;":':-' 1 \ \ � V 7 # DATE DESCRIPTION v .,.> r, Ill :.., 5....: .- ua POOL AR <. BLD :, x �r r NOTE. SEE SITE DEVELOPMENT PACKAGE g I G • '11111 Ir FOR LANDSCAPE PLANS FF=205.25 { I �a� r =1.8.25 a N - ... .., ,... „a.. N F2'f31.25 / T) 9' 11�, O _ PERMI 4 9 I 1 ,r� AP \ I ` -Z I ETT :71 7 i Y Y Y T l i '[ H I !! 2 A I I F T Y Y I Y X 3. Z ! 7.. R I i'''''':i::"'; i' F. 1 S. x 1 i I I l Y F b Z I Y I T! 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If this drawing is not 24"x 36",it has been ' 1-0.0 SCALE: 1"=60'-0" reduced/enlarged. Scale accordingly. LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES _ I DESIGN LOADS PROJECT GENERAL NOTES CONCRETE-CAST-IN-PLACE __ _" 'S 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 „,„,..„,--- _,,z_ -- ,,,,,-''''-a'121.../L j L CODE CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITIES. THESE SHALL CONFORM TO THE FOLLOWING TABLE: FRAMING LUMBER INSTITUTE, EXCEPT AS NOTED OTHERWISE. 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 0.55 4-6 0- 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 ON3DRAWINGS. 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 CONTRACT DOCUMENTS. ALL OTHER STRUCTURAL 3,000 0.55 2-4 4-6 Portland, OR 97204 B. LIVE LOAD/CORRIDORS 20 PSF 2. LUMBER GRADE SHALL BE AS FOLLOWS: 3. MEMBERS SHALL NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: main 503.287.6825 CONC. NOT NOTED C. DEAD LOAD(TRUSS TOP CHORD) 11 PSF A. EXTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.Q. ON DRAWINGS ROOF LIVE=L/360 ROOF DEAD=U240 www.otak.com 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=L/480 FLOOR DEAD=U240 E. DEAD LOAD(TOTAL) 20 PSF CONDITIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING,AND CIVIL 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 " «: r 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 PROT�s ' 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 ♦c,'� G t N F `,i 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) ONE(1)AT SEVEN(7) DAYS. THREE(3)AT TWENTY-EIGHT(28)DAYS,AND ONE(1) 3.ALL MEMBERS 3x OR LESS(LEAST DIMENSIONS)SHALL BE KILN-DRY W/15% INCLUDE ALL MEMBER FORCES AND COMBINED STRESSES FOR VERIFICATION. �' 8• t 1% 'y MECHANICAL UNITS,AND PENETRATIONS REQUIRED FOR MECHANICAL, ELECTRICAL, ...�. 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. ' +HI' 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 •1 ~` 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. 'S► 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 �`13 G. t14' 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. 1 EXMMIES: 12/31/ ICI 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. GROUND SNOW LOAD Pg 25 PSF 7.BLOCK ALL SHEAR WALL SHEATHING WITH 2 x 4 FIAT 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 �,, ( J- �- C. EXPOSURE FACTOR Ce 1_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 - I L.f L `'1 -,,- 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 DIA X 31/2"LONG 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" REQUIRED TO PROVIDE A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM. ....__._r 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 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 �r.1�� - D. RISK CATEGORY II REGISTERED IN THE PROJECT STATE. THE CONTACT SURFACE CLEAN AND FREE OF LATENCY. CONSTRUCTION JOINT OTHER THAN"COMMON"NAILS IS NOT PERMITTED WITHOUT PRIOR APPROVAL. POWER PIPE, PLUS A MINIMUM 250Ibs LOAD,APPLIED AT THE POINT OF HANGING PER NFPA.THE DRIVEN NAILS OTHER THAN"COMMON"NAILS MAY BE USED IF PRODUCT DATA IS Enayat lb'-.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 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 yidineering, , ,{.>" TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS,SUBJECT TO REVIEW BY "" THE PROJECT ARCHITECT AND ENGINEER. 9. CONTRACTOR SHALL SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION 9. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1'-0", EXCEPT AT PLYWOOD 11.TRUSSES ATTACHED TO A WOOD LEDGER SHALL USE A TOP FLANGE HANGER OR 3141 WALNUT STREET, STE.203A 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 1 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 X 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. N � - g 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 Q- u?O Z WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE MANUFACTURER'S RECOMMENDATIONS. ASSOCIATION RECOMMENDATIONS. USE AS ERECTION PLANS OR SHOP DETAILS. in co C4 LL O CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ALL DISCOVERIES HE BUILDING 0 BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE 11. CONCRETE TOPPING FOR METAL DECKS SHALL NOT INCLUDE ANY ADDMIXTURES 11.WHERE PRESSURE-TREATED PLYWOOD IS INDICATED ON THE DRAWINGS, IT SHALL 2. USE OF ESS'S ELECTRONIC FILES AS A BASE FOR SHOP DRAWINGS REQUIRES PRIOR o 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 a LOADS SHOWN ARE SUCH DISCOVERIES. WOOD PRESERVERS BUREAU)QUALITY MARK. ESS'S NAME AND LOGO FROM ALL SHEETS. ULTIMATE UNLESS CC 12.ALL LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 110 pcf. a ,, NOTED z 12. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND 12. SOLID BRIDGING AT MAXIMUM OF 8'-0"ON CENTER SHALL BE REQUIRED WHERE 3.THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS SHALL SUBMIT IN WRITING in Zo w 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. co" ' 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 16'-6" 1...6'-6"..1 13. THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING AVAILABLE 13. DOUBLE UP STUDS AT CORNERS AND JAMBS OF OPENINGS LARGER THEN 6'-0"AT CHANGE IN WRITING"UNLESS SPECIFIC SUGGESTED CHANGES ARE CLFr4RLY 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 CML,ARCHITECTURE, MECHANICAL, ELECTRICAL, „ „ • GLUE LAMINATED MEMBERS A. RISK CATEGORY II AND DRAWINGS FORM OTHER DISCIPLINES.THE CONTRACTOR SHALL COORDINATE ALL 3.PLACE 2'-0"x 2'-0"BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND 15.ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. • PRE-ENGINEERED ROOF TRUSSES B. SEISMIC CATEGORY D REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. • REINFORCING STEEL C. IMPORTANCE FACTOR, le 110 16.ALL HEADERS NOT NOTED SHALL BE A MINIMUM (2)2x8 WITH(1)2x6 T&K AT • STRUCTURAL STEEL D. SITE CLASS D 15. ITEMS, IN THE OPINION OF THE CONTRACTOR,THAT APPEAR TO BE DEFICIENCIES, 4.ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN OPENINGS<=6'-0"&(3)2x10 WITH (2)2x6 T&(1)2x6 K AT OPENINGS<=8'-0". • GUARDRAILS/HANDRAILS AND THEIR CONNECTIONS E. RESPONSE MOD FACTOR(R) 6_5 OMISSIONS,CONTRADICTIONS,OR AMBIGUITIES IN THE PLANS/OR SPECIFICATIONS ACCORDANCE WITH A.C.I. DETAILING MANUAL 315. CO 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 G. MAPPED SPECTRAL RESPONSE ACCEL., Ss 0.975 OR SPECIFICATIONS WILL BE CORRECTED OR WRITTEN INTERPRETATIONS OF THE 5.ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. BLOCKING WITH 10d NAILS AT 4"O.C. PROVIDE 2x8 BLOCKING AROUND ALL OPENINGS IN REVIEWED AND COMMENTED ON BY THE CONTRACTOR. H. MAPPED SPECTRAL RESPONSE ACCEL., S1 0.423 ALLEGED DEFICIENCY,OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY FLOORS NAIL WITH 10d NAIL AT 4"O.C.AROUND THE OPENING. PROVIDE SOLID Z I. 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 Z - J. DESIGN SPECTRAL RESPONSE ACCEL., Sdl 0.444 RESPONSE IN RECEIVED FROM THE STUCTURAL ENGINEER. TRADES, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. BEARING TO THE TOP OF COLUMN OR POST. BE BY THE DEFERRED SUBMITTAL SUPPLIER.THE DEFERRED SUBMITTAL SUPPLIER K. ANALYSIS PROCEDURE= EQUIVALENT LATERAL FORCE ANALYSIS SHALL PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING M W 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. 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. immin M. BASE SHEAR(ULTIMATE) THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT BE RELIEVED OF ANY 2"TO EARTH FACE OF WALL 8.ALL DEFERRED SUBMITTALS SHALL BE ATTACHED TO THE PRIMARY STRUCTURE � I- a. BLD 1 = 181K REQUIREMENTS OF THE CONTRACT DOCUMENTS BY VIRTUE OF THE STRUCTURAL 1 1/2"TO INSIDE FACE OF WALL 19. PROVIDE ONE 1/4"x3"x3"MINIMUM GALVANIZED PLATE WASHER(CONFORMING TO WITH A PINNED CONNECTION. MOMENT CONNECTIONS TO THE PRIMARY STRUCTURE Ce Ce 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=36K CONTRACTOR HAS CLEARLY AND EXPLICITLY INFORMED THE STRUCTURAL ENGINEER • 1"TO TOP AND BOTTOM CONCRETE SLAB SURFACES CENTER OF SLABS-ON-GRADE. AND SEISMIC)UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND ENGINEER IN WRITING PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS OR < EC( d. BLD 4= 188K IN WRITING OF THE DEVIATIONS OR SUBSTATIONS AT THE TIME OF THE SUBMISSION. TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL CALCULATIONS. 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 e. BLD 5= 181218K "BUILDING CODE REQUIREMENTS FOR REINFORCING CONCRETE", CLASS B, UNLESS WASHERS. 9. LOADING AND LOCATION FOR THE ATTACHMENT OF DEFERRED SUBMITTAL ITEMS SPECIFICATIONS,THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON � f. BLD 6=218K 17.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, NOTES,AND ACI 20.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 1 ALL FLOOR DECKING SHALL BE GLUED AND NAILED TO JOISTS. ALL FLOOR DECKING WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 1 7.ALL LOADS INDICATED ON THE PLANS ARE ALLOWABLE STRESS DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS [� 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. CO SHOW, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE 9. REINFORCEMENT BARS SHALL NOT BE TACK WELDED,WELDED, HEATED OR CUT, 10. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST TENSION LOADS. PROJECT. UNLESS INDICATED 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 CI LLI Ct.) O STRUCTURAL ENGINEER OF RECORD. (OR APPROVED EQUAL)AND SHALL BE THE SIZE AND TYPE INDICATED ON THE INCLUDE BRICK/CMU VENEER. N 18.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN BE OF THE SAME TYPE AND DRAWINGS. misli 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 N ti Z PROJECT ARCHITECT AND ENGINEER. "ON CENTER(O.C.)"SPACING. 22.ALL FASTENERS (NAILS, SCREWS,ANCHOR BOLTS, ETC.) IN CONTACT WITH W Z Cn �� -JPRESSURE TREATED OR FRT LUMBER SHALL BE CORROSION RESISTANT IN = 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 L.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 L U 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 OFFICIAL WHEN THE PERMIT IS OBTAINED WEATHER ANY LETTERS OF CONSTRUCTION EQUAL. ABV ABOVE LOC LOCATE/LOCATION = COMPLIANCE WILL BE REQUESTED FORM THE STRUCTURAL ENGINEER, IF SO,THE ALT ALTERNATE/ALTERNATING LVL LAMINATED VENEER LUMBER IT Wrn 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 r"' ~ V 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,perp Fc,parll Fv WITH ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153,A.I.S.I. BLKG BLOCKING MANUF MANUFACTURER TITLE 304 STAINLESS STEEL)AND CONFORM WITH FS-S-325, GROUP II,TYPE 4, CLASS 1. LSL(<9.5") 1,300ksi I,700psi 1,075ps1 680psi I,400psi 400psi BOTTOM OF STEEL MAX MAXIMUM LSL(9.5"+) 1,550ksi 2,325psi 1,070psi 800psi 2,050psi 310psi BOS LVL 1,900ksi 2,600psi 1,555psi 750psi 2,510psi 285psi BOT BOTTOM MIN MINIMUM # DATE DESCRIPTION FOUNDATIONS: 2.ADHESIVE ANCHORS SHALL BE I.C.C.-APPROVED AND SHALL CONSIST OF ALL-THREAD PSL 2,000ksi 2,900psi 2,025ps1 750psi 2,900psi 290psi BRK BRICK NS NEAR SIDE ANCHOR ROD, NUT WASHER AND ADHESIVE CAPSULE.ANCHOR RODS SHALL COMPLY 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 CU CONCRETE UNDERLAYMENT REINFORCING MINIMUM EXTERIOR FOOTING DEPTH= 1'-6" MINIMUM INTERIOR FOOTING DEPTH= 1'-0" 26.ALL RIM JOISTS SHALL BE AS NOTED ON PLANS AND DETAILS. RIM MATERIAL SHALL D DEEP/DEPTH RT ROOF TRUSS BE ICC APPROVED FOR RIM JOIST APPLICATIONS DF DOUGLAS FIR SBW STEP BOTTOM OF WALL 3. RETAINING WALL DESIGNS ARE BASED ON THE FOLLOWING: 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. TDS EMBD EMBEDMENT T TOP SB,JD 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 70P OF FOOTING 03.29.2018 7.ALL FORMS AND ORGANIC DEBRIS SHALL BE REMOVED PRIOR TO BACKFILLING. FIG FOOTING TOGB 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 STEED TOP OF SLAB 9. DO NOT PLACE BACK-FILL AGAINST FOUNDATION WALLS UNTIL FLOOR SLABS AT THE TOP IF INTERIOR FACE NP TYPICAL AND BOTTOM ARE IN PLACE OR ADEQUATE BRACING IS INSTALLED AND CONCRETE IS L LONG/LENGTH UNO UNLESS NOTED OTHERWISE CURED. W WIDE/WIDTH WWF WELDED WIRE FABRIC Saio I ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. SPECIAL INSPECTIONS PROGRAM-APARTMENTS 3 ? ESTABLISHED PER THE SPECIFIED BUILDING CODE AND LOCAL AMENDMENTS f 16'-0" h -1.1 Otak I- BRIDGE ABUTMENT, SEE 3/ S8.04 � ! f� -1110A L • L J › Otak Architects, Inc. U w 808 SW Third Avenue, Suite 300 w u) Portland, OR 97204 A11110 (111) (1) 1 .4 4 p, 1 .7 11 .8 1 .� 1 .1 1)1 il main w503v ot8 kc om 208'-6112" 33'-4114" 23'-5" 14' - 3112" 19'-7" 3'-9518" 19'-7318" 3' - 10" 19'-7" 14'- 3114" 23'-5114" 33' -4114" . ��Ep PRot;5 i i i >~s r--1-• Ir I r i----• 0.--ma, T /11.-.t 1~� G i N e `4, tt F - I 23' - 1112" 10'-0" 2314" 13'-2114" 10'-0" 2314" 13'-2114" 1'- 11/4" 19'-4114" 2314" 113' -2114" 10'-0" 2314" 13'-21/4" 10'-0" 2314" I 13' -2112" 10' -2314" I 10'-2314" 2V-1112" I QC - , 1 _i, i I 1 I : - -III- I I- f I I I - � {I �y�o G E iT67' 1 ' i ' H !EXPIRES: 12/31/ Iq H � \ 58.04 hE _ - .. . IDA PLANTER, ✓ 1 - BRIDGE FOUNDATION 3-29-2018 SEE 5/S7-2.01 I I STAMP - - ' 2 I I I I I I I I I i- 1 T V ,I I I _ • T.O.F.=-3'-6" 10 S8.03 ., 1 ii © ir, SB 01 41) F9 5 © 4D F9 58.02 r ) - - -r � �t � � 58.03 (11) 88.02 -� Q CD alko. - --1-(-F._4_,-" 0 - - - _ = r -I u I 4111- - - 17 17! r- _ -I 1 il F3 , ______IE r 17 -1 r -1 DBGIPROPERTI ES 0 1 A A , I 12 T. ' I , r �'-1 LLC I !I CP 7410 CI) L_ ''r-., --p 11LLJ11 III II 1YrL�_ -. '1 �.._._ I� �I-� I- I = I I 1 1a TOF = 5' 3" - -- � T - - - Tj � ,� Ll - === { II T '� 1 TT -To 1 rT T I ! �` T ss.o1I �_� TOF=-1'-4" III L IJ i I 1 I �I 0 11 '1 SchEnaneider ® - L' r 1(38.03 i l I 1 5mRh �1* yo� 1 m 11 I I I I I I I 1r11 1 a 1 I IEnineering,iIM1c.I F9 58.01 I I 1 m1I I I I �F1} 1 1 _ I 1 I I f HD3141 WALNUTSTREET, STE. 203A 1) II 1 58.01 II I I __I 11 ABU POST BASE H { 1 I �i I I'i. DENVER, COLORADO 80205 0 6 I0 I { I 38.01 I I ' IlD h I I 1 I I0 720.904.1234 www.essdenver.com 38.41 q_ � -i1 1- - --1 `( I I _._.: l 16" E.W.'REPARE©SUBGRADE II I r L I r _.:I I 11 )- - L j J N r , �`_ { i Lam ' L PER 1E SOILS REPORT -- -TFT L-�J - I e F14 { I I J I� _ L - - I CONSULTANT _....�_ _- I I - a e 1 1 I I I 0'_0" 1 - { I _�� tliu4_-_,j L i___ __1 I I t J I . , I I - � �' I I I IwALLTTYP 11 S I I 1 1 Lill _ \' I - I i- L I I 1 1 ___ 1 I I I I 17-.0.s.- I , I ii I I I I I I I I I I I I I, I I;h } I 10 - 1 LJ I I II �:__ I f J- I ._ - I -- I, 1 I I, - I I { - I 1 9- ti I I I I 1 ss.41 I 1 7 -1.1 I y I y I 11... _. y 1 I y 'so fi -1 i I fi I I yo I I i1�a y0 i w I II ��__ . f 1 11 o I � , 0 i I S8.01 0 { I. 41-T--11 l 1 I I I41) I i �, Al -----7 j j I I I a 1 { I I I I I I 1 `/ I I r 1 HD I �= � - r- - - - - _ -_ �'- TT - - -TT- TT- - - 7T- - - TT I ! 77 TT TT 7T- 7T TT TT- TT ..I TT TT 7T 7T- 7 , _. ic.a. to . I I H-0.7 __.i.L_HLI I I I I -5, 4,1 I ti0 I I I I ti0 _ _ - 1 ELEVATOR SLAB BELOW I I I I I I I I I I I ® I I I I I I I I I I I I I A iI I 1 C - - --1=r7F r ,r I - ow - 1 - I. - : J{ y y 4111) I 11 I 110 1 ' I 1 I; 11 SII I o 1 w y I1 No 1 �I i Hp al I I . 1 `o- �� .� '0 '1 0 I _ I I- 1 o I I E / . I 1 58.02 I -I 1 I I I { •I I I ' I I ! •w I I 1 = I i I T i w �___. _ IIT- ! 1 I -- 1 J I fi I I I 1111 I I { I I F6 �_ W i 1 I I I. 'I T 1 I { S8.01 { I I r I I I t=, r 1 I I I I I I I 58.03 I I I I I I ! I I I �I,J ,, I I I J { ' - �.r I `.... .._. CD: {_ - - I f I 11 8" STEM t IH 10 if II � lAil.10- I = 1 A I T I F9 L J � � J I I ■ a - - i II f I I I II L � _ �1 I I I I [i .r 11 S8.03 ( I I I 11 58.03 I0 i I I I I-� gil) r I Ho N- N 1 1 1 I { I I I =: - --- I� -- ABU POST 1 I1 I 1 I 1 - 1 1 f Z F9 ! 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L 0_ _ 5-- 0 0 CD , . , Iiiii , , , 7- - 8 03 - l 1 Q jI I _�I _ F15 I I I 1 _... { S8.03 6 I I I Ark I I s8.o3 I 111 __. ._I I © 1 T.O.F.=-1'-4"` R, 4 1 tl n 58.02 1 -- T.O.F.=-� 3 8.41 - j Cr) SITE RETAINING WALL, I 38.03 - Y N Z SEE 6/57-2.01 58.03 T.O.F.=-5'-3" �' I N N- I 0 T.O.F.=-0'-8"U.N.O. @ INTERIOR ----4-_ ._-._ W z CA 1- ids_ 5" SLAB-ON-GRADE WI T.O.F.=-8' 8" T-O.F.=-5'- 3" 1 ■ I 0 Q 18" E.W., TYPICAL FOR i•` O 0 EPDXY#3 DOWELS x3'-{i'@ PATIOS 18" O.C. W/4" EPDXY EN IBED I W co r z TYP. AT PATIOS co 23' - 11/2" 10'-23/4 10 -23/4 13'-21/4 231{5 -31/2 I 8'- 9114" 2314 10'-0" 13'- 1718" 2314" 10'-0318" 13' -2114" 23/4 19' -4114" 1 - 11/4 13'-2" 3" 10 -0 13 -2114 2314 10 -0 23' - 11/2" I >w �1F-- 1- -II= > -- -t---- - II - - 1.--� irr - TITLE # DATE DESCRIPTION 1 FOUNDATION PLAN - BUILDING 1 51-2.01 1/8" = 1'-0" FOUNDATION PLAN NOTES 1. SEE SHEET S0.01 FOR GENERAL NOTES 2. SEE SHEET S8.01 FOR TYPICAL FOUNDATION DETAILS NOT SHOWN ON PLAN FOUNDATION PLAN SYMBOLS LEGEND 3. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS REVISIONS APARTMENTS FOOTING SCHEDULE 4. ALL ELEVATIONS ARE BASED ON A DATUM OF 0'-0"= SEE ARCH. FX INDICATES THICKENED SLAB/FOOTING/ PIER, PER SYM SIZE REINF. COMMENTS ' SCHEDULE. APARTMENTS COLUMN SCHEDULE 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS Fl 1'-6"x0'-10"x CONT. (3)#4 CONT. WITH ARCHITECTURAL PLANS PRIOR TO START OF SYM __ SIZE COMMENTS 1 F2 3'-0"x3'-0"x0'-10" (4)#4 EACH WAY, BOT. CONSTRUCTION x� INDICATES COLUMN PER COLUMN SCHEDULE. SB TDS Cl (2)2x6 F3 3'-6"x3'-6"x0'-10" (4)#4 EACH WAY, BOT. 6. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS DRAWN BY CHECK BY C2 (3)2x6 I F4 4'-0"x4'-0"x0'-10" (5)#4 EACH WAY, BOT. - NOT NOTED ON PLANS HD INDICATES HOLD DOWN LOCATION PER SHEAR WALL F5 2'-0"x2'-0"x0'-10" (3)#4 EACH WAY, BOT. 7. REFER TO LANDSCAPE AND ARCHITECTURAL PLANS FOR PLANS AND ELEVATIONS. PERMIT SET C3 (4)2x6 LOCATIONS OF ALL EXTERIOR LANDSCAPING, PLANTERS, STATUS F6 2'-0"x51-0"x0'-10" (4)#4 EACH WAY, BOT. C4 6x6 - DIVIDING WALLS AND WALLS AROUND BALCONIES F7 6'-0"x6'-0"x2'-0" (7)#4 TOP&BOT. W/(7)#4 TIES SEE DETAIL 6/S8.41 i 03.29.2018 C5 6x8 F8 4'-6"x4'-6"x2'-0" (5)#4 TOP & BOT. WI(5)#4 TIES SEE DETAIL 6138.41 8. REFER TO CIVIL DRAWINGS FOR ALL FINAL GRADE INDICATES STEP IN TOP OF SLAB C7 (2)2x4 ELEVATIONS DATE F9 4'-0"x4'-0"x2'-0" (5)#4 TOP & BOT. (5)#4 TIES SEE DETAIL 6/S8.41 C8 (3)2x4 - 9. VERIFY ALL BOTTOM OF EXTERIOR FOOTING ELEVATIONS 17154 C9 4x4 F10-8'-0"x8'-0"x2'-0" (9)#4 TOP & BOT. W/(9)#4 TIES SEE DETAIL 6/S8.41 PROVIDE A MINIMUM 1'-6" FROST DEPTH. INDICATES START OF SLOPE IN TOP OF SLAB C10 (4)2x4 F11 1'-8"x1'-4"x CONT. (3)#5 TOP & BOT. W/#4 TIES @ 12" O.C. SEE DETAIL 10158.41 10. MAINTAIN ALL EXTERIOR GRADE A MINIMUM OF 8"BELOW PROJECT NUMBER F12 7'-0"x7'-0"x2'-0" 1(8)#4 TOP& BOT. W/(8)#4 TIES SEE DETAIL 9/S8.41 TOP OF CONCRETE AT WOOD FRAMED AREAS F13 14'-0"x7'-0"x2'-0" (8)#4 LONGITUDINAL TOP & BOT. WI(16)#4 TIES SEE DETAIL 9/S8.41 11. FOOTINGS SHALL BE CENTERED UNDER WALLS OR Illo----4 INDICATES STEP IN FOOTING. SEE DETAIL 6/S8.02 F14 3'-6"x1'-0"x CONT. #5 @ 12" O.C. EA. WAY COLUMNS, UNOS i .2 0 i F15 15'-9"x1.-2"x CONT. '#5 @ 12"O.C. EA. WAY 1 12. PROVIDE SLAB CONTROL JOINTS AT 10'-0"O.C. MAXIMUM . EACH DIRECTION. SEE 7/S8.01 13. ALL LOAD BEARING WALLS SHEALL BE ATTACHED TO THE ©2018 OTAK, INC. SLAB WITH 3/4" DIA.x 8"ANCHOR BOLTS AT 48"O.C. U.N.O. irthis drawing is not 24"x 36 it has been ON SHEAR WALL SCHEDULE. reduced/enlarged Scale accordingly Otak@__� 1 .2 1 .3 1 .4 11 .V J (ID1 .8 1 .9 ip, 1ii .112" GYPCRETE .2 UNDERLAYMENT OVER 3/4" CANTILEVER LB28 TO LEDGER, T&G FLOOR SHEATHING �� BEAM TO EDGE GLUED AND NAILED OVER ilk OF BUMPOUT, SEE 5/S8.31, TYP. PCZ POST CAP, TYP. MIN. 3 114"ACTUAL Otak Architects, Inc. DOUBLE JOIST R (W TYP © / THICKNESS DF 114"0x6" SDS SCREWS INTO I I I 6 I I / COMMERCIAL GRADE T&G EA. STUD AT STUD WALLS, HUC28-2TF TO = 10 TYP. LEDGER, SEE HUCQ610-SDS, TYP. 58.22 HUC68 W/MAX. © 58-31 10 -HUCQ612-SDS,TYP. DECKING (SIMPLE SPAN) 808 SW Third Avenue, Suite 300 S8.31 5/S8.31,TYP. © ® Portland, OR 97204 k. 58.21 NAILING, TYP. C5 main 503.287.6825 DROPPED DROPPED DROPPED • ROPPED---- DROPPED ► 'OPPED il www.otak.com 400 1 H _.. • At H6 W1. _ .-_.. H7 H4 H5 -4-1 - f H5_ H4 ® B9 II ® C1g H1 C5. B8 H1_. B9 H1--. B� TYP. I 0 j_ - I :_,_�. ■r„ r, , r,,, m ry - ,,.,.,,.,... u.� - - ^Fi&5 - Q #r I J4 1' 4" r - � r.01 kI v J4 @ 1' " @mEi 1 L ' '4" I 1 .AI �. ��C�E� I �F�`�. / III 1 n - -f- - R =r 1- n 11 n :1 CI J4 1 -4 1 } I J I J4 1 4 �' `'�■i\ C5 � �'G N Ecr �� `T -- , - i i i i - I TYP• I r^ ;� I i I I _J1 1 I I I- I 8.21 J1 2' 0" :. GUS7.25112 TYP. `4 14 @ 1 141 _ = elc 8+ . -P - r x 1 �..., ilii @ �� '1 H7 TYP. H7� TYP. I H7 ® { I Cl 11 _�i141 / } 1 SIM. �� TYP.c. 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HUCQ61DSDS, C. / I THICKNESS DF 1 C1 I C1 <>-\C1LLC . 1 : �Ir �� C1 / `' COMMERCIAL RADE T&G 1 s = b I � Ill T__ !v_.- ' �' TYP. ' � "--C DECKING(SIMPLE SPAN) J m B13 B13 lVU4 g srmw-A03-10 +--1-4141.-- .7 ..-, B13 _ 813 ��_ _ -� �1 B13B13 I . B13 oil- B1mIT GANTILEVER ,�A,'\ S8.22 _ ,_ rig BEAM TO EDGE B1 B13 . 8 58.21 TYP. • B13 �~B135 (1A- --B13 C1 ", 813 ' C1 B13 21 ip- �� b 613B13�_, $13 B1 Schneider ;• �' S8 P. �` [II OF BUMPOIJT, Enayat a ..@ - .,... .,.,,...,.., - , ,,,,,,,,,,,,,,,,,,, - - _ . , 1 - ,--- S822 I - �.�....,,...,,. „ - TYP. Smith �� jai i ' ;, 1 �: ,! 1 .�. .. .�, w .. .��,.... �/ !/ A _. - t,. .� -� • -� }�) ! ) .) i- Enginaer'ng, a ___ MEI \ il --I. .. • LIM i=" • . ,, i 0 IP _ T " �f L I „�, _- 3141 WALNUTSTE 203A I h Ad' II 1 ll'. - ; it �C1 �i 4p 4:1l , // IC \ �CANTILEVER 12 d . 117434ssdercom BEAMTO EDGE ! TYP. s C1 2 f ITV � S8.22 10 ; cn 1 58.22 - r -amw°.---4 !cn a .C4 - �C _ { _ >-// - - 4 I 0 ----711r OF BUMPOUT, _ - )r = 1 i I V- I ! T `o� t I0 ` CONSULTANT TYP. �� S8.22 �00 � , r . 4 -\,..__, 40,IL.. El Ei 4 � �: RC2 _ ,- INTERMEDIATE �� c o hr- - mI - --LANDING BELOW r- -�III I - ti \ _. ..: I I o m 2 , 4 N , 0 '` 1---------- 7W. I J6 @ 2 0 �� I i o o v -_ v - o �\ I N � O o I TYP o t o t / I 58 22 i. % --1 cti iv InIP - --' El LOW 1 ( <C1D N Ki N^ iv 'Ei a o111\ C5 1 112"GYPCRETE o C5 @� -N m iv /�� 1 0 - 1 , U rA1� Il g V V CV- UNDERLAYMENT OVER 314 z N -) i I► © T S8 21 N `- • o i T&G FLOOR SHEATHING a� @_ ^' ' �� -' -' ' GLUED AND NAILED OVER S8- �22 ,, MIN. 3 114"ACTUAL F f m ' HGUS5.50/12 TYP. B2 I I, I �� -' m- TYP �I THICKNESS DF - C1 1 C1 1 1 i� C1 I H5�'- 1 I H7�`- C1 H7� I H7 C1 • C1 c COMMERCIAL GRADE T&G C5 I _ J1 @ 2'-0k i ,,,,,,� t 7 DECKING (SIMPLE SPAN) z III i I !ff Ft I S8.21 = m I H7 I IEl ij H4 ,®' - J4 @ 1'-4" i I _ L J4 @ 1 -4 f v (� I ` � J4 1' 4_ I r - - J4 @ 1'-4' J4 @ 1'-4 I Z • _ _ 58.21 J4 @ 1' 4n Y _ I J4 @ 1' 4" r Ir-tI !� - _ - , _ .,� :....__.... , _ rr m 11 .. �y __ - 1 I i _ .� _ 1 I m �- --- _ - i m i m :�� I - r D - - - - - - - r, VrrTrrTT -_-� ,i,:.,�. - .-. - , ,,,fid :rii. _ 7i _ ..-- .. _. -- -- _ - --. w.,i„ --- ' -- ------ -- ---- .... - - -. .. .__. - - ' _. - ---- ---- _ . _ . . - a - _-_ .. n�riirrr . / I H y, H5 H4 H7- 40, :8 I\ .C5 ® W1 1,..,...c.. ._ / ® B9 .� B9I . 10 rB8 BgAI gg� II - zDROPPED DROPPED DROPPErY" DROPPED DROPPED DROPPEDQ1 11 © 41 © © / 11 6 S8.31 / _ I, TOL - ,J 1 10 HUC68 W/MAX. -HUCQ612-SDS, TYP. I 6 1 PCZ POST CAP, TYP. HUC28 2TF TO LEDGER, SEE j LB28 EDGER, SEE I HUCQ610 SDS, TYP. . 1D 58.21 NAILING, TYP. © AllikCS16x28" FROM TOP PLATE © TaiVDOUBLE JOIST WI(Z) 5158.31, TYP. 5/58,31 S8.21 cn VP 58.22 TO BEAM, BOTH ENDS OF 58.22 1/4"0x6" SDS SCREWS CANTILEVER HUCQ612-SDS, TYP. PCZ POST CAP, TYP. BEAM INTO EA. STUD AT BEAM TO EDGE I m OF BUMPOUT, I TYP. HUCQ610-SDS, TYP. STUD WALLS, TYP. TYP. MZ r-I SECOND FLOOR FRAMING PLAN - BUILDING 1 -'' W < S1-2.02 1/8" = 1'-0" M [L„ \� I- 0 OC z Q 2 APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q Q LL SYM SIZE POST I COMMENTS SYM SIZE COMMENTS SYM SIZE COMMENTS [ Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO LL B1 (3)1 314x7 114 LVL Cl (2)2x6 J1 11 7/8"TJI 110 PLAN AS DROPPED'. Ie 0 B2 (4)1 314x11 7/8 LVL C2 Bx INDICATES BEAM PER BEAM SCHEDULE. 13 {3)2x6 J2 11 7/8"TJI 210 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. W B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. J Y N B4 (3)1 314x11 718 LVL C4 6x6 J4 2x8 PT DF#2 GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TWOW Z N- $6 2x12 DF#2 C5 6x8 _ J5 9 112"TJI 110 MANUFACTURER. FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE B7 (3)1 314"x11 1/4" LVL C7 (2)2x4 J6 2x8 DF#2 PROTECTION PER ARCH. Q 88 5 )12"x11 114" EXTERIOR GRADE GLULAM C8 (3)2x4 ' . INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP I O PLATES OF WALL UNO. SEE SHEET 1/S8.21. 0 z 89 5 1/2"x9 1/4"EXTERIOR GRADE GLULAM C9 4x4 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED 0 810 (2)1 3/4x11 7/8 LVL C10 (4)2x4 (ILIII INDICATES WALL STUD FRAME PER WALL SCHEDULE. ON PLAN. W O U B11 (4)1 314x9 1/2 LVL 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. CO B13 (2)2x8 DF#2 DROPPED 7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT CONTINUE BELOW THIS LEVEL. 8. B1 (3)1 314x9 1/2 LVL INDICATES OVER FRAMING. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE B155 (3)2x12 DF#2 [ ..> ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND * FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. ALL FASTENERS(NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE SYM SIZE TRIMMER KING COMMENTS 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. 2x6 DF#2 @ 16" 0.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. 2x4 DF#2 @ 16" O.C. 2x4 DF#2 @ 16"O.C. FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL SB TDS WALL 14. PROVIDE 3/4"MAX. CEMENTITIOUS FLOOR UNDERLAYMENT H5 (2)2x8 DF#2 (2)2x6 (1)2x6 AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 15. SEE SHEET S0.01 FOR GENERAL NOTES. H7 (2)2x6 DF#2 (2)2x6 1(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 1/2" LSL, UNO. S °III _2 02 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ U 48/24 SPAN RATING& UNBLOCKED EDGES. GLUED& NAIL W/ p 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. Scale accordingly. I II i ,k .� 1 .2 1 .3� i.4 1 .511 .6 1 .711 .8 1 .9 . 1 .1 '. 1 .1� 1 GYPCRETE 1 .1 �`- UNDERLAYMENT OVER 3/4" CANTILEVER � BEAM TO EDGE LB28 TO LEDGER, T&G FLOOR SHEATHING IIII DOUBLE JOIST WI(2) O•YFPBUMPOUT, SEE 5/S8.31, TYP. PCZ POST CAP,/TYP. Alk GLUED AND NAILED OVER O. MIN. 3 114"ACTUAL ' EA. 1/4"0x6" STUD AT STUD WALLS, I I I I HUC28-2TF TO 6 I I I• Sg.22 I COMMERCIALESS GRADE T&G i Otak Architects, Inc. © LEDGER, SEE 58,31 HUCQ610-SDS,TYP. DECKING(SIMPLE SPAN} 808 SW Third Avenue, Suite 300 10 10 -HUCQ612-SDS, TYP. F S8.31 TYP. HUC68 WI MAX. 51S8.31,TYP. Portland, OR 97204 ng, . NAILING, TYP. 1. L/ ? D ' _ J �© S8.21 main 503.287.6825 # _ DROPPED_ C2 be- DROPPED-1-I • Q DROPPED 1 ROPPED DROPPED ►. -OPPED ¶ 11 „ www.otak.com ® H4 # H4 00B9 °� ® 9II ' i ® B8 m ® * 1B9I B9 m LI H6 TYP. ,W1 ® ,. I m B8 ® 144(1 A) - H5 1 . -- - - 1 1 1 __________ _ J4 •• 1' 4" 7T1 r J4 @ 1' 4" glik NI- i _ J4 @ 1' 4" J4 @ I. 4" J4 @ 1 4 IMI y r J4 &7' 1 -4 r J4 @�1' � \ I N /t El I S823 i - El . I f I - ' - I, - -HGUS725112TYP./ I ' ��1 C. '�1 I I I iir- J1 @2 -0' i4v c+� pc 8 1� . ..........._.rs TYP._ 1�4 TYP. I H4 �H4 @ I C1 Cl SIM. TYP. N - 1 , ' i B2 = 0 1 q H lir ' � m- o <C2 \ i o 0 b 0 W2 0 9 o o b o o 0 - / W2 '9 N N• `7 et N IM N N N N N N N N N' -tel - TEPCZ POST C; ',TYP./ o �o a o 1.' �� G. E � NNIIIV --_. ( N N I I N }_ab i { N I �1� II:k- ' i N N. _ N C4 N II EXP/ El:/b128/3G° S: 12/31/ I Il • ®r -- -:i~ �/ .- - _--- sH___ _ ' 1 LOW. 7 r -_-5,-<-: 'diCg S8 i 1 '�� W1 3-29-2018 \ - , 11 � - HGU55.50112 P. o �I % 1 J STAMP - • - INTERMEDIATE ••��••, - i_virll ip / 'H4/ EN 2--1 1/2"GYPCR ETE I -I tri tM r. II •• ft -UNDERLAYMENT 1 _ OVER 3 4" m 1 m r 1 - ch LB28 TO LEDGER W4 cn f� co T&G FLOOR HEATHIN G: T! m f_ i II �f 1 GLUED AND /LED OVER " t, _) 41)11 _ A _3 ,t! v - $0. z = 1D% a S8.21 2 N LOW�%W/ # S8. i_ I_MIN. 2 314"AC UAL Q�� PROPERTIES . : 4 , , . , a, - - 1 / T ` 8.23, HUCQ810-S S, COMMERCIA LLC i W ti S8.22 I =C4 - GRADE T&G HICKNESS F /- J C1 C1 C1 - �. ; T/1/P171, _ I ESP I - - _ 'i' 5:: DECKING CK G S P AN} -' ., . 11/41 W4 �� = - 13 I E� �. _� C2 B14B13 $13 B13 B1 BEAM T ED , • (' 6 CANTILEVER ►A 4 81 B13 C1 Ark �T B13 C S822 �' - 1d _� I v1 I B ...Z-4-�I �� . _ ' 9 O G Enayat E . . $1 $13 TYP. 58.21 $13 B13 -Irit58.22 (4----B13 C1 �" B13 C� 813 C1�� 613 �� I Bi3 B13 B1 TY BUMPOUT, Schneider �; -1---" < X8.21 P. Sa.22 ! I I TYP. Smith. it -- --- .- I { - 1 ,if �� - I- - - ! - - ! , /. ,\ I .... _ - Engineering, /�, . ,. �' r I. / - ' • p :ij �� ® 3141 WALNUT STREET, STE. 203A C1 +v1 • , �/ f f��f , 1 Cl ;-`�._t _ \ ‘Ifir-A71-1 1 . • DENVER, COLORADO 80205 CANTILEVER 12 `N I liklit. tr 1 . L 1 BEAM TO EDGE • TYP. - ''�I�' y'/ �. x J NorI C1 720.904.1234 www.essdenver.com ! ] marls-z I Ifa _ ="� OF BUMPOUT, _ i S8.22 h f i -. --- f r l ! C$ 1I. - ___ = CONSULTANT TYP. eh .=., 1 . 58.22 ! �!/ � o I ) I 1 1 = _� If EI m �!�// �__ irC1 �' INTERMEDIATE �� _ ,I -' C m z` .. -LANDING - ti 5 BELOW I I r To , 1, ' _ I Jr@ 2'-0" I _. .7 - ` I I , 7N2 4 IC - N .i �-I EI 1 � I 1 1 I 11 b i I = _ i. - r,'k�,__ : �__, 11 s8.21 -s8.22 - I - TYP.- 1 I EI _ _ _. s8.21 _ // _N N _iV iv N - ~ - '_ C4 E.). C4 s N `� U ib, N �$ �� LOW N o o 1 112 GYPCRETE t I , v U d @a N UNDERLAYMENT OVER 314" = N N r .-, 4_ t @� N N _N �� -@.)- --H- _ T&G FLOOR SHEATHING - ' -' 58.22 N 5821 GLUED AND NAILED OVER 1-2 � - C v -' 3 N HGU55.50112 TYP. -' N-_ TYP. MIN. 3 114"ACTUAL N + 1 C1 C1 I , , � 1 I C1 ■' ., >., I C1 00 ^ THICKNESS DF I C1 � ` H5 J 1 f 1-H4 ` \} -� 7 COMMERCIAL GRADE T&G C2 B2 �_ .,,,.,.f _ _-- DECKING (SIMPLE SPAN) _ ••••' l - - , i f M H4 H4 J 1 @ 2'-0" AN H4 I III I I I I HI 58.21 l I ! I 1f 1 I � = J4 @ 1'-4" ;I J4 @[11-4" I S8.21 _J4 @ 1'-4" 4 I i . J4 @ 1' 4' li tili I J4 @ 1'I-4" II J4 @ 1'-4" _ J4 @ 1' 4" _ 1 _ �s� 1 . - - � H5u - --- 11 rah B8 I - �,,.,,,r B9 .�., r ..J -- - - - - r H5 H4 E�8 E W7 ® II .- 69r <�1 I ® k i ,,. .. H1 B9 �- H4 H5 r �141m m m ---- m m I 00 C2 tJ DROPPED VII DROPPED DROPPEG DROPPED .121 DROPPED -1:11 DROPPED-ca z 6PCZ POST CAP, TYP. LB28 TO LEDGER, SEE -HUCQ610 SDS TYP. { 10 HUC68 W/MAX. I I © I I 6 I I ® I HUC28-2TF TO LEDGER, SEE I 10 I 0 TV TV NAILING, TYP. DOUBLE JOIST W/(2) 5158.31,TYP. 5158.31 S8.21 J HUCQ612-SDS TYP. TYP 58.22 ® 114"0x6"SDS SCREWS CANTILEVER EDGE PCZ POST CAP, INTO EA. STUD AT BEAM TYP. I OF BUMPOUT, HUCQ610-SDS. TYP. STUD WALLS, TYP. TYP. z CO WI 1 THIRD FLOOR FRAMING PLAN - BUILDING 1 M = 81-2.03 1/8" = 1'-0" J CL Ce Q z C APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES a 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 IE B1 (3)1 3/4x7 1/4 LVL Cl (2)2x6 J1 11 7/8"TJI 110 PLAN AS 'DROPPED'. (� C2 (3)2x6 Bx INDICATES BEAM PER BEAM SCHEDULE. B2 (4)1 3/4x11 7/8 LVL J2 11 7/8"TJI 210 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. CI W M Ct B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 Hx 1 INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. Y N B4 (3)1 314x11 718 LVL C4 6x6 J4 2x8 PT DF#2 [GT i INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS 3. " INDICATES BEAMS THAT SUPPORT MORE THAN TO Ill Z r OV TW ON 2x12 DF#2 C5 6x8 J5 :9 1/2"TJI 110 MANUFACTURER. FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE B7 (3)1 314"x11 1/4"LVL C7 (2)2x4 J6 2x8 DF#2 PROTECTION PER ARCH. imp D W J B8 5 112"x11 114"EXTERIOR GRADE GLULAM CS (3)2x4 $11 INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP U I 0 LL PLATES OF WALL UNO. SEE SHEET 1/S8.21. Q ❑ B9 5 112"x9 1/4" EXTERIOR GRADE GLULAM i C9 4x4 (Wx) INDICATES WALL STUD FRAME PER WALL SCWEDULE. 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATEDUJ B10 (2)1 314x11 718 LVL C10 (4)2x4 ON PLAN. O ¢ Ct 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 v//////////.-j INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. B13 (2)2x8 DF#2 DROPPED 7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT CONTINUE BELOW THIS LEVEL. B14 (3)1 314x9 1/2 LVL 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 SIZE TRIMMER KING COMMENTS MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS I RETARDANT TREATED WOOD SHALL BE CORROSION 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. I RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS 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. 2x6 DF#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 I W3 INTERIOR LOAD BEARING 4"STUD WALL 2x4 DF#2 @ 12" O.C. 2x4 DF#2 @ 16" O.C. 2x4 DF#2 @ 16" O.C. 2x4 DF#2 @ 16"O.C. 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 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. SB IDS WALL 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT H5 (2)2x8 DF#2 (2)2x6 (1)2x6 AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 15. SEE SHEET S0.01 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 1/2" LSL, UNO. S 1 203 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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Z Z ( i \ FOURTH FLOOR FRAMING PLAN - BUILDING 1 W _1 51-2.04/ 11811 = 1-01' M CL- Ce Z a CL APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q LL SYM SIZE POST COMMENTS SYM SIZE COMMENTS SYM 1 SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO 1 Ct B1 (3)1 314x7 114 LVL C1 (2)2x6 IJ1 11 718"TJI 110 PLAN AS 'DROPPED'. CM 0 Bx INDICATES BEAM PER BEAM SCHEDULE. n Lu B2 (4)1 314x11 7/8 LVL C2 (3)2x6 IJ2 11 7/8"TJI 210 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 1J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. J N 0 B4 (3)1 314x11 7/8 LVL C4 6x6 J4 2x8 PT OF#2 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO N GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS W Z 07 LL_ B6 2x12 DF#2 C5 6x8 J5 9 112"TJI 110 MANUFACTURER. FLOOR OR ONE AND ROOF,AND REQUIRE FIRE PROTECTION PER ARCH. B7 (3)1 314"x11 114" LVL C7 (2)2x4 1J6 2x8 DF#2 INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP LI- I 0 B8 5 112"x11 114"EXTERIOR GRADE GLULAM C8 (3)2x4 PLATES OF WALL UNO. SEE SHEET 11S8.21. I- B9 5 1/2"x9 114" EXTERIOR GRADE GLULAM C9 4x4 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED W CO 0 CK 610 (2)1 3/4x11 718 LVL C10 (4)2x4 (Wx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. ON PLAN. B11 (4)1 3/4x9 1/2 LVL 6. A MINIMUM OF(2)2X STUDS SHALL BE USED BENEATH EACH B12 (2)2x12 OF#2 Y/////////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. O B13 (2)2x8 DF#2 DROPPED 7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT 1*- H V" B14 (3)1 3/4x9 1/2 LVLCONTINUE 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 SIZE 1 TRIMMER KING COMMENTS MARK I DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS I RETARDANT TREATED WOOD SHALL BE CORROSION 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. I I RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS H2 (2)1 3/4x7 1/4 LVL (1)2x6 (1)2x6 W2 INTERIOR LOAD BEARING 6"STUD WALL 2x6 OF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 OF#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. 2x4 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 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 © 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" 0.0. 2x6 DF#2 @ 16" O.C. 14. PROVIDE 314"MAX. CEMENTITIOUS FLOOR UNDERLAYMENT SB 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 60.01 FOR GENERAL NOTES. PERMIT SET H7 (2)2x6 DF#2 (2)2x6 (1)2x6 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS 21. RIM BOARD TO BE 1 112" LSL, UNO. S °I.I m2 04 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ U 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. Otak1 1 .3 1 .4 1 .511 .6 1 .71 .8 1 .9 1 . 1 1 .11 1 .1 __... _._.../AL h\ TYP. 10 TYP' Otak Architects, Inc. ©TYP.I S8 31 I TYP. I HHUS5.50/10 TYP.- I I I I LUS210, TYP. PCZ POST CAP, TYP. 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BETW. - " J r r. - TRUSS OVER CORRIDOR - - • ---11 CONSULTANT 2 711 I ]1I ��I TYP. WALLSAND DESIGN FOR Z -- _ , , . H4 rr --<� - _ i! _-__-- 1 300 PLF DRAG FORCE, TYP. =. , , _ r TYI-./ -.!=._ v IIL irilh ii 7 l I i ROOF TRUSSES @ 24" O.C. i- - [71 I 2 - - � .j -1 ( I t, L - C S8.32 S1 2.05 - PROVIDE DRAG TRU 3 C C - El- OVER ALL SHEARWA LS - v-1 ' �' �� 1 AND DESIGN FOR 30 PLF-i- i ROOF TR JSSES 2 i0''j DRAG FORCE, TYP. -- - _III _ (2)CSI6 FR7 3EA vi Tu - \ 1 I C1 I OPPOSITE F ES OF POST,- I I C1 C1 C1� I C1 >\./ . N H1 1 TYP. H1 Cl - /- 1 4.1' . \ _ - �rrri_ , .. --- [ v.,....�, \ t-----' '' "`:,.. Ilii :\ - - 1= .� '� u�.--- -sv sr 1.,i,r I t YI,.,..� I7-- ATF 7LLLL�ir... __-_ rf, � �•" . . -/- S .-, 1 r- e��; H1 �� H1 I '4 le i re �; ,� I` I a \1 .. H1 H1� �� 1-7. - d_A 1ler' � �ri _ `t 58.31 - _ 1 -- I n r� - -_------ vi,, i,,,, -'_------_- -rr - 111-3 ® --_-_ - -ri....,,..'.................. - n - ; �,i..,,.(•' r ."lr,,,... I �- J3 2' - _.._.. .._.... .. ___- _--- - i ...,., -.• El - -- -- ='7-rrn_.._ __i _ - r�. -- ® H4 ® - I Ji @2 i .,-i © ® _ @2'-4"` H2 H2ils11 I 0® H2 _J3 @2'-0" 11 OM m H2 67 B121 B7l B12 alk 1HHUS5.50/10 TYP. I I HLIC212-2, TYP. I I TYP. LUS210, TYP. PCZ POST CAP, TYP. S8.31 I I TYP 8 TYP. TYP. LIU z 9 ROOF FRAMING PLAN - BUILDING 1 M ❑ 1-2.05 118" = 1'-0" I re m ICC APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN ROOF FRAMING PLAN NOTES Q ❑ J CL _SYM SIZE POST COMMENTS SYM SIZE COMMENTS _ SYM SIZE COMMENTS Jx I INDICATES JOIST PER JOIST SCHEDULE. 1. ROOF FRAMING TO BE PRE-MANUFACTURED TRUSSES @ 24" ♦A ct B1 (3)1 314x7 1/4 LVL Cl (2)2x6 - J1 11 718"TJ! 110 - Bx INDICATES BEAM PER BEAM SCHEDULE. 2. DESIGN ALL FLOOR AND ROOF TRUSSES FOR THE LOADS V♦ Cr)Ii Z B2 (4)1 3/4x11 7/8 LVL C2 (3)2x6 J2 11 718"TJI 210 - - INDICATED ON SHEET 50.01. Y N C-C B3 (1)1 314x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. 3. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL N B4 •(3)1 3/4x11 7/8 LVL _ j C4 6x6 _ 1J4 2x8 PT OF#2 GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS EQUIPMENT FASTENED TO BOTTOM OF TRUSSES OR ~ Lil Z O B6 2x12 DF#2 C5 6x8 J5 9 1/2"TJI 110 I MANUFACTURER. SUPPORTED ON TOP OF ROOF. B7 (3)1 3/4"x11 1/4 LVL C7 (2)2x4 J6 2x8 OF#2 I 4. INTERIOR BEAMS ARE FLUSH WITH FRAMING UNO ON PLAN mimeg B8 5 112"x11 114"EXTERIOR GRADE GLULAM C8 (3)2x4 €/c INDICATES COLUMN PER COLUMN SCHEDULE. AS'DROPPED'. ILL2 0 LL B9 15 1/2"x9 1/4" EXTERIOR GRADE GLULAM C9 4x4 5. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. > ❑ I L B10 (2)1 3/4x11 7/8 LVL C10 (4)2x4 (Wx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. TYP, UNO. LLJ CI) [Y O B11 (4)1 3/4x9 1/2 LVL 6. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO = C"( B12 (2)2x12 DF#2 _ !'/////////////i� INDICATES BEARING WALLS, TYP. SEE SCHEDULE. FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE CD C] 0 B13 (2)2x8 DF#2 DROPPED PROTECTION PER ARCH. B14 (3)17. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP I-- ~ 3 14x 9 1/2 LVL PLATES OF WALL UNO. SEE SHEET 1/S8.21. IB15 (3)2x12 DF#2 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 C 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 50.01 FOR GENERAL NOTES. I 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 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. 1 14. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. REVISIONS �,�'+� - 4d6d-•.1j>4= - H2 (2)1 3/4x7 114 LVL (1)2x6 (1)2x6 - W2 INTERIOR LOAD BEARING 6"STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.G. 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS ��+ H3 (2)2x10 OF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12"O.C. 2x4 DF#2 @ 16" O.C. 2x4 DF#2 @ 16" O.C- 2x4 DF#2 @ 16"O-C. WITH ARCHITECTURAL PLANS PRIOR TO START OF ° '_ ; CONSTRUCTION. I p�; 6 H4 (2)2x6 DF#2 (1)2x6 I(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 OF#2 @ 16"O.C. 16. SEE ARCHITECTURAL DWGS FOR ALL DIMENSIONS, ROOF SB TDS N NVH5 (2)2x8 DF#2 (2)2x6 (1)2x6 WALL SLOPES, HEEL HEIGHTS, OVERHANDS,AND ELEVATIONS NOT DRAWN BY CHECK BY -"o @� H6 (2)2x10 DF#2 (2)2x6 (1)2x6 NOTED ON STRUCTURAL DWGS. H7 (2)2x6 DF#2 (2)2x6 (1)2x6 17. SEE SHEAR WALL PLANS FOR LOCATIONS OF OSB 10 PERMIT SET SHEATHING AND OTHER SHEAR REQUIREMENTS. STATUS ' rr J ` 18. PROVIDE ROOF TRUSS OVER ALL SHEAR WALLS PARALLEL 03.29.2018 I I 1,1 TO 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. 19. ROOF SHEATHING SHALL BE STRUCTURAL 1, 4 PLY, 15/32" 17154 1 PLYWOOD W/32/16 SPAN RATING& UNBLOCKED EDGES. NAIL PROJECT NUMBER W/10d @ 6"O.C. EDGES, 12"O.C. FIELD i S 1 -2 . 05 r-2--- ,. ELEVATOR ROOF FRAMING PLAN - BUILDING 1 ©2018OTAK, INC. 51-2.05 1/8" = 11-0" If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. Otak1 .1 El .__2 � .� 1 .4 1 .5 � 1 .6 1 .71 .8 � .9 �.1� 1 . 1 _....... .0'..41021. _ I 1 I I I I I I I I N....._ Otak Architects, Inc. NO EXTERIOR SHEAR WALLS 3: 808 SW Third Avenue, Suite 300 THIS ELEVATION Portland, OR 97204 main 503.287.6825 -'11 www.otak.com I! I_ .__.. . .. - Ili- I f I I. ! I- I 1A - - -ti I - s u a - u _ - - - - 11 - - - - 1 _._ 0,p PROff�, - = • V #GlNFe /r az, P p . .-, � FI B • =NOWi I I #►.--1.' I - - J `I -- - -i 7) : - wy�aG. EP I EXPIRES: 12/31/ 11 ci a • I I i 4._- ❑ ❑ 11 r - - I is.111 ?4 STAMP 3-29-2018 • . �+ II L '•-�I DBG PROPERTIES P p n I 1 I I f / L.L.C. ti • RR -T . .. ...E ,i -- I mom �"' El . ` ._._... . ........ m=rn liter 'I IR , �_ ' / A A L A A A ►��I / S14.01 2 O O O O O O O 1 S14.01' • Enayat 111.- O ' CD" O O O OA OA Schneider .V I1111(911‘i Smith ,t m I fl - 1r-i a I - NT I ..._---- ! Inc. 3141 WALNUT STREET, STE. 203A � •l J h. ;; L DENVER, COLORADO 80205 i .L 720.904.1234 www.essdenver.com i_ -' I A. I I 1 CONSULTANT ii___.. a------_____71=3 - n i J= ,._____ ,1 , • , ,---71. i11 .,. , .. _.,_. i ila. - 1 ----..- 3 (771'' ,, : ti. • I c- I<D • o =LSI I. i I I I il • 11 ..___ _r_____ _ 1. . . r_ ...„„ . . ._ i .D p._, .