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Plans (16) BU P2018 -00094 RECEIVED Ota,k APR 0 2 2018 . Tim El E F I E L D S A IDA Rimi 1\il E NT IS --"'"lgill.IIII:"A Ilk crIY0FTIGAI}�• 5�RD Otak Ar- ' ects, Inc. B�" � � 0`r 808 S hird A -nue, Suite 300 Pa ,nd, OR 97204 mai 503.287.6825 Aiww.otak.corn • ,AloYir% 3720 BRIAN H.FLEENER4 PROJECT TEAM DRAWING SHEET INDEX • • POITLANI ,�R ARCHITECT OWNER/DEVELOPER A4-0.01 COVER SHEET A4-2.00 BUILDING 4 SLAB PLAN AX-8.06 EXTERIOR DETAILS-ROOF OTAK ARCHITECTS, INC. DBG PROPERTIES LLC A4-0.02 REFERENCE SITE PLAN A4-2.01 BUILDING 4 FLOOR PLAN LEVEL 01 AX-8.07 EXTERIOR DETAILS V//�� F D 808 SW THIRD AVENUE, SUITE 300 2164 SW PARK PLACE A4-2.02 BUILDING 4 FLOOR PLAN LEVEL 02 AX-8.11 INTERIOR DETAILS-FIRE RATED DETAILS 3/29/2018 PORTLAND, OR 97204 PORTLAND, OR 97205 S0.01 GENERAL NOTES-APARTMENTS A4-2.03 BUILDING 4 FLOOR PLAN LEVEL 03 AX-8.12 INTERIOR DETAILS-FIRE RATED DETAILS STAMP PHONE: (503)415-2393 FAX: (503)415-2304 PHONE: (503)224-2554 FAX: (503)223-4463 S0.02 GENERAL NOTES-APARTMENTS A4-2.04 BUILDING 4 FLOOR PLAN LEVEL 04 AX-8.13 INTERIOR DETAILS CONTACTS: MATT NEISH, CHRISTINA KWIECIENSKI CONTACT: SKIP GRODAHL S4-2.01 FOUNDATION PLAN-BUILDING 4 A4-2.05 BUILDING 4 ROOF PLAN AX-8.14 INTERIOR DETAILS LANDSCAPE ARCHITECT OWNER CONTRACTED CONSULTANTS 54-2.02 SECOND FLOOR FRAMING PLAN-BUILDING 4 A4-2.12 BUILDING 4 REFLECTED CEILING PLANS AX-8.15 AIR SEALING COMPARTMENTALIZATION OTAK, INC. S4-2.03 THIRD FLOOR FRAMING PLAN-BUILDING 4 A4-3.01 BUILDING 4 EXTERIOR ELEVATIONS AX-8.20 STAIR DETAILS 808 SW THIRD AVENUE, SUITE 300 CONTRACTOR 54-2.04 FOURTH FLOOR FRAMING PLAN-BUILDING 4 A4-3.02 BUILDING 4 EXTERIOR ELEVATIONS AX-8.21 ELEVATOR&MECH SHAFT DETAILS 1L J-1- ( i1_ PORTLAND, OR 97204 S4-2.05 ROOF FRAMING PLAN-BUILDING 4 A4-4.15 BUILDING 4 BRIDGE PLAN, SECTIONS &ELEVATION AX-9.01 WASTE ENCLOSURE -- �'il LJ L� PHONE: (503)287-6825 DBG PROPERTIES LLC CONTACT: KAITLIN NORTH 2164 SW PARK PLACE s4-3.01 SHEARWALL PLAN-BUILDING 4LIG P R O P E RT E CIVIL ENGINEER PORTLAND, OR 97205 544.01 SHEARWALL ELEVATIONS-BUILDING 4 AX-4.11 WALL SECTIONS EC0.0 COVER SHEET&GENERAL NOTES LLC PHONE: (505)402-0091 S8.01 FOUNDATION DETAILS-APARTMENTS AX-4.12 WALL SECTIONS EC1.0 CLEARING & DEMOLITION PLANS (1 OF 2) OTAK, INC. CONTACT: TYLER COLEMAN S8.02 FOUNDATION DETAILS-APARTMENTS AX-4.13 WALL SECTIONS EC1.1 CLEARING & DEMOLITION PLANS(2 OF 2) 808 SW THIRD AVENUE, SUITE 300 38.03 FOUNDATION DETAILS-APARTMENTS AX-5.01 STAIR 1 PLANS&SECTIONS EC2.0 GRADING, STREET AND UTILITY CONSTRUCTION PORTLAND, OR 97204 STRUCTURAL ENGINEER 38.04 BRIDGE DETAILS AX-5.02 STAIR 2 PLANS&SECTIONS EC2.1 GRADING, STREET AND UTILITY CONSTRUCTION CONSULTANT PHONE: (503)415-2408 ENAYAT SCHNEIDER SMITH ENGINEERING, INC. 58.21 FLOOR FRAMING DETAILS-APARTMENTS AX-5.03 ELEVATOR&MECHANICAL PLANS&SECTIONS EC3.0 EROSION CONTROL DETAILS CONTACT: KYLE CHILDERS CT STREET, SUITE 203A DENVER, CO80205 LAS8.22 FLOOR FRAMING DETAILS-APARTMENTS AX-5.11 UNIT PNS EC3.1 EROSION CONTROL DETAILS ARBORIST PHONE: (720)9041234 S8.23 FLOOR FRAMING DETAILS-APARTMENTS AX-5.12 UNIT PLANS TERAGAN &ASSOCIATES, INC, CONTACT: WAHID ENAYAT S8.31 ROOF FRAMING DETAILS-APARTMENTS AX-5.13 UNIT PLANS 3145 WESTV1EW CIRCLE S8.32 ROOF FRAMING DETAILS-APARTMENTS AX-5.14 UNIT PLANS LAKE OSWEGO, OR 97034 GEOTECHNICAL ENGINEER 38.41 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 VANCOUVER, WA 98662 AX-5.17 UNIT PLANS MECHANICAL, ELECTRICAL & PLUMBING ENGINEER PHONE: (360)258-1738 A4-0.11 BUILDING 4 CODE SUMMARY AX-5.18 UNIT PLANS MFIA, INC. CONTACT: RAJIV ALI A4-0.12 BUILDING 4 CODE PLANS LEVEL 01 -02 AX-8.01 EXTERIOR DETAILS-OPENINGS 2007 SE ASH STREET A4-0.13 BUILDING 4 CODE PLANS LEVEL 03-04 AX-8.02 EXTERIOR DETAILS-OPENINGS PORTLAND, OR, 97214 GREEN BUILDING CONSULTANT A4-1.01 BUILDING 4 VERTICAL CONSTRUCTION ASSEMBLIES AX-8.03 EXTERIOR DETAILS-SIDING PHONE: (503)234-0548 FAX: (503)234-0677 EARTH ADVANTAGE A4-1.02 BUILDING 4 HORIZONTAL CONSTRUCTION ASSEMBLIES AX-8.04 EXTERIOR DETAILS-FOUNDATION CONTACT: JAMES L. TORMEY 623 SW OAK ST, THIRD FLOOR A4-1.12 BUILDING 4 SCHEDULES AX-8.05 EXTERIOR DETAILS PORTLAND, OR 97205 PHONE: (503)968-7160 X23 CONTACT: ERIC FOLEY PROJECT INFORMATION ABBREVIATIONS SYMBOLS # NUMBER GB GRAB BAR PERF PERFORATED, $E & AND GPM GALLONS PER PERFORATE VICINITY MAP ENERGY CODE COMPLIANCE L CENTERLINE MINUTE PLAM PLASTIC 2 ; • ASSEMBLY TAG LEGAL DESCRIPTION: AC ACRE GYP GYPSUM LAMINATE I 251 01 0001 600 ACC ACCESSIBLE PL PLATE, AED AUTOMATED HB HOSE BIB PROPERTY LINE O \I\ TOTAL SITE: 14.88 ACRES EXTERNAL HC-PHB HOLLOW CORE PLYWD PLYWOOD WNDOW TAG DEFIBRILLATOR PRIMED PNL PANEL COhicheck Software_ Version 4.0.8.1 ON-SITE IMPERVIOUS(BLDGS): 69,091 SF(1.59 ACRE) AFFABOVE FINISH FLOORHARDBOARDPNTPAINT �ygo - TIGAON-SITE IMPERVIOUS(ROADS,WALKS): 227,986 5F(5.23 ACRE) ADJ ADJUSTABLE HDR HEADER PR PAIRTC Envel0 Comp„liance Certificate AHU AIR HANDLING UNIT HDW HARDWARE PREFIN PREFINISHEDy ie STA M ZONING: ALUM ALUMINUM HM HOLLOW METAL PREPR PRE-PRIMED DOOR TAG �■■ AlZ APPROX APPROXIMATE HORIZ HORIZONTAL PT PRESSURE MUE(PD) APT APARTMENT HR HOUR TREATED, N \ 3y, HVAC HEATING POST TENSION LLISec tion 1 ',1 .ct!rt#orrnation EXISTING USE: VACANT LAND NORTH ARROW \ BD BOARD VENTILATION\ • Energy Coda 2014 Oregon Energy Efficiency Specialty CodeBDRM BEDROOM AND AIR R RISER, RADIUS\ / Project Tits; PROPOSED USE: 4 STORY WOOD FRAMED APARTMENTS. BLDGBUILDINGCONDITIONING R & SROD AND SHELF Projeci Type:filewv' t)nstrucfion BLKG BLOCKING RCP REFLECTED `� Ilimi Envetape Compliacscs Presct:pfnreBM BEAM IBC INTERNATIONAL CEILING PLAN(S) 1 1 IDI=TAIL TAGS \\ Construction Site: OwrreriHgettt Design ICarafraetor PARKING BOT BOTTOM BUILDING CODE RD ROOF DRAINrt \ `_T 4-8.01 A` 4-8.01' +` .\ Building Lnq ion tptxieather data): Rood,Oregon BR BEDROOM ICBG INTERNATIONAL REF REFERENCE \ QftmateZone: +1a STANDARD PARKING STALLS ARE MINIMUM 8.5' x 18.5'. �� CONFERENCE OF REEL REFLECTED \ Vertical Glazing Wa1AreaPct.: ACCESSIBLE PARKING STALLS ARE MINIMUM 8.5'X 18.5'WITH 5'AISLE. CIP CAST-IN-PLACE BUILDING REFR REFRIGERATOR O \ ��` _�Bohan `°°Nat COMPACT PARKING STALLS ARE MINIMUM 7.5'x 16.5'. CJ CONTROL JOINT OFFICIALS READ REQUIRED A4-3.0 3 \ t ;ltitarfkRes4CL CLOSET IN INCH REST RESTROOM EXTERIOR ELEVATION TAG Soso \ TOTAL PARKING REQUIRED #OF STALLS, CLG CEILING INFO INFORMATION RM ROOM 1D PROJECT \ I ` EnvelopeRequirements CLR CLEARANCE) INSUL INSULATE(D), (ION} RO ROUGH OPENING j C-/-- < 0 SITE \ TOTAL SURFACE STALLS 428 CMU CONCRETE UNIT INT INTERIOR \ MAX. COMPACT SURFACE STALLS 50%OF TOTAL MASONRY SAME SELF-ADHERING 1C A4-5.11 1A INTERIOR ELEVATION TAG Q WCh TOTAL ACCESSIBLE STALLS 9 CPT CARPET JAN JANITOR'S MEMBRANE 11-1 \ (PER OSSC 1106.2) COL COLUMNS CONT CONTINUOUS JST JOIST SD SMOKENG 1$ Y [V W \\ TOTAL PARKING PROVIDED 428 CONC CONCRETE KDHM KNOCK-DOWN DETECTOR W Z °) CORK CORRIDOR HOLLOW METAL SF SQUARE FOOT a TOTAL STANDARD STALLS 233 KIT KITCHEN SHTHG SHEATHING BUILDING SECTION TAG Lim I 0 TOTAL COMPACT STALLS 184 D DRYER SIM SIMILAR • TOTAL ACCESSIBLE STALLS 11 DBL DOUBLE LAM LAMINATE SPEC SPECIFICATION `-�1 �i1 W GENERAL NOTES DF DRINKING LAUN LAUNDRY STD STANDARD CeLU w FOUNTAIN LD LOAD STL STEEL Q BUILDING DATA DIA DIAMETER LGT LIGHT STOR STORAGE 1 WALL SECTION TAG C\1 0 D DIM DIMENSION LN LINEN STC SOUND 4-4.11 I 00 1- 0 1. THE INFORMATION HEREIN IS OFA PROPRIETARY NATURE AND IS 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT NUMBER OF DWELLING UNITS 264 DN DOWN LVT LUXURY VINYL TRANSMISSION •---...-- SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS PARKING PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF CONSTRUCTION TYPES VA-APARTMENTS DR DOOR TILE CLASS TOP OF SLAB BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL VB ar ELEVATION DATUM FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. VB-CLUBHOUSE DU DOWN SPOUT LW LNE/WORK STRUCT STRUCTURAL TITLE CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR NUMBER OF FLOORS 4 DU DWELLING UNIT SV SHEET VINYL BUILDING AREA SEE SITE PLAN SHEET A-0.02 DW DISHWASHER MAINT MAINTENANCE /� DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BUILDING HEIGHT 44'-0"+l-TO TOP OF HIGH ROOF DWG DRAWING MAIL MATERIAL T TREAD A. 1 GRID LINE/GRID BUBBLE # DATE DESCRIPTION INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND PROCEEDING WITH THE WORK. MAX MAXIMUM TEMPERED RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR EA EACH MDF MEDIUM DENSITY T&G TONGUE& LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE EJ EXPANSION JOINT FIBERBOARD GROOVE HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS RESERVED. DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING . EL ELEVATION MECH MECHANICAL TB TOWEL BAR ROOM NAME ROOM TITLE COPYRIGHT 2018. WITH THE WORK. UNIT MIX ELEC ELECTRICAL MEMB MEMBRANE TEL TELEPHONE2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS ELEV ELEVATOR MFR MANUFACTURER TG TEMPERED © TEMPERED GLAZING OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF EP ELECTRICALMIN MINIMUM GLASS SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS PANEL MIRK MIRROR(ED) THK THICK, SEE SITE PLAN SHEET A-0.02 FOR UNIT MIX INFORMATION. EQUIP EQUIPMENT MISC MISCELLANEOUS THICKNESS ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER ARE COMPLETED. EQ EQUAL MO MASONRY TO TOP OF ION. REVISION TAG AND CLOUD EXECUTION OF THE CONTRACT. EXIST EXISTING OPENING TP TOILET PAPER 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE EXT EXTERIOR MTL METAL T/S TUB/SHOWER 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP TYP TYPICAL SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A EDGE, OR AS NOTED. FC FIBER CEMENT N NORTH REVISIONS CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY FCP FIBER CEMENT NA NOT APPLICABLE UL UNLIMITED INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION PANEL NIP NOT IN THIS UNO UNLESS NOTED OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND FBGLS FIBERGLASS PACKAGE OTHERWISE CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICATIONS, AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FD FLOOR DRAIN NO NUMBER UNFIN UNFINISHED PP,CK,JL,NL,TF MN SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS FEC FIRE EXTINGUISHER NR NON RATED RELATED PERMITS I REVIEWS OWNER. EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES CABINET NTS NOT TO SCALE VCT VINYL DRAWN BY CHECK BY (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO FIN FINISH COMPOSITION PERMIT SET 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND FLR FLOOR OC ON CENTER TILE • PDR2017-00004 PLANNED DEVELOPMENT REVIEW THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE ACCESSORIES. FND FOUNDATION OCC OCCUPANT(S) VERT VERTICAL • SLR2017-00005 SENSITIVE LANDS REVIEW STATUS ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH FO FACE OF OCCUPANCY(IES) VRFY VERIFY • MLP2017-00009 MINOR LAND PARTITION 03.29.2018 WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH, AND TYPE FOC FACE OF CONCRETE OLF OCCUPANT LOAD VS VERSUS • PFI2018-00049 PFI SUBMITTAL UNLESS INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECTS SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOF FACE OF FINISH FACTOR W WASHER • XXXXX SITE DEVELOPMENT SUBMITTAL DATE CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE FOS FACE OF STUD OPP OPPOSITE W/ WITH 17052 ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED FOW FACE OF WALL OPNG OPENING WD WOOD TO THE COPYRIGHTS. ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY FRP FIBER REINFORCED ORD OVERFLOW ROOF WH WATER HEATER DEFERRED SUBMITTALS PROJECT NUMBER ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS PLASTIC DRAIN WIC WALK IN CLOSET 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. FT FEET OSB ORIENTED WIN WINDOW MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN FTG FOOTING WALL STRAND WP WATERPROOF • METAL GUARDRAILS AND HANDRAILS CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY FT FEET BOARD WR WATER • COMPOSITE WOODEN FLOOR JOISTS A4.001 WORK OF ELEMENTS RESULTING IN CONFLICTS. OSSC OREGON RESISTANT • WOOD ROOF TRUSSES CITY OF TIGARD A4-O . O1 GA GAUGE, GYPSUM STRUCTURAL WRB WATER • SPRINKLER SHOP DRAWINGS Approved by Planning ©2018OTAK,INC. ASSOCIATION SPECIALTY CODE RESISTANT • PRE-MFR BRIDGE GAL GALVANIZED OVFL OVERFLOW BARRIER Date: y-` If this drawing is not 24'x 36',it has been Initials: l_ reduced/enlarged. Scale accordingly. 011..4,44akii, BLDG AREA UNIT COUNT SITE NOTES 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. CUSTOMER COMPARTMENT REAH RANGE MUST BUILDING NO. NO. OF TOTAL GROSS BUILDING NO. TYPE 'A' UNITS TYPE 'B' UNITS TOTAL WITHIN 48"AND 28"AFF.SEE A 9.01 FOR ADD INFO.BE Otak Arc 'CtS, Inc. FLOORS BLDG AREA (SF) • 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL 808 SW • ird Av: e,Suite 300 BUILDING #1 4 49,648 BUILDING #1 3 (2) 1 BD, (1) 2 BD 53 56 SERVICE THAT MAILBOXES COMPLY WITH USPS Portia ., OR 97204 REQUIREMENTS. main 13.287.6825 v-vw,otak<com BUILDING #2 4 41,812 BUILDING #2 3 (2) 1 BD, (1) 2 BD 45 48 3. SITE DEVELOPMENT SUBMITTAL FOR ADDITIONAL INFO. BUILDING #3 1 3,342 BUILDING #3 0 0 0 0 SEE BUILDING #4 BUILDING #4 34. SEE CIVIL FOR ADA PARKING INFORMATION /.�� 4 50,848 (1) 1 BD, (1) 2 BD, (1) 3BD 45 48 „� 20 BUILDING #5 4 49,648 BUILDING #5 3 (2) 1 BD, (1) 2 BD 53 56 •IAN R.FLEERER BUILDING #6 4 58,671 BUILDING #6 3 (1) 1 BD, (1) 2 BD, (1) 3BD 53 56 PORTLAND,OR �► 3/29/2018 TOTAL 253,969 TOTAL 15 249 264 LEGEND OF 0't 000101114111 ACCESSIBLE PATH STAMP PROJECT INFO DBG PROPERTIES TAX MAP I LOT NOS: WASHINGTON COUNTY TAX MAP LLC 2S10100 TAX LOT 1600 ZONING: MUE(PD) CONSULTANT C� • . \/.------\KII r--• ..-------- --:-.-: O %! V • ti, � I ii % 1 11,. :. / / 0 //9: ifi 1 ,11 iiiik illifr. • / ... \ • ,,.: • Z • 0WI 0. if II: / T:t_i0.14,74kiii:o.."..., �, d to / u, ...'•...........:'''' \ \ • • 111• / :-./ LAG00 0 ---:--;-":-:H • PEDESTRIAN PATH • • y ` •• N50'DEVELOPEMENT • • / / / \ \ \ o' ® y®ya �' • ® u:::- . . ... . i'.. % ' '.; :: ' : :1)::). \ 1•11111 ' BUFFER • • / ®�• \` \ / i '® , , ®may� / � � , ° r PROPERTY LINE : _ <-\:..3) 1:21 LLJ _____/ rill< L.C6 or) • • PEDESTRIAN I III \\ / �:•, ___ . .0, , nil 0 N W 1 I LI 110 ACCESS BRIDGE • / ) • / / o ,,. f. / a � � o � � ��itftri:i 17Th l o 0 � ° 2 STORM WATER 6 ~ • / , I. ,'' r 1:1 —TREATMENT 0.;/ W Z G41- ACCESSIBLE / • = , ° a �.�, —FACILITY 0.; i � Z RAMP .. I / / \ O ,. , W itot , - \ \ ®®® PEDES RIAN • • ' -4. ,•. •�!•. e*:* 0 • • ..."__ — , ACCESS BRIDGE _ 1114,- - ���y. • • 0, wi ct L( ,4 i _, 'EN SPACE :- : 0 rr Ft . ct '` b STO M WATER PEDESTRIAN ( Q ftj k ,•;;; m _.... PLAfJTER TYP. — CLUSTER I:" h"9 �;' , 17, --�� r.:.. 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REVISIONS PEDESTRIAN .::..1":':1119"4-.'63C43121121816a LIDA PLANTER,TYP 24'ACCESS EASEMENT - BLDG 3 TO INDUSTRIALPATH PARKCONNECTION \ • 11111 •11• • • • • •MMEM1110 • IME/O=f1= • • ISININNIMINID • • 11•11111111111111. • • • • 41111.111111•1110 0 • • • 111111IMMINI• illIONNIIIii • • • • •/EMMOIMPO • • • 01111M1 • • • 0 • • 4111M10 • • 611111111111M0 • 0 0 • IIIIIIIIMINEMIZO 1/////M/P Author Checker DRAWN BY CHECK BY • \ TRASH ENCLOSURE- PROPERTY LINE CLUBHOUSE FUTURE WALL STREET SEE TRASH ENCLOSURE INDUSTRIAL PARK(BY OTHERS) PERMIT SET DRAWING SET,TYP CITY OF TIGARD STATUS 1 \ Approved by Planning 03.29.2018 1 Date: 9_2 'IA DATE Initial C-3 17052 PROJECT NUMBER 0' 30' 60' 120' !MIIIIIIIIIIIPIIIIIIMI A4-O . 02 1 REFERENCE SITE PLAN ©2018OTAK,INC. If this drawing Is not 24"x 36",it has been '4-0.0 SCALE: 1"=60'-0" reduced/enlarged.Scale accordingly. LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES Otak DESIGN LOADS PROJECT GENERAL NOTES CONCRETE -CAST -IN -PLACE 1. GOVERNING CODE: 1. UNLESS NOTED OTHERWISE, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. CLEARLY 1. TRUSSES SHALL COMPLY WITH ALL PROVISIONS OF THE DESIGN SPECIFICATIONS ._i4 _ A. 2014 OREGON STRUCTURAL SPECIALTY SHALL BE THOSE CONFORMING WITH VERSION OF THE APPLICABLE SPECIFICATION OR IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE CODE CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITIES. THESE SHALL CONFORM TO THE FOLLOWING TABLE: FRAMING LUMBER INSTITUTE, EXCEPT AS NOTED OTHERWISE. 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 (%) 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH U.N.O. NOTED ON THE 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL Otak Architects, Inc. 2. ROOF LOAD (APARTMENTS): 2. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON INTERIOR SLAB ON GRADE 3,000 0.55 4-6 0-2 DRAWINGS. FOOTINGS/FNDN WALLS 3,000 0.50 2-4 5-7 BE MANUFACTURED DESIGNED BY AN APPROVED MANUFACTURER. 808 SW Third Avenue, Suite 300 A. SNOW LOAD 25 PSF + SNOW DRIFT AS NOTED THE STRUCTURAL CONTRACT DOCUMENTS. DO NO SCALE THE STRUCTURAL 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: CONTRACT DOCUMENTS. CONC. NOT NOTED main 503.287.6825 C. DEAD LOAD (TRUSS TOP CHORD) 11 PSF A. EXTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.O. ON DRAWINGS ROOF LIVE = L/360 ROOF DEAD = L/240 www.o87.68 5 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 = L/240 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 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. SHOP49 OFF 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 ��1 c*G I N FeJ/� 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 14+ C. DEAD LOAD (TRUSS TOP CHORD) 15 PSF (INCLUDES GREEN ROOF) MECHANICAL UNITS,AND PENETRATIONS REQUIRED FOR MECHANICAL, ELECTRICAL, ONE (1)AT SEVEN (7) DAYS, THREE (3)AT 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. 8f �4 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. v 1. �,,,.�''�'- ir 3. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL 4. PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING. 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN A MEMBER WITH A 3. FLOOR LOAD (APARTMENTS): 5.ANY CONTRACTOR INDUCING LOADS ON THE STRUCTURE NOT SPECIFIED ON THE CONFORM WITH THE SPECIFICATIONS CONTAINED IN THE A.C.I. "MANUAL OF MINIMUM TRANSFER AT ANY MEMBER OF TWO THOUSAND (2,000) LBS. 'gjr,,, .•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 D G. Etk B. LIVE LOAD STAIRS 20 PSFPRIOR 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. IEXPIRES: 12/31/ 19 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 FLAT BLOCKING AT ALL EDGES. WALLS FOR MINIMUM OF 300 PLF, U.N.O. ON DRAWINGS A 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 1 I �- 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 - -- u -,r 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. DBG PROPERTIES E. IMPORTANCE FACTOR 1_0 INSTALLED. PROVISIONS OF A.C.I. 318"BUILDING CODE REQUIREMENTS FOR REINFORCED MINIMUM NAIL SIZES ARE AS FOLLOWS: CONCRETE". 8D = 0.131" DIA X 2 1/2" LONG 9. TRUSS MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS, LLC 5. WIND CRITERIA(PER ASCE 7-10): 9. SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND 10D = 0.148" DIA X 3" LONG BLOCKING AND/OR SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS, AS A. ULTIMATE DESIGN WIND SPEED (3 SEC. GUST) 120 MPH SUBMITTED BY THE CONTRACTOR OR SUBCONTRACTOR ARE NOT CONSIDERED PART 8. CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS, COLUMNS OR PILASTERS 16D = 0.162" DIA X 3 1/2" LONG REQUIRED TO PROVIDE A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM. B. NOMINAL DESIGN WIND SPEED (3 SEC. GUST) 93 MPH OF THE STRUCTURAL CONTRACT DOCUMENTS. ANY ENGINEERING DESIGN PROVIDED AND THE SLABS THEY SUPPORT AND WALL CONSTRUCTION JOINTS SHALL BE U.N.O. MINIMUM FRAMING NAILING SHALL CONFORM TO IBC TABLE 2304.9.1. SEE 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 , 444,,, 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 E. INT. PRESSURE COEFF., GCPi ±0.18 LOCATIONS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT DRIVEN NAILS OTHER THAN "COMMON" NAILS MAY BE USED IF PRODUCT DATA IS CONTRACTOR SHALL PROVIDE SPRINKLER SHOPS TO THE TRUSS MANUFACTURE FOR Schneider t ►• 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 ��� Engineering, TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY Inc. 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 35 psf 30psf 35 psf 11. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING. 720.904.1234 www.essdenver.com --- - - CONDITIONS WHICH ARE NOT KNOWN DURING DESIGN OR ARE AT VARIANCE WITH THE 10. BOND NEW CONCRETE TO EXISTING CONCRETE WITH AN APPROVED BONDING PROJECT DOCUMENTATION. SUCH CONDITIONS MAY INTERFERE WITH NEW AGENT. AS A MINIMUM, EXISTING CONCRETE SURFACES SHALL BE ROUGHENED BY 10. CONTRACTOR IS TO PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET SHOP DRAWINGS CONSULTANT CONSTRUCTION, REQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK, OR MAY CHIPPING TO A MINIMUM 1/4"AMPLITUDE TO EXPOSE COURSE AGGREGATE. CONDITIONS TO LIMIT MOVEMENTS DUE TO EXPANSION CAUSED BY MOISTURE. N _ 2 w CONSIST OF DAMAGE OR DETERIORATION OF STRUCTURAL MATERIALS/COMPONENTS PREPARATION AND APPLICATION IS TO BE IN STRICT ACCORDANCE WITH THE ADDITIONALLY, PROVIDE PROPER PANEL SPACING PER THE AMERICAN PLYWOOD 1. CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND SHALL NOT BE COPIED FOR in 0Z WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE MANUFACTURER'S RECOMMENDATIONS. ASSOCIATION RECOMMENDATIONS. USE AS ERECTION PLANS OR SHOP DETAILS. LU m 0 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 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 oM 0- LOADS SHOWN ARE SUCH DISCOVERIES. WOOD PRESERVERS BUREAU) QUALITY MARK. ESS'S NAME AND LOGO FROM ALL SHEETS. ir 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 ifl tY Ir 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. `` it " � SEQUENCES, PROCEDURES, NOR SITE SAFETY. ONE(1) EDGE IS NOT HELD IN LINE BY SHEATHING, WALLBOARD, BRACING, ETC. CONCRETE REINFORCING STEEL 4. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE" REQUEST FOR 6'-6"_ 6'-6" 13. THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING AVAILABLE 13. DOUBLE UP STUDS AT CORNERS AND JAMBS OF OPENINGS LARGER THEN 6'-0"AT CHANGE IN WRITING" UNLESS SPECIFIC SUGGESTED CHANGES ARE CLEARLY MARKED FROM FROM' INFORMATION REGARDING THE EXISTING CONDITIONS. NO ATTEMPT HAS BEEN MADE 1. CONCRETE REINFORCING STEEL FOR, METAL INSERTS CONFORM WITH ASTM A 615 BEARING WALLS. U.N.O. SEE PLAN FOR BEARING WALL LOCATIONS. AND NOTED. CHANGES BY MEANS OF THE SHOP DRAWING SUBMITTAL PROCESS CORNER CORNER TO VERIFY ANY EXISTING CONDITIONS AGAINST INFORMATION PROVIDED BY OTHERS. DEFORMED GRADE 60 (WELDABLE REINFORCEMENT SHALL BE ASTM A706, GRADE 60) BECOME RESPONSIBILITY OF THE ONE INITIATING SUCH CHANGES. THE CONTRACTOR SHALL COMPARE THE EXISTING DOCUMENTS AND NOTIFY THE UNLESS OTHERWISE NOTED. 14. PROVIDE TWO (2) 2x STUDS MINIMUM NAILED TOGETHER UNDER ALL BEARING COMPONENT AND CLADDING WALL PRESSURES ARCHITECT OF ANY DIFFERENCES BEFORE PROCEEDING WITH WORK. POINTS OF ROOF GIRDER TRUSSES, CONCENTRATED LOADS AND BEAM BEARINGS, 5. SHOP DRAWINGS STAMPED BY A LICENSED ENGINEER IN THE STATE WHERE THE NTS 2.ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL UNLESS NOTED OTHERWISE. STUDS SHALL EXTEND FROM TOP OF FOUNDATION TO BUILDING IS TO BE CONSTRUCTED, SHALL BE REQUIRED ON THE FOLLOWING ITEMS: 14. STRUCTURAL DRAWINGS ARE NOT STAND ALONE DOCUMENTS AND ARE INTENDED CONFORM WITH A.W.S. D1.4. BOTTOM OF MEMBERS. CONCRETE MIX DESIGN 6. SEISMIC CRITERIA: TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURE, MECHANICAL, ELECTRICAL, • GLUE LAMINATED MEMBERS A. RISK CATEGORY 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 10 16. ALL HEADERS NOT NOTED SHALL BE A MINIMUM (2) 2x8 WITH (1) 2x6 T& K AT • STRUCTURAL STEEL D. SITE CLASS ID 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 limm 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., 51 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., Sd1 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 URISHALL PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING K. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE ANALYSIS 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. M L•I"' L. SEISMIC FORCE-RESISTING SYSTEM(S) = BEARING WALL SYSTEMS 16. THE CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER, CLEARLY AND • 3"TO BOTTOM OF FOOTING/GRADE BEAMS OTHERWISE. w/LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS. EXPLICITLY IN WRITING OF ANY DEVIATION OR SUBSTITUTION FOR REQUIREMENTS OF • 2"TO EARTH FACE OF WALL 8. ALL DEFERRED SUBMITTALS SHALL BE ATTACHED TO THE PRIMARY STRUCTURE M. BASE SHEAR (ULTIMATE) THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT BE RELIEVED OF ANY 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 STRUCTURECe L.L 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 OR11141C Q d. BLD 4 = 188K IN WRITING OF THE DEVIATIONS OR SUBSTATIONS AT THE TIME OF THE SUBMISSION. TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL CALCULATIONS. C1.- 8. 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 = 181K "BUILDING CODE REQUIREMENTS FOR REINFORCING CONCRETE", CLASS B, UNLESS WASHERS. 9. LOADING AND LOCATION FOR THE ATTACHMENT OF DEFERRED SUBMITTAL ITEMS f. BLD 6 = 218K 17. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, NOTES, AND 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 Q SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON ACI 20. ALL FLOOR DECKING SHALL BE GLUED AND NAILED TO JOISTS. ALL FLOOR DECKING WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 7.ALL LOADS INDICATED ON THE PLANS ARE ALLOWABLE STRESS DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS CI) LOADS U.N.O. NOTED ON TYPICAL APPLY TO SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHALL BE TONGUE AND GROOVE WITH GLUED JOINTS. cn w SHOW, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE 9. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT, 10. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST TENSION LOADS. Ct I- 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 Q W M STRUCTURAL ENGINEER OF RECORD. (OR APPROVED EQUAL)AND SHALL BE THE SIZE AND TYPE INDICATED ON THE INCLUDE BRICK/CMU VENEER. N 0 18. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN BE OF THE SAME TYPE AND DRAWINGS. N 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 LLI Z a . SPACING. Z "ON CENTER (OC.)" 22. ALL FASTENERS (NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PROJECT ARCHITECT AND ENGINEER. PRESSURE TREATED OR FRT LUMBER SHALL BE CORROSION RESISTANT IN z 0 I ��// 19. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE INSTALLED 11. ALL WELDED WIRE FABRIC SHALL MAINTAIN A MINIMUM LAP SPLICE OF 6" ACCORDANCE WITH I.B.C. 2304.9.5. LL ABBREVIATIONS LIST O L.L IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 23. ALL CONNECTORS USED WITH PRESSURE TREATED MATERIAL OR EXPOSED TO W W co 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 DESCRIPTIONO Q z 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 00 w 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 FennARCH ARCHITECT/ARCHITECTURAL LW LONG WAY ~ F7. 0 CONSTRUCTION. APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: 1. EXPANSION ANCHORS SHALL BE I.C.C.-APPROVED (ZINC PLATED IN ACCORDANCE B BOTTOM LWC LIGHT-WEIGHT CONCRETE E Fb Ft Fc,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 1,700psi 1,075psi 680psi 1,400psi 400psi BOS BOTTOM OF STEEL MAX MAXIMUM LSL(9.5"+) 1,550ksi 2,325psi 1,070psi 800psi 2,050psi 310psi 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 2,025psi 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 REINFORCING MINIMUM EXTERIOR FOOTING DEPTH = 1'-6" CU CONCRETE UNDERLAYMENT MINIMUM INTERIOR FOOTING DEPTH = 1'-0" 26. ALL RIM JOISTS SHALL BE AS NOTED ON PLANS AND DETAILS. RIM MATERIAL SHALL ID 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. SB,JD TDS EMBD EMBEDMENT T TOP 5. ALL OVER EXCAVATION AND FILL SHALL BE PLACED AS DIRECTED BY THE SOIL'S EOS EDGE OF SLAB T&B TOP AND BOTTOM DRAWN BY CHECK BY ENGINEER. EVTR ELEVATOR T&G TONGUE & GR VE 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. 03.29.2018 FS FAR SIDE TOF TOP OF FOOTING 7.ALL FORMS AND ORGANIC DEBRIS SHALL BE REMOVED PRIOR TO BACKFILLING. FTG 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 STEEL!TOP OF SLAB 9. DO NOT PLACE BACK-FILL AGAINST FOUNDATION WALLS UNTIL FLOOR SLABS AT THE TOP IF INTERIOR FACE TYP TYPICAL AND BOTTOM ARE IN PLACE OR ADEQUATE BRACING IS INSTALLED AND CONCRETE IS L LONG/LENGTH UNO UNLESS NOTED OTHERWISE CURED. W WIDE/WIDTH WWF WELDED WIRE FABRIC SON01 ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. SPECIAL INSPECTIONS PROGRAM-APARTMENTS ESTABLISHED PER THE SPECIFIED BUILDING CODE AND LOCAL AMENDMENTS Otak TYPE OF WORK PERIODIC (4A) CONTINOUS (4B) COMMENTS 1) SOILS: / GRADING, EXCAVATION,AND FILL X IBC TABLE 1704.7 Otak Architects, Inc. 2) CONCRETE: 808 SW Third Avenue, Suite 300 PLACEMENT OF REINFORCING STEEL X IBC TABLE 1704.7 I Portland, OR 97204 BOLTS CAST IN CONCRETE X IBC TABLE 1704.7 I main 503.287.6825 PLACING OF REINFORCED CONCRETE X IBC TABLE 1704.7 I www.otak.com TAKING OF TEST SPECIMENS X IBC TABLE 1704.7 4) STRUCTURAL STEEL: ��EG P OF1•SS^4 SINGLE-PASS FILLET WELDS <5/16" X IBC TABLE 1704.3 c'` N ce 444 '�- BRACING AND STIFFENING DETAILS X IBC TABLE 1704.3 Qc 8• .114 - MEMBER LOCATIONS X IBC TABLE 1704.3 �� JOINT DETAILS AT CONNECTION X IBC TABLE 1704.3 v i/ - 5) HIGH STRENGTH BOLTING: IA, G.G COBEARING CONNECTIONS X IBC TABLE 1704.3 EXPIRES: 12/31/ ICI 6)WOOD FRAMING: INTERIOR AND EXTERIOR SHEARWALL NAILS X IBC TABLE 1707.3 3-29-2018 VERIFICATION OF HOLDOWNS AND STRAPS X IBC TABLE 1707.3 STAMP ROOF AND FLOOR DIAPHRAGM NAILING X IBC TABLE 1707.3 A FRAMING CONNECTIONS X IBC TABLE 1707.3 —^ r t JL 7) SPECIAL CASES: DBC� PROPERTIES COUPLING OF REINFORCING STEEL X PER ICC EVALUATION REPORT ADHESIVE ANCHOR INSTALLATION X PER ICC EVALUATION REPORT LLC EXPANSION BOLT INSTALLATION X PER ICC EVALUATION REPORT .......... .... . .... ............... .. PROGRAM FOOTNOTES: Schneider Smith yl 1. THE SPECIAL INSPECTOR SHALL BE A THIRD PARTY INSPECTOR APPROVED BY THE ENGINEER OF RECORD, THE Engineering, INSPECTOR SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL& ENGINEER OF 3141 WALNUT STREET, STE. 203A RECORD, FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION THAT REQUIRES A DENVER, COLORADO 80205 SPECIAL INSPECTOR. 720.904.1234 www.essdenver.com 2. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: CONSULTANT A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE BUILDING OFFICIAL & OWNER. C. FOR EACH INSPECTION, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, OWNER, ENGINEER, CONTRACTOR,AND OTHER DESIGNATED PARTIES IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. D. THE SPECIAL INSPECTOR SHALL FURNISH A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER SAID WORK WAS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE PROJECT STATE. 3. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE THAT THE WORK TO BE INSPECTED IS READY FOR SUCH INSPECTION. B. ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION REMAINS ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR, AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. I- LU 4. DEFINITIONS: A. "CONTINUOUS INSPECTION" MEANS THAT THE INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. Finn B. "PERIODIC INSPECTION" MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS SUFFICIENT TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 5. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF INTERNATIONAL BUILDING CODE & LOCAL AMENDMENTS. a t!) w W J YN 0 w Zmom. D z z0 w 0 w _ � � w �-- ° �= 0 TITLE # DATE DESCRIPTION REVISIONS SB,JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER NO2SO ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. BRIDGE ABUTMENT, SEE 3/S8.04 Otak T I I c _...6111i10°.#..4109i.Aliktk �- I 1 L L Otak Architects, Inc. 808 SW Third Avenue, Suite 300 Portland, OR 97204 main 503.287.6825 www.otak.com J . i `U BRIDGE FOUNDATION ' :1` PNQf1s�/ CO ÷ �e ui w �� 4. 1 4.2 4.3 4.414.5 4.6 4.7 4.814.9it • ir I rye L 216'-6" \ / "�l�r� �,,`� 23'- 1 1/2" 20'-5 1/2" 3 3/8" 13'- 1 5/8" 1'- 1 1/4" 19'-4 1/4" 2 3/4" 13'-2 1/4" 10'-0 1/2" 2 '/4" 13'-2 1/4" 1' 1 1/4" 19'-4 7/4" 2 3/4" 13'-2 1/4" 10'-0" 2 3/4" 2 1/8" / 20'-6 1!8" 23'- 1 1/2" i Q 7.. " , 7 ' �. -r►� 1 , 7 ",- " 4,. S: 12/31/ I 43 - 1Q-.441" > 4- 7� ' _ - . > 1� �." �a'-'5 �.1" �_' " ino EXPIRES:14'-31/2 493/4 3-29-2018 TYP. 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Portland, OR 97204 I S8.22 © I I NAILING, TYP. I I S8 21 S8.31 -I--HUCQ610-SDS, TYP. I I I 10 I I main 503.287.6825 DROPPED S8.31 DROPPED DROPPED DROPPED S8.21 DROPPED TYP. DROPPED www.otak.com lOirm,L. IF - erA) El H4 - ---- B8 _ -''i ®® B8 __1 1 e •N Al � 42> B9 .-�e 11 - 68 �I - • 69 H6 mom B8 H4 H4__ H5 1 m J4 @ 1' 4" m 1/ 1 m J4 @ 1' 4" m I Iw r J4 �° 1' 4" ` 1 op J4 @ 1' 4" m c I / e J4 @ 1' 4" 12 „�C5 :11 J4 @ 1'-4" man.i r 4tjNit, 7.1 H �.f/ C5 ffII I _H4 H4 S8.23 H4 I ► H4 I §8.21 J1 @ 2'-0" H4 H4 _II 6 1 = errrr.r rrrnr, TYP. y.: .. „I _ -tip-----:: -. • , ,• S8.22 = 1 1/2"GYPCRETE4/111144 Arp SIM._ UNDERLAYMENT OVER 3/4" ►-- � H4 H4 - • Aillille$TYP. m . \ ; • 1 �! 1 CSi 132 C1il CS _ T&G FLOOR SHEATHING j i__, ' . - { 1 . £ •_ • -o f i �/ - - o . r o GLUED AND NAILED OVER O O O I •t-__, O ? I O O O I O O I O N # I fV ; O O u -, / �- "y ' .,l TYP. 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B9 B8 .11 _� ■�iV � 68 ®► �'� El H5 I z DROPPED DRIPPED DROPPED DROPPED DROPPED DROPPED 0 6 5 Ak 10 -, 10 S8.22 HUC68 W/MAX. 6 I 1 S8.22 S8.21/ NAILING, TYP. S8.31 ----HUCQ610-SDS, TYP. PCZ POST CAP, TYP. S8.31 S8.22 S8.21 m HUCQ612-SDS, TYP.- HUCQ612-SDS, TYP. TYP. HUC28-2TF TO LEDGER, SEE CANTILEVER - CS16x28" FROM TOP PLATE DOUBLE JOIST W/(2) 5/S8.31, TYP. BEAM TO EDGE TO BEAM, BOTH ENDS OF 1/4"0x6" SDS SCREWS INTO OF BUMPOUT, BEAM EA. STUD AT STUD WALLS, - LB28 TO LEDGER, SEE TYP TYP. 5/S8.31 M CI- 1 SECOND FLOOR FRAMING PLAN - BUILDING 4 1"." 0 S4-2.02 1/8" = 1'-0" Ce Z Q APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q Q LL 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 ♦/'� CK PLAN AS 'DROPPED'. V♦ O B1 (3)1 3/4x7 1/4 LVL Cl (2)2x6 J1 11 7/8"TJI 110 Bx INDICATES BEAM PER BEAM SCHEDULE. 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. Q u M B2 (4)1 3/4x11 7/8 LVL C2 (3)2x6 J2 11 7/8"TJI 210 B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 I Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. Y N O 3. " INDICATES BEAMS THAT SUPPORT MORE THAN TWO ti B4 (3)1 3/4x11 7/8 LVL C4 6x6 J4 I2x8 PT DF#2 I GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE W Z C) LJ_ B6 2x12 DF#2 C5 6x8 J5 19 1/2"TJI 110 I MANUFACTURER. PROTECTION PER ARCH. _ ct B7 (3)1 3/4"x11 1/4" LVL C7 (2)2x4 J6 I2x8 DF#2 I 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP =I a B8 5 1/2"x11 1/4" EXTERIOR GRADE GLULAM C8 (3)2x4 INDICATES COLUMN PER COLUMN SCHEDULE. PLATES OF WALL UNO. SEE SHEET 1/S8.21. Z B9 5 1/2"x9 1/4" EXTERIOR GRADE GLULAM C9 4x4 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED 0 ILI (W) 0 B10 (2)1 3/4x11 7/8 LVL 010 I(4)2x4 / INDICATES WALL STUD FRAME PER WALL SCHEDULE. ON PLAN. U 611 (4)1 3/4x9 1/2 LVL 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH = O Q B12 (2)2x12 DF#2 (%////////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. CV 0 W B13 (2)2x8 DF#2 DROPPED 7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT F ti I- (I) CONTINUE BELOW THIS LEVEL. B14 (3)1 3/4x9 1/2 LVL \\\1 INDICATES OVER FRAMING. \ 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN B B15 (3)2x12 DF#2 ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS TITLE PLAN. INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND # DATE DESCRIPTION * 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 RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS H1 (2)2x8 DF#2 (1)2x6 (1)2x6 W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16" 0.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" 0.C. 2x6 DF#2 @ 16" O.C. H2 (2)1 3/4x7 1/4 LVL (1)2x6 (1)2x6 W2 INTERIOR LOAD BEARING 6" STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 16"O.C. 2x6 DF#2 16" O.C. 2x6 DF#2 @ 16" 0.0. 13. ALL CONNECTORS REUST WITH PRESERVATIVEERIALSHALL TREATED OR @ @FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H3 (2)2x10 DF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12" 0.C. I2x4 DF#2 @ 16"O.C. I2x4 DF#2 © 16" O.C. 2x4 DF#2 @ 16" O.C. 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S8.31 S8.22 S8.21 HUCQ612-SDS, TYP.- DOUBLE JOIST W/(2) TMP 1/4"0x6"SDS SCREWS INTO HUC28-2TF TO LEDGER, SEE CANTILEVER --- EA. STUD AT STUD WALLS, 5/S8.31, TYP. BEAM TO EDGE Z CO TYP. OF BUMPOUT, LB28 TO LEDGER, SEE TYP. W 5/S8.31 M z Q rm THIRD FLOOR FRAMING PLAN - BUILDING 4 J 4-2.o3 1/8" = 1-0" CieCI- a z C APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES QSYM g 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 C B1 1(3)1 3/4x7 1/4 LVL Cl (2)2x6 J1 11 7/8"TJI 110 PLAN AS 'DROPPED'. (/ B2 (4)1 3/4x11 7/8 LVL C2 (3)2x6 J2 11 7/8"TJI 210 I Bx INDICATES BEAM PER BEAM SCHEDULE. 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. Q LJ] CO B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 I Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. 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COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT I ti F- I"'- B14 (3)1 3/4x9 1/2 LVL CONTINUE BELOW THIS LEVEL. AB15 (3)2x12 DF#2 INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS TITLE PLAN. INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND # DATE DESCRIPTION * 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 I REMARKS 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"0.C. 2x6 DF#2 © 16"O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" 0.C. RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS R H2 (2)1 3/4x7 1/4 LVL (1)2x6 (1)2x6 W2 INTERIOR LOAD BEARING 6" STUD WALL 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS 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" 0.C. 2x4 DF#2 @ 16" O.C. STEEL OR HAVE A SIMPSON Z MAX/HDG COATING OR EQUAL H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 14. PROVIDE 3/4" MAX. 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I I-IGUS5.50/12 TYP. - �- B2 '� I m J C1 S8.22 C1 114 \ H4 1 1 Cl 91 ` Cl m ( 7 � GUS7.25/12 TYP.- ; C1 C1 � � co i %�- � TYP. � r ,,- S8.21_I I J1 2 0" 12 J4 1 4 0_, H4 ( ci I� _ 1114 I @ _ 'n i '7''11 ,114 I H4 ) I H4 I H4 14 H4I 11 C1 _ I J4 @ 1 4 1-. iS8.21 J4 1'-4" _';: I J4 a"� 1' 4" C1 J4 @ 1'-4" ( _• J4 @ 1' 4" - - m ,,,,,,,, _ . I �� m m �� - _ IIII 1 ro t1- _ � 1- I-1 _�, - _ _ III � , y- H5 H4 �� H4 - B8 I 69 *Ell68 � ., 69 � >,,,,, 68 ,,,,, . ,,, , 6 r I I • ( I �� I _ .111211 c1 I *El $ Ili V In H4 ® z DROPPED DROPPED DROPPED DROPPED DROPPED 40 DROPPEG 10 6 PCZ POST CAP, TYP.--- HUC68 W/MAX. 6 © © 10 - S8.22 S8.21 NAILING, TYP. S8.31 HUCQ610 SDS, TYP. S8.31 S8.22 S8.21 Cn HUCQ612 SDS, TYP. DOUBLE JOIST W/(2) CO 1/4"0x6" SDS SCREWS INTO HUC28-2TF TO LEDGER, SEE CANTILEVER TYP. 1 EA. STUD AT STUD WALLS, 5/S8.31, TYP. BEAM TO EDGE TYP. Z ' LB28 TO LEDGER, SEE TOF UMPOUT, 5/S8.31 M __I CL 1 FOURTH FLOOR FRAMING PLAN - BUILDING 4 ' S4-2.04 1/8" = 1-0" CCz a 2 CL APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q 0 LL 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 Et 1131 (3)1 3/4x7 1/4 LVL Cl (2)2x6 I J1 11 7/8"TJI 110 PLAN AS 'DROPPED'. 162 (4)1 3/4x11 7/8 LVL C2 (3)2x6 I I J2 11 7/8"TJI 210 Bx INDICATES BEAM PER BEAM SCHEDULE. 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. Q Ll M Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. Y N 0 IB3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 _ N B4 (3)1 3/4x11 7/8 LVL C4 6x6 J4 2x8 PT DF#2 GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO • N h- B6 2x12 DF#2 I C5 6x8 is 9 1/2"TJI 110 MANUFACTURER. FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE W Z LL PROTECTION PER ARCH. D ct 67 (3)1 3/4"x11 1/4" LVL C7 (2)2x4 J6 2x8 DF#2 INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP U I 0 B8 5 1/2"x11 1/4" EXTERIOR GRADE GLULAM C8 (3)2x4 PLATES OF WALL UNO. SEE SHEET 1/S8.21. I- B9 5 1/2"x9 1/4" EXTERIOR GRADE GLULAM C9 4x4 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED W 0 L.J� 610 (2)1 3/4x11 7/8 LVL C10 (4)2x4 (WX) INDICATES WALL STUD FRAME PER WALL SCHEDULE. ON PLAN. W B11 (4)1 3/4x9 1/2 LVL #2 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH 0 0 B12 (2)2x12 B12 (2)2x8 DF#2 DROPPED ////////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. CO 7. COLUMNS LABELED AS 'ABV'ARE FROM ABOVE AND DO NOT N- I- LL- B14 (3)1 3/4x9 1/2 LVL \\ CONTINUE BELOW THIS LEVEL. B15 (3)2x12 DF#2 <. INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND # DATE DESCRIPTION * 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 I SIZE TRIMMER I KING COMMENTS MARK DESCRIPTION I 1ST FLOOR 2ND FLOOR I 3RD FLOOR 4H FLOOR REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION H1 (2)2x8 DF#2 (1)2x6 (1)2x6 _ W1 EXTERIOR LOAD BEARING STUD WALL 12x6 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 REVISIONS IH2 (2)1 3/4x7 1/4 LVL (1)2x6 (1)2x6 W2 INTERIOR LOAD BEARING 6" STUD WALL I2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. I2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR H3 2 2x10 DF#2 (1)2x6 1)2x6 W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 12"O.C. 2x4 DF#2 16" O.C. 2x4 DF#2 16" O.C. 2x4 DF#216" O.C. STEELIRE ORRETHAVE SIMPSONTREATEMATERIAL SHALL N STAINLESS L) I( @ @ @ © OR HAVE A ZMAX/ HDG COATING OR EQUAL IH4 I(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 DF#2 @ 16" O.C. 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT SB TDS IH5 I(2)2x8 DF#2 (2)2x6 1(1)2x6 WALL AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 1(2)2x10 DF#2 (2)2x6 1(1)2x6 15. SEE SHEET S0.01 FOR GENERAL NOTES. H7 I(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 4...2 04 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ ■ 48/24 SPAN RATING & UNBLOCKED EDGES. GLUED& NAIL W/ 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. 4.1 4.2 4.3 4.414.5 4.6) �.7 4.84.9 Otak0 - 1 1 T I I I I I I I I I I I // , -IYp i lilk LUS210, TYP. Otak Architects, Inc. TYP. 8 I808 SW Third Avenue, Suite 300 TYP. 10 TYP. - PCZ POST CAP, TYP. HHUS5.50/10 TYP. Portland, OR 97204 ArkS8.31 S8.31 g main 503.287.6825 L I 7 I I I I B7 I I I I B7 1 S8.31 B7 B S8.31 - i www.otak.com .H1 7- { .131. I 1 ll ! iir la* H2 i (W1) .. � 0 1! *CI laltPRO J3 @ 2' 0" I m , `; 11- II „I J3 @ 2' 0 m El. r _ _ __ _ _ . �,_-_ _ ,I I Co-°° J3 @ 2' 0" m i t'` G t N f,,' ,,J, - - 1 E3 cm EEee. El 17 °� H1k j H1 I I H1 H1 T%J//� N N :13 PF: , H1 i H1 / 1 _ ., 4 H11 '4c , ; • . . ae �' T_I T1 P. C1 . . C1 Jr ` Or ! I C1 I ^ 1 H1 • , Cl 1 • i f •.T I I I I r 9 q 4, PROVIDE DRAG TRUSS i S8.31 / • p` El - OVER ALL SHEARWALLS I - �' EN 3 = NP. j AND DESIGN FOR 300 PL=' - 5$.31 _ _ \ - EXPIRES: 1 DRAG FO RCE, NP. �- 2/3 17 11 P Alik s _ - _ . TYP. 9 3-29-2018 NP. - I r 1 - - r-- S8.31 I I -a� - 17 t 1€ ` __ r trj. 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Nli i- Ark �-/ C� . <C1 C1 ..,_,____.=, I' v iV co Enayat 8 m B15 ■� J - C7 EI 34-2.05 '-\ _• C1 \ 111 _ k® _ m Schneider viii .�� Smith GT / GT] GT GT 1 LGT, GT G � l• rzv\, B15E eer ,$8.32 r� /, '//� iej ■ - I �el \�`o�\ - i�9i ny,- ] =a s �'�� . \`�� ;-ITT J �� Lt , LUS210, TYP. 3141 WALNUTSTREET, STE. 203A LUC210Z, TYP. i - • . - �1 � � I C 1 .1 I C1 I • '� C' I' 4/ C1 \ - i Cl -.4 . DENVER, COLORADO 80205 1 AL ®; I �1I I 4 W2`, A�y, C1 720.904.1234 www.essdenver.com - W4 = r� X8.31 4 � �y ;9 PROVIDE BLKG. BETW. CONSULTANT _ _ 'I- -� _� �� -- _ -1(P. S��:- -�- s- TRUSS OVER CORRIDOR - �` - ___,.: 0 _ I L , I _ GT 11, !- WALLS AND DESIGN FOR -�- 1 1 . ,,,__ H4� '' _ �J J-- I J SI 300 PL= DRAG FORCE TYP. \ - 1 __,,4. -..---- - .I=L-4_ 0 -i- ______ - ^� ROOF TRUS ES @ ' -C _ - 3L. ,. / �- l -... I -GT 1 L C1 = -- -tom �_ - S8. 2 - J „,.___ 2 • : II_ s 7 j r-- - c1 PROVIDE DRAG TRL SS S8.32 I 1 1 OVER ALL SHEARWALLS _ I = 3 AND DESIGN FOR 3C 0 PLF ' - El 1 T II S 3.31 DRAG FORCE, TYP. (2) 3S1 FROMBEAM TO OPPOSITE FACES NP • _ OFPOST, TYP.TRUSS BLKG. @ 24" O.C. 1 C�1 ® C1 C1 ii"---- C1 j - //A rl � ��� ,.., ,,,,,,..... 11 -17771' _ I I I TYP. - Ir ,,,,, , �\�„ - .0 H1 � H1 H1 H1 I � H1 � 7,2 H1 � H1 . � �-_H1 � H11v 111 _ il( � i �� S8.31_ �� �I Iii1.T_.. ./„//�..�I.////.- %/ J`1 m - ,„,,, mrf ////// I m m - - _ YJ7/771 m '1T�/Tll�rr.riz.,,,„,/, . H2 H4 H1 H2 H2 J3 @ - I ® ®1 H2 J3 @ c' �' i__ 1 ® I kiJ3 @ 2 zL I( ® H4 H2 . . _______ . . .‘_______J 1 F137 B7 B7 B _ - Iv ci 1 _ , .),_ _t___ ..i i 40 , - S831; 10 Ark HHUS5.50/10 TYP. U) PCZ POST CAP, TYP. TYP. 8 S8.31 S8.31 LUS210, TYP. (S8.31 TYP. NP. TYP. 0 - Z z 1 ROOF FRAMING PLAN - BUILDING 4 W Ma I D IX m a Ci- z APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN ROOF FRAMING PLAN NOTES Q 0 J a. SYM SIZE POST COMMENTS SYM SIZE COMMENTS I SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. ROOF FRAMING TO BE PRE-MANUFACTURED TRUSSES @ 24" Ct B1 (3)1 3/4x7 1/4 LVL C1 (2)2x6 IJ1 11 7/8"TJI 110 u- . TYP, UNO. 0 OC Bx INDICATES BEAM PER BEAM SCHEDULE. 2. DESIGN ALL FLOOR AND ROOF TRUSSES FOR THE LOADS COZ B2 (4)1 3/4x11 7/8 LVL C2 (3)2x6 1J2 11 7/8"TJI 210 W - B3 !(1)1 3/4x11 7/8 LVL C3 (4)2x6 1,22x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. INDICATED ON SHEET S0.01. N 3. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL B4 (3)1 3/4x11 7/8 LVL C4 6x6 J4 I2x8 PT DF#2 GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS EQUIPMENT FASTENED TO BOTTOM OF TRUSSES OR W Z O < 1B6 2x12 DF#2 C5 6x8 J5 19 1/2"TJI 110 MANUFACTURER. SUPPORTED ON TOP OF ROOF. Nom= I B7 (3)1 3/4"x11 1/4" LVL C7 (2)2x4 J6 12x8 DF#2 4. INTERIOR BEAMS ARE FLUSH WITH FRAMING UNO ON PLAN LL B8 5 1/2"x11 1/4" EXTERIOR GRADE GLULAM C8 I(3)2x4 INDICATES COLUMN PER COLUMN SCHEDULE. AS 'DROPPED'. _ LI- B9 5 1/2"x9 1/4" EXTERIOR GRADE GLULAM C9 I4x4 5. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. 0 LL 610 (2)1 3/4x11 7/8 LVL C10 1(4)2x4 (w.) INDICATES WALL STUD FRAME PER WALL SCHEDULE. TYP, UNO. LLJ 0 B11 (4)1 3/4x9 1/2 LVL 6. INDICATES BEAMS THAT SUPPORT MORE THAN TWO = Q �/////////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE N 0 CD B121 (4)23 DF#2 PROTECTION PER ARCH. 11 B13 (2)2x8 DF#2 DROPPED 7. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP r-- I- IB15 (3)1 314x9 1/2 LVL \ PLATES OF WALL UNO. SEE SHEET 1/S8.21. B15 (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 ABOVE. 4.3 11. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. SEE SHEET S0.31 FOR GENERAL NOTES. 