__, i___„, , ____ __ _ _ 1 I NO EXTERIOR SHEAR WALLS I I I I THIS ELEVATION I- ( 1 TYPICAL SHEARWALL PLAN - BUILDING 1W 1-3.:y 1/8" = 11-0" • z SHEARWALL PLAN NOTESI- 0 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR Ce J WALL SCHEDULE, 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X11141C = MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED CO FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. CL I 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL <IC ❑ BE 1-518" FOR 10d NAILS AND 1-112" FOR 8d NAILS. NAIL HEADS SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. It J 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 CtCI- Fy=100 KSI (8d). c') J 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. CV PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OF N d7 Q PLATE. MI Z 6. WHERE 10d NAILS ARE SPACED AT 3" OR LESS ON CENTER AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS ILLI O ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM C Q OF 3x OR 2-2x W 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF w THE WALL, STAGGER THE PANEL JOINTS ON THE WALL = N STUDS. 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR limmi f` ~ WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE TITLE LOCATED AT LEAST 318" FROM EDGE OF PANEL 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD # DATE DESCRIPTION DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET S8.41 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING WALLS 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF SYMBOL LEGEND: SHEARWALL PLAN THE WALL. 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. INDICATES SHEAR WALL. 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT BOUNDARIES AND CHANGES IN FRAMING. /� INDICATES SHEAR WALLTYPE AND ELEVATION 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR /CH\ NUMBER AT INTERIOR SHEAR WALLS. SEE SHEAR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE WALL ELEVATION SHEET. MANUFACTURER'S INSTRUCTION. REVISIONS 15. 6d COOLER NAILS SHALL HAVE 3/8" HEAD & 1-7/8" LONG. 8d COOLER NAILS SHALL HAVE 9/32" HEAD&2-3/8" LONG. FIRE WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH APARTMENTS SHEAR WALL SCHEDULE CONDITIONS. SB TDS 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d DRAWN BY CHECK BY MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @ REMARKS COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE 'W' OR PERMIT SET DBL. TOP PLATE OF SHEAR WAL_ ALL PANEL 'S' EDGES FIELD SiMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION STATUS 1SYMBOL. 03.29.2018 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 �/ 7/16" PLYWOOD 8d 4" 12" 18" 10d @ 6" O.C. 16d @ 6" O.C. 24" 3/4" DIA. @ 48" O.C. YES 19. PROVIDE ONE 114"x3"x3" MINIMUM GALVANIZED PLATE \3� " WASHER CONFORMING TO THE 2008 NATIONAL DESIGN 17154 v 7/16" PLYWOOD 8d 3" 8" 16" 10d @ 6"O.C. 16d @ 4"O.C. 24" 3/4" DIA. @ 48 O.C. YES ( PROJECT NUMBER SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND 77116" PLYWOOD 8d 2" 8" 12" 10d @ 6"O.C. 16d @ 3"O.C- 12" 3/4" DIA. @ 36"O.C. YES USE (2)2x @ EA. SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE V VERTICAL SEAM WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. �i 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, SIDES OF WALL) VERTICAL SEAM STAGGER PLATE WASHERS. 0 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 reduced/enlarged. Scale accordingly. / \ / �. .D �.C� .B �I .A �._e (1 .6 ` 1 .0 .. 1 .D: SHEARWALL PLAN NOTES Otak __, 1- I 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR �� WALL SCHEDULE. lik I I I I I I I 2. ALL FRAMING AND BLOCKING SHALL BEA MINIMUM 2X Otak Architects Inc. MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. 808 5W Third Avenue, Suite 300 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL Portland, OR 97204 CS16 TOP & BOT. OF - ___::- CS16 TOP & BOT. OF BE 1-5/8" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS main 503.287.6825 OPENING FROM CORNER TO - - OPENING FROM CORNER TO SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. www.otak.com / CORNER,ATTACH TO BLKG. 1, E /� CORNER,ATTACH TO BLKG. 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0_131" II BETWEEN STUDS BETWEEN STUDS8d // Arr _ H-7,// FOR 00 KSII�SdW1 YIELD STRENGTHS OF Fy=90 KSI (10d)AND PROF ~-__ ___ _.___ _ _ ,z.,/,,,. ,:, i J • /I /. 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. ��' �, I N �`j� - r! R1 ROOF / / R1 ROOF PROVIDE ANCHOR BOLT WITHIN 12" FROM H END F U t' � � . _ % O O H O EACH 0 � -- A0.7. ,7---1 ' 1 - . . . i 1 -- II - j„� `j �� PLATE. ac B i • 1 �li I I J P 6. WHERE 10d NAILS ARE SPACED AT 3 OR LESS ON CENTER • 1°114"111W i 1 NO HOEDOWNS AND PENETRATE INTO FRAMING MORE THAN 1 518" 7� 0 y I NO HOEDOWNS ij' V NAILS ItOr • L__� _ THIS LEVEL ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM .'„ f r'' _ �, THIS LEVEL L__ � //.1. _ - -----�y ��__ � - �,I _, i � J�_ �--...__. OF 3x OR 2-2x II lir ..- y 4TH FLOOR - - — - - - - - _ �ATI„„ r7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF `y4THFOOR— - � ---, //dam THE WALL, S ' ---- r STUDS. !WIRES: 121311 I� I /vr 8. PROVIDE A MINIMUM OF 2 2x POSTS AT ENDS OF ALL SHEAR 7 i1 I �/ O 3-29-2018 �/ I . . . V V WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE CS16 TYP. CS16 TYP. PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE STAMP �--.J/47 / , - LOCATED AT LEAST 318" FROM EDGE OF PANEL - _ 3RD FLOOR ;/ ///±.r/� // !%f / � 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD .r .r Agr ///O - J-1---Lr--1:11:1-1 -- �,%� Y /� //� _ _ — ,`I, �� 3RD FLOOR DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET S8.41 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS 'r CAUSED BY INTERSECTING WALLS. DBG PROPERTIES � i I • ' . (2) CS16, TYP. I �� `� 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION LLC I -(2) CS16, TYP. f - APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF �; /;.. _tel' ,_ 215841, TYP. Til• THE WALL. 2/S841, TYP. If r - 7._ �� % 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM �� f f j'. 2ND FLOOR 14 ,, ri I f 2ND FLOOR '4,� ///S PLATES AND BLOCKING_ Aar 44 di 2 rAir 13. IN FRAMING. 24 AT+. - MINIMUM SHEATHING DIMENSION SHALL BE Enayat IP- BOUNDARIES AND CHANGESSchneider 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR Smith Engineering, 7 SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE Inc. �' r • / Ifs MANUFACTURER'S INSTRUCTION. 3141 WALNUT STREET, STE. 203A • � /// 15. 6d COOLER NAILS SHALL HAVE 318" HEAD & 1-718" LONG. 8d _ .. ..._ - h► COLORADO 80205 i� „ -,-, .,„,z,..„10 r / // t ,' Foundation �./ / _ // i Foundation 720.904.12 - � � COOLER NAILS SHALL HAVE 9132” HEAD &2-3/8" LONG FIRE 34 www.essdenver.com iiiWALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE CONSULTANT (----6---\ 7 6 7 THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH �� 158.41 S8.41 HTT5 OR STHD14, P HTT5 OR STHD14,fYP CONDITIONS. 58.41 S8.41 \ _ 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE 'W'OR 'S'. 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION SYMBOL. ( -I EAST - BUILDING 1 (2' WEST - BUILDING 1 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 51-4.01 11$� - 1-0" \!..._!-4.0i 118" - 1'_0" ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. \-4/ 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE WASHER(CONFORMING TO THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE _S ROOF SHEAR WALL A ROOF SHEAR WALL BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. CALLOUT, SEE CALLOUT, SEE WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, SCHEDULE. TYP. SCHEDULE, TYP. STAGGER PLATE WASHERS. V CS16, TYP. CS16, TYP. II _S LEVEL 4 LEVEL 4 (...7 [ CnZ o 2 /- 3 CMSTCI6. TYP. CMSTC16, TYP M J W 4 " LEVEL 3 • _ � �.�_ LEVEL 3 1 t . �_ 41- M CO 4/ \4/ c z �- CMST12, TYP. CMST12, TYP. a O / LEVEL 2 LEVEL 2 _ ., < C) > SEE 2/S8.41 CO J r \,a/ Et HDU14, TYP. - HDU14, TYP. Q Cr) w J w N \- SEE ECCW z (3) Q SEE 10158.41 SEE 6158.41 101 S8,41 -i°--) � SHEAR WALL ELEVATION TYPE A SHEAR WALL ELEVATION TYPE B = 0 �/ A) B W U) 1Y Q © Q w IF-- E r cn TITLE ROOF . SHEAR WALL - ROOF ---- SHEAR WALL CALLOUT, SEE CALLOUT, SEE # DATE DESCRIPTION SCHEDULE. TYP. SCHEDULE. TYP. V V CS16, TYP. - NO HOLDDOWNS _S LEVEL 4 LEVEL 4 1 w w (2) CS16, TYP. •//- NO HOLDDOWNS REVISIONS _S LEVEL 3 _ _011--, LEVEL 3 - APARTMENTS SHEAR WALL SCHEDULE SB TDS \4/ W DRAWN BY CHECK BY ��// CMSTC16, TYP. (2) CS16, TYP. 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 LEVEL 2 tP L LEVEL 2 ; EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR_S EDGES STATUS -.F -. - - 03.29.2018 - 7/16" PLYWOOD 8d 6" 12" 32" 10d @ 6" O.C. 16d @ 6"O.C. N/A 3/4" DIA. @ 48" O C. YES W2 DATE 7/16" PLYWOOD ad 4" 12" 18" 10d @ 6"O.C. 16d © 6"O.C. 24" 3/4" DIA. @ 48" O.C. YES \/ ,, , 317154 " / HDUB, TYP. HTT4, TYP W 7/16" PLYWOOD 8d 3" 8" 16" 10d @ 6"O.C. 16d @ 4"O.C. 24" 3/4" DIA. @ 48" O.C. YES PROJECT NUMBER 0 �4/ 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. - SEE 6/58.41 SEE 61 S8.41 �\// VERTICAL SEAM 10/S8.41 10/S8.41 W 7/16" PLYWOOD (BOTH 8d 4" 12" 12" 10d @ 6" O.C. 16d @ 4" O.C. 6" 3/4" DIA. @ 36" O.C. YES USE (2)2x @ EA. S 1 ..4 . 0 i C SHEAR WALL ELEVATION TYPE C r SHEAR WALL ELEVATION TYPE D 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 reduced/enlarged Scale accordingly. MAILBOX BEAM SCHEDULE Otak SYM SIZE POST COMMENTS �� L / IMB1 HSS6X4X114 - _ / Otak Architects, Inc. 9 808 SW Third Avenue, Suite 300 S7-2.01 MAILBOX JOIST SCHEDULE Portland, OR 97204 ( 0 . SYM SIZE . A MJ1 2x12 DF#2 COMMENTS main 503.287.6825 www.otal<.co m • -M ` — 18" DIA. x 3'-0" PIER W/(6)# @�\ 12j� 20'-0" [�� ei G I N Feglk `s / 5 VERTICAL AND#3 TIES @ 8 �p� _ — __ a 8 r S7-2.01 o 12"O.C. S7-2.01 a 6s ;-�.. Ilii j TYP. ., DOUBLE JOIST ----- SUR/L210 HANGER, TYPICAL 4„ 11 //y�� I 7,z, h JC A A A A. 1. X A X x X I it#0 G. ��' V/ • < Y V� O 5" SLAB W/#3 @ 16" 0 o i < c ExP1RE5: 12/31/ Kt / O C. EACH WAY �, �, 7 i 5"SLAB-ON-GRADE W/#3 @ 16" E.W. PREPARE I o 3 29-2018 $ice ,� S7-2.01 I • I SUBGRADE PER THE SOILS r STAMP 4" STD PIPE, TYP. I I REPORT I - - L �� e� ,o DBG ` PROPERTIES 49y •,,,„-.,-,••••-e-',), p-, /\�� 7-2.01 LLC /4,/61''''..�� --- DOUBLE JOIST __/ .-_ Enayat Schneider kb- I— LUS210 HANGER, TYP 3 TRASH ENCLOSURE FOUNDATION PLAN Smith �� Engineering, Inc. S7-2.01 118" = 1'-0" 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT 7---- r-1-- MAILBOX FOUNDATION PLAN 2 MAILBOX FRAMING PLAN S7-2.01 118" = 1'-0" ` S7-2.01 ' 1/8" = 1'-0" - 1/2" EXP. JOINT GUARDRAIL BY OTHERS SITE PAVING, SEE CIVIL 6". 2'-6"VERIFY W/LANDSCAPING 6". NOTE: GALVANIZE OR —7/\/— � '• .-1$1.1LMIN.NMASONRY COMPRESSIVE i- j OTHERWISE PROTECT . ' ' ALL EXPOSED STEEL. ' . • %\%\%' STRENGTH =2,000psi } - SOLID GROUTED 8'CMU ��\/' MIN, MORTAR COMPRESSIVE }� ` . - WI#4 @ 24" O.C. VERTICAL > '° , BOND BEAM T&B OF i\�/� STRENGTH = 1,900psi @ 28 DAYS x (3}#3 TIES @ 3"O.C. - PIPE COLUMN, SEE PLAN K' -.X MINI. GROUT COMP. STRENGTH = I >�: WALL W/(2) #4 CONT. }!} N SLOPE TO DRAIN l / TYP. BOND BEAM WI (2)#5 T&B #5 @ 8" O.C. 3,OOOpsi @ 28 DAYS > >AND@4'-0" Q.C. I., 2"CLR.EXTERIOR FAVI G, SEE ARCH , /\�/\ \\\, \ ►j } } 1/2" EXPANSION MATERIAL \ - Z </, ____M I I • -'7, . a • • . _ < o I I SLAB, SEE PLAN -;i _ = .' •. •"1: 4 to i },/��\\ \ N --14<-------------- 112" DIA. x16" STAINLESS STEEL —77\�-�-- 1 j"\\ �x t ALL-THREAD W/3" EPDXY EMBED 8" CMU GROUTED SOLID 112" EXPANSION MATERIAL A ,' .-i ..c \ �/ IN CMU (SIMPSON AT XP), TYP. (fm = U G psi) } BOND BEAM W/(2) #5 #5 SLAB Wl#3 16 O.C. } CONTINUOUS @ 4"O.0 EA END , EA. SIDE @ •'� \�\' I I - : .-/\ , �¢ \• > x _;I ,� C EA. WAY > \/` I 0 `/\\/ tQ • x CAST IN PLACE 4" CONC. SPLASH ^� - 7-•' • Z _ L1..1 • �,, x RC PAD W16x6 W2.1xW2.1 WWF, SEE / z 1 NI- 7 7-7'•: �• � CIVIL FOR SIZE & LOCATION ;� .\\\:, � :r. .- -, < . - • • .\�� z tl I I 1 1/2" DIA. x 3" HAS 12" • '• x ° �L t' @ • > < 6" CMU GROUTED SOLED Z Fn / • \ � \ • /,\ Z// , y a ! I x #5 DOWEL x }— a �. O.C., STAGGERED, EA. - .' , ' > WI#4 @ 32" O.C., NP, @ 8" O.C. �— � � _ .�. "- 4 � FACE OF COLUMN ; _ x � - � •'� 4- - _ -< - -� °• o I ► ` 0 8.. #4 @ 2'-0" O.C. o r, _ •• 4. a �,.r (3)#4 CONTINUOUS rX .J Q I ' 114"CAP PL 6.. >v. : ), , 6'' I f iy , .. -, .- .. Li' 1..->! : _ . 4 4 I I , _ .ti ! < I- ��'• #4 DOWEL TO MATCH WALL ��` °' I =4:.. i I 1 = °• REINFORCEMENT WI STD. 0 SEE PLAN FOR ,:::, -.'•.'z-_.. , .' : :,� -.y 'A , •__ _. a d a _ HOOK ALTERNATE HOOK < in • _ DIRECTION LLI�LI co e. REINFORCING • r + ;. + r . y w,: _ s 2' 6" Cr LL � :dam .°�• - r - • � t Cn 1 , - - — - _ SEE PLAN I #4 @ 24" O.C. 4" HOOK, TYP. 4'-0" \ (5)#4 CONT. �' Y N I—" J N U (5)#4 CONT. (-6- W z O' D 4 , MAILBOX FOUNDATAION �" 5 LIDIA PLANTER SITEFRETAINING WALL (7 � TRASH ENCLOSURE DETAIL LL = o I- S7-2.01 : 1" = 11-0" S7-2.01, 1" = 1 -0 S7-2.01 314 = 1 -0 S7-2.01 ; 1" = 1 -0 0 CO Wu) Et LLI = o 6 NOTE: 1--- (re. F- CO 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 H-y: II 1 A35 @ 24" O.C. - � ' -4411 I ----- .-- - - I I REVISIONS L4x4x114 @ 4'-6"O.C. MAX. SLAB REINF, SEE PLAN \ I I FOR WOOD SCREEN A '' 1/4 _i./\/- I CONNECTION - ANGLE BEAM, 1�: \ SEE PLAN EXTERIOR PAVING, SEE CIVIL Author Checker Zx BLOCKING BIW \ SECTION A-A SLOPE, SEE ARCH. DRAWN BY CHECK BY JOISTS H2.5A BOTH SIDES B V v B ,L, - , \ CL w PERMIT SET 114 I T.O. SLABcil OF EA. JOIST , _ �. ;_. ' :°- . _ l SEE ARCH STATUS 10d TOENAIL CAP PL112"x5"x5" •4';• _ • 03.29.2018 @ 6"O.C. H BEA WOOD SIDING, 1 , co SS M, SEE PLAN SEE ARCH. 114 ��/\�/\��/` ��\��\�� e DATE PIPE COLUMN, I I � \ ` / .. /, 4 F,/2/\ �l cam' 17154 3x PLATE W10.157" DIA. -- SEE PLAN ! I PL3B"x4 112"x4 112" / \/�\/ / \8/ /\/\/ PROJECT NUMBER PAF @ 6" O.C., 411) // \� �\ \ �� STAGGERED I @ANGLE (2) #4 CONTINUOUS / / \/ ' /� ATTACHMENT 1_ c'i/t2 cI L• 1 ; /\ PIPE COL , \\�\\/:. s 7.2 0 1 SEE PLAN SECTION B-B s 8 DETAIL 9 MAILBOX COLUMN/ BEAM CONNECTION 10 EDGE OF TURNDOWN SLAB ©20180TAK, INC. S7-2.01 1" = 1 -Q S7-2.01 " 1" = 1'-0" ., S7-2.01 1" = 1'-0" If this drawing is not 24"x 36", it has been reduced/eniarged. Scale accordingly. LU- - � ADDITIONAL VERTICAL BARS v z --,--------,--<„,7.-------12 1 L k•- CONCRETE WALL, 1 1/2" 1 1/2" ? 0 (") „. : SEE PLAN FOR SIZE& CLR. ' CLR. cv 0 / NOTES REINFORCEMENT -- 1 F #5 BARS AT 12"o.c. Otak Architects, Inc. 1.TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS w I l: Y w 16" 16" 808 SW Third Avenue, Suite 300 AND NORMAL WEIGHT CONCRETE. LENGTHS ARE IN INCHES. d • ° _ • _ Portland, OR 97204 TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR UNCOATED BARS D E- •-'+ - i ,- v ° .` `p main 503.287.6825 Lengths(In.)per Concrete Strang'h(psi) 2.CASES 1 AND 2,WHICH DEPEND ON THE TYPE OF STRUCTURAL } -•--1 1 .. = - CONCRETE COVER,AND THE CENTER-TO-CENTER SPACING d a A (3)#5 AT EACH SIDE OF OPENING www.otak.com 3000 psi 4000 psi 5000 psi ELEMENT, P ( I\\ "L" TopBars Other Bars TopBars Other Bars TopBars Other Bars OF THE BARS,ARE DEFINED AS: T € „ / z BACKER ROD;SEALANT —♦ -"` • - . ` 4,.: Bar Lap `fes a 1/2 0 SMOOTH BAR x 5-0 - 1) PROT *{ Size Class Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 BEAMS OR COLUMNS: LONG W/ONE END NOTE:TOP AND BOTTOM BARS TO '''\•�` I ,J' 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 F CONTINUE THRU JOINT. DO NOT —� ` - (2)#5x4'-0"DIAG. C� •�►�' N �-' #3 B 28 42 22 32 24 36 19 28 22 33 17 25 STIRRUPS OR TIES ARE PROVIDED THROUGHOUT LENGTH OF SPLICE HORIZONTAL BAR LAP BARS WITHIN 4'-O"OF JOINT. OP INC _2"CLR BARS AT EACH - A 29 43 22 33 25 37 19 29 22 33 17 26 NOT LESS THAN THE CODE MINIMUM SPACING, OR COVER AT LEAST M ` I SPACING WALLS 8" THICK OR LESS �—� TYP. CORNER a. �-••i• 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 v f ( db= DIAMETER OF BAR 1 1/2" Af011ir:t ii,ip 41: ,. ,,,opo A 36 54 28 41 31 47 24 36 28 42 22 32 PROVIDED. - co J CONCRETE WALL CLR. 1 1/2�� ADDITIONAL VERTICAL i'' "--"" #5 B 47 70 36 54 40 60 31 47 36 54 2g 42 CASE 2:COVER LESS THAN 1.0db OR C-C SPACING LESS THAN 2.0db A 43 64 33 50 37 56 29 43 33 50 26 38 •db SEE PLAN FOR SIZE& CLR. BARS EACH SIDE OF JOINT 1/.1W- B 56 84 43 64 48 72 37 56 43 65 33 50 3. USE CLASS"A"WHERE 50%OR LESS OF THE BARS ARE SPLICED .db No. 3 THROUGH No. 8 REINFORCEMENT H f . • , /0 G. �1,"��'` WITHIN THE GIVEN SPLICE LENGTH. USE CLASS"B"WHERE OVER 50% 4db \. #7 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. 6db No. 9, No. 10 AND No. 11 ° -� d _ ° p CL. I EXPIRES: 12/31) Ici B 81 122 63 94 70 106 54 81 63 94 49 73 _ a: :, . ,.- - ...+ _ _ / ' - No. 14 AND No. 18 - :. - 4 ' '- - .P _ `'' 1 @"L"< 12"NO ADM_ 3-29-2018 A 72 107 55 82 62 93 48 71 55 83 43 64 4.ACI318 DOES NOT ALLOW TENSION LAP SPLICES OF#11 TO#18 " • - 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 F �? • 4 3'_O" STAMP TENSION DEVELOPMENT LENGTHS. C ;., '- . = .' <.. , " TYP, A 81 121 62 93 70 105 54 81 63 94 48 72 �, t °s . B 105 157 81 121 91 136 70 105 81 122 63 944.4 •• L, 5.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF \ - ...., d - _ L� #10 A 91 136 70 105 79 118 61 91 70 105 54 81 CONCRETE CAST BELOW THE BARS. t BACKER ROD&SEALANT t 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 12" A 101 151 78 116 87 131 67 101 78 117 60 90 6. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE D=FINISHED INSIDE 5'-0"LONG W/ONE END co NOTE: TOP AND BOTTOM BARS TO t� PROPERTIES #11 B 131 196 101 151 113 170 87 131 101 152 78 117 TABULATED VALUES BY 1.3. q BEND DIAMETER GREASED, MATCH F CONTINUE THRU JOINT. DO NOT NOTE: LLC #14 N/A 125 187 96 144 108 157 83 I 125 97 145 75 112 r D=6db FOR#3 THRU#8 HORIZONTAL BAR - LAP BARS WITHIN 4'-0"OF JOINT. DETAIL APPLICABLE FOR ALL 7 LD-CASE 1, CLASS A, OTHER BAR D=8db FOR#9,#10&#11 OPENINGS, UNLESS NOTED #18 N/A 161 241 124 186 139 209 107 161 125 187 96 1448" ' LS-CASE 1, CLASS B, OTHER BAR D= 10d FOR#14&#18 WALLS THICKER THAN OTHERWISE. MAX LENGTH OF 5-0". ►�� -, Enayat l►°- Schneider 1 BAR LAP SCHEDULE 2 BAR BENDING DETAIL 3 CONCRETE WALL CONSTRUCTION JOINT 4 TYPICAL CONCRETE WALL OPENING Smith �� °' S8.01 NOT TO SCALE S8.o1 NOT TO SCALE s8.01 NOT TO SCALE S8.01 NOT TO SCALE 3141 WALNUT STREET, STE.203A DENVER,COLORADO 80205 720.904,1234 www.essdenver.com CONSULTANT NOTE: — VERTICAL -A THIS DETAIL IS TYPICAL FOR ALL RE- REINF. LS TYP. / ENTRANT CORNERS CAST IN PLACE OR TIES ' 114"MIN. CONCRETE SLABS, BEAMS,DECKING L4p v. g SAWCUT TOPPING AND WALLS.THIS DETAIL ALSO APPLIES AT ALL�. . • :- , a \oi a\. a; • . .� • = " !�*cl CONSTRUCTION)O NTSRANT CORNERS AT . • : _ .1. a�. #5x4'-o"E.A. FAGS � ., / Vis, -q;,- �. '"., . . . : " .- , 2` . . 4- - - - #5 CONT. EACH SIDE OF - a DOWELS TO MATCH SIZE - - . DOWELS TO MATCH SIZE , CORNER E.A. FACE - - AND SPACING OF HORIZ. o. ° AND SPACING OF HORIZ. Y REINF., SEE SCHED. REINF., SEE SCHED. \ CONCRETE SLAB, SEE PLAN ("T'=SLAB THICKNESS) = FOR LAP SPLICE FOR LAP SPLICE - FOR SIZE&REINFORCEMENT , .z/7 /r / ,/ / / / / ° VERTICAL REINF. :° - VERTICAL REINF. '` //�/�' OR TIES --4‘' OR TIES ° =< SAWED CONTROL JOINT (CJ) FACE OF WALUCOLUMN CONCRETE SLAB SEE PLAN 3'-0"TYPICAL I"— = °f MIN. (2)VERT. :,_3,-2 a°._/ / 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 Id h ' 7' : a Z . LIJ i— • - 1, -..4 ,--i, :.4, - p- -'a 1l -'t•4 a. °: ,•; a-. _ - - Yew � - • 4 < M < PLAN VIEW a ,:°� , d: - • 18"TYP. / 1811.11. CL 2-0 . '; .,;d:. CONCRETE SLAB(SEE • Q #4 HAIRPIN x I PLAN FOR SIZE& I SPACED TO REINF.) MATCH WALL 1/2"EXPANSION r' REINF. JOINT MATERIAL CONSTRUCTION JOINT (CJI PLAN VIEW .__1 Q o I-- 5 TYPICAL WALL OR GRADE BEAM INTERSECTION r-6-- EXPANSION JOINT DETAIL 7 SLAB-ON-GRADE JOINTS 1—E-3 N\ TYPICAL RE-ENTRANT CORNER REINFORCEMENT W W S8.01 NOT TO SCALE s8.01 NOT TO SCALE S8.01 NOT TO SCALE 8.01 / NOT TO SCALE (l) a Ce Ci L1.1 c‘jim —UI Nrn p w LL. = O < a SHEAR WALL 2x4 FLAT BLKG AT SHEAR WALL 2x4 FLAT BLKG AT W fu) CS Z o TOP OF WALL SHEATHING PANEL JOINTS SHEATHING PANEL JOINTS 6 2x TREATED PL •xwv� ANCHOR BOLTS 2x TREATED PL 1ANCHOR BOLTS �" :6- .-- L.L. ` - ' PER PLAN PER PLAN (2)#5 T&B OF ; .' SHEAR WALL OPENING, N':.:::: 4 :4_. :-. ‘s,4.', ' • : •. : ?" • • , EDGE NAILING SHEARGWALL .53 EXTEND 4-0 . . a 1/2"EXP JOINT EDGE NAILING 112"EXP JOINT TITLE PAST EDGE OF - •. $' -• ;4''' "7/-, . -- : = ' ` a , •' ' ; . _° 1/2"EXP. MATERIAL OPENING " ` , - t• . ° - , ` `' - EXTERIOR CONC SLAB,SEE PLAN CONC SLAB,SEE PLAN # DATE DESCRIPTION INTERIOR STUD WALL, - - • - ° . GRADE FOR REINF&ELEVATION SEE PLAN PATIO SLAB, FOR REINF&ELEVATION q. -• -< -. `�' "'2)#5a•0" � "• - , „ �.<4‘._ Q'\ ,�� _- :,,°_44. ' . 9' ° • . SEE PLAN �.2)#5x3-0 4 .�TYP.WALL REINF. 4 ° °• .•4• LONGAT FOUR _'_`; ° , °=:; \' SIDES z : .• • ;d: AS REQ ALL SHEATHING ANCHOR BOLTS, PER a `. ` ' .' a• 4 AS REQ D, SEE PLAN PLAN <"� 4 ° — a°. -a-'d _ -.• e 4' 'co / • _ \ • ' o t�. CONCRETE ° WALL PER . - _'• a 2 1/2"CLR.TYP. 1 #4 Z-BARS @ 18"O.C. `. " a 4 6„ (3)#4 CONT. -- 6„ < PLAN ., - a <� /��,:._--_ (2)#5 r. *P ALTERNATE TOP&BOT. HOOK ° AND :OTT• 4' - •-• SAW CUT CONTRUCTION O' OPENING, - • . P SAW CUT CONTRUCTION JOIST, SEE 7/S800 ° - ~° -• P. g a #4 T&B AND AT JOIST, SEE 7/S800 ° . ." ,, T AND AT ..'.- 4 : .. . 12„0 C 1122"0 C " _ - CONI. SLAB-ON-GRADE, • REVISIONS ,. • - -- - ::% : ... - <" •' - °` '• - SEE PLAN • ° ° P^ -SEE PLAN --.4 .—SEE PLAN 4• , i f AA .. 1 •. .a •. SB,JD TDS / / • ; _ A DRAWN BY CHECK BY < ; 4* = .< d' z `< • REINF, SEE PLAN M /��'\\� r --2a //� �� Z - .. t REINF, SEE PLAN PERMIT SET d ,d • '44‘ _ , 6 :; \ // \‘ a ° - -i -, \ \\\ Z A a f q`__ _ • < 20PENING MAX.4 0 ROUGH < ° . Lu Lu ° =�.. a 3'\�R � .l •�,, Q //��/� w ' • ° `6 •-•. .. 0: STATUS OPENING NOTE: in a ��% I. • %/\1 3 r a- 03.29,2018 DETAILS ARE APPLICABLE FOR 1 y / d .. _ 4 - -- , ._..., W DATE ALL OPENINGS, UNLESS NOTED I 1 °° Y I - OTHERWISE. #4 AT 18"O.C. / 3" / t #4 AT 18"O.C. / 3" 17154 ALT. HOOKS ..-- REINF., SEE PLAN ALT. HOOKS = - PROJECT NUMBER @ DIA< 12"NO ADD'L -seT SEE PLAN L SEE PLAN 6 REBAR NEEDED " SEE PLAN I.- 6„ -. S8 . 01 �9--- PIPE PENETRATION (10 TYP. EXTERIOR FOOTING (-11-- \ DETAIL AT INTERIOR WALL 12 EXTERIOR FOOTING AT PATIO ©2018OTAK,INC. 8.0.:1) NOT TO SCALE 58.01 1" = 1'-0" t s8.01J 1" = 1'-0" S8.01 1" = 1-0" lfthis drawing isnot 24"Xss"it has been reduced/enlarged.Scale accordingly. --/\r— ----- \/ 2x STUD WALL, SEE PLAN -- -7 ---'--ti ..4 ----- 3_ , FIRE PROTECTION, SEE ARCH. '' ''..NN4i. ANCHOR BOLT, SEE PLAN stak 2x TREATED PLATE TYR . , _.- - -1- -.-'-' i:._ - -°-:- -, "4 . ..°. - .,- •0 . ..-: /------"-- 1/2 EXP. JOINT Otak Architects, Inc. ---.1 1.-- - ii III lir "• -•' ' -- . -:•. l-'1 4 .‘% '''. :9-°''',0 :i'--0-'% .1 808 SW Third Avenue, Suite 300 -I I Portland, OR 97204 • I 1 u. ,_ :: . / V / V V , main 503.287.6825 www.otak.com _ ,, ,-. f ....• , A . ",, z _ --• _ #5 AT 7., , - EACH FACE 4: -.'4- > - li - -* • 4 1,3 -7r-f'..",, EACH WAY , - - - - /\ (1,k,i) P ROite.,% ' N.. SLAB RE1NF, SEE PLAN GiNlif); LLI • -‘r Ca ‘114 e , S' Y', — 444 gc 8• -t 'I' T7— i;) 5 ,9 • , , . ' '.4. OTE: 41....a. VERIFY PIT&SUMP EXTERIOR PAVING, SEE CIVIL z Oilir E a • ,_ . . . • .& DIMENSIONS W/ARCH SLOPE, SEE ARCH.ELEV. MANUF. PRIOR TO 5 ir lip I/ LLI a. .41 • > ... . . CONC. PLACEMENT \ N LJJ Lu . ---7.-N-/ 7----- 2 ' -• - ---8"TYP T.O.SLAB #5 AT AT 12"O.C. SUMP PIT -: ,•:7(1- 1'-0" . . -.-. -:,,' ', , .;.-„ 1 -,. -`'. ,•,.: , ;4 s- * ' ''. "' ;-'-' ';. '.e.:',, : . - ' SEE ARCW-PIF ..-) . 4 0-. ..- EACH FACE COORD.W/ARCH. 1'-0" -..4 .... . . - EACH WAY,T&B -..t , -- ., ,..- - . . ' ' -- -- -- r. lExputis: lir31/ 11 ...., . . . co ,• .• " TYP / '// '// '/A ' : -_--- --,) / / - / - e_ .• \ \ \ . 3-29-2018 , ,.:, - . . -.-. --...........:,_-44.. - /X / STAMP ..— ',°. SEE PLAN \41' / / //\W ' / / /''• 1-- = /\ - -0 Cl.. .) CC '-"" ' • AO •" - „ :-t - \8"/\ /i a'0 . ...., " - ' ' (2)#4 CONTINUOUS \ ,•,:\ 7,-, _. -. - - . . .',. I .-: , -4, '. .., 1 -•'-'4.''' 2 0 < 1. 11---u- /\ D o 5- „ _ • ,_ - • , DOWEL TO MATCH / / co 1 WALL REINF.W/ A b z .:. --: - - : -- - • :'.. 4' -f- '‘'ii -. --1- - - -' " I STD. HOOK \ .„\\\\\\\,,//:\ D B G PROPERTIES . , ! i . 4 . Enayat to.7 Z 2 EDGE OF PATIO DETAIL_ Schneider DOWELS TO MATCH ci #5"Z"BARS W/8" Smith y VERT.WALL REINF., __i 0 END LEGS AT 12"0.C. 2 S8.02) 1" = 1'-o" _ Engineering, , Inc TYP t," AROUND SUMP PIT b 3141 WALNUT STREET, STE.203A ,-- DENVER,COLORADO 80205 720.904.1234 www.essdenver.com 1 ELEVATOR PIT DETAIL AT CMU S8.02 1" = 1-0" CONSULTANT - ', -1 "H"x 2 '...4. •.: '''.;': '.. - •‘. .- _ - DOWELS TO MATCH --' - ' ‘-' ....4v.: .,', -'- - :"-- -,:,.•;•i•.4- .-,-. ;; ,',' , .', . WALL REINFORCEMENT - -°.- - ''- . ',.1• -.-- •-.(MIN.),.:"._. .. '--- - -., ". . '-:-Id SIZE&SPACING CD A ,,,„7,,,,,, WOOD STAIRS, 1-- . '_•_,:',X., A, ' .!-. ,d. :. .: ' - , .' . ' ,.- ' :. - .C.13 4 8 ' :44,• . 1, : ,T'-'-;-WALL BOTTOM STEEL SEE 12/S8.21 CO WALL: - ' -4_ :-' . - - '..- '. '' . - --. ' -,- - : - -. :•,. - .. -i 4- L3x3x1/4"x6"LONG (2) 1/2"DIA.THRU BOLTS Z TOP STEEL&TIES, IF•:.- --.! . .,. .., 4-4 -4:: ,., - -; - - - AT STRINGER IN VERT. SLOTTED I— . ..- USED, SEE FOUNDATION.' -' • '.A. .., --'; --,' '',/2 - ,----, •'. -,, , :. ,.- -- - • , ..f':' HOLES LLI f2C . . •_PLAN&SECTIONS- -.-. i4 14 - :, -,-._ -:. -; --- , :--.-- -. 4 .t ' , ,-4. ,; - * , . _-. --- - . -, -, . SLAB PER PLAN 3" (2)5/fr 0 x 6"EMBED M < . , . - - - 4 • : - ..._ . EXP.ANCHORS , ,q i L •' 1--- a_ iNN II _ 0 9 .-------- , - CLASS B TENSION LAP.TYP., i < 8.10 M. i r 4 --- - . • - , ,,e.:e.4 -- ;- :-' , ''. -' -. -; , SEE BAR LAP SCHEDULE k.' •I-. ,- -;-- -..' ID',-.14'- 1 ';', 1:- ..._ , . -: ..;'-e;6 '''. ; ', :-'-'''i ; I> 1 l Cie 1 . , - . '. ' :' ',, • •V-\ .:'''' _, :71.":--; '::',.', '' ' 4 c" - - '' . .,'. . = .-- • a - - Al 44 I 1 r--- am r.' 1. SEE FOUNDATION PLAN FOR TOP OF ir - Lu FOOTING ELEVATION. ui i 2. FOOTING STEP REINFORCEMENT TO co 1-- \ ThilirC rilli il'‘r: 1'1 0; - - )("(9411111\)- ce I "D" MATCH WALL AND/OR FOOTING Cin \ ..... .... REINFORCEMENT SIZE AND SPACING. (3)#4 CONT.W/#4 TRANS AT 16"O.C. -..r ,... 0 & THICKEN SLAB AT STAIR 'C',1 CI LL1 CY) BOTTOM STEEL AS SHOWN ammilZ CC1 N N- 0 Wz c3) — (---6-- FOOTING STEP (-7 STAIR STRINGER TO SLAB mom D ce 8.0,/ NOT TO SCALE S8.02 1" = 1-0" Li. 10 d z U-.1 cn cc = c"‹ r.... 0 m 0 TITLE # DATE DESCRIPTION REVISIONS SB,JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 , PROJECT NUMBER S8 . 02 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. :TNUCDH:AURkl.B.L:TESE, PLAN ' :1 x4 FLT B .@ __�ANEJOIWALL SHEATHING, SEE h w _ r -PLAN PER PLAN _;;_"n _ \ , POST, SEE PLAN Otak Architects, Inc. WALL SHEATHING, 2x TREATED PLATE 1/2"EXPANSION JOINT SEE PLAN 808 SW Third Avenue, Suite 300 / ANCHOR BOLTS, PER PLAN WALL EDGE NAILINGCONC. SLAB, SEE PLAN Portland, OR 97204 , FOR REINF. main 503.287.6825 WALL2x TREATED PLATE SEE PLAN www.otak.com SEE PLAN CONC. SLAB, SEE PLAN POST, SEE PLAN FOR REINF. _ 6 ' SHEAR WALL SHEATHING :' �-; . . „ -A" ._, g` #4 2x TREATED PLATE W/ &EDGE NAILING __,...\/\_____ �'. ' ) ' '''. - ' flF�.r ANCHOR BOLTS PER PLAN #5 @ 12"O.C. • { {.{ i I ' , +.0 1 iV �`�! POST, SEE PLAN „Z„BARS @ 18"O.G. _S� :',, ' • I 8, =t �A ALT. TOP& BOT. HOOK „ ' . ' ABU BASE g 6"— WALL EDGE NAILING, M d - • - J Z � d. ••,, � „ - -, �d ire '� SEE PLAN oo •I I 1 I (p. i < . -SI4, (3)#4 CONT. _ `� SLAB, SEE PLAN7 ‘6,,,,_-__, : .- ' -,. I J�� !EXPIRES': 11I311 1 SLAB, SEE PLAN \\ 2" #4 T&BAND @ 12"O.C. #5 12 O.G. \ ,. FOR REINF. i d .. SEE PLAN FOR REINF. \ FOR REINF. „ CONTINUE CONT. FTG. ,/,\\/„ \` �� * p @ 3292018 ` - - •- / \ \ ' ALT. HOOKS REINF.THRU PAD FTG. . , \\\ \/� 1 - STAMP : Y ^ `. • <, CONT. FTG. BEYOND /) A -� — _dam\ t` < °-• '. .� �--,1,-.-,4-7.._-='--; °\ '�� < . a -•'- - 'F *, 4-� _d •-.--.;.4,:• ° - - - - e a . '' ' - •p, ,b ' /�\�J\/\ d � \j-9' ` g _d'. • _ . T.�/\\j\\ co 4 ;n :_ . o-d ' \ ; L3x3x1/4 x 5'-O"W/5/8"DIA.x 6" " 8 4" 6" 6" HAS @ 24"O.C. � —N.-0—wBRIDGE BY OTHERS : _ , If a 1., _SITE PAVING, SEE CIVIL \ \ ..,,, ,,,A \ - :`+ -• a- ' -+ Otak Architects, Inc. 5 \ I ` 4 808 SW Third Avenue,Suite 300 6 S8.04 • • ; _ -' S8.04 1-_ �'� '�� io STEEL FRAME,SEE ELEVATION -. Portland, OR 97204 3/8 KNIFE PL ! �•�Q.r .+ - r 3!4"DIA A307 ANCHOR ROD x :=� main 503.287.6825 BO BRIDGE HSS 5x5x3/8 — „ „ '.►� �f , W/WASHER&(2)NUTS(4" 4" www.otak.com AN #5 Z BAR @ 12"O,C:• ,,, cy ' -. " L_ __ _ y PROJECTION),VERIFY .. SEE CIVIL ' '` T —— QUANTITY W!BRIDGE MFR. ' L-—-J 1'` A CAP PL,TYP :, �" \\\\\ NOTE: 'ty\ G I N F .-2, ' I �-•y• /// (10)#8 T&B, ♦ F s NS&FS, = 1 \f\/\ STEEL FRAME&ANCHORS '� c TYP 1l4, xv1/4 pQ ;.` °• ��\\ff\\/f\\ff\ GRADE LINE,SEE CMLNOT SHOWN, SEE 1 &2/S8.04 EA.WAY cic 8+ ' apt- s - <� , � -.,\//\ff /BRACE,SEE i 4 I BASE PL 1 x 11 x 2'-0" z #5 @ 12"O.C. EW, EF. - as \ \ �''� 1/4 ELEVATION -\ .� \,,,x 70I I 1 1/2"NON-SHRINK GROUT o d W j\ff\\ff\\ff\\ff\�\ I G. 0*1 A ��A- f1 i - p,.` `"° �' a \1f\\�f�\�f\\�f\\�/\\�\.\ b ,4 -, ' ' -" _-< I EXPIRES: 12/31/ ICI co la, x &? �V' M p +°< a '� . < ' ; ..`-■P ,�V !! T a` ± • `°a ` _ 3'29-2018 L, „Z. x #5 DOWEL @ 12 O.C. ,- .. �" �. - '' - - ''• 4A- ' :4' Q-' 1 - .. • a \/ /�/\////\\/\\/W/6"HOOK, TYP $ - ; d, a ,�. STAMP cin Lo (6)7/8"DIA. x 24 A307 • ,.4°=+a - .� = a ., a \/\/ / /f\/\%f\%f\` GRADE _ . - a -.aa ' ANCHOR RODS W/1/4 - I . Q „ ' 12\/ /\ \f\/\ \ SEE CIVIL H l I H a • + ,^ a III I x _ a , . 4 DIA. DRAIN IN 24 °" + \\ \\ \\ \\ \\ \\ \\ = .`' _ a ; f x4x4PLATEWASHER ,F a / / _ � as fC 6"PROJECTION 8 • ! r • • WIDE COLUMN OF / / / / / / / / - _ . . • _ ( ) •' ' °" : .° + • _ a',• ° GRANULAR -., \\/\\/\\/\\/\\/\\/\\/\\/\\f\ — a , a_ r'. ; . I - .- t' " \ \ \ \ \ \ \ \ \ \ p 4 .. :a + ° 2, , PROPERTIES 2 °` .'M - ...,,2.-:d 4 a o 1111Pa i� : } a 2 7\\ \ \ \ \ \\ \ \ a. LLL 58.04 AS ; d , • -�-� VP all, \ \\ \ \\ \\ \\ \\\ \ \\ \\ \ _ 4 : a 1 < ?. • 1 1/2" 101/2" 101/2" 1 1i2" a�ii� �al► ,`� • d /�/�/f\ff\/% \ //% i� a ' - #4x - •• -... ' ', ' FOUNDATION, SEE -► �..- �� . o "'o a a a e.\\,\\,\\.\\.\\. \\ \�\�\\,�\, .�\\, P _4_,, • @ 12"O.C. 41 ". , : PLAN • , a _ ".a ; . , b" ° y;Q aEnayat ., • O O O cV r °" °b _ • 4 ♦ _ (2)#4 EA. SIDE Schneider �1, _....) .' „ _ - . °"" .-. _ . ., - a�_ • - - - <"°- - • - , _ +.P-.<' - _ Engineering, - SEE PLAN _ ,' _. • Inc. ,, . , a a_ ,: t - • ' a 3141 WALNUT STREET, STE.203A < O O O r • 1 " ,'. . I- ,_ _ a ° a '•.- DENVER,COLORADO 80205 6'-6" • 720.904.1234 www.essdenver.com jit TO GRADE y ENCONSULTANT SEE CIVIL SECTION A-A (6)#5 CONT.,T&B #5 @ 12"O.C.,T&B -• le..PLAN >` rtl- PEDESTRIAN BRIDGE FRAME ELEVATION (-2 PEDESTRIAN BRIDGE FRAME 3 PEDESTRIAN BRIDGE ABUTMENT 4 BRIDGE FOUNDATION s8.04_.y 1" = 1'-0" \ 58.04 1" = 1-0" 58.04 3/4" = 1'-0" 58.04 1" = 1'-0" BRIDGE BY OTHERS 1 CO 1/4 CAP PL,TYP I I CAP PLZ _ LLI BO BRIDGE — — - — ._ — *i* — �`- - WP — — — — SEE CIVIL7/ �� \ / I 3/8 KNIFE PL Nor// / \\ \\\ 1/4 > EMI" I IN7 / I I / </7' \, 1/4/ // STEEL FRAME, / \ am SEE ELEVATION _I _! _ /NS&FS,TYP Q BRACE, SEE 1/4 ELEVATION CO CI) LI I-I.I N Q J NRI N• w 5 PEDESTRIAN BRIDGE FRAME (6 PEDESTRIAN BRIDGE FRAME LU z rn 0 S8.04 1" = 1-0" 58.04 1" = 1-0" ...." _ ct Ill run Et 0 CO 1 .1 r- I— CO TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 04 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. i 1 SQUASH BLKG.ABOVE HEADER TO MATCH TRIMMERS ATTACH PLYS W/10d AT WALL ABOVE Otak Architects, I ROOF JOIST/FLOORc. 12"O.C.. . STAGGERED WHERE OCCURS '\i JOISTS NOT SHOWN FLOOR SHEATHING, -- ----/V-- (NON-BEARING) 808 SW Third Avenue,Suite 300 FOR CLARITY 2x PLATE, SEE 2/S8.21 SEE TYP. PER PLAN Portland,OR 97204 FOR LAP main 503.287.6825 III ATTACH HEADER NOTE: - 1 I WWW.ota k.co m w PLYS PER IBC . / (2) 16d PROVIDE 10d NAILS --- TWO ROWS OF 10d I- i FASTENING SCHED. AT 12"O.C.AT NON- NAILS in NAILS EACH !,-.J,. ., , 0 PROv 2 0 F- —1--- > SPLICE LOCATIONS, ROW ON EACH SIDE OF TOP PLATE JOINT. .. . .L ,. 4‘Cw OVERLAP TOP PLATES E c, e_fic.q, 1 < P AT ALL CORNERS& 44.,,, f - / E I INTERSECTIONS Qc 8. ' A r-- .4 la CI kN\ 4`-0"JOINT STAGGER 4'-r JOINT STAGGER e \_ DOUBLE JOIST w>\<'i . ci) . . . ---•• ATTACH MULTI-PLY -ee le-ec to- co(0 STUDS PER IBC 1 4_ (3) 10d MIN -- ,,,N . iAlert# FASTENING SCHED. LU 0 . --:11- '-''---.. 1 Y - FRAME OPENING ' 14, 14,0 in,..„ • • • • > , I MIN(3) 10d AT EACH PLY <, I I 1 j 11 I I 1/ I ' 1 1 1 I I / 0 1 77' SEE MECH. FOR 77e,- 6eIree-g 0 --eeele,---,,,,,eee .,------ - SIZE o EXPIRES: 12/31/ I9 i BOTIOM z„, __I HEADER, SEE PLAN / .L_ ,,,_. -0> ----r -1--- KING STUD., SEE PLAN FOR CONT. JOIST OR PLATE PLATE Fi.11.5 \_ 3-29-2018 re /1 — ___I QUANTITY.TYP. JOIST BLKG AT ?-0 JOIST, SEE PLAN JOINT JOINT STAMP DOUBLE UP TRIMMER .1' _L. _,\7l,,,,,_ 48"O.C. HANGER BY STUDS AT JAMBS OF N.. WOOD STUD WALL, SEE ,\.., TRUSS MANUF. - OPENING LARGER THAN SCHED. ....-. 6'-0"AT BEARING WALLS I WOOD STUD (2)SIMP DTC CLIPS AT fThi•--1711:1--L.... U.N.O. ON PLAN. PARTITION WALL EA. BLOCK NUMBER OF TRIMMER&KING STUDS (NON-BEARING) PLAN VIEW CALLED OUT IN HEADER SCHED. DBG PROPERTIES LLC 1 TYPICAL HEADER DETAIL 2 TOP PLATE JOINT DETAIL 3'''' TYP. NON-BEARING WALL DETAIL (Th TYPICAL FRAMED OPENING .8 29 NOT TO SCALE ! 2:y NOT TO SCALE s8.2:1_y 1" = I-0" ..S:3.2.' NOT TO SCALE - ' I .-,- .„.,, , . , Enayat Schneider _4'''', „..: Smith yl 2 Engineering, '- 3141 WALNUT STREET,STE.203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT 1\/ LAM WITH: BUILT UP COLUMN ( ' 4 OR MORE 2X4 AND 2x6: 1/2"0 THRU OR POST, SEE BOLT AT 8"O.C. (ALT. SIMP SDW22). PLAN 3-2X6:TWO ROWS OF 30d COMMON WIRE NAILS AT 8"O.C.APPLY ONE ROW TO E.A. FLOOR TOPPING, SEE PLAN 2x STUDS PER PLAN SIMP SDS 1/4"x8"SCREWS @ 10" 2x WALL STUDS, -\ FACE(ALT. SIMP SDW22). O.C. IN LIEU OF SHEAR WALL LA SEE PN c_______ . CONN. PER SCHEDULE , : 2-2X6:TWO ROWS OF 10d COMMON WIRE FLOOR SHEATHING, SEE PLAN SIMP A35 EA, NAILS AT 6"O.C. / TYP. FLOOR CORRIDORS - UNIT FLOOR TOPPING, SEE PLAN SIDE OF POST- EDGE NAILING FLOOR SHEATHING I I LFLOOR TOPPING PER --\ 7- SEE PLAN , TOP AND BOT 3-2X4: ONE ROW OF 30d COMMON WIRE i \ NAILS AT 8"O.C. STAGGERED,APPLY(1) ' CU,SEE PLAN TYP. FLOOR SHEATHING, PLAN ..L : ''A --1-1 .7. TREATED ROW TO EA. FACE(ALT. SIMP SDW22). INOTES SEE PIAN 7 PLATE,TYP. \ 7 t_--- • 1 I L 2-2X4: ONE ROW OF 10d COMMON WIRE ) NAILS AT 6"0.C. STAGGERED. / - CD > r --1 FLOOR SHEATHING OVER 3x T&G DECKING PER PLAN _- : : ---....-- , ..-.p,..- I I- JOIST, SEE PLAN e SHEAR WALL EDGE NAILING PER SHEAR : : --------- • In-- JOIST, SEE PLAN M LU EA. / 2) (2) 16d INTO I 2x PLATE-FOR Illi 1-- BOTTOM OF 10d TOE NAILS @ 6"0.C. \-- JOIST, SEE PLAN SHEATHING PER —1--N---- LAP, SEE 2/S8.21 Ce STUD ' - .... _., . , . . SHEAR PLANS Z BEAM, SEE PLAN SIMP. IUS HANGER U.N.O.UOFIRE BLKG. @ CONC. BASE T&G DECKING CEILING LINE i (------- TYPICAL BUILT-UP COLUMN/POST 6 DETAIL 17 FLUSH WOOD BEAM 8 CORRIDOR WALL l..'.- (/) NOT TO SCALE S8.21) 1" = 1'-.0" S8.21 1" = 1-0" S8.21 1" = 1'-O" < < 1-- (2) 10d NAILS @ 6"O.C. a• LU (STAGGERED NAILS) Q 1.41C 1 1/8"PLY THREAD, ORIENT SO o THAT FLAKES ARE PARALLEL 0 TO THREAD LENGTH JOIST, SEE PLAN CO ft.,Ce La: M CI W Cr) STITCH NAIL W/(2)ROWS ammill OF 1Ckl @ 8"0.C. A, (STAGGERED) . I - -,4 ' ' - -- . f•- ili Z 0) g LL. 2x12 DF#2 STAIRLI— = 0 ? f: P+7 \ O- W LL- 6, ..-- HANGER, SEE PLAN vas -;..4. TITLE P. 7.' BEAM, SEE PLAN 2x PLATE WITH 16d NAILS 2x EXT. STUD WALL, 2x PLATE WITH 16d NAILS # DATE DESCRIPTION AT 16"O.C. U.N.O. ON SEE SCHED. AT 16"O.C. U.N.O. ON SIMPSON CS16 x 2x STUDS PER PLAN SHEAR WALL SCHED. SHEAR WALL SCHED. 2x EXT. STUD WALL, 5'-0" SEE SCHED. CONT.6x12 AT 2-HR SHEAR WALL EDGE 2x PLATE W/16d©6" ? SHEAR WALL EDGE 0.C. U.N.O. ON SHEAR I WALL, SEE 1/S8 22 NAILING, SEE SHEAR /\/--- NAILING, SEE SHEAR CU, SEE PLAN NOTES WALL PLANS WALL WALL SCHED. WALL SCHED. SHEAR WALL EDGE FLOOR TOPPING, PER PLAN CU, SEE PLAN NOTES TYP. FLOOR SHEATHING, PROVIDE GAP IN PROVIDE GAP IN / SEE PLAN NAILING PER SHEAR WALL SHEATHING TYP. FLOOR SHEATHING, WALL SHEATHING WALL SCHEDULE IL. FLOOR SHEATHING,PER PLAN SEE PLAN --.1.--- , I (4)2x12 DF#1 STRINGER CUT *, r I 1 .,...,_, :, 4111111.1.11 IE ! ,... ....--.-- ' TO LEAVE 5 1/2"SECTION > 1/8"PLY STAIR TREAD W/ EL_•,, ,/‘/ , i/r 5IP ..... , SHEAR WALL EDGE TO LENGTH OF TREAD N REVISIONS 7 NAILING, SEE SHEAR / / SHEAR WALL EDGE = WALL SCHED. II 11111 I 1 IA \ // NAILING, SEE SHEAR I i SB,JD TDS WALL SCHED. ' FLOOR SHEATHING ilfl 41. HHOi HX\ DRAWN BY CHECK BY SIMPSON A35 @ 48" --/------- 1110.-_-......._ \ FLOOR JOIST PER PLAN EDGE NAILING \-- JOIST,SEE PLAN 0.C. U.N.O. ON SHEAR \ PERMIT SET FLOOR SHEATHING Cl\--- JOIST, SEE PLAN ITS HANGER WALL SCHEDULE EXTERIOR SHEATHING, 1 1/2"CONT. LSL BLKG.W/10d EDGE NAILING STATUS TOENAIL @ 8"0.C. U.N.O. ON Z (2)2x PLATE, SEE 2/S8.21 SEE SHEAR WALL PLANS (2)2x12 DF#1 STRINGER CUT (2)2x PLATE, 03.29.2018 SHEAR WALL EDGE SHEAR WALL SCHEDULE FOR LAP VERIFY W/ARCH TO LEAVE 5 1/2"SECTION NAILING PER SHEAR EXTERIOR SHEATHING, FOR LAP SEE 2/S8.21 -g ..- DATE WALL SCHEDULE SEE SHEAR WALL PLANS 4'-0"MAX JOIST, SEE PLAN(WITH WEB 17154 STIFFENER WHERE REQ'D BY 2x FIRE BLKG. @ CEILING LINE BLOCKING AT _____i_N____ MANUF, BOTTOM OF JOIST, PROJECT NUMBER SEE DTL 2/S8.22 FOR EACH STUD SPACE CONDITION WHERE (2)2x PLATE-FOR LAP DETAIL A POSTS ABOVE OCCUR SEE 2/S8.21 S8 . 21 BEARING WALL (-1-- I-JOIST PARAL. TO EXTERIOR WALL 1711 I-JOIST PERP. TO EXTERIOR WALL (12) STAIR DETAIL ©2018 OTAK,INC. = 1'-0" !_8.21) 1" = 1'-0" !,.8.2y 1" = 1'.-0" S8.21 1" = 11-0" If this drawing is not 24"x 36,it has been — reduced/enlarged.Scale accordingly. .2) , ( CS16 x 18" 1 . (ONE FACE OF POST) 4 y tflIF_I - _ - SIMP A35 BOTH / SIDES OF POST, ...- --- - STUD WALL FRAMING ....ier:''': TOP AND BOT PLY SHIM . -- TYP. FLOOR SHEATHING, ------/V- POST UP TO BEAM OR - ,_.,__ SEE PLAN Otak Architects, Inc. - GIRDER TRUSS,ABOVE 10d TOE NAIL @ 6"O.C. ,s "-- FLOOR FRAMING FROM TOP PLATE TO - 808 SW Third Avenue,Suite 300 WHERE OCCURS BEAM Portland, OR 97204 . CU, SEE PLAN TYP. FLOOR ---;\ -.k..\\ .\\.,, \ \ \ main 503.287.6825 / SHEATHING,SEE PLAN (2)CS16x14"(ONE ON EA. . ,,,,,,,,... www.otak.com 10d TOENAILS @ 6"O.C. , ' , OPPOSITE FACE) OF EA. DOUBLE 2x TOP PLATE WALL SHEATHING, SEE PLAN . .. TYP. FLOOR SHEATHING, --;,4__ ,, --.-:)t: STUD OF WING WALL,TYP. i ° L. - • iir s SEE PLAN -* 1 • • • - - - -/'ol -"P'" - - a „ I < a* * 00 ,,., CANTILEVER BEAM, SEE PLAN 4.L., „ ? I I . -° r , ii .. 8* \r- 1tt - I I NOTE USE TYPICAL -'\ c riiilios -A_ Ab, ' ----:-. SIMPSON A35 TOP SHIM AS REQ'D iT / „ L.-(-1 WALL SHEATHING BOTH SIDES OF WING WALL POST CAPPLAN, SEE &BOTTOM......i.,_ 2 vil..1_11i OF BLOCKING 011ir vip EXPIRES PLAN1i/31/ IC 46EV*3 111,:am.- ;I .. \ [WWI JOIST,SEE /\/ ----- POST, SEE PLAN / IA/STEEL CANOPY BY OTHERS I , % WALL STUD WRAP Mist 10d TOE NAILS AT 4" JOISTS PARALLEL11/W ---_ I : i f L TYP. FLOOR FRAMING, 0.C.,TYP. BOTH TO WALL WHERE CS16x23" AROUND FRAMING,-, ,,,..„1/4 SEE PLAN SEE 9/S8.21 SIDES, STAGGERED -. , \ NOTED BOT. PLATE TO OPPOSITE .. 2x PLATE W/ANCHOR :tail SIMPSON LTP4 @ 18"O.C. FACE OF STUD,TYP. EA. 00 .0 BOLTS, SEE PLAN 11171111 a MI i 3-29-2018 STUD °0 F.. U.N.O. ON SHEAR WALL 6x12 PROVIDE SOLID BLKG. UNDER (2)2x PLATE, SEE 2/S8.21 STAMP 2"SQUARE PLATE - - SCHED. POST IN FLOOR CAVITY TO MATCH FOR LAP - 4E11 -----1'-0"MAX - -° ) WASHER AT EA. • WIDTH OF WALL. WHERE JOIST / (2) 1/2"DIA THRU BOLTS - HANGER, SEE SEE PLAN ARE PERP.TO WALL, SET BLKG POST DOWN TO / .. •- . . - _, -, _ , - . . „ , 4 , A • -.- „ CONC. STEM WALL, @ 4.-0"O.C. MAX. DBG PROPERTIES INTO ONE JOIST SPACE. WHERE FOUNDATION TO TBROILIPTLE 2x6 BLOCKING - JOIST PARALLEL TO WALL, BLKG IS 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' - \ \\ N\\ - . •--- , • *114,e- Ena-y; ( 1 2-HR STAIR ELEVATOR r 2 TYPICAL BLOCKING BETWEEN FLOORS 1-3- WING WALL DETAIL r 4 EXTERIOR CANOPY Schneider Smith r -k _--- 8.2,2,„/ 1" = 1-0" 8.22 1" = 1`-0" 8.2,2 1" = I-0" ,!,8.2,2 1" = 1-0" it gineering. 3141 WALNUT STREET, STE.203A DENVER,COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT 7 STUD WALL FRAMING ABOVE, ..07 SEE PLAN GYPSUM SHEATHING, 2x PLATE ___ V\ _ STUD FRAMING ABOVE SEE ARCH. GYPSUM SHEATHING, SEE ARCH. _1_ CU, SEE PLAN FLOOR SHEATHING, WALL STUD FRAMING, 14"MIN. / SEE PLAN SEE PLAN -0 *. CU, SEE PLAN I I FLOOR SHEATHING,SEE PLAN -----.- : FLOOR SHEATHING, I A / SEE PLAN WALL STUD FRAMING, SEE PLAN / ( _ i .... _„.....-- - --- 4- Z i WALL SHEATHING, SEE PLAN ; . , FLOOR SHEATHING,SEE PLAN 1 1 1 Z '- T 7 --ta wzI--- --/VT:(,,/ FLOOR EDGE NAILING, SEE PLAN IllaVA: '.N4\ LU WALL EDGE NAILING, SEE PLAN / '---,-- WALL EDGE NAILING, SEE PLAN CS16 CONNECTING TOP PLATES ON OUTSIDE FACE OF WALL , .. ------ STOP TOP PLATES ON EA. SIDE OF BEAM BEAM, SEE PLAN 10d TOENAILS PACK AS REQ'D CORRIDOR DECKING, — PROVIDE STUB POST ---......„ ' -.....-- . SEE PLAN 1°mun 1- Ct ;-..t7._ ------- BEAM, SEE PLAN Z ...... .. - , ----2:---44. f 1 i -,--4-' " - STEEL CANOPY BY OTHERS UNDER BEAM WITH STUD " - I WV ______ „,i NAILED TO EACH SIDE I-JOIST, SEE PLAN i 2 < - ' e A35 FROM BEAM _ (2) 1/4"x3"SOS FROM 1 LLI CL \/ M STUD TO BEAM EA. SIDE < -d STUD WALL FRAMING, . i SEE PLAN HANGER, SEE PLAN 3x8 LEDGER W/(3) 1/4" mm. I' C.1) DIA.x 6"LAG SCREWS -...1 AT 6"0.C. DOUBLE 2x TOP miN\NG, I-JOIST FRA 2'-0"MAX POST, SEE PLAN ___......\/\_....... --/\/- li< < — PLATE SEE PLAN --e (4) 1/4'DIA x 6"LAG SCREWS STITCH NAIL STUDS TO 1- SIMPSON LTP4 @ 1r O.C. 0- @ 18"O.C. MAXIMUM BOTH SIDE OF POST& LL1 ITS HANGER, U.N.O. ON SHEAR WALL BEEAM TYP. SCHED. < 0 0 BEAM, SEE PLAN co 5 EXTRERIOR CANOPY AT STAIR (----6-') TYP. BEAM TO COL CONNECTION AT EXTERIOR (-7.-') INTERMEDIATE LANDING I f3-- CORRIDOR/UNIT WALL AT 2HR FIRE RATING n w e,(Y) --I ZNI S8.22 1" = 1-0" .22 I" = 1-0" 8. ,,) 1" = 1-0" \ 8.2) 1" = 1-0" g LLI z a) am.. D ct Um = 0 W C- LL.! u) w 0 = c) < 0 GYPSUM SHEATHING, TYP.WALL EDGE SEE ARCH. NAILING, SEE PLAN TITLE GYPSUM SHEATHING, CU, SEE PLAN --V _ -- \-. 7,7 SEE ARCH. _A /\ A — /______ # DATE DESCRIPTION v- V TYP. FLOOR SHEATHING, CU, SEE PLAN 2x PLATE SHIM AS REQ'D SEE PLAN \ FLOOR SHEATHING, CORRIDOR DECKING, - TYP. FLOOR SHEATHING, SEE PLAN SEE PLAN SEE 9/S8.21 FLOOR SHEATHING,SEE PLAN 6x12 - -,....... .., _ "7 DOUBLE 2x TOP PLATE • , 1 TWA \ l AT EXTERIOR WALL 10d TOENAILS - 10d TOENAILS @ 6"0.C. \ @ 6"0.C. mui & \ .7 . — I- ''.---------------- SHIM AS REQ'D 1><N<I> 11 ( VESTIBULE DECKING, REVISIONS , _ ,,ieL41 SEE PLAN 444, \ / WALL STUD FRAMING, z ,........kii - f N. 14"MIN. EA. SIDE OF STEP 4111L.,:i i SEE PLAN 2 TYP. FLOOR FRAMING, 2x8 BLKG BETWEEN NN SB,JD TDS -K ..- DOUBLE 2x TOP PLATE . SEE 9/S8.21 STUDS AT CORRIDOR WALL DRAWN BY CHECK BY -Er nor ------, ---,-- At- . IL L\l'" 3x8 LEDGER W/(3) 1/4" DIA.x 6"LAG SCREWS • 6x12 CS16 FROM BLKG TO CORRIDOR TOP PLATE STUD WALL FRAMING, STATUS PERMIT SET CORRIDOR DECKING, SEE PLAN AlIP cv VESTIBULE DECKING, AT 6"0.C. HANGER, SEE PLAN EA. FACE OF WALL SEE PLAN 03.29.2018 3x6 LEDGER W/(2) 1/4"DIA.x 6" SEE PLAN _....../V. - V DATE LAG SCREWS AT 6"STAGGER 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 S8122 ©2018 OTAK,INC. 9 CORRIDOR BEEAM W/ LEDGER ,17-10:-) VESTIBULE WALL AT 2HR FIRE RATING (-11 2HR WALL AT OPENING/UNIT (--12 TOP PLATE STEP AT EXTERIOR/CORRIDOR WALL If this drawing is not 24"x 36",it has been S8.22 1" = 1i-o" ' 8.2 ) 1" = 1-0" S8.22 1" = I -O" !8.2 1" = V-0" reduced/enlarged. Scale accordingly. ø) tk ---' --; at 1 k #OW1 - _, _, g 4, t\ SIMPSON A35 TOP&BOT. STUD WALL FRAMING, OF BLKG, EA. END ; SEE PLAN Otak Architects, Inc. - EXTERIOR MODIFIED */\/ - BALLOON-FRAMED WALL GYPSUM SHEATHING, 808 SW Third Avenue,Suite 300 (3) 16d TOENAILS EA. SIDE SEE PLAN Portland, OR 97204 OF BLKG. TO STUD main www ottakc o25m EXTERIOR MODIFIED FLOOR SHEATHING, BALLON-FRMED WALL SEE PLAN ;� ;; 'IL' \ \ oiNe ,,,,,;, v If . t rip ii \ V 71 \___ SIMPSON GA1 FROM TOP NI PLATE TO 6x12,BOTH >�, SIDE OF WALL `- '9�jr!0 G. E iiil SIMPSON CS16 FROM INTERIOR PLATFORM R SIMPSON GA1 FROM SEEIPLAN LANDING JOIST, t EXPIRES: 12/31 f Iq i TOP PLATE TO BLOCKING FRAMED-WALL W/6x12, SOLID 6x10 BLOCKING 3-29-2018 TOP PLATE TO BLKG. _ SEE 1/58.22 BETWEEN STUDS AT • TOP FLANGE HANGER, STAMP LEDGER ATTACHMENT SEE PLAN — LSL BLKG BELOW INTERIOR PLATFORM /\/-- FRAMED WALL W/(1) PLY LAG LEDGER EWS AT2)1/4 DIA. x 6° DBG PROPERTIES LSL BLOCKING STAGGERED LLC 1 TOP PLATE STEP AT EXTERIOR TO INTERIOR WALL (-2 TOP PLATE STEP AT 2HR WALL (-3-- STAIR LANDING LEDGER (2HR FIRE RATING) 58.23 1" = 1,_0" 58.23 �„ = 1'-0" ss.2� 1" = 1'-0" -' -. Schneider ' Smith r i,=,, Engineering, , Inc. 3141 WALNUT STREET,STE.203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT Z W CO I I— M Ct W 0_ _ M < f-- J Q I-- CL a W < 0 0 CO W 0 ci Z in W N W Zo mem U- 1.1. = 0 aCt w COR 0 F— N- L.L. TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 23 O 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 , lottri PROVIDE SHEATHING BOTH SIDES OF TRUSS. PROVIDE SHEATHING 8d @ 6"O.0 EDGE NAIL 8d @ 6"O.C. EDGE NAIL BOTH SIDES OF TRUSS. TYP ROOF EDGE NAILING -,- ";.,- - .--,-e,::4 1\3\ EXTEND TRUSS END VERTICAL MEMBER __ ___----r<- (2) 10d AT EA.TRUSS EXTEND TRUSS END TO FORM PARAPET& ........ii VERTICAL MEMBER ,k_...........-.4 A 8d @6"0.0 EDGE NAIL Otak Architects, Inc. 10d TOENAIL AT 6"O.C. - DESIGN FOR+1-82 101100.-"Mr.g 0O FORM PARAPET& ; 2PW-414 ROOF EDGE NAILING PSF WIND LOAD ±''' 8d @ 6"O.C.0CEDGE NAIL DESIGN FOR+/-82 (6) 10d NAILS AT EA. TYP. ROOF 808 SW Third Avenue, Suite 300 , 1 ±' ROOF EDGE NAILING END OF BRACE TYP, ROOF SHEATHING, SHEATHING, Portland,OR 97204 ROOF EDGE NAILING PSF WIND LOAD - . 0 SEE PLAN main 503.287.6825 (3) 10d AT EA. SEE PLAN - SHEAR WALL EDGE , ' tX 2 TYP. ROOF SHEATHING, www.otak.corri NAILING, SEE SHEAR Fil i:,) TYP. ROOF SHEATHING, SHEAR WALL EDGE -i-/ 'Lff PLAN BLKG., TYP. 2x6 BLKG. BETVVEEN SLOPE, SEE WALL SCHED. (f)7..I." SEE PLAN NAILING, SEE SHEAR tu- TRUSS. TYP TOP& ARCH SLOPE (3) 10d TOE NAIL TRUSS ... ,„ 2x8 CONT. BLKG. T SLOPE,SEE ARCH. WALL SCHED. 0't SLOPE, SEE ARCH. BOT OF BRACE ,_- 1_ . SEE ARCH TO PLATE -0 - ir .„ \ BET1NEEN TRUSSES : 2x8 CONT. BLKG. TRUSS BLOCKING le..... : 11; REQ'D BY MANUF _ . x x 24"O.C. U.N.O. ON ,.. _,,---niniiii 1(' KY \ SIMP A35 ANGLE @ 24" I 0. SHEAR WALL SCHED. O.C. U.N.O.ON SHEAR i :1111111r WALL SCHED. 2x BLKG. BETVVEEN ceiN TRUSSES lk iod@6"0.c. 0 I TRUSS OVER SHEAR ROOF TRUSS , Is, A IP ... GIRDER TRUSS 2x BLKG. BETVVEEN \ A... WALL-DESIGN FOR 300 BY OTHER its G. Etk16. _Ati T.O. PL. 1 . ''' / BY OTHER TRUSSES ,o, PLF 1 . - \--, SEE ARCH. :' A . I EXPIRES: 12/31/ ICI I --./ ,,..A T.O.SEAPIRCH. '' -, 7.21.7 A.,,, A 2x6 BRACE AT Ki I 10d TOENAILS AT 6"O.C. \ /: z 3-29-2018 SHEAR WALL EDGE \ !".. HANGER BY _........... 6'-0"O.C.TYP. U.N.O. SHEAR WALL TRUSS BLOCKING AS --I -1?'Ill Nm IPP..**4 .........._ \ NAILING, SEE SHEAR x •'61 TRUSS MANUF. SHEAR WALL EDGE , "N \ ----- SCHED. REQ'D BY MANUF. SIMP H2.5A AT EA.TRUSS STAMP WALL SCHED. / \ NAILING, SEE SHEAR : \ / M . x . / x (ADD'L H7Z AT GIRDER TRUSS) / \ Y j 0 WALL SCHED. x 'Z.,N \--- ---' -...g ROOF TRUSS EDGESSEHEEASRHEAWARLLWALL scNHAEILDIN.G, - / \ TRUSS BLKG. 10d TOENAIL AT 6" / \ BETWEEN TRUSSES, - 0.C. U.N.O. ON SHEAR I\ 10d @ 6"U.C. ROOF TRUSSES BY OTHER ROOF-RUSSES BY OTHER (A)3N5aGALk ASNOTED -- _,..-"Mili Ni-AllEALIII WALL MR BY OTHER SEE 11/S8.31 / -\ DBG PR' OF-1-lf-LPERILTIES woi o.Acd LLus.TOENAILN0E. ODAN.ITS 6"HE A R NN WALL SCHED. NN\ SCHED. WALL SCHED. (2)2x PLATE, FOR SHEAR WALL SHEATHING, LLC, LAP SEE 2/S8.21 SEE SHEAR PLANS HEADER WHERE H2.5A AT EACH HEADER WHERE H2.5A AT EACH TRUSS ' --s., OCCURS, SEE PLAN TRUSS(ADD'L H7Z AT OCCURS, SEE PLAN - -. L H7Z AT GIRDER TRUSS) SHEAR(ADD' WALL SHEATHING, • GIRDER TRUSS) (2)2x PLATE, FOR SEE SHEAR PLANS ___/\,_ __ 2x INT. STUD WALL, SEE SCHED. ' N„, 4f A EXT. SHEATHING, SEE EXT. SHEATHING, SEE (3) 10d TOENAIL LAP SEE 2/S8.21 _r - y11,- - - - ; „ .- - SHEAR WALL PLANS (2)2x PLATE, FOR SHEAR WALL PLANS TRUSS TO PLATE 2x INT. STUD WALL, SEE SCHED. Schneider Enayat • - 4 ,_, LAP SEE 2/S8.21 2x EXT. STUD WALL, 2x EXT. STUD WALL, (2)2x PLATE, FOR Smith Enginn = SEE SCHED. -., 2'-0"MAX. In. SEE SCHED. LAP SEE 2/S8.21 in, eerig, 3141 WALNUT STREET, STE.203A (-1---' ROOF TRUSS PARAL. TO EXT. WALL (----2- ROOF TRUSS PERP. TO EXT. WALL (--3 ROOF TRUSS PARALL TO INTERIOR WALL (-4.-- ROOF TRUSS PERP. TO INTERIOR WALL DENVER,COLORADO 80205 f3.31/ 1" = 1-0" !,8-31) 1" = 1-0" 58.31 1" = 1-0" !).3:1) 1" = 1 t--0" 720.904.1234 www.essdenver.com 2" 4" 2" CONSULTANT ri mom WALL SHEATHING, SEE PLAN TYP. ROOF EDGE NAILING BEAM, SEE PLAN OVERBUILD FRAMING, SEE ARCH '1 2" 4" 2" /- GUARD RAIL BY , GUARD RAIL BY OTHERS OTHERS I V WALL EDGE NAILING, SEE PLAN WALL SHEATHING, OVERBUILD FRAMING, SEE ARCH CONCRETE TOPPING, 1- ROOF SHEATHING, SEE PLAN 0 10d TOE NAIL @ 6"0.C. ------/N(---- SEE PLAN I SEE ARCH TYP. FLOOR EDGE NAILING, U.N.O.ON SHEAR WALL L SEE PLAN - -,11 SCHED. GUARD RAIL BY GUARD RAIL BY TYP. FLOOR EDGE NAILING, 0 I ! 0 FLOOR SHEATHING, 11 -„ / V OTHERS OTHERS SEE PLAN MAX THICKNESS=2 1/2", 2x PLATE WITH 16d NAILS @ 6" SEE PLAN 0,C. U.N.O. ON SHEAR WALL 0 VI SECTION A-roL - CONCRETE TOPPING, 2x PLATE WITH 16d NAILS @ 6" A-A IP"' TYP. FLOOR NAILING, SCHED. WALL SHEATHING, SEE PLAN ili71.11111111',..-. P-. 16A...1-1-.1-- ...... 1 0 0 MAX THICKNESS=2 1/2", 0,C. O.N.O. ON SHEAR WALL TYP. FLOOR EDGE \ SEE PLAN TYP. FLOOR SHEATHING, liptol I SEE ARCH SCHED. NAILING,SEE PLAN ..„.. SSELOEPAERCH. 1 SAWN LUMBER JOIST, SECTION A-A FLOOR SHEATHING, PL3/8x8x9 1/4 PL Boni \ TYP.WALL EDGE NAILING FLOOR SHEATHING, SEE SIDES OF BEAM W/(4) I / SEE PLAN SEE PLAN SEE PLAN DOUBLE 2x PLATE, SEE 2/S8.21 PLAN 1/2"DIA.THRU BOLTS ;4- i= ki _ -..= -,- - , , A-A 0. SLOPE 11-/ ROOF SHEATHING, SEE PLAN PL3/8x8x9 1/4 BOTH SIDES SEE ARCH. r) ,I,rS37= A -2('sial LI 1 OF BEAM W/(4) 1/2"DIA. ...--- m ;4- - -----.W.-ak,."-..4111.- ) , / 1 THRU BOLTS :r. - , ; - ; ,:,,,,:„„, ,, 1„ 7 Jot -_ _- - " "- '• ,, ..,...: N li1.1.4 -Are."- C/3 , - 1 M >,,r ) ' -ffizt .-. (3) 10d @ EA. BLKG., TYP. - 1 WALL SHEATHING, SEE PLAN I- 110!I IN .: i 1111 ' 1 ; ")'") 2x6 BLKG. BETWEEN Z ZN ili ii ill .7___, v) 2x PLATE W/16d NAILS @ 6" 11111111- r) /y bib, 0.C. U.N.Q.ON SHEAR WALL Ci) UJ mils ,-if . WELD GUARD RAIL FULL \ TRUSS : SCHED. 1 DEPTH OF PLATE F•••• F-- sFLE0E0pRLAJNOIST FRAMING, (6) 10d NAILS @ END TYP. ROOF EDGE NAILING, WELD GUARD RAIL FULL Pi: . (2)2x8 RIM BOARD M Ce DEPTH OF PLATE _ OF BRACE ...Al SEE PLAN TOP FLANGE HANGER, 111 < - FLOOR JOIST FRAMING, an.--4.1, SEE PLAN SIMPSON A35 FROM 1 SOLID PACK AS REQ'D a_ H2.5A BOTH SIDES OF JOIST 2x BLOCKING BLOCKING TO EA. STUD I M < DECK JOIST,SEE PLAN SIMPSON A35 @ 24"0.C. 1111.111 I GLULAM BEAM, SEE PLAN STUD WALL FRAMING, , , SIMPSON A35 FROM \ SEE PLAN _14 2x6 BRACE AT --JP- L PLAN -J TOP FLANGE HANGER, BLOCKING TO EA. STUD 10d TOENAIL @ 6"O.C. H2.5A BOTH SIDES NOTE: DECK FRAMING SAWN 40 TO 60 DEG. 0 TYPICAL WALL EDGE SEE PLAN OF JOIST 6" •• '4. 1- NAILING DECK JOIST,JOIST, SEE PLAN V NOTE: DECK FRAMING SAWN STUD WALL FRAMING, CL.LUMBWER SHALL BE PRESSURE - ROOF TRUSSES --- - LUMBWER SHALL BE PRESSURE SEE PLAN SIMPSON A35 @ 24"O.C. 2x8 LEDGER W/(2) 1/4" TREATED,GLULAMS SHALL BE y LU BY OTHERS 1 ,-‹..,, 2x8 LEDGER W/(2) 1/4" TREATED, GLULAMS SHALL BE DIA.x 4"LAG SCREWS EXTERIOR GRADE DOUBLE 2x PLATE < CD 0 _ DIA. x 4"LAG SCREWS EXTERIOR GRADE GLULAM BEAM, SEE PLAN @ 12"O.C. L SIMPSON A35 __Av__ @ 12"O.C. STUD WALL FRAMING, CO W.. 0 W 5 DECK WITHOUT CANTILEVER 6 DECK AT CANTILEVER LOCATIONS 7 HIGH ROOF FRAMING PARALLEL TO WALL SEE PLAN Ci I.13 cf) Z S8.31 1" = 1 -0 S8.31 i" = I-0" S8.31 1" = 1'-0" DOUBLE 2x PLATE LLI Z 0) g 1...• D ct 8d @ 6"0.C. EDGE NAIL (2) 10d @ EA.TRUSS TYP. ROOF EDGE NAILING Um = 0 TYPICAL ROOF EDGE NAILING SLOPE, LLI (n Ce TYP.WALL EDGE BEAM, SEE ARCH...„ TYPICAL WALL EDGE NAILING A BEAM, SEE PLAN 0 NAILING, SEE PLAN 10.-,0A ROOF EDGE NAILING, = CD < SEE PLAN - 1*-- (.9 0 2x BLKG. SEE PLAN SIMPSON A35 @ 24"O.C. EXTEND TRUSS END VERTICAL MEMBER TO .' m CS16 x 18"BOTH SIDES OF EACH WALL STUD 1 g--) I- TITLE FACE MOUNT HANGER, Y ? : : : . . STUD WALL FRAMING, SEE PLAN ROOF EDGE NAILING, SEE PLAN 10d TOENAIL @ 6"O.C. FORM PARAPET& DESIGN FOR+/-82 psfi WIND LOAD TYP.WALL EDGE II 111 it? UJ - I ROOF SHEATHING, SEE PLAN FULL HT TRUSS BLOCKING -..7w,t1,,,,,,esfie,..,1*.,,,,,4,,,...-, .° .,a ,„,- -,....,,,,,,, ,,,,,e,,,'. ROOF SHEATHING, SEE PLAN 10d TOE NAIL @ 6"O.C. TYP. ROOF EDGE NAILING TYP. ROOF SHEATHING SEE PLAN TYNAPILINRGOOF EDGE # DATE DESCRIPTION SEE PLAN 7"7" TRUSSmANuF.BDLEKSGI.GBNYFORTRUSS300 ROOF JOIST, . NAILING, SEE PLAN -ma '' e -----„, PLF SHEAR LOAD SEE PLAN H2.5A BOTH SIDES OF ''''p. ROOF SHEATHING, SEE PLAN 7 ' _____ TYP.WALL EDGE A PROVIDE A TRUSS VERTICAL JOIST i \ -AV °:"4--- -1-----0. .. .. 4 NAILING, SEE PLAN r AT BLKG. LOCATION,TYP. .° SIMPSON A35 @ 24" .° . i ' 0.C. U.N.O.ON SHEAR --- WALL SHEATHING, SEE PLAN / WALL SCHED. 2x8 CONT. BLKG. BAN e ,. 11111111111Mr 0° 1 1 K i i 1 I x/) i i 1 ,.. 4 I TRUSSES 0° . ....„0 - .° TRUSS BLKG \\\* // _ . , ,. . A co u_ / -- - - 10d TOE NAIL AT 6"0.C., UN.O. ON SHEAR WALL REVISIONS 10d TOENAIL AT 6"O.C. \H2.5A @ EA.TRUSS WALL SHEATHING e 0 SCHED./ (H7Z @ GIRDER TRUSS) 2.__ . = Lu /_____./V___. ___t\d____... BOTH SIDE OF . • PARAPET, SEE PLAN e FA . ALik T.O. PL. 17 .-4. \ - 0 cn SB,JD TDS 4, SEE ARCH. 2 . z ROOF TRUSS BY OTHER Z DRAWN BY CHECK BY 2x BLOCKING B/W 2 - - . NOTED ON SHEAR , N \// TRUSSES 10d TOENAIL @ 6"O.C. WALL SCHED. PERMIT SET TYP.WALL EDGE - -, H2.5A BOTH SIDES OF NAILING,SEE PLAN TRUSS CS16 WRAPPED OVER )-( _ STATUS T T r f'. .-1-*=- 1 r f 7 X !f:\,1- -/i'r T TOP OF BEAM 03.29.2018 ROOF TRUSSES BY TYP.WALL EDGE SIMPSON A35 @ 24"O.C. DATE OTHERS NAILING, SEE PLAN U.N.O. ON SHEAR WALL POST, SEE PLAN I I STUD WALL FRAMING SCHED. NOTE: USE TYPICAL WALL SHEATHING 10d TOE NAILS AT 6"O.C. 17154 , BOTH SIDES OF WING WALL BETVVEEN TRUSS BLKG. SEE PLAN DOUBLE 2x TOP PLATE STUD WALL FRAMING, &VERT.WEBS OF PROJECT NUMBER SEE PLAN TRUSSES,TYP. 1 -- STUD WALL FRAMING STUD WALL FRAMING, II I I SEE PLAN DOUBLE 2x PLATE S831 (- . £3 HIGH ROOF FRAMING PERP. TO WALL ©2018 OTAK,INC. S8.31 1" = 1'-0" r 9 TRUSS CANTILEVER (- '10HIGH ROOF AT WING WALL 11 TYP. ROOF TRUSS BLOCKING DETAIL !8.31 1" = 1-0" 8.31 1" = 1-0" S8.31 1" = 1-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. JOIST, SEE PLAN TYP. ROOF EDGE NAILING, SEE PLAN ,------- -• ---4 H2 5A @ EA JOIST (3) 10d : _ - SIMPSON A35 @ 24"O.C. I I 2x BLOCKING BETWEEN JOISTS U.N.O. ON SHEAR WALL — . DOUBLE 2x PLATE Avilille°r-- ---/- 41-1 1,...1%. SEE PLAN :,. 'TYP. ROOF EDGE NAILING SCHEDil tOtak Architects, Inc.—, WALL SHEATHING, i 7 • • ...=,- 10d TOENAIL @ 6"O.C. U.N.O. \ _,...- -7,7411 808 SW Third Avenue,Suite 300 WALL EDGE NAILING, SEE PLAN ROOF SHEATHING ON SHEAR WALL SCHED. GYPSUM SHEATHING, SEE ARCH Portland, OR 97204 SIMPSON LUS HANGER main 503.287.6825 ROOF EDGE NAILING, SEE PLAN www.otak.com GYPSUM SHEATHING, # SEE ARCH. WALL EDGE NAILING, SEE PLAN TYP ROOF EDGE NAILING - . II, T /zis,I) PROTei, , _ , .... , /X; la = I" 0.1\ ROOF SHEATHING, SEE PLAN , / ROOF SHEATHING ',')' GINf 4>o ÷ 4.1... $ a 0 SOLID PACK AS REQ'D ' mmi-. ..-- ---.0.-- . ....i. . \< \\\\ / . ! ii SIMPSON A35 @ 24" O.C. U.N.O.ON SHEAR _- ., , _ 76( . -- a • 1 ___. , . (2)PLY TRUSS . , ' v 'v*I'lvk OVER WALL SOLID PACK AS REQ'D old Nu L__A ` MI MI MI MI r ip/AO I EXPIRES: 1 2131/ !CI Iffk..) . /1 //e 3-29-2018 WALL PLAN \ \ ---X-XAV ATI M \ . orliii , NI STAMP ,..x. -=1"--14_ --" , / — 0 C U N 0 ON SHEAR WALL PLAN .—__ . . . . \ :I HANGER BY TRUSS MANUF. '',. ___ ROOF TRUSSES BY OTHERS El — DOUBLE a PLATE --(5-',). 7- PM >07 \ (2) PLY GIRDER TRUSS • . , . . 'w. DBG PROPERTIES _....... WALL EDGE NAILING, SEE PLAN . __ . pliwiro ...... .. LLC i HANGER BY TRUSS MANUF. - ROOF TRUSSES BY OTHERS ON SHEAR WALL PLAN (2) PLY GIRDER TRUSS WALL EDGE NAILING, SEE PLAN . , A WALL SHEATHING, SEE PLAN Enayat 1701.---: STUD WALL FRAMING, SEE PLAN 10d TOENAIL @ 6"0.C. U.N.O. Schneider 4.‘ -,-- Smith y 1 ••,ON SHEAR WALL PLAN DOUBLE 2x PLATE Engineering, Inc 3141 WALNUT STREET, STE. 203A STUD WALL FRAMING, SEE PLAN DENVER, COLORADO 80205 'I ROOF HATCH FRAMING 2HR FIRE WALL (-2 ELEVATOR HIGH ROOF 2HR FIRE WALL 720.904.1234 www.essdenver.com 8.32 1" = I-0" S8.32 1" = 1,-0" CONSULTANT II, A 0111111100, 2 I , 0 2 il 3/16/ I HSS 4x2x1/4 b i METAL PANEL MAXHSS 4x2x1/4 , -_,__ I ee) SELF WEIGHT=20 - Imi. PSF,SEE ARCH u I I MEI 1 ADDITIONAL BLKG, - /V- HSS 4x4x1/4 @ . --- 10'-0"0.C. MAX `? METAL PANEL MAX. ----------1' I PANEL @ EACH "---N— Z., HOIST BEAM, SEE PLAN DOUBLE PLATE AT TYP. SELF WEIGHT=20 HSS 4x4x114 @ :. SIDE OF POST PSF, SEE ARCH —1/\)-- 10'-0"O.C. MAX c) . I I I I , EXTERIOR TRUSS BEARING 0 o i CONDITION NOTE WRAPCS 0) 1 I=n . . .-0 0 .... 11 AROUND CORNER 1"-- ---- " Z'"- ' . - " " ' ' ' A 1/3 1.... 1/ § /\/ Cf) W 1".." / \\N, z.,='-' 2u• sCE3 1 LSDK1EG6s FB0RE FOT wwM AET ELO LNP sP TI_Au TD E s,T BO 0 T H SCREWS Z 1 1/27- iii & < 2 0 w DOUBLE TOP PLATE AT TRUSS CANTILEVER CONDITON LLI < 0 CL FRAMING M < 0 "- o 0 0 I i 1 0 0 7 Y I 1 i STITCH NAIL STUDS TO I.... 1 • < c e Cf) 0 0 II 1 0 0 Y BLKG. PANEL /." BETW.TRUSSES (2) 10d,TYP /1' ___ 10d NAILS @ 6"O.C. L6x4x5/16 x 31/2" I * _,...#--- >--- STAGGERED < --1 -vi L6x4x5/16 x 3 1/2" W/(2) 1/2"DIA. CL WI(2)(2) 1/2"DIA. FLAT 2X6 BLKG. THRU BOLTS,TYP 3/16> / THRU BOLTS,TYP 0 3/16 > BETWEEN STUDS f\t < a W 0 \TYP <TYP N 0 3/16 1/8"CAP PL 3/16 STUD WALL FRAMING, 1/8"CAP PL SEE PLAN ' 0 POST, SEE PLAN C3 coEf; CO Z N r- M 3 MECHANICAL SCREEN W/ PANEL PERP TO FRAMING ( 4 MECHANICAL SCREEN 7 ----.5 TOP PLATE STEP AT ROOF (---6 ELEVATOR HOIST BEAM DETAIL 11,1i Z 0) 1" = 1'-0" S8.32 1" = I-0" 8.3 ) 1" = 1'-0" \\ 58.3 ,,) 1" = 1'4r amm D ce LI. = 0 ROOF SHEATHING,SEE PLAN DOUBLE2x2x PLATE LLI co ct 0 WALL EDGE NAILING = a < ROOF SHEATHING, SEE PLAN — TYPICAL ROOF EDGE NAILING TYP. N- 0 0 TYPICAL ROOF EDGE NAILING A --;_........._ I— f5.! 1-1- rt V TYPICAL WALL EDGE NAILING TYPICAL WALL EDGE NAILING SLOPE, . BEAM .,- ______,, „„.. - SEE ARCH , SEE PLAN 2x BLKG. I 2x BLKGAl ,, , : WALL SHEATHING, SEE PLAN , / TYP. ROOF EDGE NAILING, SEE PLAN TITLE .t . •;-'";--- 2 . , ' , I II # DATE DESCRIPTION I A STUD WALL FRAMING, SEE PLAN SIMPSON A35 @ 24"O.C. b , . 2x6 BRACE < i , 1/4"DIA. x 3"SDS SCREWS INTO EA. STUD @ TOP&BOT.CHORD OF TRUSS iliL 6, ZNI AT 6`-0"0.C. , : SAWN LUMBER / i#,..-AA Ns--. FACE MOUNT HANGER, ROOF SHEATHING, SEE PLAN 1 JOIST, SEE PLAN , _........._ 2x PLATE W/16d NAILS @ 6"O.C. WALL SHEATHING,SEE PLAN airp.-1. -1010: SEE PLAN mr- U.N.O.ON SHEAR WALL PLAN . ;hi. TYP.WALL EDGE NAILING , ROOF JOIST, SEE PLAN V' e ----" DOUBLE 2x PLATE, TYP.WALL EDGE NAILING, SEE PLAN : 11M1 H2.5A BOTH SIDES OF -- lit :1 " SEE 2/S8.21 , 4-++ ROOF SHEATHING, SEE PLAN ROOF SHEATHING, SEE PLAN JOIST C i --- A l'-- ±+ +1 • ROOF SHEATHING, WALL SHEATHING, SEE PLAN DOUBLE 2x PLATE, SEE 2/S8.21 \\ \ 2x6 STUDS SEE PLAN REVISIONS / soiNmpssii0NRAw3512s4c"HoE.cri.U.N.O. 1.1 TYP. ROOF EDGE 1 7----/\/".1— 2x PLATE W/16d NAILS @ 6" ROOF EDGE NAILING (3) 10d TOE NAIL NAILING, SEE PLAN 2x6 BLKG. BETWEEN TRUSS , : 0.C. U.N.O. ON SHEAR WALL SCHED, TRUSS BLKG . ' FULL HT CONT RIM H2.5A @ EA.TRUSS (6) 10d NAILS @ END \\N\ * ' ___ TYP. ROOF EDGE NAILING, SEE PLAN JOIST W/(3) 10d '/ _ _I! / _ Author Checker 10d TOENAIL AT 6"O.C. j (H7Z @ GIRDER TRUSS) OF BRACE j#.4 INTO JOIST 1 DRAWN BY CHECK BY , SOLID PACK AS REQD PERMIT SET 4-, T.0. PL. 1 - , , , , i + + + tf__ _. Iff + + + I ..- 4. SEE ARCH. .. .-•-•.___ , -71,-- )7( --IX: X - . 0++ A --71, +++ •-a", STATUS 10d TOENAIL @ 6"0.C. 10d TOE NAIL AT _y' -- - ....11Alta ,011..-... 1 I 1 zz, A Wart....- ,A 1 h _______ SIMPSON A35 @ 24"O.C. 7 1 6"OC : '''''''''''' JOIST, SEE PLAN 03.29.2018 jv / U.N.O. ON SHEAR WALL DATE TYP. WALL EDGE . . (3) 10d AT EA. / SHEAR WALL EDGE H2.5A AT EACH _ NAILING, SEE PLAN zi__/---- PLAN BLKG,TYP. ROOF TRUSS BY OTHER 5i 17154 2x6 BRACE AT --->-......' - .,.1, NAILING RAFTER 40 TO 60 DEG. 6"O.C.,TYP. .401.• ....., _ , TYPICAL WALL EDGE NAILING . PROJECT NUMBER . .........._ , (2)2x TOP PL, 2x6 BLKG. BETWEEN TRUSS SHEAR WALL . . - ROOF TRUSSES BY - ROOF TRUSSES ----I.-- OTHERS V BY OTHERS ,t, _-<.. .. (6) 10d NAILS @ Top&BOT. OF BRACE SHEATHING - - SEE 2/S8.21 DOUBLE 2x PLATE END OF BRACE STUD WALL FRAMING, /\ SIMPSON A35 ___N__:-----------_ , S8 1 32 STUD WALL FRAMING, SEE PLAN SEE PLAN ©2018 OTAK,INC. (7) DETAIL 8 DETAIL 1-9 ROOF PARAPET DETAIL 11O RAFTER PERP. TO EXT. WALL If this drawing is not 24"x36' it has been \73.32 1" = 1'-0" S8.32 1" = 1 S8.32 1" = 1'-0" s:.:3_2 1" = 11-0" reduced/enlarged.Scale accordingly. A V -- ' SHEAR WALL EDGE NAILING — LAMINATED STUDS-SEE DETAIL • (2)2x STUDS FOR EACH MST37, MST48 -11 it k 16d NAILS AT 4 O.C. &MSTC40 ii------I- EXTENT OF SHEAR WALL,SEE PLANS -1-.. .01C 1.0. ROOF SHEATHING SIMPSON CLIP N PER I' .a----------- - 4,4 ir 'SHEAR -;,.,._._ .., 1 - - --N SCHED. 1 • - FULL HT BLKG BETVV. .- -'''<'''.--S-, ROOF FRAMING Otak Architects, Inc. 1 808 SW Third Avenue,Suite 300 ----------<` . Portland, OR 97204 SHEAR WALL main 503.287.6825 - EDGE . - — . ' '''''INT- N--- (2)2x TOP PLATE,TYP www.otak.com ATTACHMENT,TYP ' 'N'''\,.. SEE SCHED. ' „ ,,4 SHEAR WALL FIELD A STRAP OR HOLDDOWN, (1)2x STUD (2)STUDSWHERE * ,i,..ttl PRoifik t GtNe REQ'D,SEE ATTACHMENT,TYP. SEE --, i -3/7 TYP SEE PLANS&DETAILS c. .% 44., 13 - SCHED. Z ,V7 SCHED Qc 8• '''''''',, ,* eerier /-- -- LAP SHEATHING A --A\-- A FLAT BLKG 011Pf .7 1 MINIMUM OF 4',ONTO RIM H10 @ 12"0.C., z BEM „ . :vs STUDS 1s, A SIMPSON CLIP PER ,,..„. z, ,,,„ . . „ . „ — 1 . . — 7,••*- ' JOIST&EDGE NAILING TYP. 6 :: /0 G. SHEAR SCHED. (NOT . ,.... REQ'D IF PLY HAS 4" LAP d ' ' ' / A A .,. a I r=/ IN> / \ N> IN> / .v 3 1.41 I EXPIRES: 12/31/ lci 3-29-2018 / /- L> 1N1 kr ' V\ S5 STAMP H PLY SHEATHING LAID ------- 7 ---------- SOME ADJOINING PANEL 1 - VERT. OR HORIZ,TYP ft : : : - EDGES,SEE SCHED NI 155 CC di 2 1 ii DBG PROPERTIES EDGE FASTENER z2 FLAT 2x BLKG ---'--------------1- ..mc d EDGE FASTENER EACH SIDE OF ai LLC AT 3 ' S8.42 I 2x STUD,TYP 3/8"MIN.--------/ EACH SIDE OF JOINT, JOINT, STAGGERED Sti EDGE FASTENER PANEL EDGES , 3 STAGGERED si EACH SIDE OF , : _ r JOINT, STAGGERED , • - (AS REQ'D) . *.P4 . „ P, „ . ,. . r i . , HOLDDOWN,TYP SEE ,.! 1.,--=:4.- ''''. :\--,, : -,--. --' •.;—„,,,- .".: :, :, ; ) -- , PLANS&DETAILS Enayat A' SHEAR WALL — Schneider Smith vi ,, Engineering, _ , ‘' EDGE ; -: ' : ,--:,- ,#- . .-= . -.- -. `„ 7 - - :•4- ,_ - /*- ; 1 ANCHOR BOLTS, ATTATCHMENT, SEE SCHED 3141 WALNUT STREET, STE.203A TYP SEE SCHED. DENVER, COLORADO 80205 720.904.1234 www.essdenver.com 1 TYP. SHEAR WALL ELEVATION ( 2 \ TYP. SHEAR WALL EDGE NAILING 3-- TYP SHEAR WALL HORIZ JOINT CONSULTANT S8.42 1/2" = 1-0" 8.: ) 3" = 1-0" S8.42) 3" = 1-0" Cl) I' M CI) 11•1 1.-- M z U..1 li-- M IX I--- < Ct a. CL U) ce ... OD CM ii.fi c) --I Nr-- F-- LLJ z 0, W IIN M C‘ 11. 1 0 d 17. MI cn rx < = 0 < LU r0 = I— fe P Cl) TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 is 42 02018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. I GENERAL INFORMATION I I CH. 6 -TYPE OF CONSTRUCTION I 1 CH. 9- FIRE PROTECTION SYSTEM I I ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFECIENCY SPECIALTY CODE) 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 TYPE/CLASS/AREAS BUILDING ELEMENT PER 502.1.1 REQUIRED PROPOSED Otak Architects, Inc. 4 STORY WOOD FRAME TYPE VA CONSTRUCTION WITH 56 APARTMENT UNITS. CONSTRUCTION TYPE=VA PROVIDED REQUIRED PER OF COVERAGE 808 SW • Avenue,Suite 300 AUTOMATIC SPRINKLER SYSTEM: YES 903.2.8&504.2 NFPA 13 WALL INSULATION(WOOD STUD)-ABOVE GRADE R-21 R-21 1rtland,OR 97204 RATING RATING 503.287.6825 PROJECT ADDRESS BUILDING ELEMENT R QUIRED POVIDED CODE PROVISION7670 SW HUNZIKER RD STANDPIPE SYSTEM: YES 905.3.1 CLASS IROOF-ENTIRELY ABOVE DECK . R-20ci N/AInwww otakcom TIGARD, OR 97223 STRUCTURALFRAME 1-HR 1-HR TABLE 601 EXCEPTION#1 FIRE ALARM SYSTEM: YES 907.2.9 THROUGHOUTROOF-ATTIC R-38 R-60BUILDING CODE EDITIONSBEARING WALLS UNDER FLOORS(JOISTS) R-30 R-30 < .a 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 1-HR 1-HR TABLE 601 MANUAL FIRE ALARM BOX NO 907.2.9.1 - 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) (INTERIOR&EXTERIOR) EXCEPTION#2 .'k,,ir 2014 OREGON MECHANICAL CODE(OMSC) NON-BEARING WALLS& SMOKE ALARMS YES 907.2.9.2 THROUGHOUT UNDER FLOORS(MASS) R-10ci R 10ci 3720 2017 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS SEE TABLE 602 PARTITIONS-EXTERIOR SLAB EDGE PERIMETER R-10 FOR 24"BELOW SLAB. R-10 FOR 24"BELOW SLAB BRIAN R.MEIER 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) AUDIBLE ALARMS: YES 907.5.2 THROUGHOUT ACCESSIBILITY- NON-BEARING WALLS& NR NR TABLE 601 0 0 ICC/ANSI 117.1 2009 PARTITIONS-INTERIOR VISIBLE ALARMS: YES 907.52.3 COMMON AND WINDOWS(U FACTOR)502.3 0-0.35 U-0.275 }OR SECTION 504 REHABILITATION ACT OF 1973 PUBLIC AREAS FLOOR CONSTRUCTION& WINDOWS(SHGC)502.3 0.40 0.40 FAIR HOUSING ACT-DESIGN GUIDELINES SECONDARY MEMBERS 1-HR 1-HR TABLE 601 NOTED ON PLANS,75' �� (� FIRE SPRINKLER-NFPA 13 FIRE EXTINGUISHERS YES 906 MAX&2-A RATED WINDOW AREA LIMITATIONS 30% LESS THAN 30% 312912018 1-HR 1-HR ROOF CONSTRUCTION& TABLE 601 I CH. 3 - BUILDING OCCUPANCY I SECONDARY MEMBERS I CH. 10 - MEANS OF EGRESS I OPAQUE DOORS 502.2.7 U-0.70 U-0.55 STAMP OCCUPANCY CLASSIFICATION GROUP(S)(310): R-2 RESIDENTIAL DOORS SHALL HAVE THE FOLLOWING RATINGS: OCCUPANT LOAD & EXITING S-2 STORAGE • • UNIT DOORS IN CORRIDOR-20 MIN AND DOOR LABEL CURTAINWALL/STOREFRONT 502.3 U-0.45 U-0.45 • 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 • -1.-&-Th! imin-R:L1-tr. CH. 4 - SPECIAL REQUIREMENTSI NOTE: EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM PER 1029 SIZE AND DIMENSIONS TO MEET 502.4.1 - A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL EXTERIOR WALL RATING BASED ON FIRE SEPERATION DISTANCE -TABLE 602 REQUIMENTS IN 1029.2 ENVELOPE, INSALLED PER 502.4.1.1 DBG PROPERTIES OCCUPANCY SEPARATION: WALLS SEPERATING DWELLING UNITS SHALL BE 1009.16 STAIRWAY TO ROOF: NOTE: IN BUILDINGS WITHOUT OCCUPIED ROOFS ACCESS TO THE ROOF FROM LLC CONSTRUCTED AS FIRE PARTITIONS(420.2) . FIRE-RESISTANCE RATING FOR EXTERIOR (420) WALLS BASED ON FIRE SEPARATION THE TOP STORY SHALL BE PERMITTED TO BE BY A SHIPS LADDER THAT IS CONSTRUCTED OF STEEL IS A MIN FLOOR ASSEMBLIES SEPERATING DWELLING/SLEEPING DISTANCE(TABLE 602): CONSTRUCTION TYPE OCCUPANCY GROUP R-2 OF 30"BETWEEN HANDRAILS HAS A RISE AND RUN 12"MAXIMUM AND 4"MIN AND HAS HANDRAILS PROVIDED UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ON BOTH SIDES OF LADDER ASSEMBLIES(420.3) X<5': VA 1-HR1018.4 DEAD END CORRIDORS SHALL NOT BE MORE THAN 20'-0"IN LENGTH EXCEPTION: CONSULTANT 5'S X< 10': VA 1-HR 2.IN R-2 OCCUPANCIES WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER CH. 5 - BUILDING CONSTRUCTION -TABLE 5031 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 s X<30': VA 1-HR FEET 10' BASE ALLOWED W/ALLOWABLE PROPOSED )U 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 . 903.3.1.1. NO.OF STORIES 3 4* 4 I CH. 7 - FIRE AND SMOKE PROTECTION FEATURES I FLOOR AREA 12,000 SF/FLOOR 21,000 SF/FLOOR 12,618 SF/FLOOR MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) I CH 11. ACCESSIBILITY I 36,000 SF TOTAL 84,000 SF TOTAL 50,472 SF TOTAL 0-3' >3'-5' >5'-10' >10'-15' >15'-20' >20'-25' >25-30' >30' ACCESSIBLE PARKING (1106.2) SPRINKLERS USED NFPA 13 NFPA 13 UNPROTECTED, NOT Q SPRINKLERED PERMITTED 15% 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT GROUPS R-2 AT LEAST 2%,BUT NOT LESS THAN ONE OF EACH TYPE OF PARKING SPACE PROVIDED SHALL BE ACCESSIBLE,SEE CML PLANS FOR ACCESSIBLE PARKING STALLS,ACCESSIBLE CAR AND ACCESSIBLE *AUTOMATIC SPRINKLER HEIGHT INCREASE(504.2) VAN STALLS TO COMPLY WITH ANSI117.1 SECTION 502 CH 11. GROUP R-EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH BUILDING IS ALLOWED TO HAVE UNLIMITED UPROTECTED OPENINGS-ALL WALLS HAVE A FIRE SEPERATION SIGNAGE TO BE INSTALLED PER 1106.7.2 SECTION 903.3.1.2 MAXIMUM BUILDING HEIGHT IS INCREASED BY 20', MAXIMUM NUMBER OF STORIES DISTANCE GREATER THAN 20' INCREASED BY ONE. FIRE-RATING RATINGS FOR BUILDING ELEMENTS ACCESSIBLE UNITS (1107.6) ALLOWABLE AREA PER STORY: Aa=(At+(At x If)+(At x Is)) At=ALLOWABLE AREA PER TABLE 503=12,000 SF BUILDING ELEMENT RATING REQUIRED RATING PROVIDED CODE PROVISION NOTES: If=INCREASE DUE TO FRONTAGE=((559 ft/559 ft)-0.25)(30/30)=0.75 Is=INCREASE DUE TO SPRINKLERS=0 FIRE PARTITION 1. ALL UNITS TO BE AT LEAST TYPE B ADAPTABLE DWELLING UNITS PER 1107.6.2.1.2. o (UNIT TO UNIT) 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+(12,000 SF x 0.75)+(12,000 SF x 0)) (56 UNITS x 0.02=2 UNITS) CO Aa=(12,000 SF+9,000 SF) HORIZONTAL SEPARATION 3. AT LEAST 5%OF UNITS TO BE ACCESSIBLE TO PEOPLE WITH MOBILITY IMPAIRMENTS Aa=21,000 SF (UNIT TO UNIT) 1 HOUR 1 HOUR 711.3 (56 UNITS X 0.05=3 UNITS) TOTAL ALLOWABLE FOR BUILDING=84,000 SF 2%OF UNITS ACCESSIBLE TO PEOPLE WITH SENSORY IMPAIRMENTS PER SECTION 504 - SHAFT ENCLOSURES 2 HOUR 2 HOUR 713.4 REHABILITATION ACT 1973 L BUILDING AREA SUMMARY (56 UNITS X 0.02=2 UNITS) >-.... 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 1.11Z OCCUPANCY GROUP S-2 R-2 R-2(DECKS+ TOTAL PROVIDED:(2) 1 BEDROOM,AND(1)2 BEDROOM.SEE CODE PLANS FOR LOCATIONS. • Q PATIOS) (718.4.2) DRAFTSTOPPING IN ATTICS cc *THOSE UNITS OF THE SAME TYPE, 1 BR,2BR,OR 3BR THAT ARE NOT ICC TYPE A UNITS WILL BE ICC TYPELIGG LEVEL 1 96 SF 12,236 SF 904 SF 13,316 SF DRAFTSTOPS ARE NOT REQUIRED PER OSSC 718.4.2 EXCEPTION 2.BUILDING IS EQUIPPED WITH AN NFPA B UNITS HAVING THE SAME LAYOUT ONLY THE KITCHEN COUNTERS WILL STANDARD HEIGHT 3'-0"AFF1141C M 13 AUTOMATIC SPRINKLER SYSTEM THAT COMPLIES WITH OSSC 708.4 EXCEPTION 6. AND THERE WILL BE NO REMOVABLE CABINETS AT THE DENOTED FUTURE KITCHEN WORK SURFACE. LEVEL 2 220 SF 12,192 SF 904 SF 13,316 SF (711) HORIZONTAL ASSEMBLIES w LEVEL 3 220 SF 12,192 SF 904 SF 13,316 SF I CH 15. ROOFS I < CI HORIZONTAL ASSEMBLIES SEPERATING DWELLING UNITS SHALL BE A MINIMUM OF 1-HR FIRE RESISTANCE BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION Cl) I 0 RATED CONSTRUCTION LEVEL 4 154 SF 12,258 SF 904 SF 13,316 SF CC 0 ROOF CONSTRUCTION(VA) CLASS B CLASS B 15051 W N (713) SHAFT ENCLOSURES MINIMUM Y 0 TOTAL 814 SF 48,834 SF 3,616 SF 53,264 SF N SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAT 2-HRS WHERE CONNECTING FOUR STORIES CH 17. SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND W Z 0) OR MORE,SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS(713.5) DEFERRED SUBMITTALSI ■m. =DW 0 O z SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE (713.14.1) ELEVATOR LOBBY CCOOCVERGSHSEET-A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING W C 0 713.14.1 EXCEPTION#4I CH 29. PLUMBING FIXTURES EXCEPTION 4 ELEVATOR LOBBIES ARE NOT REQUIRED IN A BUILDING PROTECTED BY AN AUTOMATIC I I- ca SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.12. OCCUPANCY AREA REQUIRED PROPOSED TITLE . DWELLING UNIT (1)KITCHEN W/(1)SINK (1)KITCHEN WI(1)SINK (714.4.1.2)THROUGH - PENETRATION FIRESTOP SYSTEM (1)BATHROOM W/ AT LEAST(1)BATHROOM # DATE DESCRIPTION THROUGH PENETRATION SHALL BE PROTECTED BY AN APPROVED FIRESTOP SYSTEM INSTALLED AND WATERCLOSET,LAVATORY W/WATERCLOSET, TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 AND BATHTUB OR LAVATORY AND BATHTUB/ SHOWER SHOWER (1)AUTOMATIC CLOTHES (1)PER DWELLING UNIT WASHER CONNECTION PROVIDED PER 20 DWELLING UNITS REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER 1 1 Ai -0111 .2018 OTAK,INC. If this drawing is not 24•x 36",It has been reduced/enlarged.Scale accordingly. COMMON PATH OF TRAVEL=41'-a' CODE LEGEND (TYP IN 2 BED UNITS) ` STANDPIPE-TYP ____._. E Y MERGEN EGRESS PATH 7-.11 ! f I I-'--: ! _ ....'s t € I^._ I i -; i ! i •{ € i i € I ! I I ! I € €w III i ! t € _.._ I I I -! ! -. .; : - I — SS • MINIMUM WIDTH OF EGRESS ----- _-; 1 ; -- ° i '---'--- 1 ' I ---- , ! I_----i I ;---- 31 Orl p i I-- I I I I i , i PATH l5 - PROVIDE 1 - LL4i..F / • ,_ . ; i __..:.,.:«» ..-«. , I = _iI I_- ;A:RI . .-i _ 1� -II I_- I f_ .. - ! ; I^ \\ F--- - - I OOTCANDLETFLOOR . i I t I i--1 l 1— I I 1 €. ..... _... .. . A,. _ _____._.. _ __._.__.._..___.. -_.__.. . . . ..__.__.__. _ M__,____ ..___--. ._.,.,_....-7. LEVEL. DO NOT EXCEED MAX TO -_i�!. .,.- R-2 R-2 COMMON PATH OF R-2 S-2 (ACC) R-2 S-2 R-2 ! MIN ILLUMINATION UNIFORMITY Otak Architects, Inc. UNIT 1 BED - TYPE A UNIT 2 BED TRAVEL= 38'-3" UNIT 1 BED STORAGE UNIT 1 BED S-2 (ACC) RATIO OF 40 TO 1. EMERGENCY ELEC UNIT 1 BED STORAGE LIGHTING TO BE PROVIDED BY 808 SW T, • Avenue, Suite 300 I _-_ I ! ,.__-_•, , !.._.__. I (TYP IN 1 BED UNITS) - 1 =I BATTERY BACK-UP: ' •rtland, OR 97204 .....................4 OLF 200 = 4 OCC OLF 200 = 5OCC OLF 200 = 4 DCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC ain 503.287.6825 i' OLF 300 = 1 OCC 666 SF 969 SF 638 SF 22 SF 637 SF 66 SF637 SF �'' 22 SF _ _ _ ♦ EXIT ACCESS TRAVEL www.otak.com i. i 1 L DISTANCE 250' MAX(1016.2) ��. :,...t dyi:,,: .: i . .:,,:.: ,,, ...: u.i = .�_-.. :,, � - I kw'.- w ��1 �n a a- I -- .�::,„ ..r,...w...:_....,,.,.�... .. . __' • 1-1 ”- I W7 COMMON PATH OF TRAVEL 1014.3Y 1 - - - R-2-125' MAX III / �:_ � ... _. ._ I. - ----I t --, . . _ -----, - I i ? AL CA70 , € :�......:... i € V L QT . _ - .___._.....� _-a �.e £ ._._ ii —__ 1 ] f ...a.c._1 • Dm _-- ( ! I :.._.. Y I- . �- F - Yi. }/ Y T"• . ...' M: ; I' ? _ 7FM1%. I I • " , _ w ! � O OCS EXITING PER EXITI 6 idal }I I i I! _-- " i--._--' ___.__ k ; I ,__..._..7 LOBRIAN R FLEE/4E114 I ._ l i " H. YwR--wJ`_'" _. .... Y , 11�.� Y . Y ! _ A f w ... Y 1 ,dr....-1--= -1 ..--__-_..1 ,_.--_,.___r``: 1 �::. , 12 /" E_...,-......,_-_,_. Y.-•-� U ❑ FIRE EXTINGUISHER CABINET WITH FIRE • • 1 " . 'l _.__ ;,_. -_, n� -.r-� „r FEC _, ' ..-^_. r " ? - _ " Ti -' y •--r'•i - - "!, ,• ' �_` --, " '° oLF 2n0 -- 5 OCC EXTINGUISHER SEE 14/AX 8.11 AN ,OR % • • .. J 1 ,: L - ,�'w" ' _._.MP OM --- '�" - , - Y I ._._. _. .I / 1" - - --_ J )� ', € II `� f 9 S OLF OCCUPANCY LOAD FACTOR _ :� Y r'� I :! y SENSORY . - C R-2 N - .� Y I ! A " ,,� r """" .. ,.. i ; " - T ilirl LARM UNIT ". • /0,1 _� . " i \` w F OCC OCCUPANT LOAD t _ .•_. ▪. ..; .1 .. T � . . ! I�. " ;I € II " I �Y • ,_,... ..7..:=13!2912018 UNIT 2 BED • �-- �. �, �.i I " y k --; als ! I.: II II Y " " " " K - --; EXIT SIGN STAMP OLF 200 = 5 OCC 1 k " �" 1 "" " ., @� -..__.._i Y01 � k Y t , ''1 Y " ('�� , � ••� y `� • �" EI iI k" ,..• ,, .-._..__ l'Y i r;. r.. ._..) :r• _ °I» (('_�). •" •_ $ .--• �_ .f " .� / ' _� is :..3 Y,. f; _" ► �+ ACCESSORY USE /508.2 SHALL NOT BE MORE 944 SF l ( I I ��_. ■ i.1 jrr "�• 1 if�ti �� 3�� 1 L-_ +. i% i (ACC) l ) En " �� ! F4.. - �� i �.' "� . - ( ) THAT 10% BUILDING AREA OF STORY *Or_ .lif/�9 45'- 10 3/4 /� dXrie iZ�!'®frA10 �ftf�f�er;��'! m 11,4 , ,,,,r �� ,•:l �� r ,� A,, � � -��f I - � AIM/ _NW ��" � '� r�.a"ir�Slr�r��WeT'��1�I' :,_',�-� .�� `� �- '� FDC FIRE DEPARTMENT CONNECTION �� ,l �---�.._ i1.._ :�� ,� ii$4#1$. °r',40 ,di,.PAf >r.�� ,�d e ��.� , , . r'A,S, ii`` ArAfir.ilio , . .� �,,,,o-/;�./.1,�.IIr .II.,�_ ,l 1®.drAe .�.,,�,f.,/� .�" Zn- -,,- y , `y Y��I � rS F l 1 � r � ��`_._....._,� • � '� i r "yi .14;. � 1 _ I . ..� , , ., _ ! I -- --_ ---_ �W�, _ 1I ' JIF ; . . ; ..•-. ... ------- CORRIDORS CSGPROPERTIES S yg^'` ` lJ i 1 . . ' I 1� f EI , , - •, . .�: 'i i. r, L _ PROVIDE 1-HR RATED FIRE PARTITION AT • " PROVIDE 20 MIN RATED DOORS AT CORRIDOR LLC r. . # T� r, i , . 4 ., l`n ' " W ' :.��,- LCL ,,:, I .. •+� _.... .. € , 1p 1 S�PtyG tID„ ...1. . _ s� PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL i.------ „ _._ • EXTERIOR WALLS 1-HR j �i 'sl - - ` _ . . N -' , ”_._.-- w _, , �um- OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO "I / X10 -._-_ L -- �,,T, .!. CONSULTANT RATED PER OSSC ' �" }�;' 1 1 r, __.�_-_�.. , • .I� TAIR 1 - j -"- `=' EpP�` . - "_ -._. :'r ' RL2 I HEAD, JAMB AND SILL. OPENINGS ARE NOT RATED rr TABLES 601 AND 602 y ....L.I� - `�-1 M ;,.,I ir, I ,r- . XCC s Y J.Yc.,.�L.,.�_ ; , r ::�z�_� 1; € f_,, : �� E I • T 3 L' y .Y::r ,� UNIT 2 BED" " - ■ :iiii OLF 200 = 5 ( CC �� ••�� PROVIDE 2-HR RATED FIRE BARRIER. PROVIDE 90 MIN II " • " - k " " maw. RATED DOORS II ..._.._�` _..._. ..».,».._. f _. (� "_„_, I 13��: , ",. ; ' .. -3... i -• 4.....� _—_I I- I _,...,i -----, 944 SFI F: I __ _ i �” � ' ----_.., ! . Y -� I I I CONTINUITY: FIRE- I ; ` .I , ' I " -• 1 - ' ° ' ! ' " "y' _ :° } i1 UITY' BARRIERS SHALL EXTEND FROM THE ii I F: III'. !.1 I yF` --i,. i " ��_�' ! �_._ , , i -::: ..._.._ I .._. I •...._.- .a TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE II II-- 1 ;► .._ ''' . . R r I -- 1 UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE I__ 1 ••� _� A LIMI � 1I �� _ AND SHALL BE SECURELY ATTACHED THERETO. FIRE .� "/ �_ Y *.. I i ,, BARRIERS SHALL BE CONTINUOUS THROUGH COMMON PATH OF FDC I CONCEALED SPACES. I TRAVEL=41'-0" .58 •_._.::I �__...._ : I.............I I I ; __... _ OF THE ---_.._.___. I I . 1 I .._:...:..I _-____I ._...._I 1 III._.....:! j:.....\, , _::--_-i • ) FIRE PARTITIONS SHALL EXTEND FROM THE TOP - (TYP IN 2 BED UNITS) R-2 S-2 R-2 1 l _. -L �._._...- ,_ ; . (.____. •_ __-- 1 - - I . ..___...__. _._._�--:._.... ..:��----; __....__._ FLOOR CEILING ASSEMBLY BELOW TO THE FIRE-II I ; I(MAX PATH TO RATED III I- ' --- I J RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING UNIT 2 BED ELEV MECH UNIT 1 BED : ! : i I -; 1 I ; I I� -- - I —1 . -___� ; , =.I I -- !---I I I-==I I __.,1 STAIR= 99'-9" - , . I I ; - _ ! , -_. I..._.. _ _ - ' - I J __ -, ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED LF 2017••-•-.5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC , I• �.---�-' - --__� 1� I ! THERETO. 944 SF 22 SF 1 637 SF ___ -_[r ._______.___s___-- - --.--_- __ ^ I __,_.... .._�-_. _-- - R-2 �-�. (ACC).--------7.--------R-2..._ �---•- -----E-R-2-7-----_-__......R-2_... ,�$-2 (ACC)) �---.--- _._-.___- KNOX BOX UNIT 1 BED-.._._ -- FIRE SPRINKLER UNITTBED =TYPE A` �._�. 'UNIT 2 BED TYPE A UNIT 1 BED ----'--- STORAGE ' OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OCCUPANCY SCHEDULE- BUILDING 1 -LEVEL 01 STANDPIPE-TYP 636 SF 22 SF 667 SF 968 SF 637 SF 22 SF I NAME I LEVEL I NUMBER AREA I OCC 1 OLF I OCC LOAD • GROUND LEVEL 1 BUILDING 1 - CODE PLAN - LEVEL 1 N UNIT 2 BED GROUND LEVEL 1-101 944 SF R-2 200 5 Q UNIT 2 BED GROUND LEVEL 1-102 944 SF R-2 200 5 '(-0. UNIT 1 BED-TYPE A GROUND LEVEL 1-103 666 SF R-2 200 4 • SCALE: 3132"= 1'-0" UNIT 1 BED GROUND LEVEL 1-104 637 SF R-2 200 4 x- UNIT 2 BED GROUND LEVEL 1-105 969 SF R-2 200 5 O UNIT 1 BED GROUND LEVEL 1-106 636 SF R-2 200 4 ...,.,I COMMON PATH OF UNIT 1 BED GROUND LEVEL 1-107 638 SF R-2 200 4 W W TRAVEL=41'-0" STANDPIPE-TYP UNIT 1 BED-TYPE A GROUND LEVEL 1-108 667 SF R-2 200 4 (TYP IN 2 BED UNITS) UNIT 1 BED GROUND LEVEL 1-109 637 SF R-2 200 4 w R-2 UNIT 2 BED-TYPE A GROUND LEVEL 1-110 968 SF R-2 200 5 J S-2 (ACC) R-2 R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 UNIT 1 BED GROUND LEVEL 1-111 637 SF R-2 200 4 STORAGE UNIT 1 BED UNIT 2 BED COMMON PATH OF UNIT 1 BED STORAGE UNIT 1 BED STORAGE UNIT 1 BED S-2 (ACC) UNIT 1 BED GROUND LEVEL 1-112 637 SF R-2 zoo 4 li Cr) TRAVEL= 38'-3° UNIT 2 BED GROUND LEVEL 1-113 944 SF R-2 200 5 ers,= OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC (TYP IN 1 BED UNITS) -1 OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC -, OLF 300 = 1 OCC OLF 200 - 4 OCC STORAGE 1 22 SF 667 SF 967 SF 669 SF 22 SF 636 SF 66 SF 637 SF OLF 300 = 1 OCC UNIT 2 BED GROUND LEVEL 1-114 944 SF R-2 200 5 ELEV MECH GROUND LEVEL 1-U12 22 SF S-2 300 1 I a 22 SF FIRE i � _• �- • SPRINKLER S-2 (ACC) 300 1 < 0.., r' ""'�I I �1t.�"i "i� 300 1 4— ri ' , - , M. . I, " .. - .,i _._. .� . . . . I - ELEC GROUND LEVEL 1-U16 66 SF S 2 (ACC) 300 1 CO Ce 0 r u SII : , - AIR 1-U17S-2 (ACC) 300 1 T STORAGE GROUND LEVEL 22 SF I y IIf Y i _N J. /. . -al ` _ l " - I STORAGE GROUND LEVEL 1-U18 22 SF S-2 (ACC) 300 1 I Q M CL V I " w� Y Ii i I i. "' lir " II_ , ." `= I I - II • . ,_ ; ," Y i_ • ._.. ,i. 1 " r._ i • , I!w %�% ,/I,/ I i i . .._.� ; Y .- i N `._._ " y I II ___ II 1 " II " '�. �. "11. , �..... ! �-- _ - J--- L ....� N N- R-2:11,41M allin r " ". ! " _. Lk= " "isa ii " Y L... EXIT WIDTH S WIDTH Z +� rn r.�w I. _ " -, -, "_ ::� M._.._. " _ r--, :'�1� " E. �- , -� " ._.."MAW �„ " " " , TAJR A ." y �� UNIT 2 BED OCCUPANCY LOAD 68 THE STAIR WIDTH SHALL ""r""' D V I ;� € I :i I 1 .• E, Opp Ai% '-'•_._� �.� !� OLF = C• EXITS REQUIRED 2WIDTH E II - LJ a . " - ! - = il ". II !, _ .�o,. _ / I� , " • , .. - - .. . _ / : 4 EXITS PROVIDED 3 REQUIRED.MAX5 E OSSC • I Y _ _ -.. SENSORY --_ _� yIL/I. " -- --_ #� C 200 5 0I 0 „r:. F , ------ Y 944 S F OCCUPANCY LOAD PER EXIT=6813= 23 EXCEPTION 1005.3.1. E- - 0 R-2 h` �. .-_ _- ,1 Y r--�€ . . ., -_ /' .w UNIT ; - " �' . },. _ � "" MAXEXITWIDTHREQUIRED= 58x.2" - 11.8" JALARMW 1. 1 -- - - ; (__ _,k-II-1 1_1 II 7 .E. L__._..• CLEAR WIDTH PROVIDED O Q UNIT 2 BED , " —� AT EACH EXIT DOOR= 34" (� M w i K" i " Y ". : kco " ' OLF 200 = 5 OCC " 3 I �f " m ' k Rk 1 y " .Y . r.nr..' j I ..1 't011 11 ;ih� " 1 " # t a !944 SF :; �J r- g � .;K � ; I " -, *� I =; i_'_� j FM L L ;�` . t —yjg-• �" di.,, r g�" , ..,._ '0/1,7 �_.�` __ 're,1. ._ • '.c•• R � . . �..: .= M;a= "rr- _� }�. _ "• . . . .I .. , r M' ! I - •� .. =' ��' ::.,11` ./ _r, ,41 1 . . .__._. I '. . !'"� SENSORY "� 45'-103/• r#144*.:: o s '.. .� TITLE .�, ��40,77,477:70/ 9 �� :�� 1// �'� Y CORRIDOR' ��.� � , ,I� ��iw'�.r�� IMPAIRMENT UNIT 1 �� - 77� � . d�� 'v OCCUPANCY SCHEDULE-BUILDING 1 -LEVEL 02 *J! �! _ !' ;+® /" �� I' /� . /t ..fi/;41'. I !� . rel d I1/ 7/:.:_,„ 45'- 11 ' `----:• /� ®� ��/ �`.✓✓,,ice. d�� //" ##."/A#40W##### � �' : : . 'PI�,AX/�0� � �� # QATE DESCRIPTION . 7 SII` w ,. ., ., �� ?3® � _ . _ fµ. //� Ai �._, NAME I LEVEL I NUMBER I AREA OCC I OLF I OCC LOAD liw -1 ,, kFT ,;.---\ -� " =i { iirr4,14;di "0 1 kY , I 1 1 ,1 �/ "i !; LEVEL 02M I .' 1 _f, J = Y ! _ • y �� -_ _ ,r I ,_� , I 1 UNIT 2 BED LEVEL 02 1-201 944 SF R-2 200 5 , _ _. . ..II �? " � � � i i :': _ ■I ; " _ r-------- UNIT 2 BED LEVEL 02 1-202 945 SF R-2 200 5 1 • ,_ e �4�t "� ( , t-- ....... 101[2 c'�. ,• — - e.-___: .�----," k EXTERIOR WALLS 1-HR -, II 9 Mr - - - 6' ' N tsrr.;---' " " f UNIT 1 BED LEVEL o2 1-203 667 SF R-2 200 4 � y .rx:wrrw• it Y k k Y p, -'�- y RATED PER OSSC I I.1' V- �,' II i M« 'I Y M. A _ .z` I , __.. p, `---_►1 -�a n -.-�I UNIT 1 BED LEVEL 02 1-204 638 SF R 2 200 4 .___t. !F�.�., J,, ,l—�I 3 ,r .. _._... Iv.-.�: _ . , . _. r `-.�€_ S�� I r -i! X11 [... �--� L - _.,_ 11.1 . __ R-2 TABLES 601 AND 602 —� _r. I –,w " ._. t •. Y_ _ - i U ED �1 ...,EX�� t y w .._._ - �� UNIT 2 BED LEVEL 02 1-205 967 SF R-2 200 5 �� t NIT 2 B -� JJ " .vim f" _ �_ ..." L ..,.• Ilk �. ,'. .-A \ - �, UNIT 1 BED LEVEL 02 1-206 636 SF R-2 200 4 II " I ,,,,,,, ,1_J I _ " : OLF 200 = 5 OCC UNIT 1 BED LEVEL 02 1-207 669 SF R-2 200 4 1r`^^^. t " - I _. F -JI/I / kF.:^,'. +Ir I �_.. Y `J R . lI •. �_ :. II i f ; I; I F .ii AIM " ' I - II I - 1 . " r-..---, "' ,- ! __...._ 943 SF I UNIT 1 BED LEVEL 02 it-. :,�� w1 I- y " " ... , E' I _ �1::;-" .r I f s 1 '----. y "r I 1 I `=,.` 1:__ ___ 1-208 668 SF R-2 200 4 11E. I 'i i..... __. ' _ ;:i +i _ _._w I -_- - _ - I I I' 636 SF R-2 200 4 . 4 y " w w i 1 I Y I UNIT 1 BED LEVEL 02 1-209 REVISIONS II _ [� I— I ""11 — -•� y _.. Y I `i I —I UNIT 2 BED LEVEL 02 1-210 967 SF R-2 200 5 } I w. 1-211II ;1 1 ' �TAIR 1 ti:._:__; _ .. _.. r __ 637 SF R-2 200 4 UNIT 1 BED LEVEL 02 ! L---=11 1 • '''4-11 i- . T._________ " ;I UNIT 1 BED LEVEL 02 1-212 668 SF R-2 200 4 ,:.:. �. ;:_....-L L ... IYellu ill:°i ---------._ ._ --k•-•-w-'>B .._ - -_- - --- Ir, -- ------_ - .-+.# R-2er . _---_._ UNIT 2 BED LEVEL 02 1-213 944 SF 200 5 Author Check COMMON PATH OF I • ;UNIT 2 BED LEVEL 02 1-214 943 SF R-2 200 5 DRAWN BY CHECK BY TRAVEL=41'-0" r'� STORAGE LEVEL 02 1-U21 22 SF S-2(ACC) 300 1 (TYP IN 2 BED UNITS) R-2 S-2 (ACC) R-2 STORAGE LEVEL 02 1-U22 22 SF 5-2 (ACC) 300 1 PERMIT SET (MAX PATH TO RATED UNIT 2 BED STORAGE UNIT 1 BED UTILITY LEVEL 02 1-U23 22 SF S-2(ACC) 300 1 STATUS STAIR =99'-91 STORAGE LEVEL 02 1-U24 22 SF S-2 (ACC) 300 1 03:29:2018 OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC STORAGE LEVEL 02 1-U25 22 SF 5-2(ACC) 300 1 DATE 945 SF 22 SF 638 SF R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 R-2 S-2 (ACC) STORAGE LEVEL 02 1-u26 66 SF S-2(ACC) 300 1 STORAGE LEVEL 02 1-U27 22 SF S-2(ACC) 300 1 17052 STANDPIPE-TM UNIT 1 BED UTILITY UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED STORAGE STORAGE LEVEL 02 1-U28 22 SF S-2(ACC) 300 1 PROJECT NUMBER OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCCCAi 70 ol 2 636 SF 22 SF 668 SF 22 SF 967 SF 668 SF 22 SF SENSORY EXIT WIDTH STAY,WITH .