13. SEE SHEET S8.31 FOR TYPICAL FRAMING DETAILS NOT 4 I SYM SIZE TRIMMER KING COMMENTS MARK DESCRIPTION I 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR I REMARKS SHOWN ON PLAN. 1 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 14. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. REVISIONS H2 (2)1 3/4x7 1/4 LVL (2)2x10 DF#2 (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 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS 4.0 - H3 (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 WITH ARCHITECTURAL PLANS PRIOR TO START OF p--= CONSTRUCTION. (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 TDS 6 H4 16. SEE ARCHITECTURAL DWGS FOR ALL DIMENSIONS, ROOF , ! C li i S8.32 H5 (2)2x8 DF#2 (2)2x6 I(1)2x6 WALL SLOPES, HEEL HEIGHTS, OVERHANDS, AND ELEVATIONS NOT DRAWN BY CHECK BY i\i-Xo 1 H6 (2)2x10 DF#2 (2)2x6 1(1)2x6 NOTED ON STRUCTURAL DWGS. 10 H7 (2)2x6 DF#2 (2)2x6 1(1)2x6 17. SEE SHEAR WALL PLANS FOR LOCATIONS OF OSB PERMIT SET � �^ S8 32 SHEATHING AND OTHER SHEAR REQUIREMENTS. STATUS " I 18. PROVIDE ROOF TRUSS OVER ALL SHEAR WALLS PARALLEL I 1 TO THE TRUSS OR PROVIDE TRUSS BLOCKING OVER SHEAR 03.29.2018 1 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 PLYWOOD W/32/16 SPAN RATING& UNBLOCKED EDGES. NAIL PROJECT NUMBER W/ 10d @ 6"O.C. EDGES, 12" O.C. FIELD s4-2 0 5 ■ 2 ELEVATOR ROOF FRAMING PLAN - BUILDING 4 ©2018 OTAK, INC. -2.05 1/8" = 1'-0" If this drawing is not 24"x 36"it has been reduced/enlarged. Scale accordingly. Otak 4.1 4.2 43 4.414.5 4.6 4.7 4.8 4.9il s 0 Iiii0.-0,iii -1 Otak Architects, Inc. 808 SW Third Avenue, Suite 300 I I I I I I I I I I I I Portland, OR 97204 main 503.287.6825 www.otak.com NI I I I I THOIS ELEVATION ON SHEAR WALLS ', I I I I I I I I I ��C, f '` . �En PROF cic 444111 I��/.'wo EXPIRES: 12/31/ (4.A _ _ - r."---1<3' I - 3-29-2018 PI I I it _ anil on ��� I DO O �I 11\1111 STAMP .:.\ ...,. . 7__,-,Th:._-_i_-__::,.. . .----1,j 7 -40 G. evlit' Ljj-r---1 ---s , LI___-___, I _.--.7.15---1 ele 1----) .-- 1 I --7L-14 I-Lif-ifIL _Th„_. DBG PROPERTIES LLC L r__...J, I �- I _ 2 I 1 �_ � � Enayat �► . �� Schneider 1� kl C J -� V: Smith \ P _11I-1--� / rY^ + __. _.-._. - - ----- --- r Engineering, e I !' O I AO I ' I /O\I I /O\ I O I I O 3141 WALNUT STREET, STE. 203A S4-4.01 2 I G `�i1 S4 4.011DENVER, COLORADO80205_____,L--Ii=3 r, O V CD 720.904.1234 www.essdenver.com I� CONSULTANT 4.0 � � 1.7� � r _ i1,.: = _ I Ill a ( I II �� � I L i - - - / �/ �� I I lib ( I 1 / • - /� J , (1-7 - - I - , , ii L-- '-' - ,'_t'IT r3i � ' , , -/ - -� J--. 64": 3"---m r".'-'-'''.../. I it r �L LI I ,\ 0 T I I I I D i .._, --- - __: ______ .,__r___ ..__ __, . ,..___, , ii _ _i i ,I • ' CO I I I I I '""' NO EXTERIOR SHEAR WALLS I Z - THIS ELEVATION LLJI - 1- CD M z SHEARWALL PLAN NOTESImmo Q � 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR IX J ( -I4TH FLOOR SHEARWALL PLAN - BUILDING 4 WALL SCHEDULE. LOCKING SHALL BE A MINIMUM 2X S4-3.01 'I/$" _ 'I'-O" MATER 2. --- ALL- --L4 U NNG O BAND BLOCK NG IF SPECIFIED, SHALL BE PLACED CO FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL 0 z BE 1-5/8" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. WJ 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" CO FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND W M Fy=100 KSI (8d). 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. N J PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OF NN Q PLATE. 6. WHERE 10d NAILS ARE SPACED AT 3" OR LESS ON CENTER AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS I 0 ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM C 1_i._ OF 3x OR 2-2x cc Q 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF UJ THE WALL, STAGGER THE PANEL JOINTS ON THE WALL = C) STUDS. 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR Elm. N- I- WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE TITLE LOCATED AT LEAST 3/8" FROM EDGE OF PANEL 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD # DATE DESCRIPTION DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET S8.41 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING WALLS. 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF SYMBOL LEGEND: SHEARWALL PLAN THE WALL. 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM INDICATES SHEAR WALL. PLATES AND BLOCKING. 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT INDICATES SHEAR WALL TYPE AND ELEVATION BOUNDARIES AND CHANGES IN FRAMING. O NUMBER AT INTERIOR SHEAR WALLS. SEE SHEAR 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR WALL ELEVATION SHEET. SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION. REVISIONS 15. 6d COOLER NAILS SHALL HAVE 3/8" HEAD & 1-7/8" LONG. 8d COOLER NAILS SHALL HAVE 9/32" HEAD &2-3/8" LONG. FIRE WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH APARTMENTS SHEAR WALL SCHEDULE CONDITIONS. SB TDS 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d DRAWN BY CHECK BY MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @ REMARKS COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE 'W' OR PERMIT SET DBL. TOP PLATE OF SHEAR WALL ALL PANEL ,S, EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION STATUS SYMBOL. 03.29.2018 V 7/16" PLYWOOD 8d 6" 12" 32" 10d @ 6" O.C. 16d @ 6" O.C. N/A 3/4" DIA. @ 48" O.C. YES 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 7/16" PLYWOOD 8d 4" 12" 18" 10d @ 6" O.C. 16d @ 6" O.C. 24" 3/4" DIA. @ 48" O.C. YES ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE DATE WASHER(CONFORMING TO THE 2008 NATIONAL DESIGN 17154 7/16" PLYWOOD 8d 3" 8" 16" 10d @ 6" O.C. 16d @ 4" O.C. 24" 3/4" DIA. @ 48" O.C. YES SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND PROJECT NUMBER 7/16" PLYWOOD 8d 2" 8" 12" 10d @ 6" O.C. 16d @ 3" O.C. 12" 3/4" DIA. @ 36" O.C. YES USE (2)2x @ EA. SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE V VERTICAL SEAM WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. s4 11111M 30i 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. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, SIDES OF WALL) VERTICAL SEAM STAGGER PLATE WASHERS. ■ ©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. , Otak 4'D 4•C 4'•B 4 4,A 4,6 4,C .-3 SHEARWALL PLAN NOTES 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR �� , WALL SCHEDULE. 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X Otak Architects, Inc. MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED I I I I I FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL 808 SW Third Avenue, Suite 300Portland, OR 97204 CS16 TOP & BOT. OF BE 1 5/8" FOR 10d NAILS AND 1 1/2" FOR 8d NAILS. NAIL HEADS CS16 TOP & BOT. OF main 503.287.6825 OPENING FROM CORNER TO SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. OPENING FROM CORNER TO www.otak.com CORNER, ATTACH TO BLKG. CORNER, ATTACH TO BLKG. 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" BETWEEN STUDS / I I BETWEEN STUDS FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND j Fy=100 KSI (8d). 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. `� G N fffj 4/ R1 ROOF , PROVIDE ANCHOR BOLT WITHIN 12 FROM EACH END OF F 7 v : .: : V /_,:' j11::___. --- t . . _® c PLATE Ips.... 6. WHERE 10d NAILS ARE SPACED AT 3" OR LESS ON CENTER �i� 7 NO HOLDOWNS -�/ V I AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS n� ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM �, _ THIS LEVEL NO HOLDOWNS � - _ - THIS LEVEL OF 3x OR 2 2x — - - j/ �„ ��� �����, 4TH I FLOOR 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF 9h'/p G ESV.' f//�� � _ _ . r �� /��j - - 1 — i���,� „ j _ �� �/ - - - - 4TH FLOOR THE WALL, STAGGER THE PANEL JOINTS ON THE WALL ��G�%//% !./ ,G � .:r�/'/! STUDS. [EXPIRES. I2/31/ Iq // /� /- 7/ri/, / I 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR -� WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE 3-29-2018 (2)CS16, TYP. 7f 7i' -(2) CS16, TYP. PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE STAMP I LOCATED AT LEAST 3/8” FROM EDGE OF PANEL �, /� , it _ /,‘,/ Al 3RD FLOOR L * J .� _.. .. I , -.., 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD / �� ! _ - _ .I 4A1 _ 3RD FLOOR DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET S8.41 J - �� Al /� . . .. �� 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING WALLS. , —71/ir--- -- - ---- //10W / ' ./- UNLESS DBC PROPERTIES 7 yI -CMST14, TYP CMST14, TYP)dg NOTED OTHERWISE, THE SHEAR WALL DESIGNATION LLC i 2/S841, TYP. THEWALL. FULL EXTENT OF WALL BETWEEN CORNER OF , r z., / /� ��� �if i ilii 2/5841, TYP.— 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM ,%� 2ND FLOOR .. fi �! .i !...,.,. moi! - — - -- ,/i \ _ _ .��� �� r /%�� - 2ND FLOOR PLATES AND BLOCKING. ,►44I ,,.��<f.. .��.,.\....,... •'�1� ....; „��_ -/fit - 13. MINIMUM SHEATHING DIMENSION " / �► SHALL BE 24 AT A;0•00 , /� V _ V/V _�� BOUNDARIES AND CHANGES IN FRAMING. Schneider �� Schneider �� '2�/ - / 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR Smith a t ��� �/ Engineering, SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE Inc / 4-- - MANUFACTURER'S INSTRUCTION. 3141 WALNUT STREET, STE. 203A i ��� � 15. 6COOLER NAILS SHALLLL HAVE 2HEAD & 1/8" 8d DENVER, COLORADO 80205 — — — % Foundation ��,�\�� �,� �//�, . : — - Foundation COOLER NAILS SHALL HAVE 9/32" HEAD &2-3/8" LONG. FIRE 720.904.1234 www.essdenver.com i I WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH CONSULTANT CONDITIONS. 6 HDU11, TYP. 6 HDU11, TYP. 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d S8.41 S8.41 COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE 'W' OR 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION SYMBOL. / 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR ;' EAST - BUILDING 4 2 Building 4 - West ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. S44.01 /$" = 1'-0" S4 4.01 1/8" = 1'-0" 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE WASHER (CONFORMING TO THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE _4 ROOF SHEAR WALL SROOF SHEAR WALL ROOF WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE CALLOUT, SEE SHEAR CALLOUT, SEE SHEAR WALL _.$ ROOF SHEAR WALL BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. SCHEDULE. TYP. SCHEDULE. TYP. CALLOUT, SEE CALLOUT, SEE WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, SCHEDULE. TYP. SCHEDULE. TYP. STAGGER PLATE WASHERS. V V /- CS16, TYP -- NO HOLDOWNS CS16, TYP / CS16, TYP __ LEVEL 4 I __ LEVEL 4 r LEVEL 4 f_ LEVEL 4 - I - 4/ 0 U) Z I 3 3 CMSTC16, TYP \3I 0 (2) CS16, TYP CMST14, TYP / - (2) CS16, TYP Z J LEVEL 3 LEVEL 3 _ LEVEL 3 _ LEVEL 3 W M 4 __S immml 4 4! -1[ - 40) - CMST12, TYP. - CMST14, TYP. 4 Z -- (2) CMST14, TYP. CMSTC16, TYP. Q 0 _.$ LEVEL 2 ; __ r I „\, LEVEL 2 _4 LEVEL 2 1 _ LEVEL 2 . E- [ i Q Q SEE 2/S8.41 cC UJ U U 4 - HDU14, TYP. �4� - HDU14, TYP. HDU14, TYP. HDU8, TYP. r) . M W I 1J N C�\ SEE 6/S8.41 SEE 10/S8.41 SEE 10/S8.41 Z I` 10/S8.41 - SEE 6/S8.41 I 1 Z SHEAR WALL ELEVATION TYPE A SHEAR WALL ELEVATION TYPE B 10/S8.41 �• A B I C SHEAR WALL ELEVATION TYPE C D SHEAR WALL ELEVATION TYPE D I 0 IJ/ QCt Wcn � Q = w � � _ F._S ROOF - - SHEAR WALL ' ROOF ROOF SHEAR WALL TITLE CALLOUT, SEE CALLOUT, SEE SCHEDULE. TYP. NO 4TH FLOOR SCHEDULE. TYP. # DATE DESCRIPTION V SHEAR WALL 1' � /- CS16, TYP - SHEAR WALL - NO HOEDOWN CALLOUT, SEE LEVEL 4 -- - 4 LEVEL 4 -- --- SCHEDULE. TYP. ,4 LEVEL 4 r o v 77 - (2) CS16, TYP (2) CS16, TYP 7- CS16, TYP LEVEL 3 yI - -- -— 4, LEVEL 3 [ i-- _,SLEVEL 3 i P REVISIONS 4 APARTMENTS SHEAR WALL SCHEDULE SB BY TDS CHECK BY CMST14, TYP. CMST12, TYP. (2) CS16, TYP. MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @REMARKS 4°7 / / DBL. TOP PLATE OF SHEAR WAL_ ALL PANEL PERMIT SET _.