■ IMPAIRMENT UNIT OCCUPANCY LOAD 70 THE STAIR WIDTH SHALL ■ EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH 2 BUILDING 1 - CODE PLAN - LEVEL 2 EXITS PROVIDED 2 REQUIRED. SEE OSSC O 2018 OTAK,INC. OCCUPANCY LOAD PER EXIT=70/2= 35 EXCEPTION 1005.3.1. • 1-0.1 SCALE: 3/32"= 1'-0" MAX EXIT WIDTH REQUIRED= 35 x .2"= 7" If this drawing is not 24"x 36° it has been CLEAR WIDTH PROVIDED reduced/enlarged. Scale accordingly. AT EACH EXIT DOOR= 34" STANDPIPE-TYP COMMON PATH OF DISCHARGE IDENTIFICATION CODE LEGEND TRAVEL=41'-0" GATE (OSSC 1022.8) (TYP IN 2 BED UNITS) PEDESTRIAN BRIDGE EMERGENY EGRESS PATH, • TO PARKING LOT \ MINIPATM Sha 0ID PROVIDE EGRESS RESS S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 IS-2 (ACC) R-2 \ FOOTCANDLE LIGHT AT FLOOR UNIT 1 BEDOtak Architects Inc. COMMON PATH OF S-2 (ACC) LEVEL. DO NOT EXCEED MAX TO STORAGE UNIT 1 BED UNIT 2 BED TRAVEL=3t3'-3" UNIT 1 BED STORAGE UNIT 1 BED STORAGEMIN ILLUMINATION UNIFORMITY 808 SW • venue, Suite 300 OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC (TYP IN 1 BED UNITS) --, OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC __ STORAGE RATIO OF 40 TO 1. EMERGENCY Po. land, OR 97204 22 SF 667 SF 968 SF 669 SF 22 SF 636 SF 66 SF 637 SF OLF 300 = 1 OCC LIGHTING TO BE PROVIDED BY m- n 503.287.6825 �, / - A - i 22 SF BATTERY BACK-UP. www.otak.com I 1 k .c..rr.w..-. _■ .. ..—= -_ _x.c x w ,... .s, •" >- ., ,.n'.^ -..n, . EXIT ACCESS TRAVEL • r C r ■ _-_..�_. xx .__ _ ._--_ s= ._ . . . . _....:...•,._.......:... r w w .... I I t I ,1r 1 .. 'i w w- - '��>/ li I . ._ - DISTANCE-250'MAX(1016.2) • rt �:i - Mill �, [' :'6i IL INI .."1 _ F ,„:.,_. -_ Is:u�e, -- -- •.� .,•:_ - .:I�u1:1Lld � �. �� u _ •_i�_� AA - w r - OF TRAVEL(1014.3) "„ - ,,''� ,_,- COMMON PATH L ilk Ili , it r 7 --I t Ir .I R-2 1 i � R 1 " -_ E 1 :11.:L . �,- .. 0 j M I _ A- 75' MAx 3720 T i r C.: 1 I 1 i ;! F iIII; 1 . ' " T 1 I I -- . e CJ ""- " i:ll ...... -.-" .I _.__ - g �t� � !�GEij N L r I LL�� '; 1 2= 22 `� - „ .----. R..2 O OCCUPANTS EXITING PER EXIT ,„,,,,,,,.,,,,, - L ... r 1 - _ Y 1 I - ,�{�}� ��" �I• I r " r- I LOCATION T ♦ • Y ----- - - r-1 1-1 �`--'-- r , " _ " _.-.-- !'•'-'1 !_^". u' _.. ; ,--] .� '� /fir />.� is-..'' !�'^f - -_ _ ,• ------ P: ' i r:n ��_ :.`..-, `_ • .I .._� i "— �I _��' . . _ ,, J ,.� �, r UNIT 2 BEDFIRE EXTINGUISHER CABINET WITH FIRE Tt:AHD,Q "" "t' I I ��13`tt"id i - Ir___._ ." - - - OLF 200 = 5 OCC FEC EXTINGUISHER SEE 141AX-8.11 ! itR �,'�', •. '� 1 xc .L. , - I -..-.q I -, .r- . r, . /�Al *.. rs-mrnv�e---x- - f "x i ":�, '1 .-,.: x., �� s.�. ---• X . :. .1 Ar " , �i' _1,i : ..1' ' 944 SF 1 A R-2 • ti ! • " f�-._ err r_.. - " OLF OCCUPANCY LOAD FACTORII LIQ Q K I �.,,� 1 r__ y . 7 II -,�____ .r- `>-, ;- 1 I ;-. ; .• ---- 3!291201$ . t UNIT 2 BED y .� q _. ;, :. .,.. .. Al �r - -.1 0.'-�-.� OCC OCCUPANT LOAD ii J.- PI OLF 200 = 5 OCC K ,-..,, . gi = �/ f _ t 1 ill fri,„ , 1le ,E i j STAMP 943 SF J fid} i_J , I i ( i` ,- i i _ . _ ) i : .. -i " ."11,, � i"xig 7....� l�?, AIi. ""./?""` r•\ +' • -\ ./'''\ € 1i : I ,-; _... � a, ":� / a.! " EXIT 51GN N�, J o i r. __.- 'I�' r'•. r __ _" "_ '� �_ � � ' .f t I f'�Yw� ,.. ��. ;,i _:� I�. �r �,.. � � , \ j ----1 _■ K� •r�r�►` _ ' ��r'r "r ., . . . .... .. '.-..: /��,/_ _�j�► `_ './.�l'////�./'®�.P>r'C' .o�� J! ,�9A ".t�t"�' r�' ,7,7,„ . ,...,..„7.,,,, ,,,, =x = . . ' +/�s!r ��"� �/�/ (ACC) ACCESSORY USE(508.2)SHALL NOT BE MORE - -' eezpi ��"�rif� 451-10 314 �i��- i� ///dr/ir�l. ////// rP*.si_.i'i/;- - P.r �� i1� .I", . 007,74„. ...fr. . : 1,/.1� ).1k.1�� ' �,0 %/ 1 THAT 10%BUILDING AREA OF STORY ,tiJy'?,�I��' ,� �� /, _ r �.�/.�T!p/.+/ !'� �� ' 11^/ ' l� ( 1 J ` - kl._�� . ".• ' .►sari � eAr f fi -! CORRIDO � �� 4/1.17 +.�.0tA.�, ISICi;:►t':,, Zill V, 11,v4: .Ii. �-� A' - „Cr-iii 1 u , « . . ., ,� , _ _' . r '� ¢` �� _ . _. _ . x '� W _, FDC FIRE DEPARTMENT CONNECTION ., ._, .,......., , ., • f _ ., _.,,..• " - �� . _ _ " , " ':�" --- ., ." K " a-I DBG PROPERTIES ' i I . �,, LLC . , I I ,i. ; ..,..._ __ ► e I J _ ; �, I; 1 PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS . " �I I1 i _. r" _ L__... = PROVIDE 20 MIN RATED DOORS AT CORRIDOR i , I ,. . �I II j [ i ._...._._ tIt ai 1 " p� • EXTERIOR WALLS 1-HR I �-.. _ "I - - r "ti P I,..._J L...., t --, CONSULTANT rl r S ��O = £--- ?; , ! I PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL RATED PER OSSC 71 _.�.. :; 1 _ E - =. - - �_, ,If/ �TJAIR 1 "' ' SEp _ .� .. I - ::.: ;; �:� `""' ""--' �" .' I " R-2 OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO TABLES 601 AND 602 --� I " " : :��- 4, . .� - s�_ti EX�S .._;_.,__ ; - M E r_:.. " :I. - w. �i�'j-J�.�i I " �" Ate '•r """ "�`"� I" "-'" " UNIT 2 BED HEAD, JAMB AND SILL. OPENINGS ARE NOT RATED `r• .. ._: ice! �:...� i i` :MP" J ............._ i--i ir+ - 5 !,-r �_f 1 ` ' -----"--M ,�' .,._. �,,,j 1,_,_,, > ` ...._.. . _ -----� AI/ ., Ifil. = "_• i . ,._�'i , _ " r. ..._.I + r ....,... OLF 200 = 5 OCC 11 _ rt rF. i j _ Y i •",. I 943 SF PROVIDE 2-HR RATED FIRE BARRIER. PROVIDE 90 MIN !. ' _ SI _"�' -" ■'," j .- .w j% ", I i '-.. Y i i .: 1 1 -, :__-,. . y_ I ,",,� �,�; i ��-;i II .� € 1 --K ": i �i . , , :I ; 1 ; • .-- ; } i M 1� RATED DOORS i -H .- I 1! loll I _.._' 3 i J I-.-G. .1 1----.�" h RE BARRIERS SHALL EXTEND FROM THE " CONTINUITY FI M TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE �, ' . l- „ _ i!__i F ! j • UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE . ._ _ _ _ a,_ . -011 AND SHALL BE SECURELY ATTACHED THERETO. FIRE COMMON PATH OF I1 _ , •_ 1 1 BARRIERS SHALL BE CONTINUOUS THROUGH TRAVEL=41'-0" (TYP 1N 2 BED UNITS) R-2 S-2 (ACC) R-2 CONCEALED SPACES. (MAX PATH TO RATED FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE STAIR= 99'-T UNIT 2 BED STORAGE UNIT 1 BED FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING 943 SF 22 SF 637 SF ASSEMBLY ABOVE, AND SHALL BE SECURELY ATTACHED R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 R-2 S-2 (ACC) THERETO. STANDPIPE-TYP UNIT 1 BED UTILITY UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED STORAGE <3 OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OCCUPANCY SCHEDULE-BUILDING 1 -LEVEL 03 636 SF 22 SF 668 SF 22 SF 968 SF 668 SF 22 SF NAME LEVEL NUMBER I AREA OCC OLF 1 OCC LOAD LEVEL 03 1 BUILDING 1 - CODE PLAN - LEVEL 3 UNIT 2 BED LEVEL 03 1-301 943 SF R-2 200 5 O UNIT 2 BED LEVEL 03 1-302 943 SF R-2 200 5 1-0.1 SCALE: 3/32"= 1-0" UNIT 1 BED LEVEL 03 1-303 667 SF R-2 200 4 UNIT 1 BED LEVEL 03 1-304 637 SF R-2 200 4 IminCO UNIT 2 BED LEVEL 03 1-305 968 SF R-2 200 5 UNIT 1 BED LEVEL 03 1-306 636 SF R-2 200 4 J COMMON PATH OF UNIT 1 BED LEVEL 03 1-307 669 SF R-2 200 4 W LLl TRAVEL=41'-0" (TYP IN 2 BED UNITS) STANDPIPE-TYP UNIT 1 BED LEVEL 03 1-308 668 SF R-2 200 4 UNIT 1 BED LEVEL 03 1-309 636 SF R-2 200 4 2 w R-2 �+ UNIT 2 BED LEVEL 03 1-310 968 SF R-2 200 5 I J S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 R-2 UNIT 1 BED LEVEL 03 1-311 637 SF R-2 200 4 C!) COMMON PATH OF UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED S-2 (ACC) UNIT 1 BED LEVEL 03 1-312 668 SF R-2 2D0 4 Ce �, STORAGE UNIT 1 BED UNIT 2 BED TRAVEL= 38'-3° OLF 300 = 1 OCC OLF 200 = 4 OCC oLF 200 = 5 occ (TYP IN 1 BED UNITS) OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC STORAGE UNIT 2 BED LEVEL 03 1-313 944 SF R-2 200 5 OLF 300 = 1 OCC UNIT 2 BED LEVEL 03 1-314 943 SF R-2 200 5 I< 22 SF 667 SF 968 SF 669 SF 22 SF 636 SF 637 SF STORAGE LEVEL 03 1-U31 22 sl' S-2 (ACC) 300 1 • I ) 2 F STORAGE LEVEL 03 1-U32 22 SF S-2 (ACC) 300 1 < Cl. ■_.r.r..w.. .r __. _..- — ,..., .=x � � -" "_, x x. .r. � 1611 Y ' :::: ■ � :.. ,. _ -__= a- „_,.;,... ,._.._..:» .�.,..».� ILI :iaJ i �1(, ' I I - I STORAGE LEVEL 03 1-U34 22 51= S-2 (ACC) 300 1 le a STAIR 2 1 I . - ' :- r - _ _ ... _: . . _, `�__ __ , - STORAGE LEVEL 03 1-U35 22 5F S-2 ACC 300 1 Ih I ._.., L___ M _ µ ?.. Ili . ._ " 11 I I ''' / _; I ,.. LEVEL 03 1-U36 66 SF S-2 (ACC) 300 1 Q W CO_. , . ., ! --- 1 STORAGE O . I 1 ; I ; �! - ! " .ate✓lar/1/11 '+ _ i,. STORAGE LEVEL 03 1-U37 22 SF S-2 (ACC) 300 1 CV I I ]ii '/.�/%� " :..- -- STORAGE LEVEL 03 1-U38 22 SF S-2 ACC 300 1 'r- Et -.1 '11,---- i . Lrssil : _------ I ____VI- 11 " _ ___12)__-: 314" ..:. :wag;fir/ r - -' „.....-.4., .,_._.. �- r-1- . - , 1 "i --,-72:11:,3_g {" r/mow t f _� ,i ♦� r� rr -' 1 �/��% OLFC0 Z -1._ ..-., I .---f \_,. --. - -, II --- -21 _'i ___. / _ I ...:.:.:. _- - = EXIT WIDTHI t Zti . - / " 200 5 OC STAIR WIDTH II ' ,Lin J - �- • . II -" _.._ _ II 11 _ ._ .; pl3- . ��1�� - ..t� ._.: .�_�.�_. lis.„,"...„. -'".. 1 OCCUPANCY LOAD 70 THE STAIR WIDTH SHALL ,, 1 g °� "' �.._ r-1 II " \ " " r F ,: 944 SF EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH 0 0 R-2 1II 7 " " , EXITS PROVIDED 2 REQUIRED. SEE OSSC ► - - I ,�, __T ■ i _ 4 ,. _� II _ J. , _ "�1 __-_.-_._ I - -- OCCUPANCY LOAD PER EXIT= 7012= 35 EXCEPTION 1005.3.1. © Q — UNIT 2 BED . " I '�i. -::�� "`' WIDTH REQUIRED= 105 x 2 = 21" _ MAX EXIT 11 - OLF 200 = 5 OCC I ___ - ---,; ��" r 1111 " E CLEAR WIDTH PROVIDED ti � CO i - \'-- - i 111 i ; All€r J 4ad� ( r' , .._ ` rf°`' "�Mi ��_ _ ___ _ , /� ALk.._._ � ,Ili It�'� -r/ 7 .� �y" .__._.`;�:`'°'��-" -943 SF .- _-._.._ III_ �i� % . r, . 77,010,9001,17451 . �_ `." `.. ' .: ==i - _ __ r� wr. t- ,� `r _ I" -- +'.i °ir AT EACH EXIT DOOR,•� - 10 3/4 �� 4/07 .-r .. A Or 14,x/ a i !��' i TITLE A0,4.. _—_ — �� s ,-,-/Ao. y b r�� -f1744-0014.7,4140° . ' :• CORRIDO ,4rr me,100..r /�4' -It!' ..org.emyr-itoreetirir� AfeLd4, 4•Are��4.IZ fore/A- � � r OCCUPANCY SCHEDULE-BUILDING 1 - LEVEL 04 # DATE DESCRIPTION .e' 1 sz=�.:.» . ,.: . =" l• r A - ? opi" ..,.. a 000, . m , . r.r,1 F �1 'E;r, ,w `� ''1 'T'ti "3/"' , i All � '".E ---. ", :,. . ----a:2- _s .,. !. '1II .r. �.? t r__Mil.!--: "I' ::al / . r, _. ! NUMBER AREA OCC OLF OCC LOAD . 1,. , (--- ,.... tiI ( :::i . .;, s , NAME LEVEL •Li M ,-. „,/ LEVEL 04 ll " ✓ I W I "ry e -_ ..: . :> �:._ _. .) - j UNIT 2 BED LEVEL 04 1 401 943 SF R-2 200 5 II d: ,_ 1.�--_a'1 •X IP PK . ► - I. UNIT B EXTERIOR WALLS 1-HR 1 ,} 1. , 2 EQ LEVEL 04 1.402 943 SF R-2 1200 5 731 ____._ GE..... • "�y ; ;;=zi i UNIT 1 BED LEVEL 04 1-403 667 SF R-2 200 4 RATED PER OSSC hr• 1 r • . ! -_ -- I�►./ 5 �p,N r�-- -.---• _ TABLES 601 AND 602 �� _ , :� +i10 I,.. ? " i; • ___-• --• R-2 UNIT 1 BED LEVEL 04 1-404 637 SF R-2 200 4 �_. �_ M...._ Ste' I: �L i , - w �L " ■ .. �� ! ,< r J ..r. ��. I-. _ IS 5 " i \ ,."." UNIT 2 BED rr- < „ L-- /r. .ire ,",,,,-�• _. .E . ;,_,, - _, ,_, UNIT 2 BED LEVEL 04 1-405 968 SF R-2 200 5 :- — ' . /,� /.�% ' I R �� ; " A " I 1 . ; OLF 200 = 5 OCC UNIT 1 BED LEVEL 04 1-406 636 SF R-2 200 4 II i 1 t-, �,��.*�!, " I ' . I ' I -, I f "--, - 943 SF UNIT 1 BED LEVEL 04 1-407 669 SF R-2 200 4 i. 11,1-- ] I �' lY � F ►__ :I �_s "•' i zI - UNIT 1 BED LEVEL 04 1-408 668 SF R-2 200 4 REVISIONS - i i 1 I , ----I f/i E , _ •I -11-1 UNIT 1 BED LEVEL 04 1-409 636 SF R-2 200 4 H>• I ► i �__ I ^'. ; .. .4 L. l�YisrL'1: :S w:,: ...Ju -r1..J�Y L' 1.... ._kI I.:i gu,i...,'::W:, . -.._ ;_._....... :�JYJ1iw,.VrY :�I I .L i ,.1.1.1�c G ,. \I-7 4 : I,._.. 7..._.. .moi! :: IL":.J i.L•JYJi Y I. _...---- : IW.t:"+LLd..i.:. . ! - - ' • -- " T 2 BED LEVEL 04 968 SF R-2 200 5 II r-- -_,, STAIR'7 • ; .. j UNI 11 //// ,• : " • 17.1 • �i_ UNIT 1 BED LEVEL 04 111441101 637 SF R-2 200 4 . . ..___ _.. . ... UNIT 1 BED LEVEL 04 1-412 668 SF R-2 200 4 Author Checker COMMON PATH OFI UNIT 2 BED LEVEL 04 1-413 944 SF R-2 200 5 DRAWN BY CHECK BY TRAVEL=41'-0" UNIT 2 BED LEVEL 04 1-414 943 SF R-2 200 5 (TYP IN 2 BED UNITS) R-2 S-2 (ACC) R-2 STORAGE LEVEL 04 1-U41 22 SF S-2 (ACC) 300 1 PERMIT SET (MAX PATH TO RATED UNIT 2 BED STORAGE UNIT 1 BED STORAGE LEVEL 04 1-U42 22 SF S-2 (ACC) 300 1 STATUS STAIR= 99'-9"} OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC UTILITY LEVEL 04 1-U4 22 SF S-2(ACC) 300 1 03.29.2018 STORAGE LEVEL 04 1-U444 22 5F S-2(ACC) 300 1 DATE 943 SF 22 SF 637 SF R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 R-2 S-2 (ACC) STORAGE LEVEL 04 1-U45 22 SF S-2(ACC) 300 1 STORAGE LEVEL 04 1-U46 22 SF S-2(ACC) 300 1 17052 STANDPIPE-NP UNIT 1 BED UTILITY UNIT '! BED STORAGE UNIT 2 BED UNIT 1 BED STORAGE (3 STORAGE LEVEL 04 1-U47 69 22 SF 5-2(ACC) 300 Ai WIDTH SHALL 1 PROJECT NUMBER ...01 3 OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC 69 636 SF 22 SF 668 SF 22 SF 968 SF 668 SF 22 SF EXIT WIDTH OCCUPANCY LOAD STAIRTHESTAIR WIDTH EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH U 2 BUILDING 1 - CODE PLAN - LEVEL 4 EXITS PROVIDED 2 REQUIRED. SEE OSSC ©2018 OTAK,INC. OCCUPANCY LOAD PER EXIT= 6912= 35 EXCEPTION 1005.3.1. = 1 40.1 SCALE: 3132"= 1'-011 MAX EXIT WIDTH REQUIRED = 35 x .2"= 7" If this drawing is not 24"x 36",it has been CLEAR WIDTH PROVIDED reduced/enlarged. Scale accordingly. AT EACH EXIT DOOR= 34" ASSEMBLY NOTES A___lIVI . 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 +7 1 CEMENTITOUS SIDING •• .i � (314 VENT SPACE) PROVIDE ADDMONAL SHEATHING LAYERS TO THE NON- - •••41 /I PLYWOOD SHEATHING AS SHEAR WALL TO PROVIDE CONTINUOUS FACE OF Otak Architects, Inc. . :a BATHROOMS-FRICTION FIT 41:---------- 1x2 PT FURRING AT 16 OC -...- • • F IN STUD SPACES + i {3/4"VENT SPADE) _ ;-' REQUIRED-SEE STRUCTURAL FINISH. 808 SW Th' enue,Suite 300 • +' 1 71 WEATHER RESISTIVE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC Po land,OR 97204 WEATHER RESISTIVE I BARRIER : _ �. ` 5/8"TYPE GYPSUM BOARD f-_� ,e BARRIER .±' SECTION 718. m www.o ak,com 1 � + 15/32"MIN PLYWOOD R-21 BATT INSULATION 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN •' PLYWOOD SHEATHING AS r SHEATHING-SEE STRUCTURAL WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO • •' PROTECT PIPE FROM FREEZING. *` REQUIRED-SEE STRUCTURAL •+ �' ,, 2x6 WOOD STUDS AT 16" " - "` r +, I PLYWOOD SHEATHING AS � + OC-SEE STRUCTURAL • 0; 4 44 +, + REQUIRED-SEE STRUCTURAL + 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND J 2x6 WOOD STUDS AT 16" + (2)LAYERS 5/8"TYPE'X' FINISHES AS REQUIRED FOR PLUMBING ACCESS 3720 - . .•* f CAST IN PLACE CONCRETE ' " ;:r — WALL-SEE STRUCTURAL R. � 5/8 ,-. S r TYPE X'GYPSUM BOARD + 15/8"TYPE'X GYPSUM BOARD 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO ♦ 0 • A12AIUNG5 AND ALL VIAND,OR ,,• +` ; 5/8"TYPE FIBER FACED JSUPPORT SHELVING,TOWEL BARS, , +' + GYPSUM SHEATHING + OTHER WALL-MOUNTED ACCESSORIES AND • I GYPSUM FACED . OF 0 w �•' ►, ` 1 EQUIPMENT. -=--' -r --- � =•-- 6. PROVIDE UL APPROVED THROUGH PENETRATION AND --I---A;.-::---- EXTERIOR —Al-- - EXTERIOR INTERIOR EXTERIOR MEMBRANE PENETRATION FIRESTOP SYSTEMS AS 3/29/2018 INTERIOR INTERIOR REQUIRED BY CODE AT ALL ELECTRICAL,PLUMBING, STAMP BC , : 2x6 WOOD STUDS AT 16"CC IN LIEU OF 2x8 WOOD STUDS-SEE AND MECHANICAL PENETRATIONS IN FIRE-RATED STRUCTURAL ASSEMBLIES,SEE AX8.11 TO AX8.12.CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR EXACT PENETRATION CONDITION 27 CONCRETE WALL 241 1-HR INTERIOR WALL - IN UNIT BEARING FITAltEXTERIOR WING WALL - FIBER CEMENT SIDING . I 4 I 2-HR EXTERIOR WALL - FIBER CEMENT SIDING7. PROVIDE WATER RESISTANT TYPE-X GYPSUM BOARD 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 I ASSEMBLY:UL-U301 FIRE:2-HR STC:N/A AT BATH TUB AND SHOWER WALLS,SEE 15&16/A8.11. BEARING BEARING BEARING 8. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL BG PROPERTIES C DETAILS. FIBER REINFORCED, 9. PROVIDE SOUND BATT INSULATION AT BATHROOM • SOUND BATT INSULATION-FRICTION CEMENTITOUS SIDING WALLS AND CEILINGS. ---/v. --- -- ,. ; - FIT IN STUD SPACES " r ` 1x2 PT FURRING AT 16"OC CONSULTANT ' + ROOF MEMEBRANE ► " i r + (314 VENT SPACE) • RESILIENT CHANNEL AT 24"OC + 1x2 PT FURRING AT 16"OCIllrWEATHER RESISTIVE : i.,_____________________-- SPACED VERTICALLY + . (3/4"VENT SPACE) ' BARRIER , .i , 5/8"TYPE'X'GYPSUM BOARD ��' i FIBER REINFORCED, ii 15/32"MIN PLYWOOD li + CEMENTITOUS SIDING SHEATHING-SEE STRUCTURAL PLYWOOD SHEATHING AS 5/8"GYPSUM BOARD REQUIRED-SEE STRUCTURAL + WEATHER RESISTIVE R-21 BATT INSULATION-FRICTION BARRIER FIT IN STUD SPACES • 2x4 WOOD STUDS AT 16"OC I i 2x6 WOOD STUDS AT 16" PLYWOOD SHEATHING OC-SEE STRUCTURAL ON BOTH SIDES2x6 WOOD STUDS AT OC SEE STRUCTURAL 16" 1 �''' ' 2x6 WOOD STUDS AT 16" • '"-'"� 5/8"TYPE'X GYPSUM BOARD OC-SEE STRUCTURAL •►�... 5/8"TYPE'X' CO ,..000.1---\. P ;+ GYPSUM BOARD W • ..._.4... ..__ --, _.- .-ry__.L._ �. _ m INTERIOR UNIT UNIT ROOF EXTERIOR INTERIOR EXTERIOR 4.2 3g 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE C STRUCTURAL CO NON-RATED FURRING 1-HR INTERIOR WALL - DEMISING PARAPET WALL - FIBER CEMENT PANEL 1-HR EXTERIOR WALL - FIBER CEMENT SIDING < 27 ! 23I 12 3AI Z ' ASSEMBLY:N/A FIRE:N/A STC:N/A I ASSEMBLY:UL-U305 FIRE: 1-HR STC:50-54 ASSEMBLY:N/A FIRE:NR STC:N/A I ASSEMBLY:UL-U356 FIRE: 1 HR STC:N/A • BEARING RALTL77-138 BEARING ♦/� _O E""' 0 LAPPED,FIBER-REINFORCED, Z CEMENTITOUS SIDING # SOUND BATT INSULATION IN ---/V----r— �" 1x2 PT FURRING AT 16"OC BATHROOMS-FRICTION FIT (3/4"VENT SPACE) ROOF MEMEBRANE _i IN STUD SPACES _ M CO — 1x2 PT FURRING AT 16"OC WEATHER RESISTIVE Z 5/8"TYPE'X GYPSUM BOARD (3/4"VENT SPACE) 1� BARRIER f : :....._______„--------------- �'�i "; LAPPED FIBER REINFORCED, 15/32"MIN PLYWOOD i..,,,,,,___________________-- PLYWOOD SHEATHING AS i I CEMENTITOUS SIDING ,►' SHEATHING-SEE STRUCTURAL < U REQUIRED-SEE STRUCTURAL WEATHER RESISTIVE R-21 BATT INSULATION-FRICTION Clors `�. BARRIER FIT IN STUD SPACES .-- < (...) 2x4 WOOD STUDS AT 16" '-- PLYWOOD SHEATHING + OC-SEE STRUCTURAL ON BOTH SIDES is 2x6 WOOD STUDS AT 16" LI •,�'. ` OC-SEE STRUCTURAL CI) W • •1 ` 5/8"TYPE'X'GYPSUM BOARD ' 2x6 WOOD STUDS AT 16" + ••, L OC-SEE STRUCTURAL �~ 5/8"TYPE'X' W tY? W �--r` GYPSUM BOARD moll N _t I : i NI - r �;» - ___A-_.L-_L . _..f - L._ .! 0) INTERIOR INTERIOR ROOF EXTERIOR INTERIOR EXTERIOR LL I 0 z 26B1 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x4 WOOD STUDS-SEE - - . Cl) 6 o STRUCTURAL 0 Q '� L NOT USED PARAPET WALL - LAPPED SIDING 1-HR EXTERIOR WALL - LAPPED SIDING = NON-RATED INTERIOR WALL 221 11 2 E""" r. t- co ASSEMBLY:N/A FIRE:NR STC:N/A I ASSEMBLY:N/A FIRE:N/A STC:N/A ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY:UL-U356 FIRE: 1 HR STC:N/A BEARING TITLE LAPPED,FIBER-REINFORCED, # DATE DESCRIPTION CEMENTITOUS SIDING . -77- _i 1x2 PT FURRING AT 16"OC : (3/4"VENT SPACE) 1x4 T&G VERTICAL CEDAR S SOUND BATT INSULATION-FRICTION WEATHER RESISTIVE SIDING P. FIT IN STUD SPACES BARRIER • 3/4"VENT SPACE HORIZONTAL ,... . Z FURRING WITH WEEP HOLES • , I •• PLYWOOD SHEATHING AS 1 . 1.__,„„..„--------------,----- ., i, ! REQUIRED-SEE STRUCTURALWEATHER RESISTIVE {2}LAYERS 5/8"TYPE'X' 3112"MIN,R-21 FIBERGLASS �. BARRIER GYPSUM BOARD I . BATT INSULATION M = 15/32"MIN PLYWOOD - '+ SHEATHING-SEE STRUCTURAL • % PLYWOOD SHEATHING AS -0/k- 5 REVISIONS f REQUIRED-SEE STRUCTURAL 2x6 WOOD STUDS AT 16 R-21 BATT INSULATION-FRICTION :4_,______________-- OC-SEE STRUCTURAL w . FIT!N STUD SPACES 2x6 WOOD STUDS AT 16" (2)LAYERS 5/8"TYPE'X - OC-SEE STRUCTURAL .:.! GYPSUM BOARD __ Checker <� - 2x6 WOOD STUDS AT 16 (2)LAYERS 5/8"TYPE'X' -1- 518"TYPE'X GYPSUM BOARD OC-SEE STRUCTURAL DRAWN BY CHECK BY GYPSUM BOARD ---,41 . 5/8"TYPE FIBER FACED 1 - 5/8"TYPE'X' PERMIT SET '�; •; ;1 GYPSUM SHEATHING GYPSUM BOARD STATUS Al1 03.29.2018 .00" DATE INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR 17052 1B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE STRUCTURAL PROJECT NUMBER 251 NOT USED 21 1 2-HR INTERIOR WALL - FIRE BARRIER s 2-HR EXTERIOR WALL - LAPPED SIDING 1A1 1-HR EXTERIOR WALL - WOOD SIDING Ai .r I 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 24"x 36",it has been reduced/enlarged.Scale accordingly. ASSEMBLY NOTES3 3 - 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO ASSEMBLY AS REQUIRED BY STRUCTURAL ENGINEER.WHERE A NON-SHEAR WALL EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL,PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR Otak ArchitectsInc. WALL TO PROVIDE CONTINUOUS FACE OF FINISH. 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC 808 SW ' ' enue,Suite 204 Po -nd,OR 97204 SECTION 718. ma 503.287.6825 STANDING SEAM METAL 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN www.otak.com ROOFING WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO SLIP RESISTANT FINISH-SEE PROTECT PIPE FROM FREEZING. 30#ROOFING FELT FINISH SCHEDULE y 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND FINISHES WATERPROOF MEMBRANE AS REQUIRED FOR PLUMBING ACCESS PANELS. +A ROOF SHEATHING-SEE 3720 STRUCTURAL SUBFLOOR,SEE STRUCTURAL 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO BR R.FLEENER4 SUPPORT SHELVING,TOWEL BARS,RAILINGS,AND ALL ROOF JOIST-SEE PT FLOOR JOIST-SEE OTHER WALL-MOUNTED ACCESSORIES AND EQUIPMENT. • • STRUCTURAL STRUCTURAL-SLOPE STRUCTURE PORT#.AII),OR AWAY FROM BUILDING 6. PROVIDE UL APPROVED THROUGH PENETRATION AND !-•_i - - -__,,,L.,„ _ - - - -- - - l FIBERCEMENT SOFFIT • _ _ - _ MEMBRANE PENETRATION FIRESTOP SYSTEMS AS t F 0 BOARD -,• •: /— FIBER REINFORCED, REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, CEMENTITIOUS PANELS AND MECHANICAL PENETRATIONS IN F1RE-RATED V Fra V Z 3!2912018 ASSEMBLIES,SEE AX8.01 TO AX8.21, STAMP IL I 4 . 7. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. BALCONY — NOTE:SEE SECTIONS FOR � 1-I SOFFIT VENT LOCATIONS DBG PROPERTIES LLC ROOF - STANDING SEAM F4 FLOOR / CEILING - BALCONY R3 ASSEMBLY:NA FIRE:N/A STC:N/A ASSEMBLY:UL-P522 FIRE:1-HR 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 m..�. `•'. ;: ' - .� °--...i"'' . STRUCTURAL . ,-� ,.,,// �-•'" DROPPED CEILING WHERE CI, ROOF JOIST, SEE OCCURS-SEE RCP FOR FINISH W STRUCTURAL 7,,,,,� R-27 LOOSE FILL INSULATION CO VAPOR RETARDARI AIR -, tBARR1ER e C ��. 5/8"TYPE X'GYPSUM BOARD Cr) 4444 4144 CALCULATED FIRE RATED BASED ON OSSC SECTION 722.6 Q • 1 1/2"GYPSUM CEMENT UNDERLAYMENT(AT LEAST 5/8"GYP BD EQUIVALENT) 30 MIN Z • WOOD SHEATHING 19/32" 15 MIN • 4x(3 3/4"1 WOOD T&G DECKING(5 MINUTES PER 3/8"1 30 MIN O TOTAL: 1 HOUR&15 MINUTES Cn 0 ! 1 HR FLOOR/CEILING - CORRIDOR W ROOF - ELEVATOR OVERRUN ## F3 - � R2 j i ASSEMBLY:OSSC 722.6 FIRE: 1-HR STC: NA Z 1-1""' ASSEMBLY: UL-L528 FIRE: 1-HR STC:N/A 21, O 0 ROOF MEMBRANE M -"'1 ROOF SHEATHING,SEE . FLOOR FINISH-SEE ROOM FINISH STRUCTURAL SCHEDULE-REQUIRES SOUND ISOLATION MAT IF IT IS NOT CARPET a R-60 LOOSE FILL 3/4"GYPSUM CEMENT UNDERLAYMENT INSULATION < 0 NJ _ ., WOOD TRUSS,SEE SUBFLOOR-SEE STRUCTURACI L ti Cf) Cew Ce STRUCTURAL / FLOOR JOIST-SEE STRUCTURAL 31/2 SOUND ATTENUATION iM W co �.,�,_- AK Q . VAPOR RETARDER/AIR A " BARRIER N tV BLANKET(OMIT AT CORRIDOR) J Y N ♦�� RESILIENT CHANNELS AT 24"OC MAX W Z ��n ♦ -ivies �" 1 (2)LAYERS 5/8"TYPE'X' '°mo n ce 0 BOARD TYPE'a GYPSUM �'4 t♦f fttfrtt t�«', GYPSUM BOARD = O 1_4 741:7111; *,, r.. . . . . :k.. W cin C in --- -«ter--1-7-.T- T r-- 7---- O <to J E—' 1~ ,= 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 / CEILING - UNITS # DATE DESCRIPTION R1 ASSEMBLY:AWC WIJ 1.7 FIRE: 1-HR STC:63-65 IIC:51 ASSEMBLY: UL-P522 FIRE: 1-HR STC:N/A MIN FLOOR FINISH-SEE ROOM FINISH SCHEDULE-REQUIRES SOUND ISOLATION MAT IF IT IS NOT CARPET REINFORCED CONC SLAB, 3/4"GYPSUM CEMENT UNDERLAYMENT SEE STRUCTURAL REVISIONS • SUBFLOOR-SEE STRUCTURAL 10 MIL VAPOR BARRIER 2x4 WOOD FRAMING FLOOR JOIST-SEE STRUCTURAL CLEAN CRUSHED ROCK, Author Cheder 5/8"GYPSUM BOARD SEE SOILS REPORT Eg �Y 31/2"SOUND ATTENUATION = :-d` - - � %' - , DRAWN BY CHECK BY BLANKET(OMIT AT CORRIDOR) •1,72,7"= —.7. -' .=i :=�i .:-'� • � : i`•:,�� •r-�� ..-�r .: ��,,_� PERMIT SET t: Ire I.s �.: (:: i ✓.: ii .,� ._� .�ra " f r s�ti�*,.�s�rigi •tsts�l��'E?��i�sYs?i+Ki7��:�e��rf'i�441; 5/8 TYPE C GYPSUM BOARD •�- • ±� :+- - I •:M•:!:, '::.� «' •:!:. • `�y�:,•.,!:,r.t T-,.,,.•1.V.--,I.�- STATUS i P .. .1}1'..417 41.E Itii- 0--�h:i�41;01 `'i1'i'�'iitc Vi<71.7 i +41 7 +_7- ?�t� i?! �Tiyi ►4�'i •'moi •�:T UNDISTURBED SOIL ♦� �� .f��t�� RESILIENT CHANNELS,24"OC MAX _ - _ 03.29.2018 �._.� -• _ � � ; i �••�— , I I- DATE NN.___ ,. =iIIr..�i11±III= — 17052 PROJECT NUMBER (2)LAYERS 518"TYPE"C' GYPSUM BOARD A1 - 1 . 02 G� CEILING - GWB 0 2-HR FLOOR / CEILING SLAB ON GRADE F5 Fl 0 2018 OTAK,INC. I ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY:AWC WIJ 2.1 FIRE:2-HR STC:52 IIC:46-60 ' ASSEMBLY:N/A FIRE:NR STC:N/A If this drawing is not 24"x 36",It has been reduced/enlarged.Scale accordingly. DOOR SCHEDULE - BUILDING 1 DOOR SCHEDULE - BUILDING 1 HARDWARE SCHEDULE -- 4 --- ak I OPENING DOOR FRAME FIRE I OPENING I 1 DOOR FRAME FIRE MN SET:1a z DOOR NO LOCATION I WIDTH I HEIGHT TYPE MAT. I FIN. MAT. I FIN. HARDWARE RATING COMMENTS DOOR NO LOCATION I WIDTH I HEIGHT I TYPE I MAT. I FIN. MAT. I FIN. I HARDWARE RATING COMMENTS QTY DE I Q CATALOG NUMBER FINISH MFR -`� 1 EA Co f.HINGE 224XY EPT 628 NE 1 EA POWER TRANSFER EPT10 CON 689 VON GROUND LEVEL LEVEL 03 1 EEA ELEC PANIC HARDWARE RX-EL-25-R NL-OP-C©N 630 FAL s• ' 1-101A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-301A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA RIM CYLINDER 20-0571CX 626 SCH 1-101 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-301B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA FSIC CORE 23-030 626 SCH Otak Architects, Inc. 1-102A UNIT ENTRY 3'-0" 6'-8" A SC WOOD 'PAINT WOOD PAINT R-01 20 MIN. 1-302A UNIT ENTRY 31-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA 90 DEG OFFSET PULL 819OEZHD 10"STD 630-316 NE808 SW Thi v ue, Suite 300 1-102B BALCONY 3'-0" 7'-0" C FBGLS 1 PRE-FIN FBGLS PRE-FIN R-02 1-302B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 4050 EDA 689 LCN Port]. d,OR 97204 1 EA PROTECTION PLATE $40010"X 2"LOW B-CS 630 I'VE 1-103A UNIT ENTRY 3'-0" 6'-8" A SC WOOD 1 PAINT WOOD PAINT R-01 20 MIN. 1-303A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. main .03.287.6825 1-103B BALCONY 3'-0" 7'-0" C FBGLS I PRE-FIN FBGLS PRE-FIN R-02 1-303B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA WALL STOP 488FWS4SBK PSA BK63y NE �vw.otak.com 1 EA GASKETING 48$FSBK PSA ZER 1-104A UNIT ENTRY 3'-0" 6'-8" A SC WOOD 'PAINT WOOD PAINT R-01 20 MIN. 1-304A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8198M AA ZER 1-104B BALCONY 3'-0" 7'-0" C FBGLS 1 PRE-FIN 1 FBGLS PRE-FIN 1R-02 1 1-304B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN I FBGLS PRE-FIiN 1R-02 1 EA THRESHOLD 546A-223 A ZER 1-105A 1 UNIT ENTRY 3'-0" 6'-8" I A SC WOOD PAINT I WOOD PAINT 1R-01 20 MIN. 1-305A UNIT ENTRY 1 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT I R-01 20 MIN. 1 EA WIRE HARNESS CON-192 SCH 4. - 1-105B I BALCONY 3'-0" 7'-0" I C FBGLS PRE-FIN I FBGLS PRE-FIN 1R-02 1-305B BALCONY 1 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS I PRE-FIN 1R-02 I 1 LA WIRE HARNESS CON-6W SCH ii%..1 t 1-106A I UNIT ENTRY 3'-0" 6'-8" I A Sc WOOD PAINT I WOOD PAINT 1R-01 20 MIN. 1-306A UNIT ENTRY 1 3'-0" 6'-8" A SC WOOD PAINT WOOD I PAINT 1R-01 20 MIN. 1 SUPPLY P5914 900-2R5 900-ISBK VON 320 1-106B I BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN I FBGLS PRE-FIN I R-02 1-306B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN 1R-02 (SPF-RATtQN:ACCESS CONTROL OR TIME CLOCK BRIAN R. LF.ACCESS CONTROL-WORK OF DIVISION 2$ R.FL " 4 1-107A 1 UNIT ENTRY 1 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT R-01 20 MIN. 1-3071 UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. ENER 1-107B BALCONY 3'-0" 7'-0" I C FBGLS I PRE FIN FBGLS PRE-FIN R-02 1-307B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS I PRE-FIN R-02 HW SET:19 • • 1-108A UNIT ENTRY 3'-0" 6'-8" I A SC WOOD I PAINT WOOD PAINT 1R-01 20 MIN. I 1-308A UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD I PAINT R-01 20 MIN. (CITYCRIPTION CATALOG NUMBER FINISH MFR PORTLAND,OR 1-1088 BALCONY 3'-0" 7'-0" I C FBGLS I PRE-FIN FBGLS PRE-FIN R-02 1-308B I BALCONY 3'-0" 7'-0" C I FBGLS I PRE-FIN FBGLS I PRE-FIN R-02 3 EA MOE 58814.5 X 4.5 NRP 652 NE 1-109A UNIT ENTRY 3'-0" 6'-8" I A SC WOOD I PAINT WOOD PAINT R-01 20 MIN. 1-309A I UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD I PAINT R-01 20 MIN. 1 EA PASSAGE SET NOUS SPA 626 SCH OF 0 1-109B BALCONY 3'-0" 1 7'-0" C FBGLS PRE-FIN FBGLS 1 PRE-FIN R-02 1-309B 'BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA. SURFACE CLOSER 4050 WA 689 LCN 1-110A UNIT ENTRY 3'-0" 1 6'-8" A SC WOOD PAINT I WOOD 'PAINT I R-01 20 MIN. 1-31 OA I UNIT ENTRY 1 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WAPRLL STOP PLATE 8400 6/10 X C LOW B-CS 6300 WE 3/29/2018 1-110B BALCONY 13'-0" I 7'-0" C FBGLS PRE-FIN I FBGLS 1 PRE-FIN R-02 1-310B BALCONY 1 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING BK0 WE STAMP 1-111A UNIT ENTRY 13'-0" 6'-8" A SC WOOD 1 PAINT 'WOOD 'PAINT R-01 20 MIN. 1-311A UNIT ENTRY 1 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8192M AA ZER 1-1118 BALCONY 13'-0" 7'-0" C FBGLS PRE-FIN FBGLS 1 PRE-FIN R-02 1-311 B BALCONY 1 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 EA THRESHOLD 546A-223 A ZER 1-112A UNIT ENTRY 13'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-312A UNIT ENTRY 3'-0" 6'-8" I A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 20 1-112B BALCONY 13'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-3126 BALCONY . 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 HW$ ' QTY DESCRIPTION 1-113A UNIT ENTRY 3'-0" I 6'-8" 1 A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. 1-313A I UNIT ENTRY 3'-0" 6'-8" I A SC WOOD PAINT WOOD 'PAINT 1R-01 20 MIN. HINGE 6BB14.CATALOG NUMBER FINISH MFR t 1-113B I BALCONY 3'-0" I 7'-0" I C FBGLS I PRE-FIN FBGLS PRE-FIN I R-02 1-3138 'BALCONY 3'-0" 7'-0" I C FBGLS PRE-FIN FBGLS PRE-FIN I R-02 1 EA STOREROOM LOCK AL80PD NEP 626 SCH 1-114A UNIT ENTRY 3'-0" 1 6'-8" 1 A SC WOOD 'PAINT WOOD PAINT R-01 20 MIN. 1-314A I UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 1250 CUSH SUM 689 LCN D BG PROPERTIES 1-114B BALCONY 3'-0" I 7'-0" I C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-314B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING 488FSBK PSI BK ZER LLC 1-115 BUILDING ENTRY 3'-0" 7'-0" A HM PAINT HM PAINT -118 ' 1-316 STAIR 3'-0" 6'-8" A SC WOOD I PAINT I WOOD PAINT 19 90 MIN. 1 DOOR ON HOLD-OPEN 1-116A STAIR 3'-0" 6'-8" A SC WOOD 'PAINT WOOD 'PAINT 119 90 MIN. DOOR ON HOLD-OPEN 1-317A STAIR 3'-0" 6'-8" I A 1 SC WOOD I PAINT 1 WOOD PAINT 19 90 MIN. I DOOR ON HOLD-OPEN HW Ste'7 1-116B STAIR 1 3'-0" 7'-0" A HM I PRE-FIN HM I PRE-FIN 118 90 MIN. 1-317B STAIR 3'-0" I 7'-0" I A I HM I PRE-FIN I HM PRE-FIN 18 90 MIN. + DESCRIPTION CATALOGFINISH MFR 3 EA HINGE 68814..55X 4.5 630 NE CONSULTANT 1-117 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD 'PAINT 119 90 MIN. DOOR ON HOLD-OPEN 1-318 ELEVATOR 3'-6" 8'-0" H I HM I PRE-FIN I HM PRE-FIN 'PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 1 EA STOREROOM LOCK ALSOPD NEP $2$ SCH 1-U12 ELEV MECH 3'-0" 6'-8" A SC WOOD PAINT WOOD I PAINT 120 90 MIN. 1-U31 STORAGE 3'-0" 6'-8" A 1SC WOOD I PAINT I WOOD PAINT 20 20 MIN. 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LCN 1-U13 UTIUTY 3'-0" I 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1-U32 STORAGE 3'-0" 6'-8" A SC WOOD 'PAINT WOOD PAINT 20 20 MIN. 1 EA WALL STOP WS4OE/4O7CVX 630 NE 1-U15 STORAGE 3'-0" I 6'-8" I A SC WOOD I PAINT WOOD PAINT 20 20 MIN. 1-U33 UTILITY 3'-0" I 6'-8" I A 1 SC WOOD I PAINT WOOD PAINT 120 20 MIN. 1 3 EA GASKETING 488FSBK PSI BK ZER 1-U16 ELEC 3'-0" I 6'-8" I A SC WOOD 1 PAINT WOOD I PAINT 21 20 MIN. 1-U34 STORAGE 3'-0" 16'-8" I A 1 SC WOOD 'PAINT WOOD PAINT 120 20 MIN. 1 1-U17 STORAGE 3'-0" 6'-8" A 1 SC WOOD PAINT WOOD 'PAINT 20 20 MIN. 1-U35 STORAGE 3'-0" 1 6'-8" I A 1 SC WOOD i PAINT WOOD PAINT 120 20 MIN. Ow SET:R-01 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1-U18 STORAGE 3'-0" 6'-8" A 1 SC WOOD PAINT WOOD 1 PAINT 20 20 MIN. 1 1-U36 STORAGE 3'-0" 6'-8" A 1 SC WOOD PAINT WOOD PAINT 21 20 MIN. 3 EA HINGE 58814.6 X 4.5 652 WE 1-U37 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA ENTRANCE LOCK CS210-BS0OTD JAZ PLY 10-109 626 SCH LEVEL 02 1-U38 STORAGE 3'-0" I 6'-8" A SC WOOD PAINT WOOD PAINT 120 20 MIN. I 1 EA FSIC CORE 23.030 EV D 626 SCH 1-201A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. I EA SURFACE CLOSER 1250 REG OR PA AS REQ SUM 689 LCN 1-201B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 LEVEL 04 1 EA PROTECTION PLATE 840010'X2"LOW B CS 630 IVE 1E 1-202A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-401A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA GASKETINGDOOR STOP 61 652KZER EA 488FSBK PSA BK ZER 1-202B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-401B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA DOOR SWEEP 8192AA AA ZER 1-203A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT 'WOOD PAINT R-01 20 MIN. 1-402A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA THRESHOLD 6501 A ZER 1-203B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN I FBGLS PRE-FIN 1R-02 1-402B BALCONY 3'-0" T-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 VERIFY DETAIL 1-2041 UNIT ENTRY 1 3'-0" I 6'-8" A SC WOOD PAINT 'WOOD PAINT R-01 20 MIN. 1-403A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA VIEWER U898 626 NE 1-204B BALCONY 1 3'-0" 7'-0" C FBGLS PRE-FIN I FBGLS I PRE-FIN R-02 1-403B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN 1R-02 9 �UNITS) 1-205A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD !PAINT R-01 20 MIN. 1-404A UNIT ENTRY 3'-0". 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. NOTE:INSTALL STOP ON BASE,TOP OR B6 OF DOOR,ON WALL,OR OTHERFIXTURE AS APPROPRIATE. 1-205B BALCONY 3'-0" 7'-0" I C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-404B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN I R-02 HW SET:RAM 1-206A UNIT ENTRY 3'-0" 1 6'-8" 1 . A SC WOOD I PAINT WOOD PAINT I R-01 120 MIN. 1-405A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. myIPTIt?N CATALOG NUMBER FINISH MFR 1-206B BALCONY 3'-0" I 7'-0" I C FBGLS I PRE-FIN I FBGLS IP RE-FIN 1 R-02 1 1-405B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN 1R-02 3 EA HJ+3E 58814.5 X 4.5 652 IVE 1-207A UNIT ENTRY 3'-0" I 6'-8" I A SC WOOD I PAINT I WOOD I PAINT R-01 20 MIN. 1-406A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. 1 EA ELEC ENTRANCE LOCK FE410E 4"JAZ GRW 626 SCH 1-207B BALCONY 3'-0" I 7'-0" C FBGLS I PRE-FIN I FBGLS I PRE-FIN R-02 1-406B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 688 LCN 1-208A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 120 MIN. 1-407A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA PROTECTION PLATE 8400 1{1"X2'!DW B-CS 630 NE 1-208B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-407B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETINGDOOR STOP 46BK65IVE 1 I 3 EA 488FSBK PSI SK ZER 1-209A I UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 120 MIN. 1-408A UNIT ENTRY 13'-0" 6'-8" A SC WOOD 1 PAINT WOOD I PAINT R-01 120 MIN. 1 EA DOOR SWEEP 8182AA AA ZER 1-209B 'BALCONY 3'-0" I 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-4088 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS I PRE-FIN R-02 1 EA THRESHOLD 656A A ZER I- 1-210A 1-210A I UNIT ENTRY 3'-0" I 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. I-409A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD 'PAINT R-01 20 MIN. VERIFY DETAIL 1-210B BALCONY 3'-0" 1 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 1-409B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS I PRE-FIN R-02 1 EA VIEWER U698 626 IVE 1-211A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT I R-01 20 MIN. 1-410A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT I WOOD I PAINT R-01 20 MIN. 9, ADA UNITS) WI t-211 B BALCONY 1 3'-0" 7'-0" C I FBGLS PRE-FIN I FBGLS PRE-FIN 1R-02 1-410B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 NOTE:INSTALL STOP ON BASE'TOP OR$O DQOR,ON WALL,bR aTHER FIXTURE A&APPROPRIATE. 1-212A UNIT ENTRY 3'-0" 6'-8" A I SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1-411A 1 UNIT ENTRY 13'-0" 6'-8" A SC WOOD PAINT WOOD 1 PAINT R-01 20 MIN. HW SET:R-02 M 1-212B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1-411 B !BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS I PRE-FIN R-02 .QTYIPTION CATALOG NUMBER FINISH MFR 1-213A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. 1-412A 1 UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD I PAINT R-01 20 MIN. 3 EA H1 58814.5 X 4.5 652 IVE I- 1-213B 1-213B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 1-412B BALCONY . 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA ENTRANCE LOCK CS210.8500TD JAZ PLY 10-109 826 SCH Ce CO 1-214A 1 UNIT ENTRY 3'-0" I 6'-8" A 1 SC WOOD !PAINT WOOD 'PAINT R-01 120 MIN. 1-413A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. 1 EA DOORFSIC CORE 23-030 EV 0 85622 SCM 1-214B I BALCONY 3'-0" I 7'-0" C I FBGLS I PRE-FIN FBGLS I PRE-FIN R-02 1 1 1-413B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN I FBGLS PRE-FIN 1R-02 1 EA ANSTOP 1161A A. I'VE �,. I 1-216 STAIR 1 3'-0" 6'-8" A SC WOOD 'PAINT WOOD 'PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 1-414A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT 1 WOOD 'PAINT 1R-01 20 MIN. 1 EA RAIN ERIN 188 A ZER CL 1 EA GASI�E'TINGI 488FSBK PSA 8K ZER 1-217 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD 1 PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 1-414B BALCONY 3'-0" 7'-0" C FBGLS 1 PRE-FIN FBGLS 1 PRE-FIN 1R-02 1 EA DOOR SWEEP $198AA AA ZER 1-218 ELEVATOR 3'-6" I 8'-0" H HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 1-416 STAIR 3'-0" 6'-8" A SC WOOD 'PAINT WOOD PAINT 19 190 MIN. DOOR ON HOLD-OPEN 1 EA THRESHOLD 65A-223DL A ZER Q W 1-U21 STORAGE 3'-0" 6'-8" A SC WOOD PAINT 1 WOOD PAINT 120 20 MIN. 1-417A 1 STAIR 3'-0" 6'-8" A SC WOOD 'PAINT 1 WOOD PAINT 19 190 MIN. DOOR ON HOLD-OPEN VERIFY 1-U22 'STORAGE 3'-0" 6'-8" A 1 SC WOOD PAINT 'WOOD PAINT 20 120 MIN. 1 1-417B 1 ROOF ACC. HATCH 1 3'-0" 6'-8" A HM 1 PRE-FIN 1 HM PRE-FIN 20 190 MIN. NOTE:INSTALL STOP ON BASE,TOP Oft BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. CO W _ 1-U23 I UTILITY 1 3'-0" 6'-8" A 1 SC WOOD PAINT 1 WOOD !PAINT 20 120 MIN. 1 1-418 ELEVATOR 1 3'-6" 8'-0" H HM I PRE-FIN I HM PRE-FIN PER MANUF. 190 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 HW SET:R-03Ca W M 1-U24 'STORAGE 1 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 120 MIN. 1 1-U41 STORAGE 1 3'-0" 6'-8" A SC WOOD I PAINT 'WOOD PAINT 20 120 MIN. QTYESIPTION CATALOG NUMBER FINISH MFR Y N (I)1-U25 STORAGE 3'-0" 6'-8" I A SC WOOD PAINT WOOD PAINT 20 120 MIN. 1-U42 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 3 EEHIN 5P81 RC1 4 X 4 652 IVE N 1-U26 STORAGE 3'-0" 1 6'-8" I A SC WOOD PAINT 'WOOD PAINT 21 20 MIN. 1-U43 !STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. A LOCK F40 JAZ 626 SCH O) 1-U27 'STORAGE 3'-0" 1 6'-8" A SC WOOD PAINT I WOOD I PAINT 20 20 MIN. 1-U44 1 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA DOOR STOP 61 652 NE mom ? Et 0 1-U28 'STORAGE 1 3'-0" I 6'-8" A SC WOOD !PAINT I WOOD 'PAINT 20 20 MIN. 1-U45 I STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. a EA SILENCER 8R65 CRY NE Inim NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. 1-U46 I STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. I 0 Z 1-U47 'STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MINNW SET:IR.114 W c 0 CO DOOR SCHEDULE - UNITS QTY DESCRIPTION CATALOG NUMBER FINISH MFR J . 3 FA H� +6PE11 RC1 41L 4 652 IVE I OPENING DOOR FRAME I FIRE I EA PASSAGE SET F10 JAZ 626 SCH (~p 0 DOOR NO I LOCATION I WIDTH I HEIGHT TYPE MATERIAL I FINISH MATERIAL I FINISH I HARDWARE RATING COMMENTS 1 EA DOOR STOP 61 652 NE 1.1/- h- I- CO 3 EA SILENCER 8R65 CRY NE BA BATHROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR.ON WALL,OR OTHER FIXTURE.AS APPROPRIATE. TITLE BR BEDROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 CL1 CLOSET 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-04 DOOR SCHEDULE NOTES HW SET:R- QTY DES I JCI CATALOG NUMBER FINISH MFR # DATE DESCRIPTION CL2 CLOSET i T-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 1 SET 2-,' ASS BOLES BP60 STA CL3 CLOSET 5'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 4 EA FLUSH PULL 221 626 IVE CL4 CLOSET 5'-0" 6'-8" E WOOD PAINT WOOD PAINT R-06 1. ALL DOORS SHALL HAVE LEVER HARDWARE.UNO 8. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS CL6 CLOSET 4'-6" 6'-8" D WOOD PAINT WOOD PAINT R-05 SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS NW SET:R-06 CL7 . I CLOSET 3'-0" 6'-8" F WOOD PAINT WOOD PAINT R-06 • 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE (22.2 N). QTY DESCRIPTION CATALOG NUMBER FINISH MFR PROTECTED IN ACCORDANCE WITH OSSC SECTIONS 1 SET 4-DR BIFOLD BFC60 STA 716.5.3.1 AND 716.5.7.3. 9. SLIDING OR FOLDING DOORS OTHER THAN FIRE 2 EA DOOR PULL 8"WIRE PULL 626 DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF SCHEDULE ABBREVATIONS 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM 5.0 LBS(22.2 N). HW SET:Z-MISC THE EGRESS SIDE WITHOUT THE USE OF A KEY OR QTY DESCRIPTION CATALOG NUMBER FINISH MFR HC-PHB HOLLOW CORE PRIMED HARDBOARD SPECIAL KNOWLEDGE OR EFFORT. 10.WHERE PROVIDED,THRESHOLDS AT DOORWAYS 2E EA CREDENTIAL 9651 BLK SCE GYP BD GYPSUM BOARD SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN 8C EA CREDENTIAL 9691T SLK SCE MDF MEDIUM DENSITY FIBREBOARD 4. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT 1 EA STRATIS SOFTWARE BY OTHERS SCE MFR MANUFACTURER INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE 1 EA TRAINING ON SITE AND SETUP SCE REVISIONS PRE-FIN PREFINISHED FLOOR. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 1 EA CREDENTIAL READER MT2OW SCH PRE-PR PREPRIMED SC-PHB SOLID CORE PRIMED HARDBOARD 5. ADOOR CLOSERS SHALL BE ADJUSTED SO N OPEN POSff10 OF 90 DEGREES,THE TIME FROM 11.HEA5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR MANUFACTURER AND ACCEPTABLE SUBSTITUTES Author Checker REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION Item: Manufacturer. Substitute: DRAWN BY CHECK BY / OF 12 DEGREES SHALL BE 5 SECONDS. 