$ LEVEL 2 S LEVEL 2 LEVEL 2 EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES STATUS 7116" PLYWOOD 8d " 6 12 32 10d6 O.C. 16d © @ 6 O.C. N/A 3/4 DIA. @ 48 O.C. YES 03.29.2018 / W 7/16" PLYWOOD 8d 4" 12" 18" 10d @ 6" O.C. 16d © 6" O.C. 24" 3/4" DIA. @ 48" O.C. YES DATE \4/ 4 4 HDU5, TYP. � I 7/16" PLYWOOD � 8d 3" 8" 16" 10d @ 6" O.C. 16d @ 4" O.C. 24" 3/4" DIA. @ 48" O.C.I YES 17154 HDU11, TYP. HDU14, TYP. PROJECT NUMBER \4/ 7/16" PLYWOOD 8d 2" 8" 12" 10d @ 6"O.C. 16d @ 3" O.C. 12" 3/4" DIA. @ 36" O.C. YES USE (2)2x @ EA. \�N- SEE 6/S8.41 SEE 10/S8.41 �\// 10/S8.41CSEE 6/S8.41 VERTICAL SEAM 10/S8.41 V 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. ��� SHEAR WALL ELEVATION TYPE E r\ SHEAR WALL ELEVATION TYPE F � \ SHEAR WALL ELEVATION TYPE G SIDES OF WALL) VERTICAL SEAM S41, m4 . 01 \ � rr� G ; ©2018 OTAK, INC. NOTE: ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE V SHEAR WALL IN SCHEDULE ABOVE. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. Ota I( MAILBOX BEAM SCHEDULE /j SYM SIZE POST COMMENTS IMB1 I HSS6X4X1/4 ' F. „4100411102 j Otak Architects, Inc. �. 9 808 SW Third Avenue, Suite 300 \ / �� S7-2.01 MAILBOX JOIST SCHEDULE Portland, OR 97204 main 503.287.6825 SYM SIZE COMMENTS www.otak.com �• / /0 ��� MJ1 2x12 DF#2 � % ♦ .V 6'j , \/ � - 18" DIA. x 3'-0" PIER W/(6)#11 @2\_ it., 20' 0" C� t' F '° % 5 VERTICAL AND#3 TIES @ 8 gyp,, oc' 8. , - S7-2.01 O 12"O.C. S7-2.01 66 iv ,: ,9. TYP. DOUBLE JOIST �` - - SUR/L210 HANGER, TYPICAL f I } x n x n n x x n n n x x I A 14,/._ �" E � ^S�^ I > 7 // 5" SLAB W/#3 @ 16" - CI 0 o I } I I EXPIRES: 12/31/ I O.C. EACH WAY ii, Allk5" SLAB-ON-GRADE W/#3 @ { ^ •`ti ;f 16" E.W. PREPARE I I -' 3-29-2018 �' i� S7-2.01 I } I SUBGRADE PER THE SOILS I STAMP �� , ^ // � \ 4" STD PIPE, TYP. I } I REPORT A es DBG PROPERTIES M ' �10 `, e7 •�`,p ,�' ��^ S7-2.01' LLC 2/6 �� DOUBLE JOIST V v, 4' Enayat ;- Schneider 11 - '1 Smith 71 3 TRASH ENCLOSURE FOUNDATION PLAN Engineering,' - LUS210 HANGER, TYP S7-2.01 1/8 — 1 -0 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT 1 MAILBOX FOUNDATION PLAN 2 MAILBOX FRAMING PLAN S7-2.01 1/8" = 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 OTHERWISE PROTECT A 4 NOTE: ALL EXPOSED STEEL. I d / / _ MIN. MASONRY COMPRESSIVE 1 •° , • \`' \' '/' STRENGTH =2,000 si SOLID GROUTED 8"CMU ��= \//\// MIN. MORTAR COMPRESSIVE W/#4 @ 24"O.C. VERTICAL •° >-<,----77_ \//\\ STRENGTH = 1,900psi @ 28 DAYS •. '' 0 ' 4". PIPE COLUMN, SEE PLAN X BOND BEAM T&B OF �\ MINI. GROUT COMP. STRENGTH = (3)#3 TIES @ 3"O.C. __ \ ': :'>< BOND WALL W/(2)#4 CONT. BOND BEAM W/(2)#5 T&B — #5 8"O.C. 3,000psi @ 28 DAYS ��� A / _ �__' TYP. @ > > EXTERIOR PAVING, SEE ARCH \ SLOPE TO DRAIN /\/—} x L��r AND @ 4' 0" O.C. j -►L� CLR. > > 1/2" EXPANSION MATERIALi �\< M x <�/ . 0 SLAB, SEE PLAN 7\ ',X_ in . �/ ti 5�� \'�/\// \\\/� < - - 1/2" DIA. x16" STAINLESS STEEL �,.,-/�� lc � '/\�\�\ \ //\< < ALL-THREAD W/3" EPDXY EMBED 1/2" EXPANSION MATERIAL �! - _ 8"CMU GROUTED SOLID ► BOND BEAM W/(2)#5 Cn ( ) fm = 2000 si 1 a= °� i >✓ IN CMU SIMPSON AT XP , TYP. >/ ( psi) #5 SLAB W/#3 16"O.C. CONTINUOUS 4" O.C. �= EA END , EA. SIDE @ 1 I \/ 11 \�/\a I I ° / ���\ i• x -./.../v.-- EA. WAY > ► a _ I 0 I �� co' x CAST IN PLACE 4" CONC. SPLASH �'� % M x �< PAD W/6x6-W2.1xW2.1 WWF, SEE , °-° - x 4I I'a °; T— x CML FOR SIZE & LOCATION \;' A • ° \/\•T\-- g 1/2" DIA. x 3" HAS @ 12" \, - . \, -1' 6"CMU GROUTED SOLID Z #5 DOWEL x ih - A a Q O.C., STAGGERED, EA. \ x CO w I I ° d FACE OF COLUMN C x W/#4 @ 32"O.C., TYP. @ 8"O.C. J w -° . ..A O 1"•- " ,< b 8 #4 @ 2'-0" O.C. o = `'. 4 •".P (3)#4 CONTINUOUS C a Q 1/4"CAP PL 6" >1:::\ - 6" N ° I` . . <IC F.4.4' . ' I. C. W Qd.°'< I 1 ° . X - / r r . ° < _ #4 DOWEL TO MATCH WALL ' ° " .a. ° ° 1 REINFORCEMENT W/STD. Q 4 HOOK ALTERNATE HOOK < 0 d�. d LAN FOR Co R a_ . REINFORCING : . • a 9:a d, = d e 2'-6" DIRECTION �.J r rCi) ci 12 SEE PLAN #4 @ 24"O.C. \ 4" HOOK, TYP. 4'-0" (5)#4 CONT. Y N L — N 0 (5)#4 CONT. LJ.I za' 4 MAILBOX FOUNDATAION 5 LIDIA PLANTER 6 SITE RETAINING WALL 7 TRASH ENCLOSURE DETAIL = I.L. o 1--- s7 2.01 1" = 1'-0" S7-2.01 z/ 1" = 1'-0" S7-2.01 3/4" = 1'-0" s7-2.\ 1" = 1'-0" 0 W w W = o Q CN 0 N TITLE OTE: FRAMING ABOVE NOT -- HSS BEAM BEYOND, SEE PLAN SHOWN FOR CLARITY # DATE DESCRIPTION ROOF SHEATHING, SEE - - PLAN 11111 „ MITER WELD /TYP. TYPICAL ROOF EDGE CORNERS 1/4 \ NAILING, SEE PLAN A / / A / HSS BEAM, SEE PLAN 2x FASCIA W/(3) - - /�/ 10d NAILS �- ,:-'_ 1 A35 @ 24" O.C. I J -41111 \ REVISIONS e I ,,, L4x4x1/4 @ 4'-6" O.C. MAX. SLAB REINF, SEE PLAN - I I FOR WOOD SCREEN �' 1/4 -I\/;_ lCONNECTION -- ANGLE BEAM, / IAC • SEE PLAN EXTERIOR PAVING, SEE CIVIL Author Checker 2x BLOCKING B/W SECTION A-A Z I SLOPE, SEE ARCH. a DRAWN BY CHECK BY JOISTS B V I-1 \ g -7/V-7W � - PERMIT SET � H2.5A BOTH SIDES 10d TOENAIL OF EA. JOIST CAP PL1/2"x5"x5" I r- / 1/4 T.-y ; .,, . ate •- ' SEOE ARCH \ STATUS - - @ 6"O.C. \ WOOD SIDING, 4 • z °•� - 03.29.2018 HSS BEAM, .• SEE PLAN _,_/VSEE ARCH. 1/4/ ��\���\��\��� i\\i Ci _ r DATE PIPE COLUMN, /1 /\\ /�/ \//\\// //\//\�'��/ M 17154 3x PLATE W/0.157" DIA. SEE PLAN I PL3/8"x4 1/2"x4 1/2" • / /\\/ /\�/\s /\ \\/\\/ PROJECT NUMBER PAF @ 6"O.C., @ANGLE STAGGERED I ATTACHMENT _ (2)#4 CONTINUOUS /\/\ \//\\/ � - PIPE COL., / S\/ �//��/\ \ SEE PLAN SECTION B-B 8 DETAIL 9 \ MAILBOX COLUMN/ BEAM CONNECTION 100, EDGE OF TURNDOWN SLAB ©2018OTAK, INC. 57-2.01 1" = 1'-0" If this drawing is not 24"x 36", it has been S7-2.01 2.01 1" = 1'-0" S7-2.01 1" = 1'-0" reduced/enlarged. Scale accordingly. L w F– Otak w r- ADDITIONAL VERTICAL BARS zz _ OU �� 1 1/2" z ilk. CONCRETE WALL, 1 1/2' Li- ' SEE PLAN FOR SIZE & \ CLR- CLR. iv 0 NOTES REINFORCEMENT \ A'b - o / ' #5 BARS AT 12" O.C. Otak Architects, Inc. 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS a ./:1 ° ° r w 16 16" 808 SW Third Avenue, Suite 300 AND NORMAL WEIGHT CONCRETE. LENGTHS ARE IN INCHES. ,. '-4°- 4 - a .�a "� Portland, OR 97204 TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR UNCOATED BARS D r_- main 503.287.6825 Lengths (In,) per Concrete Streng h (psi) 2, CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL - + �-I- -° ° ' www,otak,com 3000 psi 4000 psi 5000 psi ELEMENT, CONCRETE COVER, AND THE CENTER-TO-CENTER SPACING i "L„ (3)#5 AT EACH SIDE OF OPENING OF THE BARS, ARE DEFINED AS: 1 z BACKER ROD& SEALANT 3.- -44, • Bar Lap Top Bars Other Bars Top Bars Other Bars Top Bars _ Other Bars 1/2"0 SMOOTH BAR x 5-0" �Q PRQ,c `` 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: ( r LONG W/ONE END cc NOTE: TOP AND BOTTOM BARS TO \c � G, I N F�s`f/i A 22 32 17 25 19 28 15 22 17 25 13 19 CASE 1: COVER AT LEAST 1.Odb AND C C SPACING AT LEAST 1.0db IF GREASED, MATCH j CONTINUE THRU JOINT. DO NOT -- 8 .-- 2" (2)#5x4' 0" DIAG. cv �c #3 r OP o ING CLR cam, B 28 42 22 32 24 36 19 28 22 33 17 25 STIRRUPS OR TIES ARE PROVIDED THROUGHOUT LENGTH OF SPLICE o I HORIZONTAL BARLAP BARS WITHIN 4'-0"OF JOINT. � ' TYP. BARS AT EACH c3c . 8, - 1' r•„ A 29 43 22 33 25 37 19 29 22 33 17 26 NOT LESS THAN THE CODE MINIMUM SPACING, OR COVER AT LEAST v SPACING WALLS 8" THICK OR LESS —•• CORNER -•F• 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 ( .5 db= DIAMETER OF BAR 1 1/2" �� J A 36 54 28 41 31 47 24 36 28 42 22 32 PROVIDED. CLR. • \ �, #5 CASE 2: COVER LESS THAN 1.0db OR C-C SPACING LESS THAN 2.0db CONCRETE WALL, z 1 1/2" ,---- ADDITIONAL VERTICAL --� �- B 47 70 36 54 40 60 31 47 36 54 28 42 d• SEE PLAN FOR SIZE & CLR. BARS EACH SIDE OF JOINT "�jtr,, P4 A 43 64 33 50 37 56 29 43 33 50 26 38 3. USE CLASS"A"WHERE 50% OR LESS OF THE BARS ARE SPLICED No. 3 THROUGH No. 8 REINFORCEMENT . ' D G. EI 4P. 56 84 43 64 48 72 37 56 43 65 33 50 WITHIN THE GIVEN SPLICE LENGTH. USE CLASS "B" WHERE OVER 50% 4db "' `7 . H No. 9, No. 10 AND No, 11 ° d q a !EXPIRES: 12/31 #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 A 1 b a 9 B 81 122 63 94 70 106 54 81 63 94 49 73 ► �a • No, 14 AND No. 18 _ ° @"L" < 12" NO ADD'L 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 < _ // \ / t REBAR NEEDED #8 B 93 139 72 107 80 121 62 93 72 108 55 83 BARS. THE TABULATED VALUES FOR THOSE BAR SIZES ARE THE ° ° 3' 0" STAMP TENSION DEVELOPMENT LENGTHS. ,� ° d d ' TYP. A 81 121 62 93 70 105 54 81 63 94 48 72 ° e - < ° Q°. ° #9 B 105 157 81 121 91 136 70 105 81 I 122 63 94 r �• • �, ° • L d y,- 5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF �-- A — �r-,, ( L #10 A 91 136 70 105 79 118 61 91 70 105 54 81 CONCRETE CAST BELOW THE BARS. ,� Z BACKER ROD& SEALANT ---Arrill 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" DBG PROPERTIES 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 #11 GREASED, MATCH LLC B 131 196 101 151 113 170 87 131 101 152 78 117 TABULATED VALUES BY 1,3. BEND DIAMETER CONTINUE THRU JOINT, DO NOT NOTE: #14 N/A 125 187 96 1144 108 157 83 125 97 145 75 I 112 D= 6db FOR#3 THRU#8 HORIZONTALHORIZON BAR LAP BARS WITHIN 4'-0" OF JOINT. DETAIL APPLICABLE FOR ALL • #18 N/A 161 241 124 186 139 209 107 161 125 187 96 144 7. LD - CASE 1, CLASS A, OTHER BAR D= 8db FOR#9, #10 &#11 OPENINGS, UNLESS NOTED LS - CASE 1, CLASS B, OTHER BAR I D= 10d FOR#14&#18 WALLS THICKER THAN 8" OTHERWISE. MAX LENGTH OF 5_0"". ,II4' I Enayat ►- Schneider / 3 CONCRETE WALL CONSTRUCTION JOINT 4 TYPICAL CONCRETE WALL OPENING in � ee � E � 1 BAR LAP SCHEDULE r 2 BAR BENDING DETAIL Enngineering, S8.01 j NOT TO SCALE E3.0.1 NOT TO SCALEs� 8.01 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 --- THIS DETAIL IS TYPICAL FOR ALL RE- REINF. 1LS TYP. ENTRANT CORNERS CAST IN PLACE OR TIES X _ RE-ENTRANT 1/4" MIN- CONCRETE SLABS, BEAMS, DECKING APPLIES AT ALL THIS DETAIL ALSO UTTOPPING AND CORNERS AT • -°-. .o- • -_ • e. �: .. , - •° a O AWCCONSTRUCTION JOINTS.a #5x4'-0" E.A. FACE -- , �, 14 . v ; •• - -- ' a ° _ a_ #5 CONT, EACH SIDE OF a' - DOWELS TO MATCH SIZE DOWELS TO MATCH SIZE AND SPACING OF HORIZ. a - AND SPACING OF HORIZ. CORNER E.A. FACE r REINF., SEE SCHED. ° = REINF., SEE SCHED. + - CONCRETE SLAB, SEE PLAN ("T" SLAB THICKNESS) 4. da - FOR LAP SPLICE co • •d ` -i '' FOR LAP SPLICE FOR SIZE & REINFORCEMENT -, Y - - VERTICAL REINF. - • a : - ° VERTICAL REINF. - °< °-- : OR TIES a • - OR TIES -< SAWED CONTROL JOINT (CJS v a P FACE OF WALL/COLUMN CJS e* a' CONCRETE SLAB, SEE PLAN - 3'-0"TYPICAL E'- • a- - MIN. (2)VERT, -- ` . ;; OR GRADE BEAM - 1/2"0 SMOOTH BAR x 2'-0" � � BARS AT END FOR SIZE & REINFORCEMENT W/ONE END GREASED Imial w \ . . ° / 1/2" BACKER ROD & CAULK _ e L y W M < PLAN VIEW ° • ' , ,. 18"TYP. a- 2-0 I . L " e , :°-':-- ° CONCRETE SLAB (SEE Q #4 HAIRPIN x PLAN FOR SIZE & SPACED TO REINF.) MATCH WALL 1/2" EXPANSION Q (n REINF. JOINT MATERIAL CONSTRUCTION JOINT (CJI PLAN VIEW Om-- - < Q 5 TYPICAL WALL OR GRADE BEAM INTERSECTION (6 EXPANSION JOINT DETAIL 7- SLAB-ON-GRADE JOINTS 8 TYPICAL RE-ENTRANT CORNER REINFORCEMENT 0 L J S8.01 NOT TO SCALE s8.o1 NOT TO SCALE 58.01 NOT TO SCALE s8.01 NOT TO SCALE (n - a QLt N Z W ? � 1— UL = 0 Q SHEAR WALL 2x4 FLAT BLKG AT SHEAR WALL 2x4 FLAT BLKG AT W 0 Z c - TOP OF WALL SHEATHING PANEL JOINTS SHEATHING PANEL JOINTS Q . 2x TREATED PL Li 2x TREATED PL I, COa0 ANCHOR BOLTS ANCHOR BOLTS Immi `�' :"•d . ` d ° PER PLAN PER PLAN (2)#5 T&B OF , a., _ - - - SHEAR WALL / SHEAR WALL OPENING, a • -° EDGE NAILING EDGE NAILING TITLE EXTEND 4' 0" e 9 ° 1/2" EXP JOINT i— 1/2" EXP JOINT PAST EDGE OF 4'., :° - - �/A• , • -' °: - ' • d , a . 1/2" EXP. MATERIAL # DATE DESCRIPTION OPENING ap '° :, EXTERIOR CONC SLAB, SEE PLAN INTERIOR STUD WALL, • - CONC SLAB, SEE PLAN - ' < -°,- a • — - °d-' '° - GRADE FOR REINF & ELEVATION FOR Q \ a4 d , �•g SEE PLAN SEE PLAN \ ► .� O REINF & ELEVATION 1 TYP, WALL REINF- ° T FOUR ° SHEATHING R BOLT PER -, , . °: LONG A - ° ° SHEARWALL SHEATH ANCHOR S SIDES : c a ''.••_: z °• ° 4 'f ° aa° - �`2 i _ AS REQ'D, SEE PLAN PLAN ;�' •" . ) co CONCRETE d 1 ° d `co —\° L Z I r_ _1 _-_.--\\/ WALL PER °• 2 1/2"CLR, TYP. #4 BARS @ 18" O.C. _� I �i ° a :, a 'e" (3)#4 CONT, 6 PLAN �, ° e // \ -.--��f ALTERNATE TOP & BOT. HOOK � ._°- (2)#5 EA. TOP ,, " ' < /\ ° ,.. 2" -� 2'. AND BOTTOM SAW CUT CONTRUCTION a, ° OPENING, - „ CONTRUCTION - JOIST, EE 7/S800 OF OP G ° ; ' SAW CUT CONTRU S • - d, TYP, ° 4 - ' ' #4 T&B AND AT JOIST, SEE 7/S800 _ 14 O C AND AT _ #4T&B ' 12" O.C. CONC. SLAB-ON-GRADE, REVISIONS ° ° - ; z a ° SEE PLAN SEE PLAN ° : - : ",,,::1!----SEE PLAN 4 _ . - 4- . ,,' e SB,JD TDS •dd ° d - a _ F ¢] C.`- - ;•a✓•S. a- ° - _'I I-., //,,,,,,,,,,,/),\,-d- °9 •- ° ° ' ` - - DRAWN BY CHECK BY A REINF, SEE PLAN io °e .- d: �N � 1 zQ • z \.\� /// %� zQ 4 _ : REINF, SEE PLAN PERMIT SET OPENING MAX, . , ' . . ° d • � a - a @. T 3"CL Q d . -- /\/\\ Q 1 o_ d • STATUS 24"O ROUGH ° w " \\ ,"1„ '- - : J J w •o . ate_ ° = OPENING \ d ��� o w a NOTE: co'M a " / , ° v 03.29.2018 DETAILS ARE APPLICABLE FOR r r ° d - ` �\ '; ° ' ''► —. ' i� �,, w r . , - Id <_ c!) - / DATE ALL OPENINGS, UNLESS NOTED r >. r OTHERWISE. #4 AT 18" O.C. 3" / #4 AT 18" O.C. 3„ 17154 ALT. HOOKS REINF., SEE PLAN ALT. HOOKS -- PROJECT NUMBER @ DIA < 12" NO ADD'L SEE PLAN SEE PLAN REBAR NEEDED ' 6" SEE PLAN _ 6„ S8 . 01 9 PIPE PENETRATION (711: TYP. EXTERIOR FOOTING 11 DETAIL AT INTERIOR WALL 12 EXTERIOR FOOTING AT PATIO ©2018 OTAK, INC. S8.01 NOT TO SCALE s8.01 1" = 1'-0" S8.01 1" = 1'-0" S8.01 1" = 1'-0" If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. 2x STUD WALL, SEE PLAN FIRE PROTECTION, ANCHOR BOLT, SEE PLAN Otak SEE ARCH. %^ -- 2x TREATED PLATE TYP. T _ Otak Architects, Inc. o� ° e • =° �Q.-� �" ° 1/2" EXP. JOINT • a ° ° 808 SW Third Avenue, Suite 300 I-i III III •- < ° • ` Portland, OR 97204 ° da d. a -- , °.°� ,�. � main 503.287.6825 -T :: / / ; www.otak.com > 8" : a' ' #5 AT 12" O.C. \ /X"`• EACH FACE /°, /� � & PROT •,EACH WAY . j a SLAB REINF, SEE PLAN olive �`0 % Fg J w o -i'n : -- -- q�+ 81 s' >- "\_______ NOTE; EXTERIOR PAVING, SEE CIVIL �"�` u_ r: a - , aQVERIFY PIT& SUMP z ._. ° DIMENSIONS W/ARCH SLOPE, SEE ARCH. Q ',Ire' U.1 --� � ELEV. MANUF. PRIOR TO a • — .--s./. — d! ' -8„TYP CONC. PLACEMENT \ Lu Lu '�/�ID 14 , Ry #5 AT 12"O.C. SUMP PIT T.O. SLAB G. eN 1'-0" d EACH FACE ° - A . - , oy. ° ° SEE ARCH'-� IJ !- ° COORD.W/ARCH. 1' 0" EACH WAY, T&B ,° �Y ':• °d = °•� ' 4:. 1 EXPIRES: 12f31' �q `i' '-s- TYP7 d ° T.O. SLAB L � ��j/�\%�\%/ \\j�\j�\�t °co 3-29-2018 \ \ ' - SEE PLAN I / \ / � ' / °° $ STAMP k. ilii ° °' d°•' CL 0 ct Q ° (2) #4 CONTINUOUS �� �� // �/\ J ' L _ °a. O § o _ , d. DOWEL TO MATCH \ \� \� \� \� \\�\ u l � tr '_ .- �-. - . , °. a cA i � . -'� - - WALL REINF. W/ �\��� /��\��� o z p° 8 • a ;lyr ° STD. HOOK \ ; ale DBG PROPERTIES LLC • _ et IhJI,A 44e Enayat 2 EDGE OF PATIO DETAIL Smithider 1; DOWELS TO MATCH d , #5"Z" BARS W/8" I VERT. WALL REINF., U END LEGS AT 12"O.C. S8.02 1" = 1'-O" Engineering, TYP '.,) AROUND SUMP PIT o 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com 1 ELEVATOR PIT DETAIL AT CMU CONSULTANT S8.02 1" = 1'-0" , ' d'A nHn x 2° d.°� � j . - ° - ' (MIN.) md_ - a DOWELS TO MATCH WALL REINFORCEMENT SIZE &SPACING g ° ° d ° -"WALL BOTTOM STEEL - ` "'CONCRETE WALL - d _. - _ 1. a - ,'-_ WOOD STAIRS, SEE 12/S8.21 CO CO Imm. I— ZLLI L3x3x1/4"x6" LONG (2) 1/2" DIA. THRU BOLTS Z TOP STEEL&TIES, IF ► - • - : d' ' ,"� AT STRINGER IN VERT. SLOTTEDI— USED, SEE FOUNDATION-' ° ° • °/'' ' - — - - .. . �- HOLES LLI ct PLAN & SECTIONS°-:----.4---1,-,,- __ fa. :4,,:' a ' -- - �, Q ° SLAB PER PLAN 3 1 (2) 5/8"f7J X 6" EMBED Ilm CL ; EXP.ANCHORS '.J a °. s = 2 nd - - ° - ° ..a O I ` C ASS"B"TENSION LAP TYP. ` 4 SEE BAR LAP SCHEDULE I L' . .•'.- - - - ° ° i I- . . - _ d - - i> A ii . 9 a.° �---- Z e ° N v 1114C p p ° rno NOTES: U oU p► d ° .:� AA.) �U U C —i . : • ' b° 0o 1. SEE FOUNDATION PLAN FOR TOP OF a ' D'� ad;° . A' 11 1\c --J� r - ,� - - _ -.� , , - ,d FOOTING ELEVATION. w �o (�,~/ � ° I � f �� �„ -`'♦�, •co a 2. FOOTING STEP REINFORCEMENT TO I�� 1,-0„ ct�p n w ce MATCH WALL AND/OR FOOTING C 0 a - D ► REINFORCEMENT SIZE AND SPACING. (3)#4 CONT. W/#4 U TRANS AT 16" O.C. - THICKEN SLAB AT STAIR W "' BOTTOM STEEL AS SHOWN Y N Z ....11NN- 0 1' 6 \ FOOTING STEP 7 STAIR STRINGER TO SLAB W D w ~ 58,02 NOT TO SCALE S8.02 1" = 1'-0" Lim, I 0 Q a W ow z = N � O CO 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. STUD WALL, SEE PLAN Otak 2x4 FLAT BLKG. @ PANEL JOINTS WALL SHEATHING, SEE PLAN ��� ANCHOR BOLTS, PER PLAN A WALL SHEATHING, \ POST, SEE PLAN Otak 1:11:1:::::,, Inc. SEE PLAN 2x TREATED PLATE 1/2" EXPANSION JOINT 808 SiSuite 300 / ANCHOR BOLTS, PER PLAN CONC. SLAB, SEE PLAN PR .6825 WALL SHEATHING, WALL EDGE NAILING, 287.6825 2x TREATED PLATE I.SEE PLAN FOR REINF. otak.com SEE PLAN �� IPOST, SEE PLAN FOR REINB, SEE PLAN1 P ,,, , $CONC. SHEAR WALL SHEATHING • 2x TREATED PLATE W/ & EDGE NAILING G f ANCHOR BOLTS, PER PLAN , �� / POST, SEE PLAN #5 @ 12' O.C. I I I I 1 I 44, ,R+ r F�, -- #4"Z" BARS @ 18" O.C. /` • ' 14CA ALT. TOP & BOT. HOOK 1 ,,) ABU BASE 2 611 Z - ''--- ' , ;•.:2-"' ' p i.: :.1', WALL EDGE NAILING, - SEE PLAN - a I III °.- I-(`< �.d � - . (3)#4 CONT. °l �— 4 ID G. ettlky SLAB, SEE PLAN /\\\6/�' ` I SLAB, SEE PLAN — I DtPIRES: 12/31/ it gm FOR REINF. / / \\\ 2" #4 T&B AND @ 12" O.C. ° . SEE PLAN FOR REINF. —, FOR REINF. . 3-29-2018 -- ° - ALT HOOKS CONTINUE CONT FTG ,-.°4:-,-1;t--!T,.. - ' 2-1',, '4 .. , _ s _ r REINF. THRU PAD FTG. \/�.. / a : STAMP #5 12" C .• c - ` - • b J' - •9- 'da •' _° - • _ \ Z it \\\\\ a. , b; •• _ -- CONT. FTG. BEYOND A� CC Zh I 4^ REIN SEE PLAN F-1-1r-1-1- / / — --1., Z 1 /\ \.aa. "9. ° _ I� • • • ,I�°° • 8 d • \ \ Z 1 Qa • . .. I•` '.6 d "I.. d°-. 8 I I ° - - •e." • .d d ° I 1 I I I d - _ _ - J //�/ "2J Q:oo - d° \ Q 4 ° . c I^ ,1 • d.. ° Ca Z _ 'd Pa -' a:'" C - - -' ",6 ..a 4 " \a =• `I d :I \ J _ ° DBG PROPERTIES : •" . ' a " CONT. FTG. BEYOND a .. ,i. a�., , as '• ` < ,< 4a g —i I ° < Z 4. <.. . d •. w ° 777- .1 \� w ° a I 4 °° . I— Q LLC w -L . ,r d' _1- -, • \ w rv_- ':— r e w ' ` -• —� U) w . ° yUJ r i I ° , w SEE PLAN FOR REINF. r " ` - y ; ' 1 d .a d, es;�i_�� CONTINUE CONT. FTG. SEE PLAN U r REINF. THRU PAD FTG. Zh SEE PLAN SEE PLAN ° Ena at SEE PLAN FOR REINFORCING SEE PLAN Schneidere` LAP W/SLAB REINFORCEMENT, - Smith ,1� SEE 1/S8.01 Engineering,Inc. 3141 WALNUT STREET, STE. 203A 1 INTERIOR POST FOOTING 2 EXTERIOR POST FOOTING 3 THICKENED SLAB a0 POST 4 RETAINING STEM WALL FTG DENVER, COLORADO 80205 S8.03 111 = 11-011 S8.03 1" = 11-011 S8.03 1" = 11-011 S� 8.03 '1" = 1-0" 720.904.1234 www.essdenver.com CONSULTANT WALL STUD FRAMING, SEE PLAN r __ 2x4 FLAT BLKG. @ STUD WALL, SEE PLAN PANEL JOINTS WALL SHEATHING, - - SEE PLAN --- 2x4 FLAT BLKG. @ PANEL JOINTS WALL SHEATHING, SEE 'ANCHOR BOLTS, PER PLAN PLAN � :� mir, ANCHOR BOLTS, PER PLAN 2x TREATED PLATE 1/2" EXPANSION JOINT 2x TREATED PLATE 1/2" EXP. JOINT WALL EDGE NAILING, • - CONC. SLAB, SEE PLAN SHEAR WALL SHEATHING SEE PLAN FOR REINF. & EDGE NAILING CONC. SLAB, SEE PLAN • i A `< :711:- d 1 _ FOR REINF. #4T&B ANDAT12"O.C. 6„ - d 1: .� ° co . LL -.yo- a #6 @ 9° o.c.LU -: •4, .' ,1' \ d a cwn 1 . " —� I I #4 @ 18" O.C. ALT. HOOKS \�/\ \" \. 1 6' \/j" . .6 - '26.,MIN. (3)#3 DOWELS W/ Q '2"; CO z ° - I"- w - - ,� SIMPSON AT-XP EPDXY 2 �— ZINTO STEM WALL d \ " • •<= d as _ INTERIOR FTG. SEE PLAN �— C° .a`. FOR SIZE & REINF. —�`�— W ct z - REINF., SEE PLAN M Q I' � r \' `` SEE PLAN i/\ a \\ <°' . , - ---- #6 @ 9" O.C. ALT. HOOKS Q ,' : �,. ' a. a a H 5 INTERIOR TO EXTERIOR FTG. CONNECTION v SEE CO PLAN FOR COREINF. — gg W S8.03 1 = 1 0 : ° SEE PLAN FOR REINF. 0 REINF. THRU PAD FTG. . CI Y N Z = NN- O_ 1 s Q CA N U j c:sts I= LL SEE PLAN TITLE 6 RETAINING STEM WALL FTG @ LIDA PLANTE # DATE DESCRIPTION 8.o3 111 = 1'-0" REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 03 ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. L3x3x1/4 x 5'-0"W/5/8" DIA. x 6" 8r' 4" 6" 6" HAS @ 24" O.C. „ - BRIDGE BY OTHERS Otak SITE PAVING, SEE CIVIL I \ 41111100144 ki, ° ' • Otak Architects, Inc. 5 I �.�.�.�+ 'V `_, - I < � 808 SW ThirdPortland, OR1te 300 97204 6 S8.04 ���� - 43 main 503.287.6825 S8.04 BO BRIDGE HSS 5x5x3/8 F._ _ 3/8 KNIFE PL STEEL FRAME, SEE ELEVATION h�.�.� -_ :4, a 3/4" DIA A307 ANCHOR ROD x �L ' i- _ _ . W/WASHER & (2) NUTS (4" SEE CIVIL #5"Z" BAR @ 12"O.C.• �� -,?:/r', r' _^� ___ PROJECTION), VERIFY 4 www.otak.com L JA A CAP PL, TYP ',°_•,_. •A QUANTITY W/BRIDGE MFR. * ` \ NOTE: �� i M -Cr NS &FS, STEEL FRAME &ANCHORS ( ) c i TYP1/4 •Vir ( 1/,7— ° 1 \\�/�� �\ GRADE LINE, SEE CIVIL NOT SHOWN, SEE 1 &2/S8.04 EA. WAY 6.BRACE, SEEi 4 BASE PL 1 x 11 x 2'-0" z #5 @ 12" O.C. EW, EF. \ fir+• 1/4 ELEVATION ". \. d • - • • ;/ \ CO �\ 1 1/2" NON SHRINK GROUT oO , .' '" ra -j/ /\/\/\/\\ A a .. if G. et*" rO ''S) / I / EXMRES: 12/31/ !CI CO 74- 0 C° C) co 2' xA '',, = • , - .. . ' ••- -LP- . - #5 DOWEL 12"O.C. . . ° ° , . .aa " ° 3292018 L I ' ~ •• .7/ Y�/WV/\�/\/W/6"HOOK, TYP GRADE - STAMP cr) Lo (6) 7/8" DIA. x 24"A307 d.' d."_ •. •.. a \/\/ /\\/\/\�\�\ I a �_ d° ,------- --.7.,--------.--,---• — _ ANCHOR RODS W/ 1/4 ° °.' ' a° • :� '4: /\// \//\//\//\//\//\//\ SEE CIVIL ,I I I I _ ° : a • '. a - III I r 4" DIA. 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ID Et 0 W W � c[0 _ CVO CL N- 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. Otak SQUASH BLKG. ABOVE - -- 4000111....0411.40 Ilk HEADER TO MATCH TRIMMERS - ATTACH PLYS W/ 10d AT WALL ABOVE ROOF JOIST/FLOOR 12" O.C. STAGGERED WHERE OCCURS �z Otak Architects, Inc. JOISTS ONOT SHOWN \ FLOOR SHEATHING, ---N---- (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 w ATTACH HEADER NOTE: - www.otak.com Li Q PLYS PER IBC (2) 16d PROVIDE 10d NAILS TWO ROWS OF 10d w NAILS 7 NAILS EACH �- = FASTENING SCHED. AT 12'O.C. AT NON- Ll / SPLICE LOCATIONS, ROW ON EACH SIDE OF .,/- w _ TYP., U.N.O. TOP PLATE JOINT. Z .............. �� � �� � ` - OVERLAP TOP PLATES i N J' O0 Q I <I AT ALL CORNERS & f`G '�` .n.. • .< -I-►QT� I --� INTERSECTIONS °k 6� Q = wlo I 4'-0" JOINT STAGGER 4'-0"JOINT STAGGER DOUBLE JOIST w c`r•, cn ATTACH MULTI PLY m _ I STUDS PER IBC (3) 10d MIN �� # ., v.*" 'rj — FASTENING SCHED. /� UJ U ___..7-----------� /� ! I �Q // \ FRAMEOPENG ��/(� Q►` 1 1 1 1 1 1 1 1 1 1 1 I I I �/ SEE MECH. FOR G. w r I OF HEADER T EACH PLY C , .p . _., . ._, �,..n,.- SIZE _ p \ I 'EXPIRES: 12/3i/ 1'9 P - > HEADER, SEE PLAN -�_ TOP BOTTOM / I :k p -1' KING STUD., SEE PLAN FOR PLATE PLATE - - CONT. JOIST OR N Ce \ 3-29-2018 cL I QUANTITY. TYP. JOIST BLKG AT U JOIST, SEE PLAN STAMP a DOUBLE UP TRIMMER ��/` _L _,'\- JOINT JOINT 48"O.C. -- HANGER BY - STUDS AT JAMBS OF \.' - WOOD STUD WALL, SEE OPENING LARGER THAN SCHED. ./\..., TRUSS MANUF. /� 6'-0"AT BEARING WALLS WOOD STUD -- (2) SIMP DTC CLIPS AT 1. ( l ��1- U.N.O. ON PLAN. NUMBER OF TRIMMER & KING STUDS PARTITION WALL EA. BLOCK ��1 Ll —� CALLED OUT IN HEADER SCHED. (NON-BEARING) PLAN VIEW DBG PROPERTIES LLC 1 TYPICAL HEADER DETAIL 2 TOP PLATE JOINT DETAIL 3 TYP. NON-BEARING WALL DETAIL 4 TYPICAL FRAMED OPENING S8.21 NOT TO SCALE S8.21 NOT TO SCALE S8.21 1" = 1'-0" S8.21 NOT TO SCALE �►1,� Enayat lb- Schneider Smith ,1 Engineering, Inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com v LAM WITH: CONSULTANT BUILT UP COLUMN l 4 OR MORE 2X4 AND 2x6: 1/2"0THRU 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). j O.C. IN LIEU OF SHEAR WALL SEE PLAN CONN. PER SCHEDULE f 1 2-2X6: TWO ROWS OF 10d COMMON WIRE ' FLOOR SHEATHING, SEE PLAN SIMP A35 EA. - NAILS AT 6"O.C. I / \ TYP. FLOOR CORRIDORS UNIT FLOOR TOPPING, SEE PLAN SIDE OF POST TOP AND BOT 3-2X4: ONE ROW OF 30d COMMON WIRE _ ° .a ° EDGE NAILING FLOOR TOPPING PER • FLOOR SHEATHING, NAILS AT 8"O.C. STAGGERED, APPLY(1) CU, SEE PLAN TYP. FLOOR SHEATHING, SEE PLAN L TREATED ROW TO EA. FACE (ALT. SIMP SDW22). I NOTES SEE PLAN )- ; �.