12.SEE 6/AX-8.14 FOR BYPASS DOOR HEAD DETAIL 1. Hinges/Butts: Ives(IVE) Sommer,Stanley,McKinney / /\ S / _ / 6. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT 13.SEE 7/AX-8.14 FOR BIFOLD DOOR HEAD DETAIL 2. Track: Stanley PERMIT SET FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR 3. Continuous Hinges: Ives(NE) Stanley, Pemko, STATUS / / / 4. Locks/Latches: Schlage(SCH) None-owner preference. �' SHALL MOVE TO THE CLOSED POSITION IN 1.5 14.SEE 7/AX-8.01 AND 6/AX-8.01 FOR TYPICAL EXTERIOR 5. Narrow Locks: Adams Rite(ADA) None 03.29.2018 SECONDS MINIMUM. HOLLOW METAL HEAD AND JAMB DETAIL AT FIBER // / /, - - \ 6. Cylinders: Schlage(SCH) None-owner preference. DATE /• /• �\ /' = E CEMENT. 7. Exit Devices: Falcon(FAL) None-owner preference. \ \ / \ 7. FIRE DOORS SHALL HAVE THE MINIMUM OPENING �----, 8. Power Supplies: Schlage Elec(SCE), Von Duprin(VON) None-owner preference. 17052 - \ \ �/ / \ \ - FORCE ALLOWABLE BY THE AHJ, 15.SEE 6/AX-8.02 AND5/AX-8.02 FOR TYPICAL EXTERIOR 9. Flush Bolts/Coordinator. Ives(IVE) ABH,Trimco \ \ / \ _ _ - \ HOLLOW METAL HEAD AND JAMB DETAIL AT WOOD 10. Surface Closers: LCN(LCN) None-owner preference PROJECT NUMBER ASIDING 11. Stops/Catches: Ives(IVE) Trimco, Hager `- \ / ,\ 12. Overhead Stops: Glynn Johnson(GLY) Rixson \ _ \� _ ,\ _ U _ _ _ - - 13.14. KickPush/Pulls: ates: Ives(NE) Trimco,The Trimco,Tice, A to 1 AI I A. FLUSH B. DOUBLE C. GLASS D. DOUBLE E. DOUBLE BI-FOLD F. DOUBLE BI-FOLD H. ELEVATOR 15. Weatherstripping/Gasketing: Zero(ZER) NGP,Pemko, SWING FLUSH SWING SWING SLIDING FLUSH PANEL FLUSH PANEL SMOKE DOOR 16. Door Bottoms: Zero(ZER) NGP, Pemko ©2018 OTAK,INC. 17. Thresholds:8. Silencers: Zero(ZER)Ives NGP,Pemko Trimco,DOOR TYPES 19. Power Transfers: Von Duprin(VON) None-owner preference. rr If educed/es nlarged.Scale accordingly.s not 24"x 361 it has SCALE: 1/4"= 1'-0" FINISH SCHEDULE ROOM FINISH SCHEDULE - BUILDING 1 (S; t ;i. CODE I PRODUCT MANUFACTURER PRODUCT NUMS RME/ I SIZE I COLOR/FINISH I COMMENTS NUMBER ROOM NAME I FLOOR MAT./FIN. I BASE MAT./FIN. FII• ISH WALL MAT./FIN. I CEILING MAT./FIN. COMMENTS CPT-1 I CARPET INTERFACE PRIMARY STITCH - 102416 HEM GROUND LEVEL CPT-2 CARPET INTERFACE PRIMARY STITCH - 102417 FRENCH KNOT/ACCENT 1-115 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs Otak Architects, Inc. PT-1 PAINT BENJAMIN MOORE REFER TO SPECS - 2166-10 GOLD RUSH/REFER TO SPECS 1-116 STAIR 1 SHEET VINYL/WL-1 6"PT GRADE WD GYP BD!PT-4 GYP BD!PT-4808 SW ' - enue,Suite 300 PT-2 PAINT BENJAMIN MOORE REFER TO SPECS - 2128-10 BLACK BEAUTY 1 REFER TO 1-117 STAIR 2 SHEET VINYL!VYL-1 6"PT GRADE WD GYP BD 1 PT-4 GYP BD!PT-4 • Pot=nd,OR 97204 SPECS 1-118 ELEV SHEET RUBBER!SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS mak 503.287.6825 PT-3 I PAINT SHERWIN WILLIAMS REFER TO SPECS - SW 7063 NEBULOUS WHITE/REFER TO 1-U12 ELEV MECH SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD 1 PT-4 rww.otak.com SPECS 1-U13 FIRE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 PT-4 I PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY SPRINKLER . PT-5 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY 1-U15 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 - -- SR-1 SHEET RUBBER ARMSTRONG R8C26 18 1/8"x18 1/8" PUDDY/RAISED ROUND 1-U16 ELEC SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 TILES 1-U17 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 �' y VYL-1 SHEET VINYL ARMSTRONG NATURAL 6"x36"TILE MYSTIX NEVA NA921 SWEET DREAM1-018 STORAGE SHEET VINYL 6"RUBBER GYP BD i PT-4 GYP BD/PT-4 3720 CREATIONS R.FLEENER CI WD-1 SEMI-TRANSPARENT CABOT REFER TO SPECS 1x8 T+G RED CEDAR 13AIAI4 STAIN LEVEL 02 +► • 1-215 CORRIDOR CARPET!CPT-1 +CPT-2 6"RUBBER GYP BD I PT-4 GYP BD I PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs I'I)RTI.AND,OR 1-216 STAIR 1 SHEET VINYL I VYL-1 6"PT GRADE WD GYP BD 1 PT-4 GYP BD!PT-4 I NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION I 1-217 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 OF Q 1-218 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 3/29/2018 1-U21 STORAGE SHEET VINYL 6"RUBBER GYP BD!PT-4 GYP BD/PT-4 1-022 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 STAMP 1-U23 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U24 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U25 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP 8D/PT-4 -" 1-U26 STORAGE SHEET VINYL 6"RUBBER " GYP BD I PT-4 GYP BD!PT-411-1,- 1-U27 STORAGE SHEET VINYL 6"RUBBER GYP BD!PT-4 GYP BD I PT-4 — 1-028 STORAGE SHEET VINYL 6"RUBBER GYP BD!PT-4 GYP BD I PT-4 DEIG PROPERTIES LEVEL 03 LLC 1-315 CORRIDOR CARPET!CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs • 1-316 STAIR 1 SHEET VINYL!VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 1-317 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD!PT-4 GYP BD/PT-4 CONSULTANT 1-318 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 1-031 STORAGE SHEET VINYL 6"RUBBER GYP BD!PT-4 GYP BD!PT-4 ' 1-032 STORAGE SHEET VINYL 6"RUBBER GYP BE)I PT-4 GYP BD!PT-4 1-033 UTILITY SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD I PT-4 1-U34 STORAGE SHEET VINYL 6"RUBBER GYP BD 1 PT-4 GYP BD!PT-4 1-U35 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-036 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U37 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U38 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 • LEVEL 04 1-415 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 1-416 STAIR 1 SHEET VINYL!VYL-1 6"PT GRADE WD GYP BD 1 PT-4 GYP BD!PT-4 1-417 STAIR 2 SHEET VINYL!VYL-1 6"PT GRADE WD GYP BD 1 PT-4 GYP BD/PT-4 1-418 ELEV SHEET RUBBER!SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 14141 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 • 1-042 STORAGE SHEET VINYL 6"RUBBER GYP BD!PT-4 GYP BD/PT-4 1-U43 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 14144 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 14145 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 ' 1-U46 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1-U47 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP SD/PT-4 INOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION 1 CO limn ROOM FINISH SCHEDULE - UNITS W I FINISH ROOM NAME f FLOOR MAT.I FIN.1 BASE MAT.I FIN. 1 WALL MAT.I FIN. I CEILING MAT.I FIN. I COMMENTS _ 14740 BEDROOM CARPET 1 CPT-2 I MDF-PAINT GYP BD!PT-5 GYP BD I PT-5 BATH TILE RESILIENT BASE WATER RESISTANT GYP BD/PT-5 WATER RESISTANT GYP BD!PT-5 CO CLOSET CARPET/CPT-2 MDF-PAINT . GYP BD/PT-5 GYP BD!PT-5 a W LIVING SHEET VINYL I MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 /� .....1 DINING CARPET!CPT-2 MDF-PAINT GYP BD!PT-5 GYP BD!PT-5 ■�.i m = KITCHEN TILE I RESILIENT BASE GYP BD/PT-5 GYP BD/PT-5I< CI ENTRY SHEET VINYL MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 E LAUNDRY TILE RESILIENT BASE GYP BD/PT-5 GYP BD/PT-5 CO C WH CLOSET CARPET/CPT-2 RESILIENT BASE GYP BD/PT-5 GYP BD/PT-5 0 Cil Li.JN Cts ( NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION I W Z mom D ix 0 IL = 0 Z W (0 ct LE _ P. 0.1 E 6'- )" r 7 -0 P. Ly35'-0° y , • �r •r 3'-6" y 2'-6" 4'-6" 2'-6"y . 2'•6" 2'-6" y2'-6"1 / WINDOW NOTES TITLE '• •• - - - - - - - - # DATE DESCRIPTION 1. SEE 17/AX-8.01 FOR WINDOW INSTALLATION SEQUENCE • • 2. SEE SHEET AX-8.01 FOR WINDOW SILL AND HEAD o \ \E DETAIL AT FIBER CEMENT AND AX-8.02 FOR WINDOW / / / SILL AND HEAD DETAILS AT WOOD SIDING o ao / / / 3. SEE SHEET A0.11 CODE SUMMARY SHEET FOR 2014 __N —fir '. OREGON STATE ENERGY CODE GLAZING U-VALUE AND ' • I I I I I I SHGC REQUIREMENTS ''r— - - - - - p - - - --g - - - -- - b • - o 4. PROVIDE SAFETY GLAZING IN HAZARDOUS LOCATIONS �I M . PER OSSC 2406.4 FIXED WITH CASEMENT FIXED WITH CASEMENT FIXED WITH CASEMENT 5. EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM REVISIONS . O FIXED O OVER FIXED O OVER FIXED fO OVER FIXED PER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS IN 1029.2 Checker WINDOW TYPES WN BY CHECK BY SCALE: 1/4"=1'-0" PERMIT SET STATUS 03.29.2018 • DATE 17052 PROJECT NUMBER 1 2 A11 . 12 ©2018 OTAK,INC. If this drawing is not 24"x36",it hes been reduced/enlarged.Scale accordingly. SLAB PLAN LEGEND , 1'-611 .....digiorgoo,-Haa .. SPOT ELEVATION . • • IL Otak Architects, Inc. 808 SW Thir. 'venue, Suite 300 / SLAB OPENING P. •land, OR 97204 /♦ m- 503.287.6825 1 www.otak.com O FLOOR DRAIN FD lIl SLAB PLAN NOTES .4• ti.., 3720 BRIAN R.FLEENER 1. SEE STRUCTURAL FOR FOUNDATION FOOTINGS a • PORTLAND,OR 2. SEE CIVIL FOR PAD ELEVATIONS 3. SEE CIVIL FOR LIDA PLANTER OF O WALL ELEVATIONS 3/29/2018 4. FLOOR SLOPES AT 1% UNO STAMP - --"ArrATA 1-1-1(-1-n- 1-1.- .. DBG PROPERTIES LLC CONSULTANT • ari) 41,1) 421 • • 1 .9 40 • 208'-6112" L 33'-4112" L 23'-5" 33`-1Q 1/2" 23'-5" 23'-5" 14'-3112" ` 23'-5112" .11' 33'-4112" 11. yr 14 - ' I ! 1 I 1 : -. --! II .,.°...=I , =III ! __,_...-. III -ill- I1I . III , I ;_ - 5lI.. _...._.. __ ! ,..111 I I {. III.., ....__ II .._ II I 1 1 1-- ---_IIl_----------.! I ; I IIi _ _[ Il { I f III —Ill I i I .I II -- -- - -EI ! i III III III I ! I I ItIi I } 11' •i 1 i —_ — , 11 ' ! ° — I Ii ' IR i _` � I --I I I ---1 I-- ---i --I 1 -- — — ! . — I , 4f I II ! 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I I EXTENTS OF BUILDING SLAB I ICie N Q Z O I II I I : I I _...._ Q CL y 10' 9" 11 10'-9" \,\ \ I I ;`` ' • I I -' Y N CO r 4' -,!- �\• 'Tr may-f . •1•- •-0 iirl C‘1 • i 63• . _ - - •l• ) ,If-111• `I. 4- =F ( '.�I�T' S' J`1 v is 1� i ,y _ Y i� - r (O - - - -t •J.' a •] :tit - - ., s-• •is l• 0 1. '°, �� _ - - 314 - •- � - -�• _ ., . . - - - ;•._:.,,',,: :,,,•.,::::..:•:;,,I1.1. 1 - ��6 -6112 2 . _ ': �,. ] r. moi:'1- .r,' n- •t,' •r•� r L1] ! i' •rim '=7 '>• i ''� UMP _ •y. ,ids, ',r _ _ _ 'S^ -k• 'k. •Y. Yip y 1•). �Ir. =),- r x • ' n - ,,-,•.• ••.-•.:• •,-',',•..,-..:,;.:„'• -:••-''',..:I '4 _ s1-e! � �•. . II� '/'� 1 • i n vim, `T-T �� SUMR - a. ,. W -t v, • • ,:, . < , 0 .....J " - ''- VERIFY ELEVATOR PIT SIZE \ C� \ / I I ' _ WITH MANUFACTURER I I 'if'. no L /��\ PRIOR TO COMMENCEMENT • OF WORK TITLE / \I I I # DATE DESCRIPTION I ! -s -0 0 • N I I ,, 1D'-2314" 101-2314" 2314" ,5'-3112" .� 2 3/4" 10'-0" ,, 2 314" 10'-0112" 2 3/4" 20'-5112" 2314# 10'-0" 2 314" 10'-0" \\.\\\\\\ ‘2\\\..\\.. „,:: \. \ N i \ \iii \ , 4 \ \\\ \, -..\\-\\\\:, \ _`\.\\\ \\ „.... -- \ ° ° \\\\\\NNT ( \� o \ \\ 4 1 1/° \ I A 1.....":,.\\\\;:„.. REVISIONS .. sc. 1% tel \ 1 .® `' I 1% , NOTE: SEE CML AND LANDSCAPE I I i 1 J i , ,_. i I _ I I __. ; :._:_.: -: _: "-- 1 I t— `I I --- l 1 1% I II --- --- _--= _ - ! , ..._.._ _.I ( I.--.. -! ii ,_.. I I ._.... - HILL-_.. ._.__ -,. , ; , ._ IIS _...— I _ ( : ._ DRAWINGS FOR DESIGN AND i { T I - ! -1 . -,_-_---i i + I i ( I ( -=' - I ' , 1 ! i _.— �.!..._. - .E...._ __ ...Ill__ , ,.__.._._..: : I I Author Checker DETAILS FOR EXTERIOR ! i 1 _ ; I I1 ` A I I- I. — -- -�1 - -; I - 1 I--I - 1 I _ -�: I I I I I:- �I I i-- -- DRAWN BY CHECK BY PLANTERS AND WALKWAYS I I I , __. . , ! I_..._._ I_. _.._1 I-,- I _.^ _..__-., _-.. __.... . ...........1 , i i _-- I_ I I _ 1 I I I I _..._ __.I I I i --- I._. -I 1 I I WI Ti-TI ; I7---- _._.- , i I I I I I i_ 3 I I •.{ I i ! I I_ . .! I 1 f I {V f _ PERMIT - - _�� J_I—, --- -- I , _ — --- _— --_— — -- I E7 I I I.__ _ t - . 1 1 { , I I I -- _. I 03.29.2018 ! STATUS I - _ `� - - _ -_ ._ ______._ - - _ -_ ----- �- - - ---_..._ . DATE --- - - --- _.. I 17052 I• I 1 T r----._ 1 j ; PROJECT NUMBER 4ID (ID (1111) 1 .4 1 .6 1 .8 0' 4' 8' el: pi-6100--, Ai _2 ■ oo b 2018 OTAK,INC. i SLAB ON GRADE PLAN If this drawing is not 24"x 38",it has been -2 0 SCALE: 1/8"= 1`-D" 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 AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. L , ,...,, OTHERWISE NOTED. DEMISING WALLS ARE • h s `� �,+ DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE Otak Architects, Inc. /\O, ! ELECTRICAL DRAWINGS. A 0\ •', �' ,• 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOL 808 SW Third 300 \ �,r- u•- , •` .- i LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER -.Avenue, Suite 97204 N ,, '` 3-•' -'- ''� DRAWINGS AS APPROVED BY FIRE MARSHAL. y-••- \ �`• (Q' -- ;' _ -',B-LDG 5-::-., % 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE -in 503.287.6825 y r 1" VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.corn a ; ' �Y" - -)." / • HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES .};•. ,•,- SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE ' ^w- 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE `, ; f ► DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48 ABOVE SWI' 1 d � :G�_ .BInIG .,� SLI ,S f..^ FINISHED FLOOR TO HIGHEST CONTROL AT GROUND .,1��,,� � + ' 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. _._.._..r......... DIMENSIONS AND OTHER STAIR INFORMATION. ei 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIRN 'FLEN�R • 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. . • DIMENSIONS AND OTHER ELEVATOR INFORMATION. LANO,OR 17. SEE DETAILIO/AX-8.11 FOR INFORMATION REGARDING 7 RATINGIN WALL AND FLOOR/CEILING A ALL TUB/SHOWERS. SEE 15/AX-8. I 9/AX-8.111 FOR 2 R WALJUNCTION BOX L. IN 1-HR WALL, AND DETAIL OF 0 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3129/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP • SEE11/AX-8.11 . 9. SEE 5IAX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). - INTERSECTIONS ,,.... 20, SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. - --. '� 1 �n._. ' 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 WI LOCATIONS SHOWN ON PLANS AND DBG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-O"FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER DETAIL Al-3.011Alk •9 .1-4.0 icp, 411110 ill 208'-6 112" 1 ` 33'-4114" 23'-5" 33'- 101/2" 23'-5" 23'-5" 14'-31/4" 23'-5114" 33'-41/4" r ir .r •r I ! l I Ii1 ! I III III IIl1 I { • • 1l ! i i tl I ( I 11 I11 ! I # • } 1I ! # 1 ! _ I ! I I f I , ! I I f�' 1 1.,:_ I: .-.�.-. ..,- # i '' I.... I _ I .= _ , , - - -' 1 - ..._• €._.___ __.._.._' 1 _ #__ -- _ _ - - -- -- • - • - ' - - - 1- -- ! - - __ • ! _ ! l';'•“7 I LIDA PLANTER ! i- I --1 1 , 1 - - I ' -1 I I I I - � : .,........_s I i...-I._... . � . : I _...... .----- � ___; I .___.__ -: : :---I � ! 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I - 1 } I ._._I # {__ .^I 1 1---: �f -,� a I I F'_ - 1 I• I-- ; I • 3'- 1 114" :..._.._. 4'- 11 3/4"-r .I1 I _ • r _' - 0 -8 114 -- _ 13 -2 • 10 -3" 13'-2 1/4" 10'1DRAWN BY CHECK BY 23'- 1112" 10'-2314" 10'-2314" 13'-2114"__. 5'-6114" 8'-9114" 10'-2314" ". -2314" 23'- 1112" t • ► 1 3, ' .... -. - , 1 ._-- I '-- I --; + 1 PERMIT SET 33'-4 114" 1 231-5" �, 14'-3 1/2" ----- ,' 23'-4 518"i -_- - ,__- 2 -5 318" , 33'- 10 1/4" 23'-5 114" -_ �---a 33'-4 1I4" �, { Jr . I 3 __ STATUS �. _.__ 11 '_:_. �-- -} _ --L -- I 1 03.29.2018 I _._________-___________---___________ ______ _-_-.-_ . __ 1_. _-- ,_,,,._,__--_--° ank - -- • - _ DATE __.. I - -- _- SIM - _ _ 42:14, • --- _-_ __ SIM A1 .02I I ---- 1 T.,..-- _ --- ,-- _ _ I �f 1 _ 3 2 I:.. 17052 4:ID 4110 • '� •4 (E[ ) VP � �e 1 ,8 I �� 4110 LIDA PLANTER PROJECT NUMBER r r r O. 4' 8' 1!Noiri.eimmi!6' Ai w■ 2 ■ 0 1 1 FLOOR P LAN LEVEL 01 .2018 OTAK,INC. If this drawing is not 24"x 36'it has been • 1-2.0 SCALE: 1/8"= 1'-0" reduced/enlarged. Scale accordingly, SITE KEY PLANFLOOR PLAN NOTES , .: . ...,.. 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS &EQUIPMENT SEE ....iiiiiierigriej iiii. r {' AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. �(/� ,� OTHERWISE NOTED. DEMISING WALLS ARE `�4 \ DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE Inc.`'�'�Q ,'� ELECTRICAL DRAWINGS. Otak Architects, I Q\ �, .-�• .,, . �'' • 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL `y LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 SW -• d Avenue, Suite 300 •\1:::='''''' '''''''''''''''' _. -'��i' .ti`\ > `� ',�,. 'ortland, OR 97204 -- • • •' DRAWINGS AS APPROVED BY FIRE MARSHAL. • \•-". '' -,' .." BLDG 5..,.. / 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE ain 503.287.6825 -� \� - - VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.corn ` HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES 1 - r 1�.. -1 %� 5„A , SHALL BE MOUNTED BETWEEN 1 AND 48"ABOVE 4a SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE • I DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE • p 1 - FINISHED FLOOR TO HIGHEST CONTROL AT GROUND r '.40 I... _ 'G 1 .. BLDG 2 BLDG 3 r,.,�-�31 1_C3_ .__-._BLDG 6 ,. �,.': - _ -_ __ .... .....- 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 37 Q 4 1 1 DIMENSIONS AND OTHER STAIR INFORMATION. 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLEENER 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • + DIMENSIONS AND OTHER ELEVATOR INFORMATION. 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 91AX-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 3129!2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12IAX-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 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. r.,-.. -`�'vJ - -n 1-- 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND D BG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE 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 141AX-8.11 FOR RECESSED FIRE EXTINGUISHER Aft Ak DETAIL cAl-3.11 � •1-4.0 • • • . • 1 1 .9 itr. 411110 0 4 I I 208'-6 1/2" 1 1 ., 33'-4114" 23'-5" 33'- 101/2" 23'-5" I 23'-5" I, 14'-3114" 23'-51/4" 33'-41/4" 23' , 3/4" 13' M 1 3/4" 1 1/4" r 1/4" 13' 1/4" 1 3/4" r 1/4" 1 " • - 1 1/2" 1 » • 1 Ir r - 1 1I2' �, 10'-2 -2114 .r 10 -213 -2 °y 20 -8 .� -2 ,, 10 -213 -2 •r 10 -2314 .� `r 13 -21t} -2314 `� 10 -2314 .� 23 -1 112n 3'- 11/4" 4'-51/4 6'-9" 5'-9" 6'-21/2" 5'-0" 5'-23/4 6'-53/4" j. 6'-8112" r5'-0" ,5'-23/4" , 6'-5314" , 6'-81/2" , 5'- 0" 10'-5" 5'-31/4 6'-53/4 , 6'-81/2" 5'-0" 5'-23/4" 6'-53/4" 6'-8112" 5'-0" 5'-2314' 3'-0" 8'-2" 6'-6" 6'-81/2" 5'-0" 5'-23/4"1,5'-2314"I. 5'-0" , 6'-21/2" ,, 5'-9" 6'-9" 4'-5114',�� ' • , •r r, ., iy . 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El 13 1 - I r - 1 1 1 2 1 14'-51/4 , 6'-9" 5'-9" °, fi'-2112" 5'-0" f5'-2314"L5'-2314"� 5'-0" 6'-8112" 6'-53/4" L 8 -2114" �3'-0", 5'-2314" , 5'- 0" , 6'-8112" �, 6'-51/2" �5'-31/4" 5'-0" , 6'-8112" 4, 6'-53/4" ,5'-31/4"�, 10'-5" h, 5'- 0" 6'-8112" 1 6'-5112" L 5'-3" 5'-0" f 6'-8112" 4, 6'-5314" •,5'-2314"�, 5'-0" 1, 6'-2112" ^ 5'-9" �, 6'- 9" 4'-5114"L Author Checker 1 DRAWN BY CHECK BY 1, 23'- 1 112" 10' 2 3/4" 10'-2314" 13'-2114" �, 14'-331/21 1!4"J 10'-2 3/4" , 13'-2" 10'-3114" 13'-2114" 20'-8114" 13'-2" 1 10'-3" 13'-2114" 10'-2314" 23'- 1 112" 1, PERMIT SET I •I I STATUS 1 1 � 1 SIM ° �Igi• . • e SIM SIM 1 Ak 2 SIM 03.29.2018 Me A1-3.02 Al-3.02 w DATE 1 .4 1 .6 r r r 411 17052 PROJECT NUMBER 0' 4' 8' 16' A1 -2 . 02 1 FLOOR PLAN LEVEL 02 ©20180TAK,INC. If this drawing is not 24"x 36"it has been 1-2.0 SCALE: 1/8" = 1'-0" reducea/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 AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. ..iiiiiisoilre-Higill ihiik --- •,,Q OTHERWISE NOTED. DEMISING WALLS ARE DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE /� ' \, ELECTRICAL DRAWINGS. Otak Architects, Inc. \ ,..-' 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL ! O\\. - ` �` r , LEGEND SEE COVER SHEET 14, FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 SW • 'venue, Suite 300 ,,.• •-'c ? `\ :.••'''' / DRAWINGS AS APPROVED BY FIRE MARSHAL. P• land, OR 97204 r , 0 -'" \ �,� ''"' . ti. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE m-in 503.287.6825 \-'' , ,- < BLDG>..•__. r`' VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.com \ Q '. ,,•'' HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES '` , \,• "' SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE .` ✓ ;•�_...;_-._-_, 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 1, �\\\\`�\� i I=3 FELIQ°{�''' _ FINISHED FLOOR TO HIGHEST CONTROL AT GROUND V. D 1 B�,AG 2 _ �_.:.BLDG 4 BLDG 6 _ti- 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS- 3720 DIMENSIONS AND OTHER STAIR INFORMATION. 6111r41V .FLEIF ' 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT ''„, 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. IiRTf," 17. SEE DETAIL101AX 8.11 FOR INFORMATION REGARDING 7 MAINTARATINGIN WALL AND FLOOR/CEILING A ALL TUB/SHOWERS. SEE 15/AX-8.1B1LY JUNCTION BOX 9/AX-8.11 FOR 2 R WALLNT IN 1-HR WALL, AND DETAIL OF 8, SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12IAX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). -` INTERSECTIONS 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. _ �.E ° I 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ,l' ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND D BG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS, ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-O"FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER (� DETAIL AI• • • • QAl-3.011 .rzr 1 1 .9 '1-4.0 icti • 0 A1-4,1 2 1 N I PRE-MFR PEDESTRIAN I 208'-6 1/2" I I i BRIDGE 33'-4114" 23'-5" 33'- 10112" ,, 23' 23' , 14'-31/4" 23'-5114" 33'-4114" 23'- 1112" I. 10'-2314" 13'-2114" I. 10' 2314" 13'-2114" 20'-8114" 1, 13'-2114" ,, 10'-2314" 13'-2114" 10'-2314" •� 13' 2112" 10'-2314" 1D'-2314" 23'- 11/2" • • • 3'- 1 1/4" 14'-5114" 6'-9" , 5'- 9" 6'-2112" , 5'-0" ,5'-2314 6'-53/4" X 6'-8112" 5'-0" ,5'-23/4" 6'-53/4" fr 6'-81/2" fr 5'-0" 10'-5" ,5'-3114",, 6'-5314" 6'-81/2" 5'-0" ,5'-23/4" , 6'- 5314" 6'-81/2" , 5'-0" 5'-2314"fr 3'-0';, 5'-1" �- - 6'-6" k6'-8112" 5'-0" y,5'-23/4"�5'-2314" . 5'-0" 4, 6'-21/2" r 5'-9" fr, 6'-9" 4'-5114",X. � y . -4 i'\&X-8.03 ' -8.07 NP • -8,03 AX-5.02 AX-8.03 - - --t. �/ TYP I -- - SIM 2 I 2 c®'- 13B-} nP c�'- �'-+ 3A m 136 1 I 13B-11 El 1 ® p ,.i - �T �. z 7 i eF-s s.e�a.':. .. - (r ,: i ai��{?y!a„.h.r.u.,a o sa ^av{ .w».,,.,i. nr.•, L, 3 RF "9S, v fou:�,. _ - rr_. • 1 .A N I I �'� l -3' 1a, � - 1 1% 1 1% a/a ry '�� ""r- N 4011371 i k 4 05=� -3076 1-3096-� o STAIR Z 2 1-311'6 7 • ~*--1-313B' 3 Cn 2 A r p it 11 CIO • 3A } 4.12 4 ,� I �J , 1-317 O I © © n © I I I I '� Z r- ww■we■ Ir+ I hiliniiMetililiiihillaiL..........1 i� c I W w°' I N T BED I I 1""! 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" �, STAIR 1 I 2 , I I N 2 1-316 . 412 3A • , 2 3A Ltill.271.7] 1 1-304 I I oa 1_306: L ... 1-308 a.. 9-310B © 1-312- .'. m 1-314 v 1 1/ _ 1/a- .v I V"' ".", ",.., - _ al(' .- = . . _ �R I _ :12 - Ili _ REVISIONS 1/a r I Z mer-. - �- - .-.^n. -�-- I _ ��,...., - _v 2 13B 13A a®-. I ® 13B I. 1- 1 t IC EC J / + 113B1 J 2 I 1 �-� I C _ „ „ ,r ,r „ „ , 1/4" " „ " „ „ „ „ 1/2" „ „ Author Checker 4 -5114 , 6 -9 , 5 -9 , 6 -2112' , 5'-0" ,5'-2314" 5'-23/4 , 51-0 , 6 -81/2 6 -5314 �, 8 -23 -0" ,5'-2314' , 5'-0' 1, 6'-8112 , 6 -51/2 15 -31/4'1, 5'-0" 6'-8112" , 6'-5314 �,5'-3114" , 10'-5 , 5'-0 , 6'-8112" , 6'-5112 L 5'- 3 5 -0 6 -8112 , 6 -5314 ,5'-2314" 5'-0" I, 6 -2 , 5 -9 , fi -9 4 -5114 , ., J , ., .I h ., .r -. • DRAWN BY CHECK BY 3'- 1 114" 11 PERMIT SET 23' 10'-23/4" 10'-23/4" 13'-2114" 14'-3112" 1 10'-23/4" 13'-2" 10'-31/4' 13'-21/4" 20'-8114" 13'-2" - - 23 - 11/2 , , , STATUS SIM SIM Alk SM 1 © SIM ®� �e DATE03.29.I DATE r r I fl) • . o 1 .4 1 .61 .8 r IIIID til 17052PROJECT NUMBER 0' 4' 8' 16' 1 -2103 1 FLOOR PLAN LEVEL 03 0 2018 OTAK, INC. if this drawing is not 24"x 36'it has been A 1-2.0 SCALE: 1/8"= 1'-0" raduced/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 .•_ AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. _immilligeddl.".":411 Ilk • /'' 'Q OTHERWISE NOTED. DEMISING WALLS ARE DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE �' ,c, ELECTRICAL DRAWINGS. Otak Architects Inc. 1 O; ` ��="� 2. FOR ARCHITECTURAL ABBREVIATIONS & SYMBOL 808 SWT nue, Suite 300 '' ` - `• LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLERT. ' ,t \••-' 1 Pa :nd, OR 97204 , \, .�� 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE DRAWINGS AS APPROVED BY FIRE MARSHAL. - \� mai 503,287.6825 w• �'�• '`�,_ BLDG ; VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, \ ,\ . f,` HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES %•-~ ,, M\�'' f> ;, SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE 1_..--: ' ,' '1 4• SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE `} ' I' DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE + , .-_._ L , , L-,---..-.1 FINISHED FLOOR TO HIGHEST CONTROL AT GROUND 1 '4101 \. .7.1,..i.q_l ,•BL, G:2 _._. LD . , - BLDG 4 .., BLDG,6 5• SEE STAIR SHEETS AX-5.01 &AX-5,02 FOR STAIR FLOOR UNITS. 3720 1**vA 1-- - 1 -_ _ . _.,_..-__ DIMENSIONS AND OTHER STAIR INFORMATION. '-: 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLEENER 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • ■ DIMENSIONS AND OTHER ELEVATOR INFORMATION. %MAK 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 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/2912018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). - INTERSECTIONS _- 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. _ ,.,-.. '�'ru- l ` "fl fl._ L. 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND v ---u- ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBS; 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 ik //© DETAIL (ID 0 0 4113 (ID Al-3.011 1-4.0 `,4„,,,ip,D,1 .9 • 1 A1-4.1 2 I I ( 208'-61/2" I I I 1 33'-41/4" L 23'-5" L 33'- 101/2" -, 23'-5" •� 23'-5" I. 14'-31/4" L 23'-51/4" L 33'-41/4" rE- 23'- 1 1/2" 10'-2 3/4" 1 13'-2 1/4" 10'-2 3/4" j, 13'-2 114" ,, 20'-8 114" 13'-2 1/4" 10'-2 3/4" 13'-2 1/4" I. 10'-2 3/4" 1 13'-2 1/2" , 10'-2 3/4" , 10'-2 3/4" ,r 23'- 1 1/2" • I 13'- 1 1/4" I I ,4 -5114", 6'-9" 5'-9" 6'-21/2" , 5'- 0" 5'-23/4", 6'-53/4" • 6'-8112" , 5'- 0" ,5'-2314" ,, 6'-5 3/4" ., 6'-81/2" 5'-0" ., 10'-5" 5'-31/4" I 6'-53/4" , 6'-8112" , 5'- " 5'-2314"j, 6'-5314" , 6 -812" 5'-0" ,5'-2314" 3'i0", 8'- " ,, 6'-6" 6'-8112" 5'-0" . 5'-23/4" ,5'-23/4",i, 5'-0" • 6'-21/2" ,e, 5'-9" 6'-9" 4i4'-51/4" •� , „ f • 2 • 2 , • 5 � • • I • AX-8.03 AX-8,07 I-YP AX-8.03 AI ak r AX-8,03 - -- -- --- ��5.02 TYP I o NP I I SIM I 2 . - 2I: E aE1l�r le _-....,v F.K .,.&, ... •.r:.,,„.- .t ,e^ 1--.� IH!i-....:»4iF,,.,.:,-.,... ,� _ s•. �voa::'�I..,.•;I cY,.� ..r:Fl IW�eui�FW1Y1'4,�,F+IMw 5iSi111iL - I 3A -401 B o �03B 4 1-405': 1-407B 7/. -409B-� o © N CO 1-411 B �-"`1-413: v- r _ r i L r © 2 3A Fil A 1 k STAIR 2 x.12 I _ 4 ,I• ' I . •- I•. . 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Ai iS-k" 03 ;i1 a �, 'I ® « I �® 21 ® a Ax-s.o7 Q w M J 4 I i f 1 .8 3A \• ,� T'-� f • �� i , '� " . - I r"� , ==x _ ....) f`, f` -€:-. -.I �� L1 r` :� j 1 i-.' .-I - • 3A E13_, 1 SIM Y N �..L• w- t r( ( f 1 f € Nit, \..., 1 i I i n.. .yimi \.->,, S I .7 \.rte L':� 1/ \� i d, ! I t.__i :`l1C J _1 N SIM rn , f • W z rn STORAGE TORAGE UTILITY CORRIDOR--STORAG STORAGE STORAGE' 2 - � - • - . - ••- - ,STORAGE 1 -CORRI�R:•. A .ALF -C 'hf�IDR� •�' Q Q• -. CPT1 Al-311[ JATALL W �S Q� S:UND' ! ALL 1NALL -4.121 - 0 -ir - ..�'.•,.:, , .,�,�.. ,�. ,.. • ....:..',,.. .: . - ,:�� 1-415 1-U44 1-U45 1-U46Z 1- 1 U42 1-U43 :' x.03 • .r U41 1-U47 �.�.. : _ . . ., . . ..: ........ CPT 2 _ - . . . . ••CPT-2•; • € r'"'. N ( 1 i cal_ � 1 I r,` I \ I , i { ; S T' € 1. '� ( ! / N N . E I€ • o - i � . a \ ' i'. � I i 26B n� 1..-.1 ! .:r , a """": .r - �1 __ -- l„ .. •"i , 1 ... 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I _.__.. _ REVISIONS L \ 3.Wa\ �- - - -v , I 1-N-- E i 111: B _ �� 13 138- 2 I © ® I i_ _• • , • • 1 I Author Checker '_51146'-9" 5'-9" ' 6'-2112" 5'- 0" 5'-2314" L5'-2314" ' 5'-0" 1,, 6'-8112" ' 6'-53/4" 8'-2114" 3'-0"' 5'-2314" ' 5'-0" 6'-8112" 6'-51/2" 5'-31/4" 5'_-0" • 6'-8112" 6'-53/4" l,5'-3114" ,•' 23'- 1112" • •' d 10'-2314" 10'-23/4" 13'-21/4" -I • 1 31'1-21" 114"J 10'-2314" 13'-2" " •i'2114" •, 10'-5" 20'-8114" 5'-0" 6'-8112" ' 6'-5112" 5'-3" 5'-0" • s'-8112" 6'-5314" 5'-2314" 5'-0" , 6'-2112" 5'-9" 6'-9" 4'-5114"1, • 13'-2" 10'-3" 2114" 10'-2314" d23'- 1112" 1 DRAWN BY PERMIT SET CHECK BY Y •, , h. • ,, •I STATUS S M� SiM au SIM 3 1 Ai SIM 03.29.2018, e VW" DATE 1A1-3.02I 17052 (ID (ID (ID r •4 1 .6 1 .8 ip A PROJECT NUMBER 0' 4' 8' 16' 1-06.1"---, A l ..2 ■ 04 1 FLOOR PLAN LEVEL 04 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been ' 1-2.0• SCALE: 1/8"= 1'-0" reduced/enlarged. Scale accordingly. ROOF AREA VENTILATION SITE KEY PLAN ROOF NOTES VENT FREE AREA(sqft) Otak NAME AREA(sqft) 1. VAPOR BARRIER AT INSULATION TO BE LOCATED ON REQUIRED PROVIDED ,-j',. WARM SIDE OF INSULATION. i.a. AREA 1 1,290 4.3 5.5 ��/� 2. SEE 6/AX-8.06 FOR PIPE PENETRATIONS. ' AREA 2 10,124 33.75 35.75 "� A ,.1.- Otak Architects, Inc. O\. .5 • ,-----:--,--6),s,,; 3. WALK PADS TO BE PROVIDED FROM ROOF ACCESS 808 SW Third Avenue, Suite 300 AREA 3 278 0.93 2.75 ''�',,%'` \'\ 21• "�, •,,. DOOR TO ALL MECHANICAL EQUIPMENT(VERIFY -• land, OR 97204 .�- LOCATION OF ALL EQUIPMENT PRIOR TO PROVIDING \,- t -`n 503.287.6825 AREA 4 358 1.19 2.75 „-- ,,".• -5i,� -BLDG 5.,•...... / LAYOUT) ,� > www.otak.com ,"" ', ' I' 4. AT ALL DOWNSPOUT LOCATIONS PROVIDE A ;''" s SPLASHBLOCK AT THE ROOF. AREA NOT TO EXCEED 3000 soft.VENT FREE AREA ` l '�\ I+ ' d MUST NOT BE LESS THAN 1/300th OF THE ROOF AREA ? .,G 1 BSG 2 .._ BLDG_3 BLDG 4. BLD 3 61.-J` 6. PROVIDE VENTILATION OPENING FROM MAIN ROOF SPACE PER OSSC 1203.2 EXCEPTION 2. _� _-- _-- -,-- _--. ._.-_ ...---. . .... 7 TO CRICKET AREAS. 3724 i BRIAN R.FLEENER s %RTLANO,OR LEGEND OFO 312912018 STANDING SEAM METAL ROOF STAMP i Is MEMBRANE ROOF SEE ASSEMBLIES - '- I 1LJ I is 1-1-1.r1:1111---Th- - r1 --Th - - - - - FACE OF EXTERIOR WALL BELOW pgG PROPERTIES .... . 2-HR BARRIER WALL BELOW LLC (RATING TO EXTEND TO UNDERSIDE OF ROOF SHEATHING) ROOF VENT CONSULTANT ROOFSEE81DRAINAX-8.05 AND OVERFLOW aoO ORD 1 I--; GREEN ROOF . I ritill BALLAST ROCK 1 .4 1 .6 0 1 .8 1 .96 • • I / I / I € 33'-4112" I 23'-5" I• 14'-3112" I• 19'-7" 3, -9112; 19'-7112" 3'-10" , 19'-7" 14'-3112" I, 23'-5112" I. 33'-4112" 1 • STANDING 1 . • SEAM METAL Aillk ROOF, TYP. I I 43'-3 112"-TYP I I I I 39'- 10"-TYP I I I I I I 39'- 10"-TYP �� 1 .0 ERIOR WALL 38'- 11 3/4"-TYP B OW-TYP 1A ' N- - � - - - -N_ -- --. -�_.__- i. - N - .. � CO L.... .. I - 0, _ -. - - - - - - - - �. - - r N 11 �� cv � 1 8 & I AREA 4 CNI 114"112" ., L J -8.i: L J Y el ) 3$' 0 31.. .r.,,. �. ABOVE , ...,,..., . _, 4" TYP 0 i •I - - I 2 Q r 41 10 114 TYP STAIR 2 BELOW, ROOFING BRANE -8.0• BELOW EXTEND 2-HR RATED JP`' WALL TO UNDERSIDE WOOD OVERFRAMED OF ROOF SHEATHING i.1 111 ao CRICKET-TYP T Z E) 7 I I � I I „A„, I4( 73) h(h--.40.-, I 1 . I AM N • -s.o. 1. (LII LEI (LI ,/:\ iiik-- OA ic:C kr r 11 U- W N T ' t. in I y� �- MECHANICAL I I • , -8.1 0 I I I Qv . EQUIPMENT SCREEN, I o SIM 4 J. COORDINATE SIZE 12 WOOD OVERFRAMED Ail WITH EQUIPEMENT r CRICKET-TYP m ��// • -5.03 , \X CUT SHEET, MAINTAIN • -8'28 s 114"112" W N Et %se w REQUIRED CLR -s N ti r r SPACE I I W Z c" LL. _ � Z 1 .B - - - - - - I - - - I - - I - - r � ...-.r.. - - - - - - _ _ I _ _ I _ _ _ I .._ _ I 1 _ .1.m cn SIM PARTIAL HEIGHT © 3'-0"X 8'-0" ROOF 0 a) `O 2 WALL SEPARATING ELEVATOR �n / 2"1 12" •• -4.12 SLOPED ROOFS OVERRUN AX s ACCESS HATCH ?"/ 12" ciceci �-- _ _ --� •r- - ii...- `� - - CONDENSER ON 4x8 PT - - 1 _ - - - I - - - I - - - - - - - - _ - - - - 1 - = O Q 9 I CURB RUNNERS PARALLEL I s I I I 0 D 1/4"/12" W/ROOF SLOPE-VERIFY I •• � I fes .-- m LOCATION W/MECHANICAL 1 WOOD OVERFRAMED �,' ; ; STAIR 1 BELOW, EXTEND 2-HR CRICKET-TYP ,IN'',, AREA 1 AREA 2 1 s RATED WALL TO UNDERSIDE I I I TITLE I - I I ss 3I4"! 12"- } OF ROOF SHEATHING `-- I ROOF VENT W/2.75sgft Al. • N i` .- (h - „ # DATE DESCRIPTION .. .� . .rLII FREE AREA MIN-TYP .74 v L�� [AREA 3 r 1') 114"112" 114"112"r� ��" � 114"112" 114"112" 1111E)' 'v \38'-0314"-TYP I I �+ L „----- in I N ' N •N1 N ` y NI I N• I N ' zl b Yi L9e! _ 0 c-28.0 `a_o Lq� J� `, !' o coo -ao ��' } bo J Pyr 114"112" J� Fy r .40-' A;�0, 114"112" 114"112" J TYP - • a I 1 Z I ---\ , .._.. a ® ® 114"112" I 114"112" •'I� �! 0 114"112" 114"112" o I oa I 114"112" 0 114"112" 114"112"< J, l* ID Tr, 1 i _„®I .: ! �� 0 I 1 R ® N Rn I REVISIONS ep A V--- _lic _ 39'- 10"-TYP I -__- ROOF DRAI / Author Checker _ OVERFLOW-TYP 38'- 11 3/4"-TYP EXTERIOR WALL > 15 DRAWN BY CHECK BY ink SADDLE I I 9 BELOW-TYP I I I I -8.05 FLASHING -TYP . ,. &.. I I AX 8.06 TYP 1 PERMIT SET TYP STATUS 33'-4112" 23'-5" 14'-3112" f 23'-4112" .e 23'-5112" .r 33'- 10112" 23'-5112" I. 33'-4112" • 03.29.2018 DATE 1 .4 1 .6 1 .8co 0, 17052 PROJECT NUMBER 0' 4' 8' 16' 1-----, Al _2105 BUILDING 1 - ROOF PLAN 0 2018 OTAK,INC. If this drawing is not 24"x 36",it has been 1-2.0 SCALE: 1/8"= 1'-0" reduced/enlarged. Scale accordingly. Otak . • 1 .41 1 .6 1 .8 1 .9411) IP RCP LEGEND ,..itaisiedae":101:4 6,, Otak Architects, Inc. 808 SW Third Avenue,Suite 300 EXIT n d, OR 97204 I / ain 503.287.6825 7'_81 p�" ' I I I I I CE OVER OD OFGN © I 1'-6" SPOT ELEVATION-ABOVE www.otak.com825 r REFERENCED LEVEL RECESSED, CANNED _ LED LIGHT FIXTURE I I a IMgr 8'-0" HORIZONTAL ASSEMBLY C 8 -0 EQ �. EQ � I \ / r 1 � _;- --, � I EQ EQ �I 1 EQ L EQ X I •t a 11 �� I _it .t,_ '/ `I II I i 1 .B — I i' �I--+,, I . . - ---�—•I 1 I I '' '� \ -! I 'r 4-11____,- I - . ; •L , �1 I II! Y I I _ I GHTING FIXTURES �� ;y 3 I} • f p a ) CEILING SURFACE MOUNTED 72 '. , ; ' '�^ -- . .._^ ... _ 1 C1 1 ri �, r -,� : W R ,,{ BRIAN R.FLEETER • • rc r� ' % : ''4 ar. _ Icil 1#1 ^ a , ; • , : . . . . ''= Pd ,. = -t it RECESSED CEILING • .�II1 I r =I --1 "- F-1I - — I, ' � I �, R. V — WALL SCONCE VIAND,OR I � �;,..��,W;,�-. I � I I !� I 1 I ill l� �I I II � I , �+� II I I ► EQ • EQ I I I ' I I 1 — RECESSED FLUORESCENT 0 1x4 WOOD CEIUNG- EQ EQ EQ 1 EQ if EQ l y::1 _ MATCH SPECIES OF -8.1 . TYP EQ EQ EQ EQ EQ EQ L FIRE LIFEISAFETY 312912018 BUILDING BASE ; ..1' . I EXIT SIGN STAMP CEILING ACCESS / RECESSED, LINEAR I CEILING ACCESS HATCHLel . I '": :, .— I LED LIGHT FIXTURE I I I I I HATCH 11 FIRE HORN/STROBE SMOKE DETECTOR GYP CEILING -- CEN rER EXIT SIGN OVER DOOR ___-r,. ...„„trs_tuf‘ r_i_iris-ILT_Lir_ 4 BUILDING 1 RCP - LEVEL 4 • MECHANICAL SUPPLY AIR CABG PROPERTIES ' 1-2.1 SCALE: 1/8"= 1'-0" RETURN AIR LLC ® EXHAUST (1) (11) .4 41) 1 .6 is 1 .8 1 .9 e. it ..,. EXHAUST-WALL VENT CONSULTANT ACEILING ACCESS HATCH CENTER EXIT IGN 1 / OVER DOO- 1 mil-.2.11 �1 Al-2.12 I I I l I I 4_Tk 1 1 I RECESSED,CANNED 1. LED LIGHT FIXTURE �-•- BEAM ABOVE 8'- 1 3/8" ' / le EQ EQ II I ll 1 1 EQ L EQ ,, Ii /X � I 41 i I I EQ EQ LI II iI ' I r I l ' i I�.. I I ` ----1 r' 1 I ,f=-_.• 1717-iii i i "' I - �' I� Y I r--1----r-+� — _ f II 1 .D _ , I7 I II I 1 I kII 17 1 III I I 1 I r 1 I-- f I I '' 1x4 WOOD CEILING- EQ EQ + EQ EQ j, EQ EQ EQ �, Q _..', MATCH SPECIES OF E�t ,�, EQ ,�, EQ EQ J, EQ 1. EQ TYP CEILING ACCESS BEAM ABOVE �I ! 1 BUILDING BASE I I RECESSED, LINEAR CEILING ACCESS HATCH I - I -�-_, - ' LED LIGHT FIXTURE I I HATCH Ir —m GYP CEILING Z I CENTER EXIT SIGN 3 BUILDING 1 RCP - LEVEL 3 �` OVER DOOR Imm D. ' 1-2.1 SCALE: 118"= 1'-0" Z 0 W Z 1 .4 0 1 .6 1 .8 1 .9 lip. 1114 m J 1 r CENTER EXIT IGN—* ♦W, / O VER D09- ilifj-1 L_ oI CICie I I 1 I I I r ; Mir I Q w RECESSED, CANNED I I I 4 0 II- 0 r , LED LIGHT FIXTURE = BEAM ABOVE ❑ W 8'- 1318" EQ ,, EQ \X/ ,, EQ EQ J 63 \ri , I J 1I !1.._._..J I ii, EQ EQ,� L 1 I I / \ I i IlL I� i I - — — I ��,1 ii �L , CO ct EJ.. ` — :I . ' ' ;_)_. ,. 1 _1. j1ra l I n —�, • cr) LU Y ti `, I I f i I , . . Fr---eggtr---e i 1 p�- i' . i I r r _ E E I I, 1 I1 I .-i r' ID — - ' - ' 2 - -, -: •-••7' . '- I- - ' . - %11111! � �t �' �I I Q Q , I 1IL=i- I• I 1.1.. O Z j, EQ I. EQ 1, EQ L EQ 1. EQ L kQ ,j I I h1x4 WOOD CEILING- Eb la EQ ; EQ L EQ 1. EQ � EQ ❑ Q •1 or ,� 14" I I MATCH SPECIES OF a -,,+, ,� •r ,� LIJ • I 1 {• BUILDING BASE TYP O J CEILING ACCESS I LINEAR I CEILING ACCESS N. Ur n II I I I I I BEAM ABOVE I ` RECESSED, HATCH n—.' - ,- -_-- LED LIGHT FIXTURE I I HATCHR. CCI • • ° GYP CEILING I CENTER EXIT SIGN I TITLE 2 BUILDING 1 RCP - LEVEL 2 OVER DOOR —, # DATE DESCRIPTION 1-2.1 SCALE: 1/8"= 1-0" (11) (1) 1 .4I 1 .6 • 1 ,8 1 .9 eis CENTER N _ OVER 000 7 -_ f �I II 1 I I I I I I i',1' 4 ',19 . A1-2.12 I RECESSED,CANNED LED LIGHT FIXTURE 'I....-...� = BEAM ABOVE REVISIONS 8'- 1 318" // EQ EQ I \X I I , EQ ,, EQ ,_ i II �j► EQ ,. EQ�� / 1 I '1 .B — ? ( I IJ 1. ; F� J� �-- I I ' I �I' �I it, / i__,. .. I , 1 I! 11 - - 1J I '� 1 ► ti II I I I — Author Checker DRAWN BY CHECK BY , . . , . I� I ;, . t ; - . . ,F :- 1;- W - - � — - -� + i'-'l = — __Y_ -H — . . ; ' ; M, : ,- p '-� . - . - PERINI SET 41:4to f, 1 I I l = in . u! • STATUS I ', ' r'I ' I III i,---11-7-ti , . 1 � ' I '---'�1 I IAft i 1 1 1 1 1 I I 03.29. 0,8 jr r 1x4 WOOD CEILING- DATE EQ I. EQ EQ _..j, EQ EQ 1'' MATCH SPECIES OF TYP ' E� �, EQ EQ EQ EQ EQ 17052 BEAM ABo1(E •� BUILDING BASE I 1 CEILING ACCESS CEILING ACCESS I ( c I 1 I RECESSED, LINEAR I I I I I PROJECT NUMBER HATCH ,--_,:L, LED LIGHT FIXTURE HATCH rld I - GYP CEILINGAi ...21 i CENTER EXIT SIGN e OVER DOOR 1 BUILDING 1 RCP GROUND LEVEL - ®20180Tngisno. — if this drawing is not 24"x 38",n has been reduced/enlarged.Scale accordingly. ' 1-2.1 SCALE: 1/8"= 1'-0" Ot a k _..iiiiiieloytte,te, i-AL Otak Architects, Inc, (111) (113 • 6808 SW Third Avenue,Suite 300 ' Aland, OR 97204 1 .4 1 .6 1 .8 1 .9 :in 503.287.682511 www.otak.com r ( , 1 1 „., „, 1 I 3720 4'-0” L BRIAN R.HIRER It { r • I I f I II I PORTLAND,OR co__ r] iii. 0 \ / \/ /\ 3/29/2018 I I _I / \ I i 1. 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I 2 BUILDING 1 RCP - LEVEL 4 WOOD INSET co ■ 1-2.1 SCALE: 1/4"= 1'-0" - Z CO 0_ z 0 (113 (11 W z 1 .4 (1) 1 .6 1 .8 1 .9irio -� 1,..4„ U Le 1 1 1 I I �� I 0 .irwiti —I CL. LLI 1 II‘t 3W Q W I I I I I I ❑ Ci) X U. X W 1 I — D YN W .1 BEAM ABOVE I I I I . / I I I - W z 1 \ / 40 \\/' ' LJ. = O Z / //\\I I 5'-Q Ll 0 I 1 I / \ I I 7 I_ , W u) rx -J 11 1 .B „ — 7 -N – — , n n: ,' u, n n n , n, , n - , n� , n t n , , 1 M - - _ .� 1 n , n _ j " - , n - , " , �i , n n , n r n .:- , n , F.-, , - ' 3 -4 • -'2 -0 ..6'- .. 1'- ' 4 -0 a. •2 -8 ,,3 -0 _ ' 2 -0 •-2 -8 3'-0 1 -4 . .- 3 -0"-' .y •-•4 --Q' 'i,' 1;61-Q - , =• .3'- '2 -0 M. . , 24 -8 ' . . '5 -0 • :3 -0 -.•,,2 -0 _.4 -Q_, _''$ •3 -0 3 -8 , - 3 -Q _ ,_ ` 1` I .,r, to; -. 1 siiiii 1. b, - 1 • i. F ao t _ ... _ TITLE Eil , ` c� I ENI! - _ ILL - - - iv__ l 4 1 1_N I _ - F # DATE DESCRIPTION Cry . ` b v • w.• t _ �i. -� 1� .' .-�•`�I', _I . - 1 - ,I 'n - r -I• � I�'------��--- �� 6. , • .. 6 Q 41:104 b 7 •', • •._-..... —is .----1L.-1 .7_ ,___. .7 7_, ii_o 1 1 ii:,., , ,•.:, , ,i ... ,,..17 1- .. , n I 1 ` 8 Se _ , ,- 1x4 WOOD CEILING- I I I �• I I 0 1 I 1 MATCH SPECIES OF , 4 - E BUILDING BASE r i I T l r 1I %► mr. - o I I I I I I I I I REVISIONS 1 -Q". ? RECESSED, LINEAR I LED LIGHT FIXTURE Author Checker I I II— ii I - GYP CEILING I I DRAWN BY CHECK BY 1 1 I I I I PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER A1 -2 . 1 2 i BUILDING 1 RCP - TYPICAL WOOD INSET ®2(}18 OTAK,INC. A 1-2.1 SCALE: 1/4"= 1'-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. ELEVATION LEGEND ELEVATION NOTESotak 1 .D 1 .B 1 .A 1 VERTICAL WOOD SIDING-WD-1 1. R PLA VERTICAL FIBER REINFORCED 2• SEESEE THEBUILDING SHEETFLOOAl-1.11 FNSOR WINDOWFORDOOR ANDTAGS DOOR I I! VERTICAL -/ 63'-6" � PAINTED PANEL SIDING SYSTEM n n 1 CEMENTITIOUS PANEL SIDING 12"X 29'-0" 5'-6" ,. 29'-0" 48"STAGGERED-PT-1 3. SIDING TYPE, REVEALS &BUILDING COLORS SHALL Otak Architects, Inc. _ UNLESS OO AROUND SE NOTSINTO RECESSED AREAS WRAP 808 SW Third Avenue, Suite 300 SIM SIM CEMENTITIOUS LAP SIDING W/6'HORIZONTAL FIBER D `•rttand, OR 97204 m.'n 503.287.6825 Aft EXPOSURE-PT-2� ©� 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. www.otak.com FIBER REINFOR -3 CEMENTITIOUS 5, SEE 6/AX-8.06 FOR TYPICAL ROOF PENETRATIONS. 1 2 / 2 � PANEL TRIM PT's - CEMENT TO HIGH ROOF TYP. 8.0 �1 8.0 44'-0 [1.--, WALL MOUNTED BIKE RACK 6. SEE SHEET AXI-8.11 FOR DETAILS AT ELECTRICAL 1� + ;...... .�., COMMUNICATION PANEL AND EQUIPMENT. r LIGHTS, . iiiiii ! -_T__ '_ ` ' TO LOW PARAPET FDC FIRE DEPARTMENT CONNECTION 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS 372 I I , I t {.. 39 10 NEEDED. r BRIANR.FLEE I R I L. , , SEE EXTERIOR FINISH SCHEDULE E 0 1 ' _ • C f ' I LEVEL 04 TO PLATE FOR FINISH INFORMATION. 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL a \ I j� 1�� 'r O - - PORTLAND,OR -i O \ `:.1 _ En''/ -, -v - / �_ / 4 35'- 10" PENETRATIONS. / I / \ -- \ �_ PAINTED FIBER GEMENT PANEL 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF TRIM AROUND WINDOWS-TYP I -=- ! _ - ._-r3/29/2018 - __ - = ---` I -- EXHAUST FAN 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED r177 f- WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP LEVEL_ _0 "ELECTRICAL ROOM." I 0- I . / 27'-9 112" - 0 \ \ @ _.-- -- - -- \ \'._ ::.,:,:_:. --0 - --_ / / @_ i'_ �� 4® 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT I �_ -_ -_.__. CONNECTIONS SERVING AUTOMATIC SPRINKLERS, A- / / _ -� __. \ --___- _ ____ \ 1 6 STANPIPES OR FIRE PUMP CONNECTIONS AND BE s, I _-- _-_- i ` -... IF • -8.0 TYP.AT FIBER VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALL - ,�, -•c`'i ,1 L --`I. --1 � ,�--- � I CEMENT INDICATE DESIGN PRESSURE OF FIRE PUMPS WHERE DBG PROPERTIES - PROVIDED. LEVEL 03 +1-, p- ! i I C 18'-6 114" LLC 12. BUILDING ADDRESS NUMBERS SHALL BE PLACED IN A € i O \ \ O . ..__;_n \ \ j / / ®� _ O POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM • / /\\ ` 1 .-- ,\ . - \ HORIZONTAL LAP SIDING THE STREET. NUMBERS SHALL BE A MINIMUM OF 4 I-i =,....-7- ----- __" METAL AWNING INCHES HIGH WITH AMINIMUM STROKE WIDTH OF 0.5 =I c -- INCHES. CONSULTANT - I - _ LEVEL 02 13. SEE 4/AX-8.07 FOR KNOX BOX DETAILS. 1 1 9' 3 114" VERTICAL H II 4 -- 1T-- - , i_ 1 i . I ..., WOOD SIDING O V r / ® O 0 - I -, I I -8.D TYP.AT WOOD i 1 i I _I _] -- --' SIDING - . 111 11 I I MIT ��- �1!1 1 1 1 1 \ --_. 1 I 1! ( 1111 J 1 ' 1 , I 1111111 GROUND LE aL L1 2 TYP.AT -8 0, WOOD ELECTRICAL METERS SIDING 6 - -8.0 TYP. 2 BUILDING 1 - SOUTH ELEVATION • 1-3.0 SCALE: 1/8"= t-0" E- Z Z 0 W F= M < I- W it. 111) it, 1 .9 1 .8 (11) 1 .6 (11) 1 .4 (1110 LZ J 411 W I 44C Ix I I I I I I I o.. 0 act 208'-6 112" 1 ❑ LL Ili 33'-41/4" 23'-5114" 14'-31/4" 19'-7" 3'-10" 19'-71/2" 3'-9314", 19'-7"- 14'-3112" , 23'-5" , • 33'-4114" PAINTED PANEL WALL MOUNTED I I I C211W co X I SIDING SYSTEM I BIKE RACK, TYP. I I I I I I I I >, COLOR MATCH ,� N W SIM SIM SIM 16 SIM J N PAINTED FIBER 1 RAILINGS TO HORIZONTAL ©� CEMENT PANEL ©� 1� 1 diVERTICAL • -8.0 WINDOWS, DARK I �� METAL PARAPET W Z LAP SIDING I TRIM AROUND WOOD SIDING ® WiR NP. BRONZE ® CAP FLASHING mom D rX WINDOWS-TYP \ Ali Alk '03 TO HIGH ROOF Um I 0 Z \ AM . i ,• f •I II 1 1 80 80 -1 I I I--I 't SIM P 1 TY 8.Dco I I I ! ' I 1 11 ! 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TYP.AT FIBER N....__--- SIM CEMENT LIDA PLANTER Al 0 1 A oi .3 0' 4' 8' 16' ■ 1 BUILDING 1 - EAST ELEVATION ©20180TAK,INC. Ifthis drawing is not 24"x 36",it has been SCALE: 118"= 1'-0" ' 1-3,Q . reduced/enlarged. Scale accordingly, ELEVATION LEGEND ELEVATION NOTESO. a- - .k 111111111 VERTICAL WOOD SIDING-WD-1 1. SEE BUILDING FLOOR PLANS FOR DOOR TAGS .,..iiiii00110;y4 166. VERTICAL FIBER REINFORCED 2. SEE THE SHEET Al-1.11 FOR WINDOW AND DOOR • I - -I li CEMENTITIOUS PANEL SIDING 12"X SCHEDULES. Otak Architects Inc. 48"STAGGERED-PT-1 3. SIDING TYPE, REVEALS & BUILDING COLORS SHALL ' HORIZONTAL FIBER REINFORCED WRAP AROUND CORNERS INTO RECESSED AREAS 808 SW T ' - •venue, Suite 300 I CEMENTITIOUS LAP SIDING W/6" UNLESS OTHERWISE NOTED. P, land, OR 97204 m,in 503.287.6825 EXPOSURE-PT-2 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. \ www.otak.com • I1 FIBER REINFORCED CEMENTITIOUS 5. SEE 6/AX-8.06 FOR TYPICAL ROOF PENETRATIONS. PANEL TRIM-PT-3 WALL MOUNTED BIKE RACK 6. SEE SHEET AXI-8.11 FOR DETAILS AT ELECTRICAL .,i ) LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. i •Ir: O ' --.-1)3 4E0 1 ' FDC FIRE DEPARTMENT CONNECTION (1% 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS 3120 SEE EXTERIOR FINISH SCHEDULE NEEDED. BRIAN R.FLEENER' ., 63 -6 FOR FINISH INFORMATION. • 8• SEE 6/A .06 FOR ELECTRICAL AND MECHANICAL i X 8 . 29'-0" . 5'-6" 29'-0" PENETRATIONS (�RTLA�f ,OR R R PAINTED PANEL I ,I SIM SIM I 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF 0 SIDING SYSTEM METAL PARAPET 3/29/2018 CAP FLASHING 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED �+ WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP r "ELECTRICAL ROOM." . ® - TO HIGH ROOF . -8 0, ! 2 44'-0" 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT I _� rTl-�:: / -8.0 TYP.AT FIBER ,.,,,.,.., CONNECTIONS SERVING AUTOMATIC SPRINKLERS, I j ; i ` CEMENT ; STANPIPES OR FIRE PUMP CONNECTIONS AND BE ! - i I I TO LOW PARAPET VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALLL _fl-Lr~ I" -_ - II '1 39 - 10 - -' ` �. L1 PROVIDED,DESIGN PRESSURE OF FIRE PUMPS WHERE f LEVEL 04 TO PLATE m L g�a PROPERTIES _ /,,j I\ 1 1 , ` - �Q \ -- -, 1 Hid M1 jar / O i 35'- 10 12. BUILDING ADDRESS NUMBERS SHALL BE PLACED IN A LLC V \ V \ _- ;•/� / POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM i / `-F-- - / \ \ I I THE STREET, NUMBERS SHALL BE A MINIMUM OF 4 HORIZONTAL LAP SIDING / - - - INCHES HIGH WITH AMINIMUM STROKE WIDTH OF 0.5 ` ^ = , - -1 C - - _ � _1 INCHES. CONSULTANT I T-" LEVEL 04 13. SEE 4/AX-8.07 FOR KNOX BOX DETAILS. __ Cr- ` I.. I ' _ ''i til - 27'-9 112" S- `` , r 1 / 0 0! O4 s PAINTED FIBER CEMENT PANEL \ - "/ - " I I © TRIM AROUND WINDOWS-TYP /' / -_ I 7 _ I=� -� _ i • -8.0 TYP.AT FIBER CEMENT - I _ LEVEL 03 I Cr FYp _____„ i ' 18'-6 1/4" 0 \ \ ;V \ \r-____= T --- / =V / O EXHAUST FAN ,› -I I iW I} _ i METAL AWNING ! _ - - III EV -_____._.-..... - 9' 3114" H I ® \ .:7 .-, ,, 2 \ / / _ \ •� 2 • -- -8.0 TYP.AT WOOD 4. „-_,,- -c- „, ., ` i r � .. 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TYPICAL ROOF CONDITIONS SHOWN-SEE ROOF PLANS FOR ROOF CONFIGURATION AND PITCH. „digigiordie•Ko.„--A ilk 2. SEE A1.01 AND A1.02FOR ASSEMBLY TYPE DESCRIPTIONS E' 3. SEE 9/A8.11 FOR OUTLET BOX DETAILS. OtaI ctS, Inc. 808 i Third Av= ue, Suite 300 4. SEE STRUCTURAL DRAWINGS AND BUILDING Porti d, OR 97204 ELEVATIONS FOR ADDITIONAL REQUIREMENTS AND mai 503.287.6825 p INFORMATION NOT SHOWN HERE. .ww.otak.com 4.B 4.C 4.B 4.C 5. ARCHITECTURAL ELEVATION OF 0'-0" IS ASSUMED AS THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL DRAWINGS. SEE CIVIL DRAWINGS FOR ACTUAL • ti it' We BUILDING ELEVATION. w y 3721 I I 13 I • BRIAN R.FLEENER'4 - - TO HIGH ROOF • • 8 44'-0" PDRTLAND,OR AX-8.06 OF 0 PROVIDE GYP BRD DRAFT117 STOPS BETWEEN EVERY 2 J I "'' J � J iilll" 3129I20i 8 UNITS PER OSSC 708.4, OVER-BUILD iii i C----- I I. 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DRAWINGS FOR ACTUAL Otak A hit: ts, Inc. h F _, 1=11a r sm�er F1 �.J. , 1. 4 r 1 _ C _ '� c „ 88' -'' -'rdAve ue, Suite 300 O ►. • 3. HANDRAILS TO EXTEND A MINIMUM OF 12 AT THE TOP Portia d, OR 97204 L -, I . OF THE STAIR AND THE LENGTH OF ONE TREAD AT THE 1 1main 03.287.6825 1 BOTTOM OF THE STAIR, SEE DETAIL 5/AX-8.20 5 AX-5.01' - T- I '5 AX-5.01 • - rrw.otak.cam r i i r 4. HANDRAILS TO BE 3'-O"ABOVE STAIR NOSING SEE r DETAIL 8/AX-8.20 `-__. /�- 6 5. SEE STRUCTURAL FOR STAIR AND LANDING FRAMING •.� PARTIAL - u� u� ..---/ ' '1 6 . . hQ,n��--1 ‘6) '6) _ 6. 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ARCHITECTURAL ELEVATION OF 0' -0" IS ASSUMED AS CD ' - 13'-7" THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL 4r CORRIDOR STAIR 2 DRAWINGS. SEE CIVIL DRAWINGS FOR ACTUAL RI CLEAR WIDTH - --�- 1 . . 0 BUILDING ELEVATION. Otak -CtsInc. 13'-7" PEDESTRIAN SEE BOB S hird Ay= ue, Suite 300 ` BRIDGE [ }- ---. 73. HANDRAILS TO EXTEND A MINIMUM OF 12"AT THE TOP CLEAR WIDTH PLAN ® SIM W/ADDITIONAL{2) Porti. d, OR 97204 I LAYERS 5/8"TYPE'X'GYP 1 OF THE STAIR AND THE LENGTH OF ONE TREAD AT THE main •03.287.6825 _ - I I BOTTOM OF THE STAIR, SEE DETAIL 5/AX-8.20 1. Qtak corn I ` AX-5.02 I - I . I l ' 4 N 4. HANDRAILS TO BE 3'-0"ABOVE STAIR NOSING SEE 13B I -5.02 13B I J •. DETAIL8/AX8.20 tik 1 F dR ---- 4x WOOD T&G DECKING 5. SEE STRUCTURAL FOR STAIR AND LANDING FRAMING �' I SOLID WOOD INF I , �..._ .. .. - "�a _- _-_- '� -SEE STRUCTURAL SEE • .J1 i' L.r , '' PLAN • MEMBER' SEE 6. 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',,mow 1 - �• - 1- `I .•`` © �`� - - �' , `< Author Checker 1 Va71 STORAGE ,CORRIDOR - I ELEC .>;. CORRIDOR - 1 - 1`, `` i i- DRAWN BY CHECK BY .•, r' TYP, OPP I j l i- ®; - .x 21 21 -4• - • ' • ® a � u PERMIT SET ,-., '; ' " ELEC .I :�`.,I STATUS R BASE PER .01 /‘ I �� cQ Z iv ' -, _ SCHEDULE I {. g 03.29.2018 FEC FEC I - ¢ DATE I 23 I' I 21 I ° [FT, TYP I ti AX-8.04 `v _ x, . . , ,j; _ _ j rn 17052 I ,--y*,-,..:!,....‘" + ; _ - �� 1 .r GROUND LEVE - `; 145: -� i • �m G . - • Q• V• y• •. • .. •. \.`� 0' 0„ PROJECT NUMBER 1x)4.14) '1x1Jih! 1 ,,,lk ilk 1 SIJ.,, "5 11= , f5 r....4 H 1rvwci , .4.i Vr w _ I', ,ease,- -� uu 1 _ . ,:),..... I ,:__ i v •-1 •''• -?Y• • .•.,•' • r "• -' _I -'---__ 1 -I I '--- {_ _ I- I-- _1 __ I __--- i I i- _ - E. i -I _.. i -_ -..._ _.I i __• I j_-,-.. III . I„I'_. ....i I.. ..»..,.I € ..._--i ..' i-...-__ 1\X=5 . 0 2 i I__.- ~...' i_ ..I I __ �I ....._.._..'..I 5:_ __ . „._�- __. NOTE: STAIRWELL IS MIRRORED AT BUILDING 5 NOTE: STAIRWELL IS MIRRORED AT BUILDING 5 ---I ,_ ------I I _ -- I 1--I , I--I , 1- ' 1 1--- I----�1 , ;.__ , , i , ;...._.._.1 , -_ __-__I fu. 1 1 I -I I ( I I .._......__ 1. I ..__I 1--- FT_ . I ,._ -- I ---I -.- � : i---I i .- -1I. 1 I1- 1 I -- i I--I I :--I I I- -I I . 7-7 1 . . I- STAIR 02 ELEVATION 5 BUILDING 4 STAIR 02 - SECTION THICKENED SLAB AT BASE OF ©2098 OTAK,INC. STAIR PLAN LEVEL 03 STAIR PLAN LEVEL 01 B STRAIRSEE STRUCTURAL !f this drawing is not 24"x 36';it has been 1 . _5.0, SCALE: 1/4"= 1'-0" * _5.0, SCALE: 114"= 11-0" * _5.0., SCALE: 1/4"= 1-0" i _5.0., SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. • otak Otak nts, inc. 808 S hird Av ue, Suite 300 Port! d, OR 97204 mair-503.287.6825 ww.otak.com z BRIAN R.FLEENER4 . . . . 0 • < z.>•<- %ORTLANO,OR SHIM MAG .: REQUIRED OF 0 MAG HOLDER •, .:E • - _____. 3/29/2018 _.•v .._ BACKING PLATE . STAMP FOR POCKET : .-:•• CLOSER 1/4"STEEL ____,------.. :== SEE • •---. OR 3/4" PLYWOOD - = • PLAN • .:!- • SMOKE DOOR- SINGLE FINISH PER 1.. - • •. ---1-ArrifRljThr-in-Liell--, _. .; . SCHEDULE ,, 11 SINGLE RABBET I. ,i DBG PROPERTIE HOLLOW METAL I ." -: FRAME . 1 - LLC 7 _ ..._ EDGE MOUNT ye-I 1 CONT. HINGE /8" 1 ,,\) ›- 2 , CONSULTANT ___ r_ _____ ,77,..-1 1 w > Ill ELEV DOOR PENTHOUSE ELEVATOR PER MFR 1 1 _'; • HOIST VENT MECHANICAL AkAd • AX-5.03ak • -5. ELEVATOR HOIST BEAM SEE03 LJ • '= . ., rill '; EQUIPMENT PER MEP CORRIDOR ,--: • 1 •- SHAFT STRUCTURAL - , r ET M CHANICAL - 1 EQUIPMENT PER MEP . v - i TO HIGH ROOF „ _ _ _ ._ TO HIGH ROir____T__p. TO HIGH RO ___m,, i 1 44'-0" -r I 44'-0" ' 1 44'-0' ''''' ..,.., Alk _ • • 6 ELEVATOR FIRE DOOR DETAIL . .1.. _ 7-71-3- a AIM \ AX-8.21sim A _5.0 SCALE: 1"= 1'-0" .. .5.,...X-8.06 AX-8.21 ' -8.06 17:271 I -:.'.. I/ •, 6 TO LOW PARAPET 1 4. TO LOW PARAPET .__ _,- TO LOW PARAPET dal f ir r-- _' 39, io. _-.1- - :- „. 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' - ' '`4 ' 1 I • ..t . 3 112i79rtWP_I - [ Author Checker , .1i,.„;`-'..,4,-;,e,•,_...• ,:. :::4•A:::a..1•4!.i -. ,ii-1-.:.....•,.-... .: ,...i ' '' A l''A -"•::.--71i-f----- - j Elt.-::31 "': tit'rr.4Pn. --.T; 4.4i.:::.,:.wa...-..•*.: r:,....,„,„..,.„ ..„,„.....,..........:„....„ s . , .111,1L;I'''tii.4iC16:701dlitrii 41:114-10 710,471-rt i'LLH174:1.1.,41-1,,L.:12,;-Arif , , . ,.: . A .- DRAVVN BY CHECK BY ' --4IiikaTWIV = a. a NOTE: VERIFY I -ii_Ai,i,-,.I ••••-al-irk:41, 7---,LilgsiA Ar--F -.-7-411Miirriir-,,,i :-Taii.c--,,ilik,,,,„,0,1114..-_: 4-4:PATAKPOLI*1441 IA tli_LW Nil -,7_.fi.,1 To_114-,A. ir:.) 1 1 •.- iti!...:.,. . .!. -_. :_i, 7.•-•1 1 1 - - iTtzfri,,,,,.„ti-.1 ix, ELEVATOR PIT AND PERMIT SET Ali Illk. 1211! a-Ja.p.21:".,•iii[4- : ,i - , • 4, ticLAVAPTi F'. SUMP SIZES WITH STATUS • -4,,4: -zr.ri- MANUFACTURER. Vi 4 , ' '' V,' .' .. . .' L.P../ ''kW •V 03.29.2018 it-,iil-5=14,;-.; , • .. , -. • ; - • '', .1 - ; • • 4-• .,:. DATE AX-812• I 4.1141M .-: : ..-t • .7. 1.,,, ....,,•• 1- ,.. . - Of TYP' 11 1 Al - - - - ,_,,,,,, -. • _. •__ - ._ . __ '.1. -. : 1411*:40-T : • ' - . •• : ''' i . '' A , 4ia WATERPROOFING 17052 'tit -.e:till:,;lytaF-Aililf-11.41i14tilL11111,i,Itilli.". . : 4 4 4 -7• Ii I4- - - - - 't• ' ;'", ,tqf._:_r_l;,.:-1, --`-1 - i•dir,-,-,fiLL. .).111-.1p1TE,4-•:17 PROJECT NUMBER 'TIE;I:*.lnil.:47' Ilivatio,1&7-lu'lIFtg, 21)(25(2' SUMP PUMP PIT 1 i'''' i,' ,,Ilig•=,11ilLIFill ViblI7014L01:,,,-41.'9471.iiriP' BEYOND •-,Te-t-L-0-----411.--4V 1. - , -.,-,-.7 -• ,, ,-4,-,.• . ..,,-. • 5 MECHANICAL SHAFT SECTION 2 4 MECHANICAL SHAF(T:''411.-''' '''S' ECTION 1 3 ELEVATOR AT TYPICAL LEVEL 1 ELEVATOR CROSS SECTION , ©2018 OTAK,INC. _5.0 SCALE: 1/4"= 1'-0" . -5.0 • SCALE: 1/4"= 1'-0" A -5.0 SCALE: 1/4"= 1•-0" A _5.0 • SCALE: 1/4"= 1'-0" • If this drawing is not 24"x36",it has been reduced/enlarged. Scale accordingly. FILLER 30" _ / GENERAL NOTES - UNITS , . �".„ _ _ /' �' �1. �, MN A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF °talk ___ . ...,,,.. \ _ 1. ROUGH OPENING UNLESS OTHERWISE NOTED. .........rdos,,116, • / 1 \, / B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS .� /f' \\ \� �/` OPEN LEGEND SEE COVER SHEET. Otak Ar . • • = ts, Inc. --� -- --,----- - --- -r- BEYOND .` / �� C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Ave e, Suite 300 �.� �� ' / SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia OR 97204 '� 'r N-- v \ SHEETS. main 3.287.6825 :r.Mr.otak,com D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE _ _ AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. ao n. _ _fir � coo i H I ■ & O O *0 0 E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL �r 0° INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 3720 FLOORS. BRIAN R.fLE1R4 .` o ~ DW \ter ---�• ��, F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND « + <�� ,f' M `� ,' ,� OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS PRTLANI},OR - _ (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON _- -31,-3,---3.6.. �` ,� WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF a IrABOVE FINISHED FLOOR. 1. 31 1/4" 30" 30" [ 12" L 24" ERIF24" MFR' 30" „1r 18" 1_ • 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 CONTROL AT GROUND FLOOR UNITS. 4A 4B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION INTERIOR ELEVATION KITCHEN REGARDING OUTLET BOX PLACEMENT AND DETAILS ,� 11/AX-$.11 & 121AX-8.11 FOR PLUMBING PENETRATIONS FOR ONE HOUR RATED WALLS. )J - �- SCALE: 1/2"= 1'-0" A I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 04 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 01 BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 01 Q1 DRYER REQUIREMENTS. CONSULTANT 02 02 I '•%- 02 ) K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. ' ..- 12 \ L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. I M. ALL FAUCETS TO HAVE LEVER HANDLES. I C1.11___)- 0 N N. WATER HEATERS TO BE STRAPPED TO BLOCKING-TYP --� 13 I I WALL SEE 6/AX-8.13 '''''''''''''''''''''' .""t- ..1 1 0 • i I 05 i I i I i CID \ !` L JI L J L ----‹ L I 'r /' r - �I I I o , L J n .�\ /, R • o /. l I 0 . - o /" (- INTERIOR ELEVATION KEYNOTES V ..._____ _J I � ! `�� .` ,, r- / 1. SHOWER CURTAIN ROD 1 S" I_ 22" SHOWER CONTROLS •F 2. TUB/SHOWER ENCLOSURE 60" 35112" f, 38" 15" 30" 15" 4 34" VERIFY W/MFR VERIFY W/MFR '' ^ VERIFY W/MFR 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 3C 3D 1/AX-8.11CO 4. LIGHT FIXTURE CENTERED OVER MIRROR 1- INTERINTERIOR IOR ELEVATIONS BATHROOM 5. TOILET PAPER DISPENSER© 18"-24"AFF M • SCALE: 1/2"= 1'-0" 111 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 23 -5" C t. 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING EQ EQ •r 10'-0" .,A0- EXTENDED DECK yr 12'-8 3/4" �� 10'-8 1/4" I- /- EXTENDED DECK 8. REMOVABLE CABINET, CONTINUE FLOORING r ABOVE WHERE IT r '`� '� WHERE IT OCCURS UNDER CABINET. SEE 2IAX-8.11 Cle OCCURS - Alb N GUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUEDill< in • -8.0 OVERBUILD SLOPE } , I in I IT OCCURS BEHIND APPLIANCE , I r# Ir / 10. RANGE EXHAUST HOOD < E6 SLOPE 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" _ 1- r g 1 I MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL U) N - - ' • • . ' • • ' -8.0 -8.0 LII DECK OTHER UNITS 0 Z a _____; - DECK AT SILL 0 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" I N W - , • .. ' • _I - • -. LEVELS 2-4 to I 'a MAXIMUM AFF. OFCI r-... Cl) M1• " , . , .. ; • 13.WASHER 1 DRYER co Z ix - 14. PAPER TOWEL DISPENSER 8 O to LIVING ROOM oo Q 15. SOAP DISPENSER W N. 1- 16. SEAT COVER DISPENSER = 6 m : •, : ' • -$ 1 BEDROOM o 17. TOILET PAPER DISPENSER ti I- • ' - ' •'LIVING ROOM - .. , _ _ �r 2, 0F, s' D„ i O 0 10 TITLE _ , - 'BEDROOM t - 126B IL 26B BELOW i" ' - • •' • • . = • - .••, • c� UNIT LEGEND # DATE DESCRIPTION -• 3,_D., ----- - i `. _ ; - i - ---- DWrlii,1 Co BR CL2 O SMOKE DETECTOR W r_ . G4 _ y • .EQ' r • ;; • -, __ 41 - i I 1 -,,� ._i C ' CEILING SURFACE MOUNTED LIGHT - - CLOSET - . - • , - --1-1 FIXTURE i �� _ - _ t AX-5.11.. }- - i r r , KITCHEN Z I ,r °D ^, u. 1 : WALL-MOUNTED LIGHT FIXTURE - ' •• • ' -'_ KITCHEN _ �._ FOF ! 1 I--- 4A - 4 o REF '� 24 H- 26B- W/ MR GYP ON REVISIONS 1 LU _- _ DASHEDSIDE 1 MOISTURE GYP BOARD -EQ EQ • � 0 � ` A. CLOSET IL - • . BATH _ �- -sr ENTRY ED a r ., _ 3 i AX-5.11 3BAuthor Checker w � . .. - •' .; - . - � ELECTRICALPANEL SEE 1 . tit 141AX-8 1 N BATH I I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY ,, )2 .. 1 ; EQ `'E{2 _ W ",' , � €.i . EXHAUST PERMIT SET c� I v - ENTRY. � w �. r, i L V J I I I EXHAUST-WALL VENT �; CI -- i I STATUS 4-' ' _. ! ! ` 03.29.2018 i I y I DATE 0 I 1 EQ EQ CENTER i 17052 OVER ..- I MOISTURE RESISTANT PROJECT NUMBER VANITY i i I GYPSUM L5'-2314" f 3'-81/2" •, L 5'-5112" J �, 9'-01/4" Ax.5 . 11 '4110 UNIT 1 BED - TYPE B - RCP UNIT 1 BED - TYPE B ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been SCALE: 1/4"= 1'-0" F SCALE: 1/4"= 1'-0" reduced/enlarged.Scale accordingly. 1 114" 30„ FILLER f 7 GENERAL NOTES - UNITS �\ ', •� \ A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF �' \ ROUGH OPENING UNLESS OTHERWISE NOTED. O '�-•-'� `/' \\•�- 8�-' -''y •� .- 10 // -- `\ . \ / B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ` LEGEND SEE COVER SHEET. Otak A • Cls, Inc. / , , ,, OPEN - , t- --T- -�------,=- BEYOND C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue, Suite 300 ` `\•1 11,' ' ��'/ �\\•0 �/// / \ SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Pc =nd, OR 97204 .1._ _.,,_ v / \ SHEETS. ma .503.287.6825 www.otak.com o O D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE o - 1 I.• / 08 / a. AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. cd ki __ O o �` -31.-- E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL V4711e' o Q INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR int ' 1,.r\ \ o g o /1 , /,f �\ 0921 FLOORS. :RIAN17FI. NER4 W H '/ F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND --- - DW \� t OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE ; a \� �`� ,'� \�� '� FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS PORTLAND OR �. ,- (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON r�.R - - - - - - WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 ABOVE FINISHED FLOOR, 31114" Jr 30" 30" L 12" ,, 241 14'VERIFY 30" jr MF REMOVABLE 1811 STAMP 312912018 REMOVABLE VERIFY W/MFR G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 4A 4B *SEE 16/AX-8.13 FOR SINK CABINET DETAILS H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS a- INT E R I O R ELEVATIONS KITCHEN 11/Ax-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS --- y�. � T �� FOR ONE HOUR RATED WALLS. M SCALE: 112"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 21.)--..„. 04 J. SEE 17/AX 8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 02 ® DRYER REQUIREMENTS, CONSULTANT 04 •;q X K. SEE 3/A 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. BLOCKINGT K _ i / 11 N. WATER HEATERS TO BE STRAPPED TO ,....../ 0 WALL SEE 6/AX-8.13 NI a / to i - 7 (1).L) l /A/i I / co �� n Z L J r L J I 05 L J 1 I 09L_ V INTERIOR ELEVATION KEYNOTES J , _ .. .. .... „ . - 1. SHOWER CURTAIN ROD L 28" L 16" I 2. TUB/SHOWER ENCLOSURE L 60" 35„ 36" 1 44„ VRFY WI MFR VERIFY WI MFR '' REMOVABLE '' 3. BLOCKING IN WALL FOR FUTURE GRAB BARS SHOWER CONTROLS REQUIRED AT GROUND FLOOR UNITS ONLY, SEE 1/AX-8.11 CO 3A *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B *SEE 20/AX-8.13 & 8/AX-8.13 FOR SINK DETAILS 4. LIGHT FIXTURE CENTERED OVER MIRROR 5. TOILET PAPER DISPENSER© 18"-24"AFF INTERIOR ELEVATIONS BATHROOMW 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING • SCALE: 1!2"= 1'-0" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 2 EQ EQ 10'-0" t111111111 . 1 •� 23'-5" q 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ i UNDER CABINET. SEE 2/AX-8.11 Ye 12'-8 3/4" 10'-8 1/4" V GUARDRAIL 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q 0 ' -8.0 IOVERBUILD SLOPE _ BEHIND APPLIANCE � r ILI SLOPE ,� -- \ I .l% 10 RANGE EXHAUST HOOD < LIJ • - t © f 11. 34" SINK RIM AND WORK SURFACE COUNTER TO BE Y ,,- 1 1 NCr) N _ . • _ _ • -$-0 -8.1 a I OTHER UNITS ALL TYPE A UNITS,AND 36"AFF.AT ALL ; '\,o,,,,11-..-_-1--..., DECK Q = M ca :, AT SILL ' - '-E : • ,' . , DECK co. 4 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" J I N MAXIMUM AFF, OFCI N- . z I'r T F� 'r- �' ��. UJ � QZ 13, WASHER/DRYER �■�■� ICt 14, PAPER TOWEL DISPENSER a 1 . w 15. SOAP DISPENSER r (� I- LIVING ROOM I BEDROOM = o Q LIVING ROOM ,• 16. SEAT COVER DISPENSER f` 0 Z -`. _. . • • . ,_ ; # •' 17. TOILET PAPER DISPENSER 7112 2'-8 L 8 -0114 * o . - - TITLE - .. - - _- . _ _BEDROOM '_"z . , z iol . ‘ • . - , ; . a r UNIT LEGEND # DATE DESCRIPTION 741P BR iioN '. _• r ' DINING __-.- ...._____ _ .__..._-,.. CL3 SMOKE DETECTOR 0 6' D �. N DINING.,' . - •• . .EpI 1 • • : • ' �i - ',i - . : " Q• O O -. - - _ 32CEILING SURFACE MOUNTED LIGHT `` L 266 LL ii W WIRE SHELF Q FIXTURE 4 B BELOW I " IcX E � . -�' `n D - ME [6]Eil •T i---,? _._, WALL-MOUNTED LIGHT FIXTURE risa �ii� o m ' u-"::.r_ N ,W MR GYP ON _ - • • '�- i71' _ • . :BATH': ---� REVISIONS - _ - r-1 _____ ons SIDE MOISTURE GYP BOARD , KITCHEN _ , _ • . N i - __��=� _ Bq �; •• •' 4 _•' CENTER i � , i .� i .i i i I s• - - . ar -'ENTRY - , - --EVER ' ; ., ' 1 ' . , ,• 1 __ ' �_ c_ • • -, - ;"' ' _ 5,' �_ VANITY KITCHEN AX-5•12 ;; ENTRY ' _ __ BATH`-7774 i " .3A -_ r ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker Co i r COORDINATE WITH ELECTRICAL DRAWINGSDRAWN BY CHECK BY kr- W �.Ea "'• B EXHAUST PERMIT SET LLJ _ , , _ [1.4 © REFIsit!gl = STATUS .1 - .----. - --- ' ' - ? I i 1 EXHAUST-WALL VENT ! • y , ,` I 03.29.2098 ' I z d � I DATE 1, EQ LEQ �, EQ EQ1. EQ EQ I i . \I\ , 17052 MOISTURE RESISTANT PROJECT NUMBER I L , GYPSUM x 8'- 11114" 5'-5112" 9'-0114" c. q Ax.5 ■ 1 2 UNIT 1 BED - TYPE A - RCP UNIT 1 BED - TYPE A ©2018 OTAK,INC. 410If this drawing is not 24"x 36",it has been SCALE: 1/4"= 1'-0" _ SCALE: 1/4"= 1'-D" reduced/enlarged. Scale accordingly. 01 \ GENERAL NOTES - UNITS C 01 /� 04 02 - C.91_)- *-----..--."---...„..,„....,.....0 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. _411 klik B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS • IJ 12 LEGEND SEE COVER SHEET. Otak A C •Cts, Inc. 05 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue, Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po =nd, OR 97204 SHEETS. m-, 503.287.6825 www.otak.com BLOCKING-TYP i ' O D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE I I Z G7 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. L i I SHOWER �� _n { i E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL d CONTROLS �_ -- -- - - - - - J r I 1 1� INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 372{ r I e o FLOORS. :I�IAN R.FLEI:Nt4 E Ir F l ` - ' .'�� p F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND + OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE '� 0 l 4 1 FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS %PO:RAND,OR {TELEPHONFJTELEVISION OUTLETS RECEPTACLES ON WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF l ✓f \ J ABOVE FINISHED FLOOR. 'v ', 3/29/2018 -i 21" 21" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 35" 41" 30" 12" 60" -/' • RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST VERIFY W/MFR ^ VERIFY W/MFR CONTROL AT GROUND FLOOR UNITS. 4A 4B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS \ INTERIOR ELEVATIONS BATHROOM 111Ax-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS r _r � \ FOR ONE HOUR RATED WALLS. `� SCALE: 1/2"= 1-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D B G PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 1 114" 30" J. SEE 17IAX-8.13 FOR WATER CLOSET AND SHOWER FILLERR ' BLOCKING LOCATIONS AND TYPE A UNIT WASHER I DRYER REQUIREMENTS. CONSULTANT / \ K. SEE 3IAX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. \ / L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES II 0 \`; - ,/ \, �,\ _ \; `. r--( 10 / �. \ \ AT ALL FLOORS. ' '� ` •�� 1- • M. ALL FAUCETS TO HAVE LEVER HANDLES. % ,� , OPEN } ,�_ - _ - �-___T_ .BEYONDell N. WATER HEATERS TO BE STRAPPED TO \\\�� / `�\, ��,/ \ WALL SEE 6/AX-8.13 ' � �-- , \ p< 11 ) o o / . /ai / nI , 'ixQ o \Z5 Q V o �� I N. o a O �,-1 r.� o a 4 a ,1"N, I� ` c INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD �� . _,._-,.... +r 4r--+4.-.--N- 2. TUBISHOWER ENCLOSURE L 31 1/4" 30" 30" 12" �,` 24" L 24" 1_ 30" 18" 3. BLOCKING IN WALL FOR FUTURE GRAB BARS VERIFY WI MFR VERIFY W/MFR "'VERIFY WI MF REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 3A 3B 4. LIGHT FIXTURE CENTERED OVER MIRROR KITCHEN VI EVV 1 5. TOILET PAPER DISPENSER @ 18"-24"AFF ■ SCALE: 1/2"= 1'-0" L 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING imm tiP 20'-5 112" q 33'- 10 112" 8. REMOVABLE CABINET, CONTINUE FLOORING Ak 12'-83/4" ., 10'-5112" .� 10'-8114" 1 UNDER CABINET. SEE 21AX-8.11 V GUARDRAIL WHERE -8 0 OVERBUILD SLOPE IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 BEHIND APPLIANCE a ll '1 • ! L___---..___.._....._ �� i 1r • 'r 10. RANGE EXHAUST HOOD4t 25 SLOPE - _ • • • i ! 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" Cl) ;_i MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V _ DECK { a.o DECK OTHER UNITS.' : ' .. , . . • . • AT SILL a w M LEVELS 2 -I = CV � =' • . '- ', _ � , '. � ; � � 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" N . • ',Eft ; '. :-iii - ',�Q'- • :•: :; I MAXIMUM AFF. OFCI 1"--- F- Z m ` . J C f , , „ ' ! ` 'I ______21/4. A IE ,I '�� Il IF u I , W 0) Z • . • . = • • • • . _ • j ` 13. WASHER 1 DRYER �� 0' Q EQ (�I cs o ` 14. PAPER TOWEL DISPENSER CL I + I w 24 IIIA-_ 15. SOAP DISPENSER UJIr, IY ;• r 16. SEAT COVER DISPENSER N-- 0 Z a o 17. TOILET PAPER DISPENSER LIVING ROOM r 1 r = = 1 1 ` : , . _ - =- - �` r LIVING ROOM ,- `,..-• BEDROOM 1 BEDROOM 2 i _ , _. • TITLE ��--- 'BEDROOM 1' , : - BEDROOM 2- • . ao ,' 'C - • • C7f ---MC # DATE DESCRIPTION 1' = • W , 6'-0114" r• fa UNIT LEGEND • 26 cv ® SMOKE DETECTOR 1 2. 0" 6'-0„ A CL3 - �' _ �• . CLOSET '•- " = ' :CLOSET1 "- ti CLI \/C CEILING SURFACE MOUNTED LIGHT • _ a 26B BELOWi'llWIRE SHELF t FIXTURE li-1 ��` _ '' t BR al. WALL-MOUNTED LIGHT FIXTURE • • - Eft• . �Q • s� ` ;• r _ . � rill � 3 � � I CLOSET "' • I ! AX-8.12 _ I BA It WIRE SHELF MR GYP ID REVISIONS DASHED SIDE W • T ,Y. -__ : --- 3B r-; i -'r�_ - ,, i MOISTURE GYP BOARD r KITCHEN •, • •- ENR - , :\\ • •. - . . . • • i , I i I I N __,___i_- ENTRY � /•4 I I �i BATF' � I Z -j ; e- • ' • W Ax-5.1i i Author oil � _ ._ _ 5 1 Checker �' _ • _ KITCHEN I iv � EELECTRICAL PANEL SEE 14/AX-8.11 ° � ar AX 13 Ki CH I � 'B E0 1 ' - d�cm_ I I COORDINATE WITH ELECTRICAL DRAWINGS N BY BY i L -_ __ _....__ bt,- ? 2a BATH DRAW CHECK F W REF 4 p - - o • EXHAUST ET W a, - I STATUS - ----1- - - • d _ � 7 � W CWH T I 4 ' ' - I EXHAUST WALL VENT I ?'I�C i s I I i. 1 d ' ° I I I I 03.29.2018 CENTER 33 ''' b I DATE OVER : 1 I i 17052 r 1 VANITY I I i i MOISTURE RESISTANT PROJECT NUMBER GYPSUM --a' EQ , EQ .R4, EQ �, EQ n' 3'-0" ., EQ EQ L. - - _i 8'- 11114" 5'-5112" 8'-9112" 10'-8114" q q ikx.5 . 1 3 lelIfUNIT 2 BED - I - TYPE B - RCP UNIT 2 BED I - TYPE B 02018OTAK INC. • SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" reduced/enlar ed. Scale accordingly. this drawing is not 24"x 36",it has been 1 otak I LE- 30„ GENERAL NOTES - UNITS FILLERr �. A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF / ROUGH OPENING UNLESS OTHERWISE NOTED. vaaiii....11°4 lik , „ 4. / .� �'~�` B. FOR ARCHITECTURAL ABBREVIATIONS & SYMBOLS �. --� I _- 00 - _ _ ,D Otak Ar ite ts, Inc. �-___ \ LEGEND SEE COVER SHEET. OPEN ,� C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 , , ird Aven e, Suite 300 -` ----T- BEYOND -`-t_ ,-- -- SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia , OR 97204 .. ,/ , 08 SHEETS. main 13.287.6825 \.II Q' / `A Q•,' : Jw.otak.com ND - as D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE / \ AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. -,-- / \ DS � p - F-CD 6 E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL J 4, 0o • I • / �J m / _ g INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 11‘ �- iv •+ �j tj +} FLOORS. 720, - n o 0 0 BRIAN R.FLEENER' 09 �- F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS, AND O A �`. �''1 Q �'i .. / INo u4, OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE * • F- FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS POR LAND,OR DW - -- _ (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON .` �/ M WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF Q ABOVE FINISHED FLOOR. ._/ �' i _, - - -- 3/29/2018 , I .,_ „ ..... _,,, , �,,.._,r G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP / jrRANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 24" 1, 24" 30" ,8" 30" 30" 30" CONTROL AT GROUND FLOOR UNITS. VERIFY W/MF REMOVABLE VERIFY WI MFR REMOVABLE VERIFY WI MFR H. SEE DETAILS 91AX-8,11 & ,0/AX-8.11 FOR INFORMATION 4A 'SEE 16/AX-8.13 FOR SINK CABINET DETAILS 4B REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS fm-L1-1-P-11-1- FOR ONE HOUR RATED WALLS. INTERIOR ELEVATIONS KITCHEN I. SEE 5IAX-8.14 FOR TYPICAL INTERIOR WOOD DOOR [ABG PROPERTIES ► SCALE: 1/2"= 1'-0" FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE , AX . ONSO BLOCKING7I -8LOCATIONS13FOR AND WATER CLTYPESET EAT WHASHER WER I 0, pi 04 DRYER REQUIREMENTS. CONSULTANT 02 02 7 K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. - --* 12 L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. SHOWER CONTROLS M. ALL FAUCETS TO HAVE LEVER HANDLES. AND BLOCKING ON SIDE WALL ---- N. WATER HEATERS TO BE STRAPPED TO MIWALL SEE 6IAX-8.13 08 BLOCKING-TYP 09 Nc_ 05 L_ J L _I I n014/.::. . os -- 6 ' s r l /. / /7, I 0 v- ti fo h C) INTERIOR ELEVATION KEYNOTES , - / • \. ,- , L J ... ,. �‘ ,` 1. SHOWER CURTAIN ROD 18" L 4 34" 60" 4. 36" 15" fi 2. TUB/SHOWER ENCLOSURE VERIFY WI MFR VERIFY WI MFR REMOVABLE C 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A "SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B ;SEE 20/AX-8.13 & 8/AX-8.13 O.H. FOR SINK DETAILS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO INTERIOR ELEVATIONS BATHROOM 4. LIGHT FIXTURE CENTERED OVER MIRROR SCALE: 1/2"= 1'-0" 5. TOILET PAPER DISPENSER @ 18"-24"AFF Ill 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 2 5 33'- 10 1/2" 7, 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING F !, EQ EQ di 4��, 20'-5 1/2" 12'-8314" 10' 5 1/2" 10' 8 1/4" 8. REMOVABLE CABINET, CONTINUE FLOORING UNDER CABINET. SEE 2/AX-8.11 re GUARDRAIL 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q ❑ i • , -8.0 OVERBUILD SLOPE ,� BEHIND APPLIANCE a £ SLOPE - Ws I. r r� - .__- !r IL 10. RANGE EXHAUST HOOD < I-U . ` - . _p , . _ • i _ 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" _ � � ` DECK 1 • !-' i i DECK `� MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO N o I -8,1 { a' • r OTHER UNITS Z i. _ i AT SELL ' O ` � M �__. _ N s / j 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" J = N '---. - MAXIMUM AFF. OFCI h - rr . `..._ ;-�- fri • „ , , 13.WASHER/DRYER 14. PAPER TOWEL DISPENSER CO LIVING ROOM a' ,_ •` • _•,. • • . ' LIVING ROOM 26B- 24 15. SOAP DISPENSER W N- 0 16. SEAT COVER DISPENSER ti (9 Z ,. _ BEDROOM 1 BEDROOM 2 _ - ' • -. - •. ' , _ T '.�[]'��(�/ r - -------- 17. TOILET PAPER DISPENSER N H } ` < T l r Zo p •• ` O - _ • -:\-4'-6" _ TITLE BEDFOOM 1 - f' ' Q1' - '..',- ' 0:. ,' • - - _•. _ • • ,-, , .BEDROOM2 y • • ti UNIT LEGEND i j • ` # DATE DESCRIPTION r = _ • 6'-0314.. ,,� _ �. . . " + ' :' DINING - -_ - _. _i,, ,� Ect N L3 L O SMOKE DETECTOR • DINING , • . - • - . • • _ `5 .2'-0" 6'-0" I, i 1 : '\ ' ' CL3 ;" : ' ' ' a r F ! ; '. f - ) CEILING SURFACE MOUNTED LIGHT . ;. _ , � p ►•: It 26B BELOW 01 LL ih WIRE SHELF :E r N FIXTURE liaU1 ,i` • - , • ` • • - / = •, - I '. ---�o . , - ; ; BR . .._........_... WIRE SHELF 7�C "[ © I I WALL-MOUNTED LIGHT FIXTURE It *.--' �,_ - ---- I Ir 1 o Q I �■� aA - . i �' EQ_ % . .. _ -' EQ EQ :� DW J 1 AX-8.12 i /' 1` MR GYP ON C7 - , ail of REVISIONS y. Lu _ MOISTURE GYP BOARD • t „ - _- _ENTRY. _BATH . _ s. d 3 KITCHEN Ax-5:14 ENTRY m m BATH • ` w r•d, u \ I �f i o0 • ` C i ; 3 - � B ELECTRICAL PANEL SEE 141AX-$ 11 Author Checker COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY KITCHEN_ : - -4B w �� s i ; ' 4• = i _. -�- $ _ ° HAST 00 W D _T ® EXHAUST PERMIT SET REF .- - -- STATUS - _ _ _ 11-1:7•,"-t i_ ii s - 26 ' I B • Q -• � � I Ili I EXHAUST WALL VENT 0, ? -114 , ._ r- } ,• ,• 03.29.2018 I: I DATE CENTER =o c-*r OVER , \-- MOISTURE RESISTANT 17052 VANITY r c' GYPSUM PROJECT NUMBER 8'-11114" 5' 5112" ' 8'-9112" 10'-8114" .1, A)(....5 ■ 1 4 6 UNIT 2 BED - TYPE A - RCP UNIT 2 BED - TYPE A ©2018OTAK,INC. If this drawing is not 24"x 36",it has been _5.1 , SCALE: 1/4"= 1'-0" i A = l'-0" reduced/enlarged. Scale accordingly. GENERAL NOTES - UNITS 01 01 A 04 ) 02 ( 02 )-- 0 • 10 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF I ROUGH OPENING UNLESS OTHERWISE NOTED. ...0100.01100.4 Ilk 12 ) cc ' ` a // \\ c '' `- .- 'mss // \\ \\ ��_-�L_ �' 0 0 , _ '_.. _ \,_ `_--�` --_ B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS } ',r-- // \\` , LEGEND SEE COVER SHEET. Otak ' It {,S, Inc. /'J '\,- --- L, --- C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third Ave ue, Suite 300 / . / SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Porti d, OR 97204 05 1 � / \I 0// \\0 0/ 0 /�-( 11 SHEETS. main •03.287.6825 / r ' .otak.com ----........................L........„ D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 047- O AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. r 1 io r ``-� n ,r �r °i oILL �r E. SEE 1IAX-8.12 & 2lAX-8.12 FOR NON-RATED WALL * •ice h L INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR J SHOWER L J 1 3 I ; I ti I p I 0 0 o m FLOORS. 72+ Ek . r J1 CONTROLS �_ o _ '� '� BRIAN R.FL ENER L J 1 = fi L - u ci F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE ' ' l i F��----- DW - FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS VIAND,OR (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON . .. . .., -- WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" ‘....___ J . , IIII I .. . . .,, -, ,... - - - . . - ABOVE FINISHED FLOOR. .. . _.,� . �I ;. , • ,, , „„ , , •. ,, ,. 3/2912018 l 4 j21" 21" ! 30" 24" L 30" 1, 30" 24" I, 21" 1, G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 60" L 35" 1 41" 30" 12" VERIFY WI MFR VERIFY W/MFR .11. WI MFFF RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 1 VERIFY W/MFR '' VERIFY WI MFR '' /- CONTROL AT GROUND FLOOR UNITS. H. SEE DETAILS 9IAX-8.11 & 10/AX-8.11 FOR INFORMATION A- REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 S. 12/AX-8.11 FOR PLUMBING PENETRATIONS -�'"'"�,r-- f i- 3A 3B 4A FOR ONE HOUR RATED WALLS. I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN FRAME DETAIL AND HINGE JAMB DIMENSION. LLC Go 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 c INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO C■ 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ 5. TOILET PAPER DISPENSER @ 18"-24"AFF W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 32'- 103/4" l 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ 6'- 0" 1': ' " ' "10'-0" irirrlr 22 -2 112 10 -$ 114UNDER CABINET. SEE 2/AX-8.11 • GUARDRAIL WHERE 5'-0" ,,1'-8'',. IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q 0 1 I • -8.0 rOVERBUILD SLOPE BEHIND APPLIANCE a LY 1 �i ` `� 'x I 10. RANGE EXHAUST HOOD • r • , . SLOPE CC <IC = - •• - • SINK RIM AND WORK SURFA E OUNT RTO BE 34" CC Y a MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N 5 : . = DECK -S.o �, .- r) 0 of) a. DECK OTHER UNITS Z ' , (W AT SILL O . = N 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" N I., • • • CO LEVEL 2-4 I MAXIMUM AFF. OFC! ti , ,: .,. ... _ . ,..L . ,-. 1 . :, . - . .- , - : - -,..- " -, ; ,- . (.. "_ . . . . . . , , ,. , •. r. ,` ,• . - .: DINING LIVING ROOM II ,, • r 13. WASHER/DRYER u. o Ly_ � � ; 14. PAPER TOWEL DISPENSER O . -� • , • • - BEDROOM 2 DINING LIVING ROOM ' N - - Ett ___ 15. SOAP DISPENSER L W I- . , , . . • Ea - EQ - �, © Q ....., 1, �- 3'-3 1/2" 16. SEAT COVER DISPENSER • ti C7 Z - W t a - [D ' BEDROOM 2 r 17. TOILET PAPER DISPENSER F ~ Ir' _ _ ' , F ).• . - _ _ ---� AX-5.15 ' 4 • • TITLE ' = _ , ; KITCHEN 4A r-----.-._._...----- A ___ It' _KTCHEN.,_ > Q �Q • t'. ; ' ti • � . ��,�a..Ir®�.:,= .-- r _ 1 IUNIT LEGEND # DATE DESCRIPTION w I 1 € 11 1 I 1i. i t I (f."' 6'-0 114" T- . _ I I I I 1 , - r r 1 I Co • • eQ - ' , J ,._ , r , „ - • • - , • • - . • • ,• -` , ., •- I 1 1 F ., _ ._.._._..._ _!.FCIF_ _�` • _ - EQ „ ir: �_: - - __� ._... g SMOKE DETECTOR ' • •'�. f • -- -- J , , - r J ' J •. 1 - -0I k) ")._1-1 _ REF 1^ • Ta • - ? Qo o N \ r C NTED LIGHT - 7�' �- u? i T )1:(1)1 CEILING SURFACE MOUNTED ww�.uw.. m v FIXTURE A I:4 r WALL MOUNTED LIGHT FIXTURE .. I I ; ;mss. „ - MOISTURE RESISTANT / E -- CLOSET aW .. . • BEDROOM 1. '-' = : - -. ' `. - ,v • . . ' • ' ,' CLOSET' ; w .a GYPSUMON ' ENTRYMR GYP REVISIONS . W ' = • w WIRE SHELF DASHED SIDE MOISTURE GYP BOARD - - t _, �e . :A o BEDROOM 1 24 '' �_ I I I v b J z ' BATH w _ w - {ij4 I N I .--=1-, I ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker ENTRY.r EN vi w r COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY 0 .. _ • , • , . , , • . _ - _ ,` . • - • - -� io w BATH 136 1 0 W - ' - ' - , ' . . I PERMIT SET • ISig EXHAUST •I J 4 J W • c WALL VENT •, C7 � � Icg.. , -b, � STATUS TUCOI 1 I I EXHAUST- y,�.,� I 03.29.2018 r v !• i I DATE LI \- CENTER1 1 MOISTURE RESISTANT 17052 • OVER 1 i `- GYPSUM PROJECT NUMBER VANITY ti -ANEQ EQ EQ 1, EQ 10'-10" 2'-6 114" 5'-4 314" • 3'-5 1/2" 10'-8 1/4" c. A)(-5 • 1 5 UNIT 2 BED - II - TYPE B - RCP UNIT 2 BED - II - TYPE B ©2018OTAK,INC. , lip If this drawing is not 24"x 36",it has been SCALE: 114"= 1'-0" SCALE: 114"= 1'-0" reduced/enlarged. Scale accordingly. GENERAL NOTES - UNITS Ota k . A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED, .„0001000.4eA kih. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ( LEGEND SEE COVER SHEET. 01 �--� 01 04 Otak Ar 1 -cts, Inc. 10 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW hird Av= ue, Suite 300 ( 02 02 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Port!- d, OR 97204 .' l ,� � SHEETS. main •03.287,6825 ` p , , � , _�-- - .otak.com 09 / ' `�' .� `� D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE .' �\ /^`� ,' 08 � AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. ( 05 )--� I -I / \��,'• �`�w ,'/ \`��V`,'� f'• / 09 � E. SEE 1/AX-8.12 & 2/Ax-8.12 FOR NON-RATED WALL 1 I 08 �� INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR . .� 72n FLOORS. BLOCKING-TYP 05 09 ) o � � � F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND • OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE cd FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS PRAIIIt�' - - 1,- SHOWER r - - - ^ -�� n L / I F ,,r ----(“T. �r TELEPHONEITELEVISION OUTLETS RECEPTACLES ON CONTROLS E_ J r N. ,.--. ' OT) �' O r ai WALLS SHALL BE MOUNTED BETWEEN 15 AND 48 d 4 ABOVE FINISHED FLOOR, L J 1 r ' I +J - u �� '�� ` Q 3!2912018 0 G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP ' - RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST .` /1/0. o / DWTr CONTROL AT GROUND FLOOR UNITS. - - - - -) - - H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION 1 J• V •� _ I ♦. REGARDING OUTLET BOX PLACEMENT AND DETAILS ` 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS _r- -( -- � Ll -� f L-- JP 60" 35" 30"MIN j), 12" 1'-11 112" 1, 1'-4" 30" Jr 30" ir 30" 30"MIN 24" I. 15" Jr- FOR ONE HOUR RATED WALLS. Y! VERIFY W/MFRdt-- i' REMOVABLE 18"MIN VERIFY W/MFR REMOVABLE VERIFY W/MFR REMOVABLE ''VERIFY WI MFF ' I. SEE 51AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D 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 ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES lel; SCALE: 1/2"= 1'-0" • : SCALE: 1/2"= 1'-0" AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 C> INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO 4. LIGHT FIXTURE CENTERED OVER MIRROR Imm 5. TOILET PAPER DISPENSER @ 18"-24"AFF W • c 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING ` 5'-0" ,,1'-8",, 6'-0" / 9'-9" 32'- 103/4" , --j• •� 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 22'-2 1/2" / 10'-8 1/4" 1 -8 0Allk GUARDRAIL 8. REMOVABLE CABINET, CONTINUE FLOORING Ce OVERBUILD SLOPE { UNDER CABINET. SEE 21AX-8.11 . SLOPE rp...._.. .•......._.. _.. ... I ��• " r .._.. �i� , �a - tI .-ar 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 ... _-- BEHIND APPLIANCE CL w E` / A a 4)I ? I = 10. RANGE EXHAUST HOOD �" 1' : _ , - DECK I k d DECK 15 Q W AT SILL i :l'. �•= r ,n 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" �/� `,. i - ' I MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V♦ Z .' _ - _ : -- OTHER UNITS DINING LIVING ,J Q 0 cn : ' , .. .' , ,.*.,---.,___,._-_, _ • ,_ ' ' - _ T 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" J = CNV • MAXIMUM AFF, OFCI I~ LIVING BEDROOM 2 --26B BEDROOM 2 13. WASHER/DRYER W U) c Z ' ' rao 3' 3 112" 14. PAPER TOWEL DISPENSER O w : , , . � 6 _ 15. SOAP DISPENSER . ce I- - AX-5.1 iii N Q co 16. SEAT COVER DISPENSER i N- Z EQ, , ,r - - -�-�T KITCHEN °' co (� • _ , _ 4A 7711 17. TOILET PAPER DISPENSER n` ~ r -1 1 r I TITLE T f :KITCHEN . • _ DJ i 1 I -i , I - r 1` { • LJJ LLLJJ_ foo 64" N� # DATE DESCRIPTION D UNIT LEGEND "it ;� ��__�, - -.c-_,,_- - REF °• -_ CL4 r ----�=.- -H ' .1-7- _.--.r,-fir,-�T-_ +y _ _ _ ti _ t ---T-' -- - - ..:1,--' _�- __._....» _ � � DwI-� � � I w_ ._ -- I �� ' T o o 00 - i �_._ ____. _..__ ._ SMOKE DETECTOR I : , i. ,. . . .. _____$r - Ao ' -^ .. - • W I I -� ch �' CEILING SURFACE •q F T- - ♦ _i` BR 1 - j )2 MOUNTED LIGHT • ' r .. . - 1 I ' I FIXTURE ' : - , , ; • - , - COj .• , _ ` ' (Li MOISTURE RESISTANT / i i I WIRE SHELF `h a BEDROOM 1. / I ------ = ut . . _ . �r + f GYPSUM I i 1 1 ____-.--_ - ______._-_��,� 1 :-�- ' -� WALL-MOUNTED LIGHT FIXTURE .�11 ,• , _ ,' _ -, •11 r r,J J ' _ , , I - I•Q I,- Q ''- 1 •, -' -' - • _ ! 1--__--.___.__--"� l -. T J �__,- .. _'� BATH' ' o o I , - i' `- MR GYP ON i cn a r AX-5. DASFD REVISIONS _ 1ENTRY w i . .. . MOISTURE GYP BOARD • 4 - ' a . . - • BEDROOM 'I .: BATH---3B-; I o �. w I . cn t- r �• y I' Author Checker C \ w f,(i` g I I ELECTRICAL PANEL SEE 141AX-8.11 'J ' _ J _-- I .� COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY " ' 1 ..,- ,ns-, . ."y i __} I r.3Lii3� PERMIT T a E i SE - � a a • • - - - . •r' - - � - � EXHAUST 4 r ' r y '� r STATUS 1 I CENi'ER " --IQ 1 117I EXHAUST-WALL VENT I OVERI 03.29.2018 VANITY MOISTURE RESISTANT I DATE EQ EQ �, EQ f EQ .0._ � I GYPSUM 17052 10'- 10" •2'-61/4 5'-43/4" , 3'-51/2" / 10'-81/4" PROJECT NUMBER -A' ./- z UNIT 2 BED - II - TYPE A - RCP UNIT 2 BED - II - TYPE A Ax_5 I i 6 -5,1 SCALE: 1/4"= 1' " • SCALE: 1/4"= 1'-0" -0 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. C.1:ILD ( 01 04 GENERAL NOTES - UNITS (22.2i-....,\,,, , ,.