--- PLATE, TYP. =-41 / I - kV-- 2-2X4: ONE ROW OF 10d COMMON WIRE NAILS AT 6" 0.C. STAGGERED. FLOOR SHEATHING L C--- "l OVER 3x T&G DECKING e 1- 1 ' ilili PER PLAN F_ • ti -- JOIST, SEE PLAN SHEAR WALL EDGE - " , a,a a° - - _ � JOIST, SEE PLAN LL] ° NAILING PER SHEAR CO / \_ WALL SCHEDULE V (2) 16d INTO < a> a; 10d TOE NAILS 6"O.C. (2) 2x PLATE- FOR BOTTOM OF EA. STUD - aa` - @ /1JOIST SEE PLAN SHEATHING PER LAP, SEE 2/S8.21 .° BEAM, SEE PLAN SHEAR PLANS \ Z BEAM, SEE PLAN --- SIMP. IUS HANGER U.N.O. -- FIRE BLKG. @ LLJ o_ CONC. 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ON SHEAR WALL, SEE 1/S8.22 NAILING, SEE SHEAR �/ / WALL PLANS WALL SCHED. NAILING, SEE SHEAR / CU, SEE PLAN NOTES WALL SCHED. ///��� SHEAR WALL EDGE FLOOR TOPPING, PER PLAN PROVIDE GAP IN . CU, SEE PLAN NOTES PROVIDE GAP IN TYP. FLOOR SHEATHING, NAILING PER SHEAR SEE PLAN WALL SCHEDULE FLOOR SHEATHING, PER PLAN WALL SHEATHING TYP. FLOOR SHEATHING, WALL SHEATHING SEE PLAN IL ... . ° . (4) 2x12 DF#1 STRINGER CUT � TO LEAVE 5 1/2" SECTION '� ► 1 1/8" PLY STAIR TREAD W/ \ ,_�� - FLAKES ORIENTED PARALLEL '�� SHEAR WALL EDGE TO LENGTH OF TREAD REVISIONS SHEAR WALL EDGE = NAILING, SEE SHEAR ` f WALL SCHED. p //) // I / NAILING, SEE SHEAR • - ') =- WALL SCHED. • © FLOOR SHEATHING SB,JD TDS SIMPSON A35 @ 48" -- FLOOR JOIST PER PLAN / EDGE NAILING """" 1)1( DRAWN BY CHECK BY O.C. U.N.O. ON SHEAR \ N. JOIST, SEE PLAN PERMIT SET WALL SCHEDULE FLOOR SHEATHING JOIST, SEE PLAN - ITS HANGER \ 1 1/2"CONT. LSL BLKG. W/10d EDGE NAILING \^ \ EXTERIOR SHEATHING, STATUS TOENAIL 8" O.C. U.N.O. 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FLOOR SHEATHING, POST UP TO BEAM OR \ \� SEE PLAN Otak Architects, Inc. GIRDER TRUSS, ABOVE 10d TOE NAIL @ 6" O.C. ... .1 FLOOR FRAMING f/ FROM TOP PLATE TO ' 808 SW Third Avenue, Suite 300 WHERE OCCURS \ °° • CU, SEE PLAN TYP. FLOOR BEAM o\ ix \° I \ Portland, 03..28.68225 SHEATHING, SEE PLAN (2) CS16x14" (ONE ON EA. °o _ www.otak.com 10d TOENAILS @ 6" O.C. OPPOSITE FACE) OF EA. °° TYP. FLOOR SHEATHING, STUD OF WING WALL, TYP. ° DOUBLE 2x TOP PLATE - WALL SHEATHING, SEE PLAN -. .. ° _: - SEE PLAN ° II 1�'ED PROF - xx -e. -, It , ,_ 11 11 ° CANTILEVER BEAM, SEE PLAN II NOTE: USE TYPICAL r �� ♦...6. z SIMPSON A35 TOP & BOTTOM �/' -- SHIM AS REQ'D -` -° III WALL SHEATHING BOTH POST CAP, SEE PLAN OF BLOCKING ► / Pv .� SIDES OF WING WALL ^ 0 4 / V A� JOIST, SEE PLAN V POST, SEE PLAN STEEL CANOPY BY OTHERS 1y,O eik �_• , � WALL STUD '' Ed G. E'N �_ L- 10d TOE NAILS AT 4" JOISTS PARALLEL TYP. FLOOR FRAMING, TO WALL WHERE CS16x23"WRAP AROUND 2x PLATE W/ANCHOR FRAMING, SEE PLAN ;�,II i ,_ EXPIRES: 12f31/ i9 O.C., TYP. BOTH .II i -- SEE 9/S821 NOTED BOT. PLATE TO OPPOSITE a SIDES, STAGGERED BOLTS, SEE PLAN �!��' 3-29-2018 SIMPSON LTP4 @ 18" O.C. FACE OF STUD, TYP. EA. 'UN: 1 U.N.O. ON SHEAR WALL - 6x12 PROVIDE SOLID BLKG. UNDER (2) 2x PLATE, SEE 2/S8.21 STUDH STAMP 2" SQUARE PLATE SCHED. POST IN FLOOR CAVITY TO MATCH FOR LAP WASHER AT EA. �' ---1'- 0" MAX A WIDTH OF WALL. WHERE JOIST \ ° < • ,_ BOLT r _r-� ( lZ HANGER, SEE PLAN ARE PERP. TO WALL, SET BLKGJ Lr POST DOWN TO INTO ONE JOIST SPACE. WHERE FOUNDATION TO °a ; , ° .. � ---- (2) 1/2" DIA THRU BOLTS -� . JOIST PARALLEL TO WALL, BLKG IS MATCH ABOVE U.N.O. - : .o"- '� CONC. STEM WALL, TRIPLE 2x6 BLOCKING @ 4'-0"O.C. MAX. DBG PROPERTIES 12" LONG MIN. (CENTERED AT CANTILEVER BOTTOM PL. a SEE PLAN OR HEADER BETWEEN LLC POST) EDGE OF WING WALL ° ° STUDS Enayat ►- (-1 2-HR STAIR ELEVATOR 2 TYPICAL BLOCKING BETWEEN FLOORS 3 WING WALL DETAIL 4 EXTERIOR CANOPY Schneider 1 1 Smith S8.22 1" = 1'-0" S8.22 1" = 1'-0" S8.22 i 1" = 1'-0" S8.22 1" = 1'-0" Engineering, Inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT j- STUD WALL FRAMING ABOVE, SEE PLAN GYPSUM SHEATHING, 2x PLATE STUD FRAMING ABOVE SEE ARCH. • • FLOOR SHEATHING, GYPSUM SHEATHING, SEE ARCH. WALL STUD FRAMING, 1 14" MIN. - SEE PLAN CU, SEE PLAN SEE PLAN CU, SEE PLAN FLOOR SHEATHING, SEE PLAN I , / FLOOR SHEATHING, I //WALL STUD FRAMING, SEE PLAN u . ,, SEE PLAN - ::SzI:I::::LAN H , 1 * ° - ,: . . ;, - �� I FLOOR SHEATHING, SEE PLAN `Al CO \/-7-./ \ DOUBLE 2x PLATE r IWALL EDGE NAILING, SEE PLAN CS16 CONNECTING TOP z PLATES ON OUTSIDE ' I, ,," 10d TOENAILS �►���; N� WALL EDGE NAILING, SEE PLAN FACE OF WALL STOP TOP PLATES ON BEAM, SEE PLAN @ 6" O.C. 4��• N\ w CO ,' - EA. SIDE OF BEAM / u� PACK AS REQ'D a 1 CK �.i / �, i BEAM, SEE PLAN - PROVIDE STUB POST 7 SE\ 1 E PLANK DECKING, Imm. I- 11 _ , ' - STEEL CANOPY BY OTHERS UNDER BEAM WITH STUD Z = = - NAILED TO EACH SIDE 1/I�IE . ___ I JOIST, SEE PLAN _ ■; - A35 FROM BEAM O 1/4"x D FROM TO POST STUD TO BEAM EA. SIDE MQ /I : 1 I 11 ;- �� -- /\ —.I\d-\- STUD WALL FRAMING, t co SEE PLAN HANGER, SEE PLAN \ 3x8 LEDGER W/(3) 1/4" (n POST, SEE PLAN DIA. x 6" LAG SCREWS J DOUBLE 2x TOP I JOIST FRAMING, 2' 0" MAX AT 6"O.C. PLATE SEE PLAN � � E \ (4) 1/4" DIA x 6" LAG SCREWS STITCH NAIL STUDS TO \ CL I— @ 18"O.C. MAXIMUM BOTH SIDE OF POST& SIMPSON LTP4 @ 18„D.C. w ITS HANGER, BEEAM U.N.O. ON SHEAR WALL TYP. BEAM, SEE PLAN SCHED. Q Q �a Vn z EXTRERIOR CANOPY AT STAIR 6 TYP. BEAM TO COL CONNECTION AT EXTERIOR 7 INTERMEDIATE LANDING 8 CORRIDOR/UNIT WALL AT 2HR FIRE RATING Y N 8.22 1 = 1 -0 S8.22 1 11-0” S8.22 1" 11-0" S8.22 1 = I-0" J W z0cL = 0 12 W (u) a 0 = G < 0 I-- N- GYPSUM SHEATHING, - -- TYP. WALL EDGE g?. ~ SEE ARCH. \ NAILING, SEE PLAN TITLE GYPSUM SHEATHING, SEE ARCH. n _^ # DATE DESCRIPTION ...4Z7 - / CU, SEE PLAN ���— • 2x PLATE - TYP. FLOOR SHEATHING, CU, SEE PLAN • SHIM AS REQ'D SEE PLAN • • TYP. FLOOR SHEATHING, FLOOR SHEATHING, CORRIDOR DECKING, SEE 9/S8.21 SEE PLAN SEE PLAN t. ..._.....,..........:. ...,...__.._...._WN. FLOOR SHEATHING, SEE PLAN - 6x12 _� , DOUBLE 2x TOP PLATE .1,.._..."""" ....,.............. 1...... • AT EXTERIOR WALL 10d TOENAILS • �1I 'e.:A 10d TOENAILS @ 6' O.C. 1, @ 6" O.C. =--I: A r�\, c�\ -- SHIM AS REQ'D 1771 I5' 11 \ VESTIBULE DECKING, d SEE PLAN REVISIONS _.... ..._._,....4.! T o WALL STUD FRAMING, z �- N 14" MIN. EA. SEE PLAN SIDE OF STEP tit- ) TYP. FLOOR FRAMING, 2x8 BLKG BETWEEN _ SB,JD TDS ,j SEE 9/S8.21 STUDS DOUBLE 2x TOP PLATE DRAWN BY CHECK BY r y AT CORRIDOR WALL i, 1 6x12 PERMIT SET CORRIDOR DECKING, SEE PLAN 7 I o i; 3x8 LEDGER W/(3) 1/4" CS16 FROM BLKG TO --' \ N DIA. x 6" LAG SCREWS VESTIBULE DECKING, AT 6" O.C. CORRIDOR TOP PLATE STUD WALL FRAMING, STATUS SEE PLAN _ 1 HANGER, SEE PLAN EA. FACE OF WALL SEE PLAN 03.29.2018 3x6 LEDGER W/(2) 1/4" DIA. x 6" „� /\/ A �� 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 S8 . 22 ©2018 OTAK, INC. 9 CORRIDOR BEEAM W/ LEDGER 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°X36",it has been reduced/enlarged. Scale accordin l S8.22 1" = 1'-0" S8.22 1" = 1'-0" S8.22 1" = 1'-0" S8.22 1" = 1'-0" g gY Otak SIMPSON A35 TOP & BOT. STUD WALL FRAMING, OF BLKG, EA. END SEE PLAN Otak Architects, Inc. --nr— EXTERIOR MODIFIED /�\ BALLOON FRAMED WALL GYPSUM SHEATHING, 808 SW Third Avenue, Suite 300 SEE PLAN Portland, OR 97204 (3) 16d TOENAILS EA. SIDE I; main 503.287.6825 OF BLKG. TO STUD www.otak.com EXTERIOR MODIFIED FLOOR SHEATHING, BALLON-FRMED WALL ^ A E iN SEE PLAN �� � a PRpFF 0. 1-1-1 \ 6 t- In u)l— `--- (7) i i- . i\_ V' r Il ',/II ‹ X y 71 SIMPSON GA1 FROM TOP ci PLATE TO SIDE OF WALL 6x12' BOTH ` 'No G. 040 STAIR LANDING JOIST, 'EXPIRES: 12/311 iq p SIMPSON CS16 FROM -- INTERIOR PLATFORM SEE PLAN SIMPSON GA1 FROM 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 _� ----- J 1— INTERIOR PLATFORM �J LJ FRAMED WALL W/(1) PLY - 2x8 LEDGER W/(2) 1/4" DIA. x 6" —,j LSL BLOCKING LAG SCREWS AT 6" O.C., DBG PROPERTIES 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) Enayat 8.23 1" = 1'-0" S8.23 ' 1" = 1'-0" S8.23 1" = 1'-0" Schneider '� Smith -- Engineering, Inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT CO F— = LLI C/) 2 I Z ct W 0 M Q 1 I co Ce J a w < 00 C) ct 0 wM z J YN W z � LL, = O CK W cOa 0 = oQ 0 00 N- F- LL TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 23 ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. - DOUBLE 2x PLATE SHEAR WALL EDGE SHEAR WALL EDGE ---\ NAILING, SEE SHEAR NAILING, SEE SHEAR WALL SCHED. DOUBLE 2x PLATE WALL SCHED. - (2) 10d AT EA. TRUSS Otak PROVIDE SHEATHING BOTH SIDES OF TRUSS. PROVIDE SHEATHING 8d @ 6" 0.0 EDGE NAIL : :TAE::IL @ 6" .C. BOTH SIDES OF TRUSS. -- TYP ROOF EDGE NAILING EXTEND TRUSS END VERTICAL EXTEND TRUSS ENTO FORM PARAPET& VERTICAL MEMB RD Otak Architects, Inc. 1 8d 6" O.CEDGENAIL DESIGN FOR+/-82 ��i( � @ 10d TOENAIL AT 6" O.C. PSF WIND LOAD �� 8d @ 6" O.C. EDGE NAIL TO FORM PARAPET& -�- (6) 10d NAILS AT EA. ROOF EDGE NAILING TYP. ROOF _ " DESIGN FOR +/-8211‘ 808 SW Third Avenue, Suite 300 U PSF WIND LOAD ± ROOF EDGE NAILING SHEATHING, SHEAR WALL EDGE Q ROOF EDGE NAILING END OF BRACETYP. ROOF SHEATHING, Portland, OR 97204 U SEE PLAN main 503.287.6825 � - -- (3) 10d AT EA. SEE PLAN TYP. ROOF SHEATHING, www.otak.com NAILING, SEE SHEAR w o TYP. ROOF :T:ARCH LNAILING, SEE SHEAR wRCH • . WALL SCHED. SLOPE, SEE ARCH. BOT OF BRACE I ` ,tD PROS• BETWEEN TRUSSES 2x8 CONT. BLKG. TRUSS BLOCKING ,Iit- i ... ,.:.. ........,.,. .,,,, �tT• GIN tf;e �. _ AS REn'D BY MANUF V - x x V v <e, SIMP A35 ANGLE @ /i ' ;1 or BETWEEN TRUSSES , `/ _ x x X ' 1 /A arc• . : , .r�. 24" O.C. U.N.O. ON I SIMP A35 ANGLE @ 24" � - 121410.°43 SHEAR WALL SCHED. �` O.C. U.N.O. ON SHEAR O� , r / 2x BLKG. BETWEEN WALL SCHED. \ f 10d @ 6" O.C. 0 TRUSS OVER SHEAR ROOF TRUSS TRUSSES , , -- 2x BLKG. BETWEEN WALL DESIGN FOR 300 BY OTHER 4yfD . Etlpy GIRDER TRUSS ` / BY OTHER TRUSSES o PLF T.O. PL. - 1 `> 11 , ? / 1 / Iq P SEE ARCH. = < �- ° °, EXPIRES: 12/31 \g- IF SET.OE ARCH. :�:= 1 2x6 BRACE AT 10d NAIL A 6" O. I �; 3-29-2018 \ / ► 6' 0" O.C. TYP. U.N.O. SHEAR WALL �. SHEAR WALL EDGE \ \ / HANGER BY TRUSS BLOCKING AS STAMP �/ SHEAR WALL EDGE z SCHED. NAILING, SEE SHEAR X iv TRUSS MANUF. \ - - - - REQ'D BY MANUF. SIMP H2.5A AT EA. TRUSS - WALL SCHED. / \ NAILING, SEE SHEAR \X/ N\ / � x x " �' a (ADD'L H7Z AT GIRDER TRUSS) /-_\ ,� WALL SCHED. / \ /�� � 1� /\ - ROOF TRUSS TRUSS BLKG. - SHEAR WALL EDGE NAILING, / \ - - BETWEEN TRUSSES, - {t1 LJ 10d TOENAIL AT 6" 10d TOENAIL AT 6" \ BY OTHERSEE SHEAR WALL SCHED. O.C. U.N.O. ON SHEAR 10d @ 6" O.C. SEE 11/S8.31 WALL SCHED. O.C. U.N.O. ON SHEAR A35 ANGLE AS NOTED DBG PROPERTIES WALL SCHED. ROOF-RUSSES BY OTHER ON SHEAR WALL SHEAR WALL EDGE ROOF TRUSSES BY OTHER 7-A—/ SCHED. NAILING, SEE SHEAR (2) 2x PLATE, FOR - SHEAR WALL SHEATHING, LLC HEADER WHERE H2.5A AT EACH HEADER WHERE H2.5A AT EACH TRUSSWALL SCHED. LAP SEE 2/58.21 SEE SHEAR PLANS OCCURS, SEE PLAN TRUSS (ADD'L H7Z AT OCCURS, SEE PLAN (ADD'L H7Z AT GIRDER TRUSS) - SHEAR WALL SHEATHING, GIRDER TRUSS) (2) 2x PLATE, FOR -- SEE SHEAR PLANS - 2x INT. STUD WALL, SEE SCHED. EXT. SHEATHING, SEE EXT. SHEATHING, SEE - (3) 10d TOENAIL LAP SEE 2/S8.21 . �,�I v. SHEAR WALL PLANS (2) SHEAR WALL PLANS TRUSS TO PLATE -- 2x INT. STUD WALL, Enayat 2x PLATE, FOR 2x EXT. STUD WALL, LAP SEE 2/58,21 -- --- 2 2x PLATE, FOR SEE SCHED. Schneidey,A 2x EXT. STUD WALL, ( ) SEE SCHED. 2'-0" MAX. SEE SCHED. LAP SEE 2/S8.21 Smith Engineering, — ----- 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 I-4 ROOF TRUSS PERP. TO INTERIOR WALL DENVER, COLORADO 80205 720.904.1234 S8.31 1" = 1'-0" S8.31 1" = 1'-0" S8.31 1" = 1'-0" S8.31 1" = 1'-o" www.essdenver.com CONSULTANT 2" 4" 2" rl WALL SHEATHING, SEE PLAN OVERBUILD FRAMING, SEE ARCH TYP. ROOF EDGE NAILING