- otak 02 f A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ( 12 ) ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS .. # /// LEGEND SEE COVER SHEET. Otak A • ects, Inc. BLOCKING -NP C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third enue, Suite 300 05 > SHEET VERTICAL AND HORIZONTAL ASSEMBLIES P land, OR 97204 p SHEETS. m 'n 503,287.6$25 08 15 314" 15 3/4" Ci www.otak.com 1 _ D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE SHOWER i I r I i AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. r 1 CONTROLS - i 1 Al c E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL '' ` L J �_ - J ��'� �� p INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR r a i 3721 i F� FLOORS. BRIAN R.FLEErot NER El 1i 1 ,. o M F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND L J , 1 `. �' OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE *VIAND,OR IilliI �~-'� FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS • 1 (TELEPHONEJTELEVISION OUTLETS RECEPTACLES ON ;- )'* 19 112" L 21 1/2" WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" ." Jr _,J; ABOVE FINISHED FLOOR. 60" 35" 41" 30" 12" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH 3/29/2018 VERIFY W/MFR VERIFY WI MFR STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 4A 4B CONTROL AT GROUND FLOOR UNITS. INTERIOR ELEVATIONS BATHROOM (OPT A PER 10 04. 11 .3. 1 H. SEE DETAILS OUTLET .11 X PLACEMENT FOR INFORMATION -- REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS ___ � � � JL_L.,,,_• SCALE: 112" = 1'-0" FOR ONE HOUR RATED WALLS. ` I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PRO PE RT I ES 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. O 7--- D L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. .. //. \. .' M. ALL FAUCETS TO HAVE LEVER HANDLES. .\A /' \\\'0 �� / [1, J N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 - COI O I _pi 77 nQ n •l co I e r I o O © tri A N. -1 r, N\ , . , . d h OW - - . ZD C---) INTERIOR ELEVATION KEYNOTES . •` •6 Ic 1. SHOWER CURTAIN ROD 30" 30" -/' 30" 30" L 24" Fill, 15" 2. TUB/SHOWER ENCLOSURE VERIFY W/MFR VERIFY WI MFR 'VERIFY W/MF 3. BFGRAB BARS REQUIREDLOCKING ATINWALL GROUNDOR FLOORFUTURE UNITS ONLY. SEE 3A CO 1/AX-8.11 �.�wa 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ INTERIOR ELEVATION KITCHEN SCALE: 112"= 1'-0" 5. TOILET PAPER DISPENSER @ 18"-24"AFF to W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 43'-5" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 4'-6" 1'-8" 6'-7" �� 20'-5 1/2" 22'-3 1/4" 10'-5 1/2" r 10'-8 1/4" 8. REMOVABLE CABINET, CONTINUE FLOORING Ce .r- y UNDER CABINET. SEE 2/AX-8.11 A. GUARDRAIL WHERE I I I • _8 0 IT OCCURS OVERBUILD SLOPE 9. BASE AND WALL AND FLOOR FINISH CONTINUED ❑ BEHIND APPLIANCE a Lr 1 " - - - ► U 11 11 ," _° • 10. OD w _�=: RANGE EXHAUST HO r i .i I• SLOPE 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" --, MAX AFF-AT ALL TYPE A UNITS,AND 36 AFF.AT ALL V DECK I -8.0• w DECK I OTHER UNITS Z AT LS J N 2-4 I REFLECTIVE SURFACE MOUNTED 40 J I N CO - • ' • •- 1'). EVE 12. MIRROR W TH F !�MAXIMUM AFF. OFCI N z . . • • DINING LIVING ROOM • 13.WASHER/DRYER o Cr , -., .,i: .-, ',- . ; ® -,-..- - - -..- -. - 14. PAPER TOWEL OD F ,- 24 I-- m 0 EL DISPENSER DINING'. . LIVING ROOM, :, _ ;, N _ 15. SOAP DISPENSER W , • BEDROOM 2 BEDROOM 3 = o Q 16. SEAT COVER DISPENSER f� (7 ^,i • • :, _ .. . 3'-3 314" CCI - • • ,r • tO �' 17, TOILET PAPER DISPENSER r - I- II b _ _ T TITLE �. t KITCHEN • - • ' - , � . ;' . d BEDROOM 2- , - _ _ .W: •' f--f----r- = ;.�_,_-, AX-5.17 r „ UNIT LEGEND # DATE DESCRIPTION �`3 :+_, ;1=a• • Q`. • • • -BEDROOM 3;,', _ w ; i 1 -- s -2 5'-91x2' _ W - •. �. - 1 1 E I i I - W 2' 10" , a ' FO N N KITCHEN. - . - '. I I - I ; ; ; ,. .,-,Air:-.---; . a' V -7r 6 SMOKE DETECTOR _-_-- , . ....9., - REF 6 C �, k --T l U J 0 Q - N --_ ",' WIRE SHELF CEILING SURFACE MOUNTED LIGHT ' ! r O I �.... _ 1.--J W R' - ,► - �'� WIRE SHELF FIXTURE '� , : ' ' � `� . ' • CLOSET • :y �d . w _ --4 MOISTURE 26B () z WALL-MOUNTED LIGHT FIXTURE . RESISTANT - iii O- ENTRY g a GYPSUM ENTRY in 6 ,. . . - . , L1.1 r MR GYP Oh! `� % EQ • tea R I . a CLOSET a 6 BRfai CL1r- --- 41 . ,__, 7- -- . . ., .. ._ .._ .. . BEDROOM 1 " •* y'' , - _ m REVISIONs . , . . . . . , .... . . . _. „.. .. • -' - _ _ DASHEDIDE • w . L ____._-_____. r j MOISTURE GYP BOARD • . • r BEDROOM 7 ---Ea - ---------- - L ' BATH 1 I '' '4 - Author • • : ' ' , ,. . . .• , . ,. . • . r.BATH 2i\I Ili IX Lti _ I 1 ELECTRICAL PANEL SEE 14/AX-8.11 Checker s i COORDINATE E WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY . - (� \ZI, rr- - - _ • - BATH 1:4(6 BATH 2 as , O 3I _ , OPS A ! OPT-A: 1-- --' inPERMIT SET W • - - -. - R "- ., W ' -�' - - • - ' :. • • '. , ' - ' _ • . � M � � ® �- .� i ® M EXHAUST I (DCD o o STATUS a U i I o ST S L --L----- i 1 � I 7 ! EXHAUST-WALL VENT " r )"I'C. 1r`C00129.2018 , jr- DATE CENTER • I OVER EQ EQ OVER ► EQ EQ 17052 1 VAIIITY '`-'�- CENTER VANITY i MOISTURE RESISTANT PROJECT NUMBER EQ IGYPSUM , EQ EQ EQ • EQ EQ L '{ ^ •' "r 10'- 10" ,2'-61/4" , 5'-5112" 3'-11" 10'-51/2" 10'-23/4" 1, q Ax..5 1 7 r UNIT 3 BED - TYPE B - RCP UNIT 3 BED - TYPE B ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been • SCALE: 1/4"= 1'-0" • SCALE: 1/4"= 11-0" reduced/enlarged. Scale accordingly. /-( °4 > GENERAL NOTES - UNITS • Otak . 01 01 01 04 01 > C 04 ) // 02 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF Z C 02 02 ' 02 > 'I• NI I ROUGH OPENING UNLESS OTHERWISE NOTED. i '► B. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOLS ® LEGEND SEE COVER SHEET. Otak A ch ects, Inc. AM 12 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third • enue, Suite 300 /// SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Pc ..-nd, OR 97204 I I BLOCKING-TYP -----�Ilia /// � i SHEETS. min 503.287.6825 IN BLOCKING -TYP - I I I I www.otak.com / f-- .--(I I I I I I D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 08 O 4 11 I I --� 05 > AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. I I C3 U I lif Er r _ _ �� I• �� j - - _ _ _ 05 1co �� L I _ I r _ , r -- - _ y--� E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL *•4. • 4 L - - -sii - SHOWER L L - - - - - - -_1 - J _ I L J INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 312 • SHOWER BRIAN FL FLEENER CONTROLS o I 05 �� 0 1 o I CONTROLS FLOORS. J1. I 08 `�J ��'' v ��`.\ ,1,/ J 0 '� U { L F. LIGHT SWITCHES, ENVIRONMENTAL.CONTROLS,AND ..---.---'-'1 ' \' I OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE VIAND, 0 FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS OF 0 o ,�'�J o I (T�LEPHONEITEEVISION OUTLETS RECEPTACLES ON WALLS SHALL BE MOUNTED BETWEEN 15"ANQ 48" ABOVE FINISHED FLOOR.L. , . , imii J .. .- . „ , • .3. ' 3!29!2018 Jr i _di; 25 1/2" I_ 16" 21 112" 20 112" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP ./- Jr 60" 34" 12" 30" 41 112c. 60" 12" 30" 42" 35,rJr. RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST VERIFY W/MFR VERIFY W/MFR " REMOVABLE VERIFY W/MFR REMOVABLE " VERIFY W/MFR CONTROL AT GROUND FLOOR UNITS. H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION 4A 4B 5A 5B REGARDING OUTLET BOX PLACEMENT AND DETAILS 111AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS 1 IL FOR ONE HOUR RATED WALLS. - 's-�� r��-' INTERIOR ELEVATIONS BATHROOM 1 (ACCESSIBLE PER 1003. 11 .2) INTERIOR ELEVATIONS BATHROOM 2 IPSCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D B C� 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 K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. 10 J.. L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. -_ / . - - / . . r , . . M. ALL FAUCETS TO HAVE LEVER HANDLES. , ,'r' ` ' .' N. WATER HEATERS TO BE STRAPPED TO }. fi-- -\---/T--sir- WALL SEE 6/AX-8.13 \\-0V \\I_i.' V illaa O O 08 " Z. 00 In 11 n �/ / ,, °o . CNA; Un 00 1.... I I op..-- -- - O / 09 °q d to I..: (-----) INTERIOR ELEVATION KEYNOTES DW ---� kr 7 , 1. SHOWER CURTAIN ROD I 2. TUB/SHOWER ENCLOSURE 30" 'I' 30" 30" L 30" L 24" j. 15" !' r VERIFY W/MFR REMOVABLE VERIFY W/MFR " REMOVABLE "VERIFY W/MF �' 3. REQUIRED BLOCKING IN WALL FOR FUTURE GRAB NABS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 Ir�Ir� 3A 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z INTERIOR ELEVATION KITCHENa ;e W SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 43'-4114" / 2 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING Immi 4'-6" 1'-8" 6'- 1" 20'-5 1/2" 22'-2 1/2" 10'-5 3/8" ,, 10'-8 3/8" 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ UNDER CABINET. SEE 21AX-8.11 Ce I IIS OVERBUILD SLOPE GUARDRAIL - -8.0 II 9. BASE AND WALL AND FLOOR FINISH CONTINUEDICE I / BEHIND APPLIANCE � CC I • -. ._ 5pr :11 II - If• ._._..SLOPE -� 10. RANGE EXHAUST HOOD <IC ili , • - I I I l 11. SINK RIM AND WORK SURFACE " 1 COUNTER TO BE 34 -8.1 I w + MAX AFF.AT ALL TYPE UNITS,AND 36"AFF.AT ALL CO z .. :: DECK I� DECK r OTHER UNITS o I I p DC'r) ' • AT SILL I I ...1 -` CV i 1 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" _ io Eii v (V MAXIMUM AFF. OFC! N co + I z s TI I E 1 W to .., _ : • 13. WASHER/DRYER _ - r • _ _ ,I -f 5,' .0" •. . ,,5.',-0R. ,., .. 5,_o„' • . ' „'-o iiz" .-:-' _ DINING LIVING ROOMPAPER TOWEL DISPENSER °� 14. 0- w BEDROOM 2 BEDROOM 3 ti ❑ - : -DINING',G_ •% _ , : _ ' LIVING ROOM ; , ' • - : •- °w ' •• j . _' a'la to >� 15. SOAP DISPENSER W p[ �'-- . }. '` _� 16. SEAT COVER DISPENSER = © Q ' 1 - � 0 z E( 1EQ 1 _ c� 17. TOILET PAPER DISPENSER ~ I1 _ i . '•t`' ' Iii _,., � _ f l € _ 24 , • r 'r -- I m (NI - TITLE , Y r y I- - , •r • I ATE DESCRIPTION 4 \ • • � ; - UNIT # D E IPTION - _ BEID�tOOM • : � __ _FQF ,- it';' LEGEND - Qj '` r - _ _ . - _ , �._......___. ..,.._,. ..._ -. - r icNi - ' BEDROOM 3 . . -- --- - �' �-- -�.-�� J C� r -, - - - REF oD D • T.`--=T-=- --- • : 1' . ' _ -, - - • , % • , - . _ w -- I --[ j - -• N 26A O SMOKE DETECTOR • • • • �'. . • _ - ' • • '.. __ ._. kk .-.__-._ _ SURFACE MOUNTED LIGHT [4l r , ' •tm I CEILING CJ :, 1 B fI I I I 1• r. CL6 FIXTURE RI v z ,� I z _ I i , r , r• : ' -' �4 '_ MOISTURE Z.--- i C3 - I • I i I [ N 50 ' RESISTANT _ 1 I "' o I 6 i 1 ' I ,- O „ •• / .. i ALIGN co I I # i _ in WALL-MOUNTED LIGHT FIXTURE BEDROOM 1 . 6• ,9.1 w s 1011 , GYPSUM I r I 1RI re, ` ' , .i��, - - - I = WIRE SHELF I- , /:93 F_- \ `� ENTRY ------..,g -- -.---- __ ------� ' MR GYP ON ` ' • h r , • ` . = `' BATH 2 R - - ' BATH 1 DASHED SIDE REVISIONS MOISTU ♦ ,' RE GYP BOARD _ . ENTRY BATH 1` _ ATH 2 r - - 1. ' . • ' - :. ' r r BEDROOM 1 w A•-.1 ATI ry 1' _ EQ EQ . Q m r iCi) 24 I 1 t'E -i f .1001.111:2 i N I I ' , t •r +'' Co` 'J 2 v w 131 ,5A AX-5.1&• i h� t AX�.1 A �` {{ ELECTRICAL PANEL SEE 14/AX-8.11 CK,TF Checker -- ---r-IJ..---{- - COORDINATE WITH ELECTRICAL DRAWINGS CHECK BY + I DRAWN BY ; ' r c_ • ,b o •I ,�I •'1 o j� .. • r01.56 - ��- _=48' EXHAUST PERMIT SET ,I,. • ® o -,--- a 1 1151 I STATUS jPI I I I� I EXHAUST-WALL VENT 1 I ' 1'S.'. - ' '>1 : --- r a A 03.29.2018 r v ,` r I DATE CENTER CENTER - o EQ EQ OVER 1 OVER -' 17052 1 VANITY VANITY ,--- , MOISTURE RESISTANT PROJECT NUMBER „ 9" „ GYPSUM EQ EQ -5112 2'- 3'-6 3'-6112 • 3 -6' 3'-6112 • " " - 10" 1/4" „ „ 10 - -65 -5112 3'-4314 •� 10 -5112 10 -8114" q AXE•5 . i 8 UNIT 3 BED - TYPEA UNIT 3 BED - TYPE A ©2018OTAK,INC. 0If this drawing is not 24"x 36",it has been SCALE. 114"= 1'-p" ; SCALE. 114"= 1'-0" reduced/enlarged, Scale accordingly. i WRB WRAP OVER A..-, ___:_I_ - SAM AND MTL • • FLASHING n FIBER CEMENT SIDING V f.i- SEE ELEVATIONS i £ ' �� SAM WRAP OVER `• FLASHING SEE PLANE}2,--; .� �+ METAL FLASHING Oak A` I CSS, Inc.I - i i . WITH DRIP EDGE 8#: 4 bird A •nue,Suite 300 UNIT METAL BASE Po =nd,OR 97204 • ma 503.287.6825 INTERIOR / `,. FLASHING www.atakcom SEE SECTION // _ .. ,0/- _._._.-. ...__.. i 'II. .`,• °" PRE-MFR TRUSS SEE 'J NOTE:NO i '• - BALCONY AT SIM 0 '�� \` RIGID INSULATION STRUCTURAL 3 BEHIND HEADER RAIN SCREEN FURRING- 3720 EXTERIOR ' DO NOT PLACE OVER BRIAN j 1 =► FIBER CEMENT SIDING, " WINDOW FLANGE µ - - i HEADER SEE SEE ELEVATIONS • FIBER CEMENT i STRUCTURAL %MAN%dR -:-.1 { f RAINSCREEN FURRING - SIDING __ .-� i RIGID INSULATION HEADER,SEE ^1 * �' LAP SAM OVER METAL. LAP SAM Of 0 ABEHIND HEADER STRUCTURAL 1 ti � i FLASHING . , <> FLASHING OVER -------. A ilk -... � ! j IER NAILING FLANGE 3/29/2018 iI D LAPWRBOVER STAMP N ■ ; SAM AND MTL ri ■ � FLASHING ;q FLASHING - f -- r, _.__.- INTERIOR ( I - ' `% -\t- �C�� EXTERIOR -- END DAM ' 6 1 " _ - ; INSECT SCREEN W/ SHEATHING , I ` SEE ■■-� ' j END DAM BEYOND !%I f194 ;, V` SUBSTRATE �I PLAN 1i11! j I INTERLOCK WI JAMB -""� 1/2"AIR SPACE MIN I, I SAM WRAP OVER •�--- _ FLASHING ( .AT BOT OF RAIN -- � 1L! . \%/i/ • � EXTEND TO 1/2" \ i�/) I �� .- ■■■� EXTEND FLEXIBLE SILL f., /� FLASHING - FLASHING PROFILE _ • FLASHING HORIZ TO ' BELOW TOP OF /\ _ _ .-�"-' ` - INSECT SCREEN W/1/2"AIR j I CAULKN,DO NOT PROPERTIES HEAD FLASHING TO SPACE MIN AT BOT OF FILL GAPS WITH DBG PROJECT BEYOND INSTALLED LATER \\ - "" """"°" '""""" "" "" ' WRB WRAP OVER SAM yr _- RAIN SCREEN,DO NOT . EXPANDING . 1 I,, END DAM BEYOND, LLC VERT JAMB FLASHING -- '� AND MTL FLASHING APPLIED LATER -' I CAULK FOAM SEALANT 1 INTERLOCK W/ --I ""� i METAL HEAD FLASHING �J�� " JAMB FLASHING JAMB FLASHING AT - ...1'— I METAL HEAD FLASHING • SET IN SEALANT WITH _... _ .. APPLY SILL FLASHING BOTH SIDES OF !}; u'i END DAMS SET ONTO CONSULTANT HORIZ BELOW THE SILL. OPENING. EXTEND SET 1N SEALANT WITH �'+ I METAL HED FLASHING FASTEN THE TOP EDGE BEYOND SILL FLASHING : '�� SEE SECTION END.DAMS SET ONTO • SEALANT BEDDING JOINT WRAP 518"GYP BD __ j SET 1N SEALANT WITH OF THE SILL FLASHING AND ABOVE WHERE SEALANT BEDDING JOINT HOLLOW METAL END DAMS SET ONTO TO THE FRAME. BUT DO WATER DAM HEAD FLASHING WILL UNIT NI END DAM DOOR AND FRAME SEALANT ALL .4\ SEALANT BEDDING JOINT NOT FASTEN THE INTERSECT,LAP JAMB INTERIOR VINYL NAIL AROUND WINDOW LOWER EDGE SO THE FLASHING OVER TOP `,` FLANGE WINDOW FLASHING PROFILE VINYL"NAIL FIN" /`i WINDOW WEATHER RESISTANT % 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. , UP AND UNDERNEATH :,:_:_:`-,,1-:` BARRIER&WATER :; 17RAP AS PER WRAP AS PER 171A8.01 17/A8.01 THE FLASHING INA �,, •` '-i* DAM, PROVIDE \ WEATHERBOARD r=:.• ` -; _ 41%--: POSITIVE SLOPE TO FASHION. ': ?`- INTERIOR OF MAT WINDOW HEAD AT BALCONY F.C. 7 DOOR HEAD AT FIBER CEMENT WINDOW HEAD AT TRESS INTERIOR dF SILL • -8.0 SCALE: 3"=1"-0" • -8.0 SCALE: 3"=1'-0" • -$,0 SCALE: 3"=1'-0" STEP 1 • STEP 2 . LAP WEATHER RESISTIVE JAMB STUDS,SEE • TO SEAL THE WINDOW BARRIER OVER SIDE FLANGE STRUCTURAL INTERIOR AND MEMBRANE 1 x MDF SILL, PAINTED FRAME TO OPENING WATERPROOFING,TYP SEE JAMB STUDS,SEE --\ ' APPLY CONTINUOUSPLAN STRUCTURAL SEE PLAN SEAL TO THE � APPLY CONTINUOUS � —..- SEAL T DE OF THE SEAL ALONG TOP _ END DAM UNDER THRESHOLD (HEAD) MOUNTING .. 1X MDF TRIM MOUNTING FLANGE FLANGE. EMBED _... - ,`_..__ ..-._ NEAR THE OUTER `,- BOTTOM OF HEAD .\.. _ _ EDGE AND IN-UNE EXTEND TO 112"BELOW FLASHING AGAINST BACKER ROD WITH ANY PRE- TOP OF HEAD FLASHING SEALANT(FLASHING �i�A O AROUND • PUNCHED HOLES OR \� / TO BE INSTALLED LATER GOES OVER �, u a5,' v• &SEALANT SEALANT ALL SLOTS ON THE ' SEALANT).EXTEND .c0�{ — / y WINDOW MOUNTING FLANGE. \\\ HEAD FLASHING 5�� 8 yo i� BEFORE \ -, ' ' - . BEYOND EACH JAMB WRAP SAM "� SHIM AS �yu�� '� CO INSTALLATION FLASHING. FASTEN IN INTO ROUGH REQUIRED BY W ♦n RESEAL ALL OUTSIDE PLACE. OPENING MFR, FILL GAPS V WITH EXPANDING MZ MECHANICALLY - \ — LAP WRB OVER -- -- - FOAM SEALANT Z JOINTS OF ( _ - ' -- JOINED FRAMES. '"' � t SAM I.---,,___. �_ ��0 '; =/I ' - • SHIM&ADJUST OVERLAP PAN WITH FIBER CEMENT SIDING ---� VINYL"NATE 7,-.1 • _ L�rr LU WINDOW TO ACHIEVE ` MEMBRANE WATERPROOFING RAINSCREEN FURRINGa. M FIN"WINDOW kr -- :.- .- SQUARE.PLUM&LEVEL SYSTEM PER MFR AT DECKS — METAL L-TRIM W/HEMMED BACKER ROD&SEALANT �g"" WRAP SAM INTO OPENING [� O CONDITION USE _ EDGE,INTERLOCK W/END FIBER CEMENT SIDING Om Q i CORROSION RESISTANT 24 GA FULLY SOLDERED G-90 `" DAMS OF HEAD FLASHING EXTERIOR METAL L-TRIM W/HEMMED RAIN SCREEN FURRING, !� Y\ FASTENERS. FASTEN GALVANIZED DOOR PAN — AND WEATHER LAP END EDGE,INTERLOCK W/END DO NOT PLACE OVER II< W CO WITHIN 10"AND NO _ i \ ` CLOSER THAT 3"IN DAMS OF SILL PAN DAMS OF HEAD FLASHING WINDOW FLANGE FLASHING -- AND WEATHER LAP END LAP WEATHER RESISTIVE CO N EACH DIRECTION FROM / NOTE:PROVIDE DAMS OF SILL PAN FLASHING NOTE:PROVIDE BARRIER INTO RO,WRAP EVERY CORNER. SECURE WINDOW HOLLOW METAL DOOR AND FRAME WEATHER WEATHER FLEXIBLE FLASHINGCa D M W As AROUND FRAME • WRAP AS PER WRAP AS PER OVER WINDOW FLANGE = N OPENING W/ N17/A8.01 . 17/A8.01 AND SEAL TO FIN ayiell t" a EQUIVALENT OF 6d W CD 1 ft STEP 3 FASTENERS AT 16'"0.C- STEP 4 0 O MAX 10 DOOR PAN FLASHING s DOOR JAMB AT FIBER CEMENT 2 WINDOW JAMB AT FIBER CEMENT Iii go • -8.o "- " • -8.0• "- " -8.0 "- " LU SCALE: 3 -1-0SCALE: 3 -1 0SCALE: 3 -1-0 � [�• � LU • S o0 "1" r. i- LU • 1 xMDFTRIM, PAINTED TITLE WEATHER WRB TYPICAL, RESISITIVE SEE 26/A8.01 FOR BARRIER, LAP OVER .:• t.-,• / ADDITIONAL 091 TRIM BEYOND # DATE DESCRIPTION FLEXIBLE HEAD ;:'•: :;.;_ ,• INFORMATION INTERIOR u-(1 EXTERIOR DOOR FRAME BEYOND SEALANT ALL FLASHING :'.:;.; >,_ _• ;' " 's. RAIN SCREEN 1 .. END DAM OF SILL PAN, AROUND WINDOW • ANCHOR AND SEAL TO SHIM WINDOW AS `_ FURRING ,...,;::-.s.-,:,:•:•_'; - ,f',:-4 , JAMB RO REQUIRED BY MFR 2ND COURSE OF WRB :'-'" .::•-•• .. .T - WALL STUDS — - INSECT ,/� ' 1"�, VINYL"NAIL FIN" ,� ALIGN OVER ' DOOR PER DOOR SCHEDULE y C " •``. \ DOOR THRESHOLD SET -I WINDOW `,• , • VINYL SCREEN AT ' ` IN FULL BED O SEALANTTOP AND I F LAP WEATHER `RESISTIVE „= '-•- WINDOW — BOTTOM OF _ — �:,. - - --- --- - BACKER ROD& FRAME off- -- -- - -—i r - SIDEWALK OR '' ,, , ^ , `'` SEALANT BARRIER TO SHED \ WINDOW / I OPEN SPACE i I`� .-, i r Y{ •- METAL J-TRIM RAIN SCREEN I ' ASPHALT PAVING �I WATER HORIZ =_:' 'r' FRAME BETWEEN •! ' •c "r TO SLAB "- • q WITH DRIP EDGE " NAILING . ; _ • I_ - a ' - , • I' u REVISIONS JOINTS 2 MIN, ='r °`r;' =; FURRING ,.° - � RAIN SCREEN FLANGE ■ ---.----,•::, `% FURRING TO STOP VERTICAL JOINTS j` ' . , °' : • .4 , ST COURSE OF WRB *s DASHED ' • -. a• a __ '°; ~ x & a' SHORT OF NAIL FIN NOTEttt :THIS DETAIL IS BASED ON AAMA ' , {' ■ • • ,` SEE i •~ '4 FLEXIBLE FLASHING SLIP BOTTOM'Jr 2400-02 METHOD B. SEE AAMA 2400-02 I 1 .' `' FOR FULL WRITTEN DESCRIPTION OF ,r/ S.. ' r ' # "' r JAMB FLASHING& • I •` ' • `�'= SYSTEM INSTALL WINDOWS PER MFR 2 ` .• � ■ y •'s. -•,.° `� _°..` • •' `` .`' .: - •` • `.. PLAN i;' '' PLASTIC BACK DAM OVER 1i8"CORRUGATED Author Checker SILL FLASHING �; INTERUPTED I '..=' i i DOWN EXT OVER WRB DRAWN BY CHECK BY OVER WEATHER RECOMMENDATIONS,NOTIFY RAIN SCREEN __� ■ - • I s I PERMIT SET ARCHITECT IF CONFLICTS OCCUR, --- ———— _)-40.4 RESISTIVE FURRING FOR \— y' ' i STATUS BARRIER AT VENTILATION m FURRING NOT C3 t -: -' • o• ' I i--` } ____ f F --� • ;• . � i--- i . -- SEALANT JOINT BOTTOM OF - - �! • .> ■ • J - ; I i- a if L ■ ___ I - EXPANSION JOINT WRB STEP 5 HORIZONALLY -- TO OVERLAP 4r' ,#„ �■ ., y a i 1 ; 1 MATERIAL 03.29.2018 WINDOW SILL. UNDER �-- WINDOW L ■ " _ . , WINDOWS FLANGE,TYP `• •,....A.,..,..,_----. • a I=' H i METAL SILL PAN FLASHING,SET IN . FIBER CEMENT SIDING DATE Ar -411/12+ ■ I--1 1 i— SEALANT DOWN FACE SLAB/ ti 17052 WRB TYPICAL„ FOUNDATION RAIN SCREEN EEN PROJECT NUMBER ' SEE 17/A8.01 NOTE:PROVIDE FOR CONCRETE ADDITIONAL • FOUNDATION,SEE • WRAP AS PER - INFORMATION • STRUCTURAL • 17/A8.01 RIGID INSULATION A)(118 0 1 ■ 17 EXTERIOR OPENING WEATHER WRAP AT WINDOWS (DOORS SIM) 9 RAIN SCREEN AT WINDOW 5 DOOR SILL AT SIDEWALK / PATIO • 1 WINDOWSILL 020180TAK,INC. _8,0 SCALE: 1"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" • SCALE: 112"=1'-0" -�.o -8.a -g.0 if this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. . . • ,_ • : . • 1 f 1 .. • . . - , -- ,---- • - iff/O . --____- . _ . - 4 SIDING, . . • SIDING, SEE ELEVS WRB WRAP OVER Otak A chi mcts, Inc. FLASHING WRB .808 A Third A -nue,Suite 300 SAM BEHIND WRB, 2-FURRING WITH ; Pa and,OR 97204 • n 503.287.6825 / • . 1 I lie" h ''''- LAP OVER MTh FLASHING MIN 4" . WEEPS ABOVE NAIL FLANGE www.otak.com SEE / • 7 I • - , . • . ---- 2 FURRING VVITH N li; ii SAM WRAP OVER PLAN ,Il'I •_______ •4 I : - .„--- •WEEP HOLES it p- FLASHING . -2"Th 'i ,, , . SEE SECTION i . 1 ..„...,_ , 1 , --- VENT BLOCK wrni .. _... -z.-- ...-- ) METAL FLASHING ,----, i . d INSECT SCREEN SEE PLAN '74 - , ..„------ I a ) 4 "--. • i d ,,, WITH DRIP EDGE 1 I i P I - 'i • '--• .4 . ./... - SEE .. : !I 1 , /va METAL FLASHING WITH .---- - ,,...1 1 , - -- SECTION .."--; ; I • DRIP EDGE 1 1 . • . „-v- '''''' I;: 1111 UNIT --%. - --"---...,.„...._ - 1 1 III ' 312* ...---- /4 .,i MTL FLASHING EDGE SET INTERIOR BRIAN R.FLEENER . ....-. - /- - IN SEALANT • ---- 7.-- -- r o ..., PGRsOuORFFATRAcEFFIC 1 EXTERIOR F4 • . . A: -,•- ' , . , - 4 I FIBER CEMENT PANEL / 1,41$1) . 1/4712"IVIAX 1 . . • . . ,-. ..• . . . , .- •-• 4 4" .... Vcv0AA T iRN N . ELEVATIONS • 1171"A'r''' \ \\/1 NI SLOPE - •ii - , . 7;7--------- I %I:MILANO,OR -• - ;1 1 • i - i i • . 11, ...,- 4‘. .), ,-, ... -, .., • (- .. /: , 41'---.''-`?;- -- 4' -.---/ • -'''' .-.:-i_ - --_.2t....:1-.... _ .-, : OF (3 RIGID INSULATION 141P 441111111W" \ , - • 7.---7-:...„-- IIIIIIIIIIIIIIIIIIIIIPIIIIIIIIII "1,,,: .,,,,...---------- BEHIND HEADER • A ,.,,...1 . 3/29/2018 • FILL CAVITY WITH . 4„ STAMP 7- i I . -'I;,111 THERMAL -I-- , ,_ _i ,-, , EXTERIOR , . 1 HEADER SEE . INSULATION . STRUCTURAL ' . I - 1 . > • 1 WRB VVRAP OVER SAM 1011P.i' •r ,- a Z-FURRING WITH ril-v- - a 10:;„..,„ AND MTh FLASHING / I . c,,. , WRB CONT BEHIND LEDGER . -__-.-...L... . 1 , 11 VVEEPS ABOVE DBG PROPERTIES mu '"-- --- • . .-4 ' . NAIL FLANGE LLC 1 . 7.._ ii°*- -- DECK FRAMING SLOPE TO DRAIN,SEE STRUCTURAL -- EMS -7' - -- - - • , 2ir'. --- --, .-- X . 1 MING PER STRUCTURAL SAM WRAPPED OVER FLASHING -----------•-.. ..---j---" • INSECT SCREEN . . FIBER CEMENT SOFFIT CONSULTANT Ell -11.e -t- .I ,i- .‘ . .. ... .... .._.._.. \ V.7- / • SAM WRAP OVER FLASHING 1 1 A. '-.-i• ,..i , ,-, : 4111111111W i' I j^. 5/8"GYP BD , • , ; ----- NN- PRE-MFR TRUSS SEE ...___._........-1 / LINEAR SOFFIT VENT . _ . I . d ; • -.4 STRUCTURAL 11111 . .14 'INSECT SCREEN 'iv WRB WRAP OVER SAM SOUD 2X BLOCKING . .......: AND MTL FLASHING Is AND VENT BLOCK METAL HEAD FLASHING r7 -1-11,.. _7_7.... !I 7-__ .T&G VERTICAL CORRIDOR 1\:-....- SET IN SEALANT WITH \ FGE X Ti yB pEERBRzI0v kRs s m A T . . , 2 FURRING WITH H ,,,- WOOD SIDING -\ END DAMS SET ONTO SEALANT BEDDING JOINT VIN'YL NAIL FIRE SEALANT N , FIBER CEMENT. SOFFIT • ' ( /\I .1___ • WEEP HOLES . VERTICAL WOOD • SIDING, SEE ELEVS SEE SECTION UNIT . METAL HEAD FLASHING SET IN SEALANT WITH END DAMS SET ONTO N - FLANGE WINDOW VI . NYL NAIL FLANGE WINDOW INTERIOR A \, SEALANT BEDDING JOINT \--- FIRE SEALANT VINYL NAIL FLANGE WINDOW FIRE SEALANT 15 WINDOW HEAD AT CORRIDOR , 11 WINDOW HEAD AT BALCONY TRUSS - 7 WALL AT BALCONY - WD 3 WINDOW HEAD AT BALCONY - WD A -8.0, SCALE: 3"=1*-0" A -80. SCALE: 3"=l'-0" A -8.0. SCALE: 3"=11-0" A -8.0, SCALE: 3"=l'-0" LAP WEATHER BARRIER 0 • . . OVER SAM AND MTh • FLASHING . . • , . LAP SAM FLASHING EXTERIOR 1 x MDF SILL PAINTED --- OVER METAL 1' .ii = 3 1r 2 JAMB STUDS,SEE , FLASHING STRUCTURAL SEE PIAN INSECT SCREEN W/ ' ' .._;s1•; %....„, . 1/4"AIR SPACE MIN ___1, 1X MDF TRIM ----\ ,r • FIBER CEMENT SIDING 00000000 0000000,0 CO AT BOT OF RAIN .,,,i 1 4 - N- , SCREEN ,,,,,,,,,_.,‹ III 1 FIBER CEMENT SIDING RAINSCREEN FURRING 'N\: Ji.' _ , , . . . . METAL FLASHING W/ \- HEMMED EDGE HEADER,SEE 1 \, \C 1'i i 1.-- . ,,, _.., , 1, . : RAINSCREEN FURRING HEADER,SEE - N :,_•1 . -, ././: DRIP EDGE SET IN : il I 1 , STRUCTURAL - STRUCTURAL I .,.--'21- FIALAPSSAHINMGOVER METAL SEALANT ALL = Cn SEALANT,PROVIDE END IP . / . . FLASHING PROFILE I I - • LAP WRB OVER SAM AND AROUND • ' . LLI 0 DAMS ' IV LAP WRB OVER SAM WINDOW --- .s.s.s,_..._ ' : - _2_.mtil L.4......\ UNIT : 1 "4k AND MTL FLASHING o\ • i , , LAP SAM OVER METAL SHIM AS M . Z FIXTURE, RAIL 44' II - % . . _ ATTACHMENT ETC, I . SEE )LAN 1 , .< • , 1 i - FLASHING INTERIOR , ,./, .....- EXTERIOR REQUIRED BY MFR, FILL GAPS , , limmi Z LU SEE NOTE: . I , r- FILL GAP BETWEEN WITH EXPANDING ..,-- ARCH/ELEC/MECH I F --I I - , PROVIDE SEALANT AT TOP OF -*-r- ' :1 ; FRAME AND SAM SEE END DAM BEYOND, it ! 1 i FOAM SEALANT 1,:-----,--- ......,:zz,z_..... -&-=• O. INTERLOCK WI JAMB . __ .__, -111 i 1 i:F. MOUNTED ITEM AND • I I ' ,, , W/EXPANDING FOAM PLAN a I ill < • CI 0 FLASHING . tr,sic:, - - - _ _ _. __ _ _ _ _ _ _ _. __ _ _ __ _ • I I- -I - 1 I ELECTRICAL CONNECTION '% 6 ',(!' ,I • SEALANT ALL AROUND .s___ . ' - 1 . 1 \T ,110. . •,„, , W 411` - /*-. I I L _ I 1 . WHERE APPLICABLE, PROVIDE • i '' . -----.....„ ............----- ,--,-, INSECT SCREEN VW 1/4"AIR ' VINYL"NAIL • DECAY RESISTANT UL LISTED FIRE RATED 1;4 SPACE MIN AT BOT OF ,-,71 / r_74. CI. Wix FIN"WINDOW Ci) • WOOD FIXTURE I I - I 1 SEALANT AT ALL'THROUGH r --- i, , INSECT SCREEN ;r • - .---- 1 -;--- RAIN SCREEN, DO NOT , „---. , ,_11 , =24 ; CAULK BACKER ROD&SEALANT ,,.. VERTICAL T&G CEDAR 44C al -.1 . PAINT ALL SIDES • '!,'C , SIDING . METAL L-TRIM,W/HEMMED CO Ri < AROUND BETVVEEN I PLAN . i ' , ..•'' i METAL FLASHING WITH HEMMED DRIP EDGE •3 r-- 4,...., IN SEALANT . FURRING VVITH WEEP F- . EDGE, INTERLOCK W/END BLOCK AND SIDING /\.11 ILL FLASHING PROFILE PI 1 /\ SEALANT *4 HOLLOW METAL DAMS OF HEAD FLASHING HOLES in .;. or) LU SIDING SEE 0 V Nis'..'"'"‘ WOOD DOOR FRAME / ' DOOR AND FRAME AND WEATHER LAP END DAMS OF SILL PAN - NOTE:PROVIDE WRAP SAM INTO RO,LAP WRB OVER SAM Niummi I cs4 Lu N. a ELEVATIONS lx MDF TRIM, /END DAM . FLASHING WEATHER co Ce LAP SAM OVER WINDOW CO. RAIN SCREEN FURRING ,PAINT FLASHING PROFILE WRAP AS PER FLANGE AND SEAL TO FIN =MN C‘ 17/A8.01 • 1j. 5.3 0 ° . CD - A •8.0; SCALE: 3"=V-0" 0 0 0 A -8.0. SCALE: 3"=l'-0" A -8.0. SCALE: 3"=V-0" . A -8.0. SCALE: 3"=1'-0" I- . WRAP WRB OVER SAM 0 0 1 x MDF TRIM, TITLE • AND MTh FLASHING --------? I I N ; , \\ip, 0 PAINTED • O LAP SAM OVER MTL / 1 BACKER ROD AND DOOR,SEE SCHEDULE • WEATHERSTRIPPING # DATE DESCRIPTION 0 FLASHING / 11 'e,' .,,,_ SEALANT ,., SEAALL SIDES OF EXHAUST GRILL WEATHERSTRIPPING BETWEEN BOTTOM OF DOOR AND THRESHOLD JAMB STUDS,SEE STRUCTURAL INTERIOR . SHEET METAL FLASHING A--, , BETWEEN JAMB AND ADA DOOR THRESHOLD SEE 1 ' SEALANT ALL W/DRIP EDGE ,!..., II \ -• DOOR ALL AROUND, EALA SET IN SEALANTSEE 1/AX-8.13 PLAN , AROUND WINDOW . TYP . BACKER ROD AND SEAIANT ar .,., 7"DEEP COLLECTOR - Nom / WRAP OPENING W/ 0.002,....77,,::,..--- SHIM WINDOW AS . \ . , ,;',, -L- BOX EXHAUST PLENUM Nom SAMF,LAP OVER WRB, REQUIRED BY MFR • AT THE FRONT&BACK nem CONT BEHIND DECK - Ns....----F-L .\,...... .... „_. lx1 WOOD BLOCKING / /-- TO VENT OF THE UNDERSIDE OF mem LEDGER I. 1" VINYL"NAIL FIN" ALL 4 SIDES OF / DUCTWORK SILL PAN&AT THE BACK OF THE SILL PAN iin En 0,.... ...--1----.1 IMNDOW OPENING / FLANGE i Ea Ell OVERBUILT FRAMING AND PLYWOOD V le---°- .-- , - • . ' \ .A BACKER ROD& .2 - --iike&g. . ' 4-- SEALANT . WO : . *. / . MN IN - Ai TRAFFIC COATING WRAP SAM INTO -... ' I --- . METAL J-TRIM VENT EXHAUST GRILL / . IIIN , IH,i ;--, /' : ., . AND• DECK H , DOOR RO .--- ,4144111111°W 1 .<; ' 0 WITH DRIP REVISIONS I- .. la a' r "Is.,r WATERPROOFING 1 1 .;;;.., EDGE LAP WRB OVER / . I , .4_,,, H ---................... ' . -.4 ' ' r• • SAM t ,- -' BACKER ROD j ., . .,-, - a . e. ,.- ' - 7 71 / -; .-"'-'"77 - I FLEXIBLE FLASHING AND SEALANT 'i., , ------ --I '\ ‘ .7-7;'1 > ,i, --•• OVER 1/8"CORRUGATED Author , Checker .416krigieigiaitgagaMOHMAG34432VailligilialliVI . •' ''.' *r /1 ...TinliiRCE.- - ; . SEE , , . 1--,, • i I 1____•;.-- PLASTIC BACK DAM AND • MTL SILL FLASHING, • . . 'Y' // / // / // / ei :-- ‹-. -;--7-.„--"-..•-{_ o' --- - . PIAN DRAWN BY CHECK BY DOWN EXT OVER WRB ."' I ii 0 F-CHANNEL ' .- /e4 _ -., • RAIN SCREEN 2 PERIVIIT SET 3/r 1 i 1., METAL TRIM •,,„,,pi 1: , , , ,IY- . 4 FURRING WITH WEEPS •.',. I Ac..> /1 STATUS .„._ \ •, .:,. N BACKER ROD&SEALANT . ..,I SAM,LAP OVER 1 ,, . I I I -4 . WRB 03.29.2018 WRB ....,1 - .,- ' 1 A 4 METAL L-TRIM, EXTERIOR , .1 ...• INTERLOCK W/END DAMS 1 I - DATE RAINSCREEN ;-..• 1 - '•' -,- ___ .• _ • ..1 ik OF HEAD FLASHING AND WEATHER LAP END DAMS / 1 I VERTICAL T&G CEDAR SIDING 17052 - FURRING - , 1 ... • . H , . OF SILL PAN FLASHING . PROJECT NUMBER FIBER CEMENT --------------1-1-:--\ 4.:,: 1 ---1-- VAli: ak NOTE: PROVIDE NOTE:PROVIDE PT LEDGER,SEE HOLLOW METAL LAP SIDING v • WEATHER WEATHER STRUCT • DOOR AND FRAME • • WRAP AS PER WRAP AS PER . VERTICAL WOOD 0 0 0 0 WRB,IAP UNDER SAMF 0 17/A8.01 0 17/A8.01 ... SIDING AT SIM Ax8 . 02 BEAM SEE STRUCTURAL 0 13 EXHAUST VENT 9 DOOR SILL AT BALCONY , 5 DOOR JAMB AT WD SIDING 1 WINDOW SILL - WD SIDING 0 2018 OTAK INC. • 1 if this drawing Is not 24"x 36;It has been A -8.0. SCALE: 3"=l'-O" A -8.0. SCALE: 3"=l'-0" A -8.0. •SCALE: 3"=1'-0" A -8.0. SCALE: 3"= 1'-0" reduced/enlarged.Scale accordingly. . .• . W RESISTANT EPDM 8"WIDE FLEXIBLE N NOTE: NO DOOR AT SIM --.. I FLASHING,CENTER f MEMBRANE AT OPEN w I ON CORNER OR I / 1 JOINT ___ ,,_-_..__. 1_..____..__-_-__..__ _.._____.... JOINT ____--,arc--....____,..__-__.___,fes ____ ‘2"-----------1----4> 2X .� AX-8 01 5 ' - 6 • 4 - 8"WIDE FLEXIBLE X f F. _ - I FLASHING,CENTER f 9 MEMBRANE AT OPEN s ISTANT EPDM ! t ///,/w'i-''/'/ l I -- - ON CORNER OR / `' FIBER CEMENT PANEL '' JOINT SIDING JOINT -- - ! ,� ccn �� SEE ;1 � � --, II BACKER ROD AND OPEN JOINT PLAN WEATHER RESISTIVEN. / r VERTICAL WOOD PLAN SEALANT SEALANT OVER NOTE: W RESISTANT WRB, ;: , i SIDING UNIT ( �_ AND SEAL PER MFR I , BARRIER, AND SEAL i FINISH MATERIAL BOND BREAKER - PRIMER ENDS OF PANELS- 1 INTERIOR ,,,__ , Otak Ar- I -cts Inc. REQUIREMENTS !1 . PER MFR -141 TAPE TYPICAL 7 r RAIN SCREEN REQUIREMENTS / ' - FURRNG TYP ' I 4"MAX 4"MAX 808 hird A nue,Suite 300 RAINSCREEN Z- ALTERNATE JOINT WHEN DEPTH IS NOT '' L Po :nd, 28R .6825 ` ' "" FIBER CEMENT LAP SIDING HORIZONTAL /,.\!:/\ - _ -I , maw 503.287.6825 1 - `� FURRING WITH A REQUIRED SEALANT JOINT DIMENSION B POSSIBLE PER "A"ABOVE -}• www.otak.com WEEPS ' I . .._,..c. L • 11 8"WIDE FLEXIBLE ?_... \ \ I - - L J - - r -'- 8 WIDE FLEXIBLE =._m: w ::::-_-.-: ..._.. - v M.: _.. r..::._ :: __ r w-::: .::_ =. ar : .:=u- fi _ , =- 8 TYPICAL SEALANT JOINTS J J �, .,_, a FLASHING, I r_== - -�- FLASHING, ::•� ,.-,��-,�_- _ _. __ CENTER ON "' u CENTER ON I, c C CORNER OR JOINT ----'' ' CORNER OR JOINT '1'11:14",---- ---.•>/-- --/---"/,---2,r1 ' -8.0 SCALE: 12"=1'-0" II FIBER CEMENT LAP SIDIN - 1 372 EPDM PROTECTIVE BRIDGE RAILING - ' r--- , BRIAN R.FLEENER4 !II _ SEE MEMBRANE AT OPEN HORIZONTAL SEE BEYOND \ \- -\ \ - WEATHER RESISTIVE ;; BEAD SEALANT,TYP , � ! • - BARRIER,SEAL PER PLAN JOINT I I RAINSCREEN Z- PLAN 1 - 1"- - \ 1-1/2"X 1-1/2"TOP RAIL • ;MAO, STEEL PLATE SEALANT JOINT � -�- MFR REQUIREMENTS W WEATHER _!I FURRING WITH WEEPS EMBED I ' '' ALUMINUM INSIDE CORNER TRIM RESISTIVE BARRIER, I ( ',: BLOCKING PER RAIN SCREEN SEAL PER MFR VERTICAL WOOD VERTICAL,WOOD TO STEEL PLATE JOINT 16 - �1 STRUCTURAL OF 0 1 FURRING TYP 1 n __/211:04/A:__ SIDING FIBERCEMENT SIDING COVER WELD TO METAL AX$03 �...-= .-. -...- REQUIREMENTS_, PRE-FINISHED 3/29!2018 "` FIBER CEMENT PANEL RAIN SCREENANGLE*NOT FASTENED ALUMINUM PLATE SIDING FURRING,TYPFIBER CEMENT SIDING . . AT BRIDGE STAMP �/ EXTERIOR FIBER CEMENT SIDING DOOR THRESHOLD \, \ ''ter TO MEET ANSI --- = , n _ - PER ELEVATIONS - 16 FIBER CEMENT INSIDE CORNER (PLAN) 12 WOOD INSIDE CORNER (PLAN) :l [ 1 TSET IN O V • -8.0 SCALE: 3"=1'-0" • -8.0 SCALE: 3"=V-0" 4 BALCONY AT WING WALL ,,,,,/--'''"""/'"'e:;27, i / SCALE: 3"=V-0" ... ,. . ' � :. :'.. .. ...,..' • -8.o 4„MAX 4"MAX PROPERTIES 1/. . - i k___ ,, . • . -� .4_ 14, ,L LLC ,. ,...... ., . ... SEE SEE PLAN -� SEE - / FIBER CEMENT ``y :' • • ' % .106.0 ..._____ •------SAM WRAP INTO //1// 1I H •:. / J/ j PLAN i ` f.:: OPENIG OVERLAPCONSULTANT •PLAN i ; / i I j l _ SIDING SEE • -�� -FIBER CEMENT 'f i I ELEVATION FOR FIBER CEMENT I LAP SIDING ' 1 I DRNG AL WOOD ! •I V - L �` FLASHING , I PANEL SIDING \ ! III ' RAIN SCREEN METAL ANGLE �' WEATHER RESISTIVE / # { �,,,. 1 WEATHER / - r r WEATHER RESISTIVE - 'I BARRIER,SEAL PER ..-<, j' ': FURRING,TYP ------- ------ Iv RESISTIVE --� POST SEE I L J L J- , I MFR REQUIREMENTS ' MTL REVEAL i^ ----METAL FLASHING STRUCTURAL . ` 1 BARRIER,SEAL / ! TRIM PER MFRillippp-Addimii.,-411111k �' BARRIER, SEAL PERWITH DRIP EDGEiMFR REQUIREMENTS I IiPER MFR %�-r ; 1 I / 1 \ I \ ` \ I REQUIREMENTS iI I _ _ - - -- i ` '^�.�,�'' 1 ' I 1 VARIES --BRIDGE RD/OVERFLOW PIPE ,`,1 r,_ re ' i 8"WIDE FLEXIBLE 8"WIDE FLEXIBLE ► . SEE PLUMBING \ }(; �'- FLASHING / ' I '` -� SEE STRUCTURAL / STRUCTURE BY / 1-1/2"X 1-1/2"TOP RAIL 2 FLASHING,CENTER / - _► BRIDGE MFR �. - 'it 8"WIDE FLEXIBLE I ON CORNER OR ► I CENTER ON i i r / PT FURRING f ! ! JOINT 1;1 CORNER OR / 4 11 '`1 ° / / BLOCKING PER o� FLASHING,CENTER = i CENTER ON JOINT '�--WRB ON CORNER OR t VIII JOINT ' I I ' / / STRUCTURAL RAIN SCREEN ( I HORIZONTAL JOINT I FURRING,TYP 11 ' II I ' i RAINSCREEN / - PRE-FINISHED RAN SCREEN SEALANT JOINT, I I I EXTERIOR ,' �, I�` / ALUMINUM PLATE / Z-FURRING � ® -=: _,,,I, , - - FURRING TYP TYP HORIZONTAL i . _....----_ ...... ' `�`_ ' ( / 'y J WITH WEEPS / i • -8.03 i'_ SEALANT JOINT,TYP ALUMINUM . 1 RAINSCREEN y I ( ;` /�1 = VEX ALUMINUM OPEN 11 I_:: :...__ ..__ __. OUTSIDE CORNER - i Z-FURRING ! : i — SIDING ! I Ute__ �` I "l.�:_I TRIM �.,? �a:.-_ WITH WEEPS ` ' 4J.VII« ...._._.. ;' = / ' t I i l /mo L ..� _- C.. OUTSIDE CORNER - - _ � . i _ , .< TRIM COLOR TO �r-: x i 1` BLACK /: -`. y- ' j .. MATCH PANEL ____:„.1,„..„,,. CORNER TRIM 0111 -...--- , / I\ FIBER CEMENT WOOD SIDING TO FIBER %. ._ / PIABER CEMENT NEL SIDING LAP SIDING CEMENT TRANSITION 3 BA LC O N Y AT WING WALL AT GRADE 7 BRIDGE SEISMIC JOINT • -8.0 - SCALE: 3"=1'-0" 15 FIBER CEMENT OUTSIDE CORNER (PLAN) 11 WOOD SIDING OUTSIDE CORNER (PLAN) . -8.0 SCALE: 3"=1'-0" • -8.0 SCALE: 3"=1'-0" - • _8,0 • SCALE: 3"=1'-0" 0 - J — SEE 1 INTERIOR ! SEEi. PLAN ..-.- PLAN i .r,r �,- �E�fi'.-'.�/ (018 • f I WOOD ORMETAL STUD - - - -� - - -_- - -- -- - -8.03 I Ii. 1 i " E. 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' . ,.. 71" k ' l• ( .6" ---'#, BEAM PER , .•; EXACT PENETRATION CONDITION 1 .' :- -" STRUCTURAL ------- •:-, PIPE RISER IA IA z-_ 5/8"'TYPE'X'GYP BRD ---------- ':'*:- -P TYPE'XI GYP BD AT /' NN , ) \ • :-:.• - „-, .c...> .4.----.. 1..........„...--------- RATED WALLS TO BE I '1 .<>" -‹--> • ---**-- -, :,,, CONTINUOUS BEHIND L _ _ _ _ t__- . )L, 1 _ _ ,._ TUBISHOWER v N‘{i 1-- ,-; : ENCLOSURE ... .-\( : . , -,- -2' • ;',.':' e•:•.•,•.: , • i PROVIDE 3/4"PLYVVD 14 ..„....,,„----------- UNDERLAYMENT 11 ----i /\ A. flf 11111 ttlf \d , ..-<7c, UNDER TUB FOR 1-HR I RATED, DOUBLE r LAYER WOOD FLOOR/ la D • I „„„ - ..... . , . . 1 ..,. ' :.‘..,`, "".;.,:. 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I I - PORTLAND,OR WITH CORRECT STAIR DESIGNATION, STORY DESIGNATION, DIRECTION TO, EXIT DISCHARGE, I T, STRINGERS, SEE D I AVAILABILITY OF ROOF ACCESS FROM THE STAIRWAY STRUCTURAL '' • `• AND TOTAL NUMBER OF FLOORS ALL FOR THE FIRE `�`� ..__ -._ �` 3/29/2018 DEPARTMENT BUT ALSO INCLUDED IN BRAILLE PER A _ - FLOOR/LANDING `_H 5!8 GYP BRD BELOW STAMP ICC A117.1 SHALL BE LOCATED AT EACH LANDING OF RATED WALL, SEE FRAMING PER 4 STAIR AND LANDING INTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO PLANS, EXTEND , STRUCTURAL —J BE 5'-0"AFF IN A POSITION THAT IS VISIBLE WHEN GYP TO UNDERSIDE DOORS ARE OPEN AND CLOSED, SEE STAIR PLANS OF ROOF - A - FOR PROPOSED LOCATION SHEATHING ENDVIEWELEVATION �� t_ L, 15 STAIR IDENTIFICATION SIGN 12 ROOF ACCESS HATCH 8 HANDRAIL AT INTER. 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GRADE WOOD HANDRAIL WITH REVISIONS METAL SUPPORT BRACKET AT 6'-0" 1 1/2R" OC MAXIMUM-PAINT TO MATCH � BASEBOARD \ V ' Author Checker 2 X 4 BLOCKING ;t � � � FOR HANDRAIL .....• 6 DRAWN BY CHECK BY r I SUPPORT BRACKET z PERMIT SET . \smaima.-ATTACHMENT, TYP - _ ' is,i,o) COSTATUS O 03.29.2038 ilk j • DATE 12"MIN AT TOPtc ,i °a 1 TREAD LENGTH AT BOTTOM SEE PLAN --ao 17052 n _- i;� PROJECT NUMBER V � NOSE OF STAIR Ax...8 A)( 8 . 20 5 HAND RAIL EXTENSIONS 1 HAND RAIL AT RATED WALL 02418 OTAK,INC. , "_ ,� , 3"_ If this drawing is not 24"x 36",it has been _$ 21 SCALE: 3 1 -Q _8.21 SCALE: 1 -Q reduced/enlarged. Scale accordingly. Wit- - • lip It 1 k Otak A ects, Inc. 808 S Third A enue,Suite 300 Po and,OR 97204 m• n 503.287.6825 www.otak.com 1'-4" • Yi ir MIN CLR '� 112"RADIUS AT ENDS \ ...-�" _ -�® •�_ I « ��I— 0 8720 ,AI BRIAN R.I LEENER4 Z 3/8"x 1 1/2"STEEL • 2 w- J FLAT BAR e / '� VIAND,OR a 3!4" % 3129/2018 � , FC �� roP of SLAB __ _ STAMP I:,__-_-._ . _ \11 0. i.:, - ' ;.. 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' • ♦,..".7 £ •4 , . • • STRUNG,CTU�SdE'E ---- •, , `; '.% ;__t ' c, r • A20 • r .•. mix. • .4a,1 + •..,Y_, :-...:,;;?4,. . . a•"-,. as , ! 1-`-- i !-'^-+--.i i-•—., y • .'- ' • `-yc• •q; tf'---_•.+ �,•„Th—c14- ''LSCC Q +7trM lloN • i �:.. C -.$• _~ : • - •- '%• Via• .= •.'- f j.:----'. �A_ 3 SAS �-�'- `""'_- �rsoo \ � -s.Oj SCgLE: 1/2E� L�SURE_ -0 ,WALL • CAST IN&op SLOTS A SECTION - o°SED OPEN P T R EACH GATE OS/TIONS STEEL GA 7YP, REVISIONS Author DRAWN BY . Checker 1 WAST4 9E ENC PERMITS CHECK By ENCLOSURE R srATUS N EFERENCE . 03.232018 DATE . • OE PRJCT NUMBER ' -•..,. 0 1®2Ad)(8.89$10dT` -- • AK INC. --._,. if this drawing/s not 24*uc 8nfargad Scala a.164, '" been 1- \ \ -----' \ EROSION AND SEDIMENT CONTROL PLANS (1200 _ ,c ) otak Li_..,,,., o / r r >> Otak, Inc. ReFrDEVELOPER STANDARD EROSION AND SEDIMENT THE PERMm•EE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. PoH1503.and0287. 6825 k PROPOSED THIS ESCP AND GENERAL CONDI11ONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE vWvw.otak.corrCONTACT. NAME CONTROL PLAN DRAWING NOTES _1 I UBDIVISION WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, ADDRESS THE 1200 C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. �,D i / -� CITY, ST ZIP 5�� G1 N / PHONE: XXX-XXX-XXXX 1. Hold a pre-construction meeting of project construction personnel that includes the inspector to discuss erosion and •�`' R �� i % sediment control measures and construction limits. (Schedule A.8.c.i.(3)) BMP MATRIX FOR 91573PE l b SW GRESLEV'.STPRELIMINARY ,, 2. All inspections must be made in accordance with DEQ 1200-C permit requirements. (Schedule A.12.b and Schedule B.1) !' to- 3. Inspection logs must be kept in accordance with DEQ's 1200-C permit requirements. (Schedule B.1.c and B.2) CONSTRUCTION PHASES � OREGON �� 7 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local � oT 1 s �� `' 1 municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retained !F p 0) - s vK�� I PLANNING / ENGINEERING by the permit registrant but do not need to be at the construction site. (Schedule 8.2.c) C" / ' ` + rttt, SURVEYING FIRM 5. All permit registrants must implement the ESCP. Failure to implement anyof the control measures orpractices described in REFER TO DEQ GUIDANCE MANUAL FOR A g p ( pCOMPREHENSIVE LIST OF AVAILABLE BMP'S. STAMP EXPIRES: 12/31/2019 �,r the ESOP is a violation of the permit. Schedule A 8.a) I OTAK INCORPORATED 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) ' _ -1- 1 F 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 UTILITY STREET FINAL WET WEATHER s - / / , 808 SW THIRD AVENUE, SUITE 300 necessary revision to DEQ or Agent within 10 days. (Schedule A.12.c.iv. and v) CLEARING GRADING INSTALLATION GONSTRUCTIONISTABILIZATION (OGT.1•MAY31st) _ l u .. EROSION PREVENTION PORTLAND, OR 97204 8. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of PRESERVE NATURAL VEGETATION "x X X x x x DBG PROPERTIES .\ • erosion. (Schedule A.7,a.iii) . _I• PHONE: 503-287-6825GROUND COVER x x LLC 9. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important HYDRAULIC APPLICATIONS FAX: 503-415-2498PLASM SHEETING X X X X trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site \ le _____ �. 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 I/ , ,.` DESCRIPTIONS (2)) DUST PERMANENTCONTROX X X X X X TEMPORARY! 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 (.51 * VACANT PROPERTYafter grading or construction. Identify the type of vegetative seed mix used. (Schedule A.7.a.v) OTHER �� SEDIMENT CONTROL "9�� Bat 11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Schedule A.7.b.i.and (2(a)(b)) SEDIMENT FENCE(PERIMETER) "X X x X X X 1 12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers sEDIMENrFENcE(INTERIORJ X X X X CONSULTANT FFA DEVELOPED CONDITIONS prior to land disturbance. (Schedule A.8.c.i.(5)) - 1 ill ill MULTI FAMILY SUBDIVISION AND UTILITIES DEWATERING x x I13. 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 1 NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE 14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times during 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 k„,,_. * 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 I * FINAL STABILIZATION (MONTH 122018) 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 SIGNAGE X x x X X X CLASSIFICATION: �ry/+� 20. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from cleanout of stucco, HAZwAs ON-SITE MGMTE X X X X X X w 1 "=400' SITE SOIL LL t1.751F ILd"1TION• SPILL KIT ON-SITE X X X X X X v =400 1 - ALOHA SILT LOAM • 'C D' paint and curing compounds. (Schedule A.6) CONCRETE WASHOUT AREA X x x w (HSG ) 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, OTHER, F- 11 B - CORNELIUS AND KINTON SILT LOAMS (HSG 'C')(2%-7% SLOPES) and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and 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. Cn 11 C - CORNELIUS AND LOAMS (HSG SILT LOAMS (HSG 'C')(7%-12% SLOPES) ry # SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. O �_ �"„ curing compounds and adhesives from construction operations. (Schedule A.7.e.i.(2)) �'I\� ,��x�j ] 22 - HUBERLY SILT C�D ) 22. Im lement the followin BMPs when a licable: written s ill revention and res once rocedures em to ee trainin on s illII . Z , PIAIllifil , P 9 PP P P P P � P Y g p4 ■ ■iil�ijw s 37C - QUATAMA LOAMS (HSG C ) (7%-12% SLOPES) prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, J.� ii ilea material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Schedule A. RATIONALE STATEMENT��11♦ * • �r ( l 1 I ION-SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. ALL FILL 7.e.iii.) Q 4'ilk 4V/14 � • �` P-, _ A COMPREHENSIVEI F VAI /4 MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND 23. Use water, soil binding agent or other dust control technique as needed to avoid wind-blown soil. (Schedule A 7.a.iv) LST O AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's �� UTILITY TRENCH SPOILS. 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 Et W nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT (Schedule A.9.b.iii) EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON Z . . �'' �� 1 RECEIVING WATER BODIES: SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO _ SW HUNZIKER STREET PUBLIC STORM CONVEYANCE TO THE BEDROCK CREEK AND 25. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO W removal is employed, submit an operation and maintenance plan (includingsystem schematic, location of system, location of EVENTUALLY TO FANNO CREEK. p p y y REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. k F 5 �� inlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before operating the �; treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the treatment system INITIAL a O Z 06 1:t 0 �, according to manufacturer's specifications. (Schedule A.9.d) Q PERMITTEES SITE INSPECTOR: 26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is responsible for CL w COMPANY/AGENCY: OTAK, INC. ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.b) 0_ J W % , PHONE 503-415-2428 27. As needed based on weather conditions, at the end of each workday soil stockpiles must be stabilized or covered, or other -1O N i 41 _11 I I �� 503-415-2304 BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading to surface waters. TW FAX: (Schedule A 7.e.ii.(2)) ❑ Et I ---C 4/ . E-MAIL: ROBERT.FISHERCOTAK.COM0 _� CERTIFICATION ID: CESCL ID 70820 28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather. (Schedule A.7.a.i) ¢ Z ■ aìà 29. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence O lilT ._� DESCRIPTION OF EXPERIENCE: removal. (Schedule A.9.c.i) U 10+ YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL 30. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth above ground height and I- Z ___,i) T 1 iii MEASURES FOR VARIOUS JURISDICTIONS IN NORTHWEST OREGON AND before BMP removal. (Schedule A.9.c.i) �- O W, 1 1 SOUTHWEST WASHINGTON. 31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove 0 Cn f trapped sediments before design capacity has been reduced by fifty percent and at completion of project. (Schedule A,9.c.iii& > 0 O �! INSPECTION FREQUENCY; ") U. 0 w 0 32. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the SITE CONDITION sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream ' 1-i1 JJ n - clean-up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. (Schedule TITLE _) I I I 11�IIl� Tr- 1W r , 'RO [� T DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF A.9.b.i) # DATE DESCRIPTION U , ni .. ' 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 h ism, `stir a,, I \ 1. ACTIVE PERIOD material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii) SHED I INDEX 45 `� UMMM I IIIIIIi�j �� I 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 ��■■ minium ,•,,, REGARDLESS OF WHETHER STORMWATER RUNOFF IS should all construction activities cease for 30 days or more. (Schedule A.7.f.i) 1111: �II III ,. OCCURRING. 0 a 1 35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL covering of blown straw and a tackifier, loose straw, or an adequate covering of compost mulch until work resumes on that `� . 1- 2. PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY portion of the site. (Schedule A.7.f.ii) EROSION AND SEDIMENT PLANS 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 Q VICINITY MAP Lu LEAVING THE SITE. established. Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must QPERIODS 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 EC1 .0 CLEARING & DEMOLITION PLANS OF 2} 3. INACTIVE (1I NOT TO SCALE (14) CONSECUTIVE CALENDAR DAYS. iii) EC1 .1 CLEARING & DEMOLITION PLANS (2 OF 2) REVISIONS 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EC2.0 GRADING, STREET, AND UTILITY CONSTRUCTION n DOWNSTREAM LOCATION. r PROJECT LOCATION : PROPERTY DESCRIPTION : INACCESSIBLE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR LOCAL AGENCY-SPECIFIC EROSION EC2.1 GRADING STREET AND UTILITY CONSTRUCTION aSLH KDC SOUTHEAST OF THE INTERSECTION OF 2S1 00 TAX LOTS 10001600 EC3.0 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY, RESUME MONITORING IMMEDIATELY UPON MELT, EROSION CONTROL DETAILS DRAWN BY CHECKED BY SW WALL STREET AND SW HUNZIKER STREET, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON UNLIKELY DUE TO FROZEN CONDITIONS OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. DNTR'DL NOTES EC3.1 TIGARD, WASHINGTON COUNTY, OREGON EROSION CONTROL DETAILS PFI SUBMITTAL LATITUDE =45.25'37"N, LONGITUDE =12245'27"W • HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC STATUS I NSPECTOR TO D I SCUSS EROSION AND SED I MENT CONTROL MEASURES AND CONSTRUCTION L 1 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 .o (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. At pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a Li • I NSPECT I ON LOGS MUST BE KEPT I N ACCORDANCE WITH DEQ'S 1200-C PERM I T REQU I REMENTS. sediment control BMP i.e. (filter bag). 17052 PROJECT NUMBER ATTENTION EXCAVATORS: • RETAIN A COPY OF THE ESCP AND ALL REV I S I ONS ON SITE AND MAKE I T AVAILABLE ON REQUEST TO 3. All exposed soils must be covered during the wet weather period, October 01 - May 31. DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. CONSECUT I VE CALENDAR DAYS, RETA IN THE ESCP AT THE CONSTRUCT I ON S I TE OR AT ANOTHER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN LOCATION. (Schedule B.2.a) COPIES OF THESE RULES FROM THE CENTER BY CAWNG 503-232-1987. IF YOU HAVE ANY QUESTIONS EC0 , 0 LT ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO ©2018 OTAK, INC. 1-3 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. 0 IS this drawing is not 22"x 34",it has been d reduced/enlarged,Scale accordingly. 55T. ti,a,i, , Otak 1114A 1.A) ri .. . )1j,0lia ) l 'L.I. � I...,..,...„.7 .,,,..,_ -�� ., Otak, Inc. L , �(• : 808 SW Third Avenue, Ste. 300 .;!' i Viz. -1" Portland, OR 97204 .I' f� i _� 1,,,I 503. 287. 682 5 "T;...:;,. „1 i y '''�I www.otak.co •/ \ 1 ,, / ►� 1 �p PRQfE Ai: vie4,11pF all ,1 (LI s -7,<4,‘: I ( / \ 4/ \0_17/ 11 91573PE l �IFF� �; ; ; f J' -1 PRELIMINARY 14211 "' 1 'i r 1 c 1 / / A if �,s,, OREGON ^ro !� 1 1 11 11 I r �7..- 111161 \ T 1 3, w c5 II Ofl ' 1 1 CONSTRUCTION NOTES: �� r:r'�`�` ��G'riiII° I i 1' I I EXPIRES: 12/31/2019�4'' V + + 1 1I II J ,/,,F044. +i �'� 2 it y i I �� INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.O STAMP - O +. �� • IAL V 1 1 I I + .�'�' I ��N 1 i + y I o ti 11- 41, \.4/ D INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. J r� in 1 ri4,... t ��v�441 1 ' 1 1�1 1 1I 1 I. 1 1 ,- -,..i... , r��,, •�0. I If i i 11 '+ ; y �1 it i ti ,. , i INSTALL SILT CONTROL FENCE PER DETAIL 875, SEE SHEET EC3.O. DBG PROPERTIES `� / 'P��f�I' I 1 I 1 ; ` ^ j 1 1 1 1 `~ �. LLC V ` i .�/ I j .: I �.1 w �' 1 I j I 1 1 I 1'! t of `/� ' r ` I I ax f 1 ' / 1 I 1 '�` V V ..;r • / ,/ 1 I , , r ! ; ; t THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME • •� \+ 1 + Ir4 �l I i rTM ' I / i % eft f "DRY WEATHER" CONSTRUCTION. "WET WEATHER" • v , o oa/ , f r 1144 1 / / ;e•, . a R / ' / I / 1 1 / '',.:.1 CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN • o� '! ' �'+ �� I' ! c / ' I i r r :=i- / ,•& , OCTOBER 1ST AND MAY 31ST. t'[� r o w 1 1 ! r ,zziR� ' 1 I / � 0 \_, ^--t `1`�-f 1` ,r 1 r p ! !t I 1 ` r fj •f `.�,, "' I 1 1 1 1 ! 1 ! j I11 + 'VIrr �fI/CCONSULTANT _/Y` c,y , rv is 1 �. � � 1 Oil i' 1 j 1 I 1 1 I I / J y' lorilpir Z ./"...... . ! , �- 1 1 I ! r GENERAL NOTES I1 0 I r I L-- .. 1 / 511111 / Z 1 11 i1 / , •e r I ! / 1/ f .�.a�1r� 1' , r , I ! 1 / \1 I ��/�►1#1 , i, / o! 1 • ! �:Ilia I ' ! r i 1 i ' \\ . 1 � 1. SEE SHEET EC1.0 FOR CLEARING AND DEMDLITION 1 1 -� �`I 4.�1► ,��eit I ! 1 11 I1 I r 1 \\11 1�1� ; � _ r ,r- ! r, rr 1 ,\`I\►_:• � EROSION AND SEDIMENT CONTROL NOTES, li; . `/ 411 I V N �` cI/ / / AI'. ! ! / ": OR , 1 ! 1 1 f 1 I I I I 1 1 C--- \ ` 'fit / / �;+� // / / r / eilrl ,,,.. ! `'r1 r 1 r I 1 f 1 1 I i 1 r 1 1 `� ; r 'w / ,/ / ` /• .r // , 1 .. �' 1 r! 1 1 i 1 I i I I ! 1 ---\ 1 1 1• , 1 �_ r/ I r /' % % / A/ % % 1' fy 1� ' / 1 I rr j 1 I 9 j �' I i y 1 I .41 O ,/ r / j/ / I ! 771F' r ! 1 ! 1 1 1 1 1 1 I 1 I I II r , t r r/�� /' % �/ I % % I ! r ! ! ! 1 r 1 I I 1 + 1 1 1 1 I I ' \ 1 1 a , - ! ' ��• a / -5, 2 / % � *'� ±!� , ! ! / 1 ! ! 1 r 1 I f ! 1 I f j 1 1 --! 1 ; % /! V 1 (so'(0 _ Az . I , L itrJ i /' J ! // ,' 1 / / r r 1 r 1 ! r I j -t � i ` ' ........,...•/J'�F j / f I! , �� ,/ _- � !'/ % /` j / / 1r a7)w•* ! 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'' '' / . / . / / /� / ; ; I / . \ ! 11, lull >< r! 1 - • � I1 - F , INSTALLED PRIOR TO GRADING < ct _1 oo ) / / / / / 1 !, ,/ ,/ ; / ; / : ; ! 1fr/ / I / I 1 I ! _--. \ 11!111,1 // / / / / / / , 1 ) r/ / !I r!1::: ---- __---- . '' , ' . , ;1 ' ; . / / ` , ' TREE PROTECTION FENCING 0 0 — �A/ / / / / ! , , / r 1 r r ! V/ ' /2 ' - - / /' i i iir2 - STORM DRAIN(EXISTING) rnn/ ' ,,,,,,/,/„."/./.....,......,„„--/ / ' I -�-...................;_,:;:e,..:::/(i ` - �J + ! ,,,,/////, / SD C:1 V / / / / - I / r --' ---' --' / !' .• !' i / i / �`� ! 1 + 1 / 1 Il! ! 1! 1//I!/I r z li. O 4111145" r- -- - -+ !' ' . , / ! -' / -J 1 1 I / 1 r 111 //1111 ea 48 __ • • .6)"• r ► . 111 l,Iull, ! CATCH BASIN (WITH INLET ■ u_ 0- Q • -' •' ; j f / /' / •/ / I I ! 1! 1 1 I !111//I , 0 - , , r„ ' PROTECTION)(EXISTING)IN W co W w 3 2 s - - -' --�- ' - ,, , ,/ , /! -' ,/ r , r 1 1 1111! x111 / - --' � _/' i / j /' / --� / I 1' + 11 rI 11 rr Illul! /' I 0 w .....,...20'---- - -- - 1 1 I I. - ! TREE TO BE REMOVED -- - -� / 11,IIIIli�� , PROJECT BOUNDARY 'vt LL U w 0 w �- - - -/ / / / / - - -- �. 1 w 1 1 r , I 411 - ---- - --' i //' / /♦ / r/' --- �.� 1 _ /! I I 1/ki I///1 !1/1!1!!1, , - _.'19--- --- --_- -- // / / / - -- -� �� 1 / 1 I I I// l,/lllrl / / �/ / / -- .� �/ 1 ^4$ / 1 11 , U7 TITLE -- --- --- - --/ / / , / / �` I ! x1111!!/111 1 ! � � �4. Cn _ ' 10.. _ / /... _ 1 J ...... II 1111111x11 I CONSTRUCTION ENTRANCE L,_.= 2 - - - -/ .' / / / / / 1 / ..„."0, / I I 1111 11%1!1!11 �I W '' --'' ---'-- - - - ♦ % / •% /-�� / 1 / *.wry I f f 11/1111!1!Il �I w . -- . - / / / / _ `-� / / //, / , I Q # DATE DESCRIPTION IJ Ilr! / 'z8'' - -' - --' :: ____-- ' I I �r�r r1 I/ �' DRAINAGE FLOW DIRECTION XX / i E 3.- ---- I- ��►+-- '.,- /*".... -- %' /, /' / / - \\ 1 1r J 1 :1.7! �. Nf1 . Cr) Z / I / / _---- ,.-- --' // --` // ,/ / / / \ / / /I //I/ x11, / / / rn -�. - --' ---` _ --"-' ---' /'' // / / -'' I -/ 1�-+_ 4.I z%////I1 / I - - - - - . / / lIL o __�- - -- ��` - / / �/ / / /�\ / / ••11 r' P / /I ,j aC 'LIJ • --' _ --- -- / / ' /i- % N. , - - --' / ,' / / 1 f1 / ! to/ 11r ' '.' ,'\I ! / REVISIONS 0 ~' _-'fes' — — -`' — y '��~ —.-� F /', / I 1 / -- +y �"I /i711 f1 ''-" =--�=` ' - � '' — 1 1 ` ---•-----x-; - - 1 5 ;�`/- -x X x x WET WEATHER EROSION CONTROL NOTES: 0 x~ -x�x-' x x --1 - x x•' 'x x x `�x- —x--r-x��.x X x x ,)C x x -x - x,--'=s lcV �� '/1 r -'_ - - - - " '-.'` - - - - _ - - ' — S. - - - '�Zr. .� -- -I- o _ _ _ ON SEPTEMBER 1ST OF EACH YEAR IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER sLH KDc U - ' / r �' �' ` I VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN DRAWN BY CHECKED BY 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 6 BASEMENT 3 il MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED STATUS IN ALL AREAS EXPOSED TO WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED 1N 02126!2018 AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED DATE PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE 17052 E. ENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF PROJECT NUMBER 50' 0' 50' 00 VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED MIin- THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. M SCALE IN FEET ECI . O N is ©2018 OTAK. INC, o If this drawing is not 22"x 34",it has been reduced/enlarged-Scale accordingly, Oták .........0_,;r--A \ Otak, Inc \ \ 808 SW Third Avenue, Ste. 30 \ \ Portland, OR 9720 i 503. 287. 682 \ \\ .- www.otakcorri \ V lik �- P 1`` ,, 91573PE 9l \ ��5- �- \ ` - PRELIMINARY \ S �. -4. S, OREGON \\ .. * '' y© �� `� �. SAT 1 3, �O~�Q° -,' _-__- 0 LEGEND : ` %'��-�y \�-_ --240-�� ;,; = _ I EXPIRES: 12/31/2019 L lor _ .. ''/ � - 1 LIMITS OF DISTURBANCE _ _ MI - _ STAMP /y� -_—238•- e_ ' - low 64 • -Z\ / 1. w — - LI - _ ::- - \` �' - ---z36-`-- • - /'`'- _�� `, 0EXISTING CONTOUR (2 FT 268- - — —- �. ...- � l ,` +- ``' - ^4- -- _./--_� �� .r -232~-' \ „,, /' \ - --`-- .......... '. EXISTING CONTOUR (1Q FT) — — -270 DBG PROPERTIES '•� \\�- .� . _ \i/ mar” 7' `30 �'-^ ....\,, ' .` • �� '+ --+_ `- 23 +moi' ... �\ __' _ y 6...,,, _•228 ;`- SEDIMENT FENCE (TO BE —x x x x. z IV * , 41 ` ' --`-� © --__, -- _ r ____-- _ _ '� icb, ,r � tiINSTALLED PRIOR TO GRADING) .......' go 230-._ --_---- -- -- �/�.7 jt+ if `- �,_ '-'�, --_ '- __2 _ _ _ + - �r',:, j'j►" — '� 1;d:41:--...2,;_:.tp......:,....161.1:;„_ TTREE PROTECTION FENCING o o\ 0.f ♦ rr , 28- - - -/`i \ -- I �` �``\ `�` ``--�- -__-____` + r ►1[-......miii\ ' — - - 2 � - -- --- ~ _ `,p � � ?` +r _ / ---' . STORM DRAIN EXISTING 5�lic:__:, NO PARICJ, q - yx ��_ �� \�-� ``++ -- ___-__� i�tV 7 - :r -'". ' ! - �I► - W ( CONSULTANT t �`• . - . .` -� --224--�. ___-_______- r , � ,� y, JM�-f/ - '-__ _ _- ±� # :,�' - -- - ~ CATCH BASIN {WITH INLET •:::__ �/ , moi?�! \` �` . -�1 - �� _--�'___ __ ~ �� - "= Fwf�/•'t`•`•,�..- -r i 3 W1—� - �irte . . - -- C, i [i -. i• r �t•, , `-- --_ -_-__ - ------ l� ` ,--_ _� i _- - W PROTECTION)(EXISTING) r •~+. / , ` \• `� `- -� ``� "--__-"_- -`.,fir —'' / .� — ,`� I ' ' _+ T• - Cie NIF __t - ` -, _` ` 8_ — - - __- ----- :____________ �6 - �k •` _/,��' TREE TO BE REMOVEDwt i ... . 1t/ ‘: . .\ 2 .` •. �� L+�! _- `2r8_ ------....7 ,.....1 r a _ jY-ter , .�NN 1 'fir Ara j'f, . v jr0,---. /401 i # W , ....: -) 1 `�► ¢ _-__ _ _ -_ _' '� _� �`'' '� _ -�_ille' Par -� - - CONSTRUCTION ENTRANCE := CN LLY ��I'``--� - - _�._- ``2jo ___ _ ____ -__ t'-• T�!;4 - -- _159--- - óO -------_ _ - DRAINAGE FLOW DIRECTION mi+ � .` -_� ��` 208• --+_ _-: - -'0 CI V ::<: �- I �� "moi _ �`— I\ — � _`� �'�•�`` _—�` ��%2 2'-."' ‘\‘ ::: '' :".:::;..-.'."'--N N, . \7:96 '.. ....' '..-'.-.-- ...... 211Pli.. 1.....7..' -__�_-_�� ``:1 � ---_____, `_ — firR� },R� ± {r .`_ (L4 — ' ri— -4:: ��7, _►rr -rte ��Ti: :7_ .... . .......±.........". -... .....' 1114 .-17--I: �yj Y '�fj'�\i•�F Z till,\�4.* ~ J951- _ _ �� .� � .-L' - �'�"- - �, � ____ '- - - - _ -r" -~ _zp+l 1 Ir`f2�r�\i `t+��i.�Y � �f��j � ti_.__ � � � �,,.,�. �.-��_- . // - �\ _r_� �� i:erTi.)::::0:-2:4:01,...:41"::;_t7.140:11- _ _ t �r� � ,``I' - _ �-~ � Clii) e' �'�w\$�1.f 7 ` _ `J' .` ---+ ''moi _- ....jeti ti . - ^ 7.'° \�,' X X X r / � -A-�~X `i4tic--X—sX _X +X X X X—�X+-,�.'1(`- -x---7-.-7--1----__ X X�-X X X-�+-X -_:,---_,-z- --,,, -„, -:_____ --_-___________ _ -_, ._ -..._ -„ Z •; ,\ - _� _r y +-_ _--_ �� INU `~--- I _r-- _ -� - -- - _ +-- EX. SLOPE EASEMENT o f PROJECT BOUNDARY E I— i— J ,,,i a c O Q oz W a CEJ 0 `__ ...\\ < coo -1.3..i...\\ \ - ct CO E 12 CD ! 0 < 0 z 11 Ju- 0 Q W ° o w PRE-CONSTRUCTION, CLEARING AND - - J EROSION AND SEDIMENT CONTROL NOTES: CONSTRUCTION NOTES: LL v w 0 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, Li INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. TITLE FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. DATE DESCRIPTION LI INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. xx UJ 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, ai STRAW WATTLES, OR OTHER APPROVED MATERIALS. A INSTALL SILT FENCE PER CWS DETAIL, SEE SHEET EC3.0. Z '5 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0 ni 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. i a w 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 CNI 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 -15) 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND OCTOBER 1ST AND MAY 31ST. Q RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. C3 0 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON ANY FOUND SEPTIC SYSTEMS, DRAIN FIELD, EXISTING WELLS AND UNDERGROUND OIL TANKS PER SLH KDC o APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. SUBMIT DOCUMENTATION TO THE CITY. DRAWN BY CHECKED BY N Lo o N_ 7. CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE. PFI SUBMITTAL a STATUS o WET WEATHER EROSION CONTROL NOTES: 02/26/2018 U ON SEPTEMBER 1 ST 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 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 a) 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 ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF ©2018 OTAK, INC. iziv EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. o If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. kLEGEND : CONSTRUCTION NOTES: GRADING, STREET AND UTILITY EROSION AND SED MENT CONSTRUCTION NOTES: Ota .. ❑ 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 /2 LIMITS OF DISTURBANCE IM = IN IN Ell TEMPORARY SOIL STOCKPILE R OTHERWISE AUTHORIZED: L. AREA (SEDIMENT FENCE ❑ INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.O. A, VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE EXISTING CONTOUR (2 FT) REQUIRED AT PERIMETER) *11SEED MIX. Otak, Inc r ❑ STOCKPILE LOCATION. B, DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 30 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 9720 EXISTING CONTOUR �0 FT � - 270 4 INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. 503. 287. 682 CONSTRUCTION STAGING AREA ❑ 2. CREEPING RED FESCUE (20% BY WEIGHT) w3. 287. 82 SEDIMENT FENCE (TO BE -x-x-X .X.•.. CLEAN ROCK PAD FOR SOLID & ///////: C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) ( ❑ INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. 1. ANNUAL RYEGRASS (40� BY WEIGHT) PINSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, SCD ROfAND METHOD OF CONTROL AREA) ❑ INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. 2. TURF-TYPE FESCUE (60% BY WEIGHT) �Gt N � j�� TREE PROTECTION FENCING 0 0 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR 91573PE �l ❑ CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. CONSTRUCTION PARKING AREA x x x x PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.0. PRELIMINARY STORM DRAIN x x x ' 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING s� OREGON (CLEAN ROCK PAD) x y x ❑ INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. a CATCH BASIN (WITH INLET a WITH APPROVED MIX AND APPLICATION RATE. LeF ' 3, ��` 9 INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. p C H\\D PROTECTION) ❑ 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, STRAW WATTLE SLOPE 0000000000000. L PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING WOOD CHIPS, OR OTHER APPROVED MEASURES. J EXPIRES: 12/31/2019 L- CONSTRUCTION ENTRANCE oaiw=stPROTECTION BMP STORM DRAIN. STAMP Lc.LL+~'� 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER DRAINAGE FLOW DIRECTION SEDIMENT FENCE f FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT OF THE STOCKPILE. - i 'Thr -jil (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 z 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 LLCDiy‘P.k1:1Z DOWN DRIVE AISLE CUT. 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL - 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE CATCH BASIN (WITH INLET 4$...T SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT "DRY WEATHER" CONSTRUCTION. "WET WEATHER" 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 0 OCTOBER 1ST AND MAY 31ST, 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF I- 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' LL FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY St.IILING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. r^ 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS Z SHALL BE PICKED UP AND DISPOSED IN THE TRASH. PERMANENT � LIMIT OF CUT/FILL O VEGETATED SWALE . 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. ) 4:4 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS, � ~'i° • v.._ 15- COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT CO I- \�\- / %14174i © INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. - 04' .00:4"‘ . . 6 1.. 11' ° PROJECT BOUNDARYZ I- f" .h� 1 ° VEROSION ASD SEDIVENT CONTROL 3MP IMPLEMENTATION: ,..... , ....., .1 _411,vi ei Ili -, --- :. .0- . -] % . 00 .00000n - o -T 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE :2 7 � I,--.A =i /" 5 8 ��L� IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. L C 4 EITI * ✓�1 r _ S t °f° t* 4- `',`i� 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF ,. \ • �- �` _ `°' '°'°`°`° °�°`°x°� t ". FINISHED GRADE AS SHOWN ON THESE PLANS. f- r �/ � 230 °� !� f I- 7‘:111.11111 \` _ 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. Z LH i�� ' 411111111:-• -� 1 :---/ 230 �°� G.�� f O Q //� �� r� ._ ,� _ -. ° . ' •. -,�,eripVs; o j _4, 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND (� J \\,; © sem a. �� + �� _ - ° 0 0 a =14e, ��! SITE PAVING. w L1 4 x x , x * x �-x IN -� _j�� : et ��/'z' ' ___ 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. a O 0 (n 4.\_ ii, ,--.?•7-7. 16 Hi ci II .....,i.,‘\ 41( II . t, - 140: � � i�� % tri * N . -•%_ �' I, .� ..o o °=oZ�b�o 0 0I0 ,. -- .i�'_84�*� ' �� t� ' � , ,,i;�S .._ �, ... i w 1,r- N-': *. * '' * '' '',, * '` '' *r P i . 01111-40117, .---11°,400W°P.141ft• 0 o< �, I 01�=°� �° 1�,R ,11 7 - ° o o + ° ` `t. . t r� I1 ' ��' �r. j i�I *� e e 4 m 'Li w 1. 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SLH KDC II ❑ El DRAWN BY CHECKED BY c-',1 \.'li‘k N- - UNDERGROUND PFI SUBMITTAL 10 DETENTION BASIN STATUS 1,_ a5 4 02126!2018 -o DATE 152 \if P70ROJECT NUMBER m N �I +, 60' 0' 60' 120' E C 2 • 0 N 3 Q1 III- SCALE IN FEET ©2018 OTAK, 1 o It this drawing is not 22"x 34",it has been a reduced/enlarged,Scale accordingly. LEGEND : GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: Otaic _........ _ LIMITS OF DISTURBANCE NM = NM = TEMPORARY SOIL STOCKPILE • 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: EXISTING CONTOUR (2 FT) AREA (/SEDIMENT FENCE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE Inc.- - 268- - -- -- 1 REQUIRED AT PERIMETER) "DRY WEATHER" CONSTRUCTION. "WET WEATHER" SEED MIX. Otak, 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. 30C CONSTRUCTION STAGING AREA OCTOBER 1ST AND MAY 31ST. 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 287. 6825 SEDIMENT FENCE (TO BE ----x-x-x-x- (CLEAN ROCK PAD FOR SOLID & /////// / 2. CREEPING RED FESCUE (2O% BY WEIGHT) www.otak.corr C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, / - _ 1. ANNUAL RYEGRASS (40% BY WEIGHT) p TREE PROTECTION FENCING p p AND METHOD OF CONTROL AREA) "Yrs' 2. TURF-TYPE FESCUE (60% BY WEIGHT) \ �G INE,„/, y / 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR r 91573PE l STORM DRAIN s� CONSTRUCTION PARKING AREA k k k xTHE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY k (CLEAN ROCK PAD) k k k k k 400":" ** /�( S OREGONe k 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING <% o` CATCH BASIN (WITH INLET a - co HWITH APPROVED MIX AND APPLICATION RATE. �!� r, 3. �A- a CH\\-°PROTECTION) 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, STRAW WATTLE SLOPE 000000000000a WOOD CHIPS, OR OTHER APPROVED MEASURES. CONSTRUCTION ENTRANCE -�-----. PROTECTION BMPIllt .-/ a 1', EXPIRES: 12/31/2019 I_ -', /w" i 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, DRAINAGE FLOW DIRECTION SEDIMENT FENCE 0.0 `. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE 1S REQUIRED AROUND THE PERIMETER n OF THE STOCKPILE. -� `��, `1 (TO BE INSTALLED AFTER GRADING) % / dilti 1 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION �� PROPERTIES CONCRETE WASH AREA / _ E LLC DiiA* CONTROL BLANKETS OR MATS MID SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING ;..{ 4 •• /ski / 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. .� LIMIT OF CUT/FILL -- - � `, �.,•; I ` eir I- t 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE CATCH BASIN (WITH INLET , 'r .- ° : I �, �► 8 ��/� / °+ SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) ,.#011r-mw` ---44 ` t -I/ ' TYP. �,;, 'C o ° ► -' �� © 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF 4-'' 3�N •/ r ° 0 �� THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE s';"i 0' °O \�, / il I , REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT LIMIT OF CUT/FILL y' - ;rc • r �► �� 1 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. Z +, a /� c II Al ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 0 rA) v> 4 / 0 „.I''' ,. ,A I /; I ?+ 0 r! l7 , 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF r .;C-."' ..1 � i i r ��:' ° ° r SEDIMENT AND SEDIMENT-LADEN WATER. U ,. .--ir--- --*. : ' 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS 1N A LOCATION THAT DOES NOT PROVIDE RUN-OFF D �= rte. �,►i � ,a' !,' 0 \ 1 / THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' t .. FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE �!I . r` `' �:= ► 4k + WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. / t i 7 ! ( g ° ° , ai . - 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS Z PROJECT BOUNDARY / o - .„,,, fi : ° /�/, ,/ ,` 4 SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 1 , , , , , r ° :44 //1 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. ( , 10 --*•.°6`'1,0 ; / 1*-PI::- I I a ' ms-*- / s'�� ,' VA'';( / op r : 1 f # ° 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. ig- ►' I 1$r ! i +_� �` o 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENTCf) I- �/ i s=� ° 1 / ►. r % / . ° 1 / INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. / • / �` 6 'w 4� e eN a ' ' r II ©_1 t I , Ilm. -I ---25\-- : : ' iii Z 1-- *C-3 '° - / ./�•• ' I - ill ' EROSION AND SE�Ivi N T D ,,�0 / •v ,/ ,,.�;t II.- 1) ./ / ) . ► ► 1 r, \ h ► E T CONTROL BNP Iv1PLEvIENTATiON. U.I 0 ��o .=' ,;›,,, --%"*- t. ." do ��` et / i ► 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE2 7 �,' ��.1 ° ti� / , , / ', /I IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. Z „ AIL / 'ris' °�°.°��°�°#° , / 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING) SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF fli / ©� �� .�� +�,f �' I�'. , , ry � i I FINISHED GRADE AS SHOWN ON THESE PLANS. � / �ff uJ ,r Ce H �� •� • \ ittr:eivrfoit �'� /f' r ►�: 3. LONG TERM SLOPE STABILIZATION MEASURES INCLUDING MATTING" SHA IN�, / , .,s. . .y, LL BE PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. z" ` ' �` �� ` ,, I , .rr 1 �f� i O Z LU r ,� ©,. / / ,f 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND O 0 J 1111 111111 jr�� ' .,- Az� �; / ; , SITE PAVING. W p_ TYP. . �i / / ,/' TYP.► rzcy� IV . c T �A �� , �► \� /i [ 4-4' 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES, a O 0 U) ' 10i r 'C a •" filt riSf ._J_ A /\ '� <7,...,3/ . 1411_ /In i ! r , 1444/41114P1. i / t ► Cr (1) ~ r�'► lir - - Qom•` sfi r V_, ,e% 0 \ /.,?'''', / \ A , , 1 . -- ' / i • � �Z`T�( 100, 03 �\ ice..�, d . , I a�� . Q 8 z ---4e5iiiiii ao--- _.. . ...,_ ----- -.--**-:-"' , ••,---/' ., ,,-. Are / -./f PP, I - - "7- ",-40,avaire--01 __---- ---- ' 4111110.401„, , i 17-u_. g 0 ..2.-,414/0_0--_ fr. //° i p s t // f , W ..../e." � f,; �- 01C' �, ► : /I/. ' CONSTRUCTION NOTES: - [ o tPee O. r� 7 ; 1 r ► r f / rz' 0 ,,,01.,- S r / r I fj1+ �` ' LL U W V 6 ~ , \< ° ° ° !� o°!` 1 -- � ' � : ////".47 ;I 1 INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. TITLE ti� NI' ° ° ?ro �� p_ ..11 ..1.1-:*. f ,'ig/ 2� INSTALL CONCRETE WASHOUT STATION PER DETAIL fi, PER SHEET EC3.0. # DATE DESCRIPTION U O ° '� ° CIA: i ► i U W I Nil �� ° ° ° f - I XX r / ; � 3❑ STOCKPILE LOCATION. W ;timapediLR� D r , / ill TYP. -- 208 i - r i I 4 ! 1 i !z W / ! r ❑ INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3A. - - 204 .■r - r r ( - I a _1 � , _.� -4 " --'L„ 1 ! �f _ lir- •��► TYP.111 r 4 i� J,////iii,1,/,j . D INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. i �� R. � -r40111 ' �► ' 1l v 6 INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. 0, V J ------t --- ' -- III ii D CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. CD _ i i `^�- I :-y° �O. i �--Z ' `` i Ir I J PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.O. soz�..,. ,.. . ... , _ I �-- 1%1 �` se +,� �. . _ 11 I 1' 8 REVISIONS `�` UI I ❑ INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. 0 0 r� j� `, 'f O r / • i III rr s U II- am Mao sow� - _Iv\ , �r ,°, ° I�� ' v, s INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. �r� I SLH KDC 0 lYl� Y. it\.7 _ �4 IFL7 „FA_ �1��°�J��f �"._J�.. -.'T.11..411 �aI Q - 1 �'' - 1 '• `' OSd� ' ` 41i a` -�' :r.�.r'ii�"fit � - �+ 0 +/P,? i- - - - ' SSd - SSd rrur■r Aller„I � .�� , . Br•Ai i1 r ► I 0 PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING DRAWN 8Y CHECKED BY eSiLo VA � �fq MP, �, .1 STORM DRAIN. ;� - - - - - i� ° ° - I vr�� -` � ► !mls�� JdAF �r/�i,i�3:�+��. PFI SUBMITTAL : s*i "1-'*IaajovI='•=:moi_; 'ii '�---� •••••• •'• •- • • i'~- - -- _ 0vji �� _�Pit I 11 CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD STATUS air . "'("� w=� ' FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT- - Iii [, ' DATE 2018 .c X X X X X X X X X-X X XIX ~ X X X X X X X �X i cu CI_ r titL. f ' ill1 MAINTENANCE, DATE "'� 12 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' 17052 g_ ,PrPr ►► DOWN DRIVE AISLE CUT. PROJECT NUMBER TYP. 4 6 0 TYP.® © 10 / CO ► 60' 0' 60' 120' 15 cv I.e.-1..1 EC2 . 1 „, ,, SCALE IN FEET ©2018 OTAK, INC. a> o If this drawing is not 22"x 34".it has been a reduced/enlarged-Scale accordingly, Ot k a iA ► Otak, Inc. 808 SW Third Avenue, Ste. 300 FOR FURTHER INFORMA11ON Fort FIIRTFIO! IFORMIA710N FOR FURTHER INFORMATION Portland, OR 97204 ON DESIGN CRITERIA SEE ON DESIGN CTITERIA SEE ON DESIGN CSA SEE CHAPTER 4 OF CLEAN WATER GRAPIER 4 OF CLF�W WATER }WINCES EROSION PREVENTION1 CHAPTER 4 OF CLEAN WATER .� 503. 287. 6826 AND :: LIN SEDIMENT CONTROL MANUAL P s T oE(TR0I. AI. ��+` ` ` 1 V AND SEDIMENT OCHIROL o1 /�/' www.otak.corr lr ! CNDKgT PLANNtING AHD DE`IGIN MANUAL 0Sp " Si��'\:\ ill VE I fAT10N �`1(c-- cc, ;; O 4j4, p o , 0 PROF • ,kr ! F f•J-pp�o :Q .° v ��G1 N�FRI��L.. I�`i�� D•'.v �•' .' '•.�a•' , .� : '.• � 91573PE �� Ø'b .. •.r. . 4- PRELIMINARY 'i,i til _ /� �%� '�.A?• ., e•. 'a 'p.• 1 \�j�frll .....° /� : s OREGON co tib, \� �� 0 RADIUS - aa' MIH v' .,.�. :. J D. C N� NNIMUIM 1r ovEJRLAP 1 I DRIP LINE -� _ ��Ir �Il�� ! CLEAN PIT RUN - CLEAN ROCK �P p¢0 . GRS I EXPIRES: 12/31/2019 OF SEAMS. Viif �_ _�� f r SUSGRADE �T �\N-1- '„ STAMP loor. • • • -- - + + A A A A + + r + SEE NOTE ND. 3 • • • 6' DOMESTIC STUD TEE -= ._._:_ _.._____T.________ QJLTrvATE 3oL ,,,E 4 . + • . + . a + •• a + +'a . 4 + f + 4 a + + + � + 4 + + + + •` •` •' ' •+ •' •+ + ` •' •' •' ' •' POSTS, ZIP TLE ATTACHMENT PERPEINDKaJLAR TO SLaPEOEM AAAA++• a++•a•+f++++ •AAAA+ +•a•a ♦•4 , f •r •.•..+.•,• • c,T+_+ • • ••+ .+AAAA' ••++' +'•++•a'+ �0' f (3) PER POST "'20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL DBG PROPERTIES +4r + ♦•+ •r + r + + + r r + + +++� I AAAA + • + + + + +• 4 • + + + TYP LLC + + r a + a ...4+ + a + + + 46, I • ******4+ 4 +• +•.+++• 4 +•• •r+•+ .•+++• • I • GRAM CONSTRUCTION +++ +•a++•+ +a+•f a + + + + r a + + + r r + + a• + + AAAA + + + • 4 • + + + + + + . . + + 4 + + , + • , n n n n I 5' CHAIN LINK FENCING l4�I� , ENTRANCE � CiJRBRAIP + •r + : ++•a++ a++•4r••a•a•4 +• •a+++ a•a+++af• •+•a++r. +•a• a I + • • • ' • • • + • + • ;:; .: • � r` r• ♦•♦�•��•�♦�••� •�,�♦�♦�`� ♦�♦�.� / 4 ► PANT •+a.+ *4+4 + + .♦��..�♦. ♦.,,.♦♦ �♦.. 1114 • + r r + ++'r' •....♦♦♦//♦.��.�'.��At �• gyp �pp�4 • + • + + • + • • + + + • +•••++++ 4�+•++• + • +. + �.A �� A , ��', # VRAiT V.fKD .�.'.�y. ' t+++ • + f - • + a 4 + •▪• 4 a -4•+•• • •+e+•+/• t 4 • + 4 + + AAAA + + =�� I :!'•- ufue a��1.M�• i NL�J �. F .Y`i`•Fr }•a++•++ +.+ + + f *....*++++++++ • ♦ + • r ♦ + a 4 '. 4• • 4 . • a 4 4 4 • 'as... • 4 + • , �Ir ✓ ALM IATM1/.1 ' / //•%�// • • V..•'• y -G..4.'0 •fid,) -. - .+ SIG: +•+++.+•++ .+.'+ ++: + .. : : + . . • • • •+•a• +•+•a•••++}'+ ire �� ♦ 1 ♦ • •i. l. II...' • a+, : • + } - • +•' � +� INTERCEPTnrt ��1�� 1��'y ytt .,• � �J . - � � �� ;, .>• ..Y•�p... ` a•+ 4 + 4 + 4+4+4+ +.•.%%4.+. 4+a + ••.4. + + • + + • + + 4. + 4+4 +'�.=: . • k� � � './.'./ './/.I�•// % f•1-,1 • 1 ►'• `CRITICAL R00T ZONE �.1 .1 SWALE - �.l' • + + + + + • • + + + + ��.'� `�rl�+ •/ ;;.:..;,;;•.•.• �- •'f ' :.' • ,..•�'. . CONSULTANT ..•--- ..ems • 11'-'--i!!.•4 1=-, . . . a • a .,...•11:101L' - r-�I T... . ....-... ...,. , ..,. .... ..�- l�.I I I�{, ^ TO BE PRO TEC TED I '` H ,,I' �►�1 r �; < , NOTE: ' -�' '` 127‘,N'.,4--.7' r` EWnCel EROSION CONTROL FANNER - ;'1. i1��r;��•11 ,►, `c H „, ��` ,;I `�� • o O TOE OF EXISTING TREES TO REMAIN (PER PLAN) PROTECT WITH 5 HT =��, Vit > �„�f ��; $ ro � GRW.ES NOTES: PLASTIC SHEETING CHAIN LINK FENCING AROUND DRIP LINE DURING CONSTRUCTION �`4 r;� I ��, p pA/R 10 SLaPE 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING NEITHER TOP SOIL STORAGE NOR CONSTRUCTION MATERIAL SHALL �_� �'� OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR } _ . i `� CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. BE LOCATED WITHIN THE DRIP LINE OF TREE. FENCES SHALL BE IN �e. �;�� ' 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 `•�0 �� ▪ y� THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. Nr. � 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION LOCATION OF PROTECTIVE FENCING MAY BE REQUIRED TO COMPLETE d �% ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED NOTES: CONSTRUCTION OF PERMANENT FACILITIES. - ' ' FILTERING SYSTEM. �♦ �' 5. DIMENSIONS 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. @ SINGLE FAMILY 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. - _ _O 20' LONG BY 20' WADE 8" DEEP OF 44" MINUS CLEAN ROCK. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON TREE PROTECTION DETAIL COMMERCIAL ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL. DIRECTIONS. 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE i;Ci 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE '� FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE PLASTIC SHEETING SURFACE ROUGHENING Services CAT TRACKING CeanWater Services CONSTRUCTION ENTRANCE geanyr ServicesCin DRAWING NO. 810 REVISED 12-16 DRAWING NO. 830 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 IMMII U) Z J W F- FOR FURTDESIGN CI INFORMATION SEE 2 W i ON DESIGN Cfi1TEHIlA SITE P CHAPTER 4 OF CLEAN WATER MAY BE USED SHORT TERM Y -�-- CI • SERVICES EROSION PREVEINTION W/ UTILITY WORK AND W/ - _I ANGLE FLIER FABFBC FENCE 10 AND SEDIMENT 1 \ PHASING OF DEVELOPMENT [�� =�E�==c=1i, ASSURE SOIL IS TRAPPED PLANNING AND DESIGN MANUAL I 'title €,, J 1 t :ri 'a. •l.r' _ _ __ ,111{, AlNl - C[IIk16� jj '' IX 0 1 r I `-',,.,F.,.,,..- � tr.... v ±` ..;+�.?N' ,.,zit..; :;.:_ FLOW ��: ..••. _ IIY INIF M11 !I, + 7 CO CK . 4., i .'mow' ..-;;.:&[;,5,..i',..-.`a" \-_-- ,jii�', 111,1i 1 xli, t 0 411} ilr�`' 111111 `KILL Ali <IC O 'r sj}ti I. Ir II t. JA Elk I� W000 STMT :II II 30 a,P: ■■iu IN Aft lig u GLACE WATTLES ALONG SLOPE CONTOURS. u u+�' N 141E i In, _- ti, -;�; e�, CD J •• PROFILE 04 is. � . lli�1 ,,,r...--.0.-„....,.....„,,s. z _��= o NOT TO SCALE ' uFiC" ~ -1il3i1��'`"m '+ _--__ O 0 Illy p :`lU POSTS AND ATTACH PLAN VIEW S ,.ITIS LI 1;tit w�asui-•'I ' H- NOT TO SCALE W W.;?•_Iki 60' CTm AREA DRAIN Q Z z e .r0 WHEAT s1RAW, RYE '': ; ,.0� . ;: CATCH BASINCI %. 0 0 CRASS STITCHED LOOPS STAGGER COCONUT OAR c"t,,`; �S�l;=":7 tI`-: ;; - 0 J' MINIMUM NOTES: ions E)000.5IOR WATTLES 'r:', :.%`. '4a .. nu ', i J ~ .Z A..• C Milli O - C//�] (,) �._ OIIFR 2'c r POSTS '�,:r -i :,,' 7.?. F 411�NI ki 0 �+/ FROM 77� SLOPE. _ I G k%:113•.�V�i FLOW 'lilll* ,'Aril 1 1. BURY BOTTOM OF FILTER FABRIC 6" f r a,�' '' VERTICALLY BELOW FINISHED GRADE. ° r I q'`�'y IIII r 2. 2"x 2" FIR. PINE OR STEEL FENCE ° a III1V ..1.1.111,:l.„... ll 1 Rltll. O I,4,i . H. r�E4'-HY POSTS. '. u11.!9• 'lir.=�.i.ir E • _ p �ri17yL1k• a�, y; LL 0 I.I.I a 3. POSTS TO BE INSTALLED ON UPHILL o ° SECTION o ,,- wry ,y'"+' FLOW UJ SIDE OF SLOPE. . ,4. COMPACT BOTH SIDES OF FILTER NOT TO SCALE !�/ +�� 1 ^ ♦ ,`- FABRIC TRENCH. a STAKING SPACING `' NlIIM1E r REA 5. PANELS MUST BE PLACED 4' O.C. a ..,.ruw.lu _ TITLE FAQ �� ACCORDING TO SPACING ON DETAIL - ��" 'i.1.i FILTER •- inue.1111 Fi # DATE DESCRIPTION 11"15 o f NO.940 ° 6° • - :'lllhllhlllllli' (-) 0 0 i� hiWIIBVni XX w PROFILE uuulnl+III -- DITCH INLET PLAN VIEW I',��":I.�'I� sgrylllAllpll E NOT TO SCALE a ° ,!llnIIMIVIII oc CAPMINIMUMPING, NOTES: _ ::'•s: m UPFL 1. STAKING SPECIFICATIONS:+....+.................+..:....... SHOE 6" overlap of bags. ti1: ::.+.:.;::•:•:•:•.+:o,•..;; .; ..•:.;:.>.•::::: 4•r• a a. 1'X2" WOODEN STAKES • ��••••:.x.*:•:.:.:+:•:4:• A.: FILTER � F MATERIAL b- ADHoLnoNAL STAKES MAY BE INSTALLED ON NOTES: -ED :`: `:•:•::•::•:•:�:�:'`:::•.•:•.:•..•.•::.•:. .. •• DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR 2'-e" :••••••.x. +•••.•+•:+•+•r;+•+-:•.:,•..:••;•:.:•.*:-+•o+••;;:•o:; ;: RCLg HIGHLY EROSIVE SOILS. 1. ADDITIONAL MEASURES MUST BE !% ❖:ev....+.:;:4:4:`'4: =•:;;:•'•.;:•;: CONSIDERED DEPENDING ON SOIL TYPES. wCV s •::+::•:::.+:ti•:•::::•'•:;5.��.:•3:::•::-,+::`:.+:::•' fl 2. SPACING IN ACCORDANCE WITH DETAIL 94-0. �.: ::•:�i':•:�'' ::• :•�'•:s'+•_:•: :•*:•X•:•:+ 2. 810-FILTER BAGS SHOULD BE +i ��•�• •••a +•• •' ,•••+++•• 0 3 REMOVE ALL ROCKS, CLODS,OTHER OBSTRUCTIONS SO THAT THE INSTALLED ON OR �, , tY / �G/ STAKED WHERE APPLICABLE USING (2) Er, WATTLES WILL HAVE DIRECT CONTACT WITH THE1"x2" WOODEN STAKES OR APPROVED REVISIONS f PLAN- VIEW SOIL. o Ei NOT TO SCALE 4. INSTALL THE WATTLES IN A 2" DEEP TRENCH, EQUAL PER BAG. Q - eMA>SIN SPACING - FOR FURTHER INFORMATION INSURING THAT NO GAPS EXIST BETWEEN THE FOR FURTHER INFORMATION 5 T'-r -' ON DESIGN CRITERIA SEE SOIL AND THE BOTTOM OF THE WATTLE.. THE 3. WHEN USING 30' B10-BAGS TO o ❑N DESIGN CRITERIA SEE Cl CHAPTER 4 OF CLEAN WATER ENDS OF ADJACENT WATTLES SHALL BE PROTECT A CATCH BASIN YOU MUST SLH KDC NT VI CHAPTER 4 ❑F CLEAN WATER a MINCES EROSION CONTROL 110N OVERLAPPED 1 #'T. MINIMUM TO PREVENT HAVE 4 BAGS AND THEY SHALL BE SERVICES ER❑SI❑N PREVENTION DRAWN BY CHECKED BY 0 NOT TO SCALE AD T TROL SEDIMENT PASSING THROUGH THE FIELD JOINT. PLANNING AND DEC MANUAL OVERLAPPED BY 6". AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. PFI SUBMITTAL 0 STATUS 0 T INLET PROTECTION 02/26/2018 SEDIMENT FENCE WATTLES CleanWater Services C1eanWater Services TYPE 4 W Services J DRAWING NO. 875 REVISED 12--18 DRAWING NO. 880 REVISED 12-16 DRAWING NO. 915 REVISED 12-16 17052 Q PROJECT NUMBER o, ✓ Cri co E N n' E C 3 ■ 0 N , O 2018 OTAK, INC. e, If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. ._. Otak il.A6.. FOR FURTHER INFORMATION CN DESIGN �1W ,� Otak, Inc. CHAPTER 4 OF SAN WATERMIXES EROSION TION 1Z' ir 808 SW Third Avenue, Ste. 300 AHD SEDIMENT CENTRO. TO°RA�� ° 1O " �••'--- —y Portland, OR 97204 PLANNING ASD DESIGN MANUAL 503. 287. 6825 J I www.ota k.co n- �`��`D PROF4fs — rrExvlalla RUN our MEM DIRECTION OF TRAVEL 5 aG<N E D -I. 44 _ GRAZ To GRAN TO WWI 4V �' �� `� i. _. PRELIMINARY �p , \ OREGON 0 T"P. �!D_ 1 i i- FAT Z0� VP. 11 0' 1e' k? 1 ' . I l ] 3, F CH11a� _ ��.. . _I EXPIRES: 12/31/2019 I_ _____ .:":-1---_-1:-, _ _-_ 1---7,----=:.9.,- PLAN VIEW STAMP ._ThrkJ1. J DBG PROPERTIES LLC PLAN VIEW MEM drTwlcAL -CONTRACTOR TO PROMOE NTS 01101 REQUIRED) OSUCTION OF TRAWL VIA1ER SUPPLY 10 MANTAII 1f OF'WIER AT ALL TIMES BIOFLTER BAG ORAPPROWD T �. ID T1fP. I TyP , ALTERNATIVE } 1 I (LMIDl REED) -1%GLADE •--s. y 0;�:e.444,41..:4:-...:40.is`"� I4 _ ' # * :r t I S j CONSULTANT Ikt .. 1 111 .=.=.'.'.=.:.:.'. '=.._..-.-.-...-... OCMOZTE NMI 113'QC.BOTH WAYS II . .:. .. . .=. .. ,. , ._-._-._-._. 11. 1I _: .. . ry •.• .. • • • • .II' CRUSH BASE COURSE Th •• •� : • IITI ' RRPIM AS ROUND D NON-WOVEN OEO1DCAE PROFILE PROFILE [COTES: 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT MR FIN11IIR INFORMATION NQgS: AS NEEDED TO PREVENT TRACKING FROM TIRE ON OESNN MUM SEE WASH; SEDIMENT LADEN WATER MAY BE PIPED TO CHAPTER 4OF�NIVADC 1. BIO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. AN APPROVED SEDIMENT TRAP. AIM S[ONEKI CONTROL 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING (2) 1"x 2" WOOD STAKES OR 2. USE GEOTEXTILE FABRIC WITH AGGREGATE FOR A KAMM AND OEM MANUAL APPROVED EQUAL PER BAG. TEMPORARY TIRE WASH. OUTLET PROTECTION RIP RAP watcr SeIMces TIRE WASH—(DRIVE— THROUGH) cleanwaterservices DRAWING NO. 820 REVISED 12-16 DRAWING NO. 870 REVISED 12-16 Cill) 11.11111. 0) Z J W Q F- E w o11-1J iat o Q zz1:: O- z o a o0 0 G CC CO U z z CI CD ° O NJH � o CO W ° Er) O LL U w w TITLE # DATE DESCRIPTION U XX w aS E co z 0 co J -C7 O U CU N O ti Q REVISIONS a n U 5 Q SLH KDC v DRAWN BY CHECKED BY N LL7 o PFI SUBMITTAL o STATUS 0 ti �i 02/26/2018 .o DATE J 17052 E a PROJECT NUMBER rn Co co E, N c,-; E C 3 a 1 N .Q ©2018 OTAK. INC. a) E If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly.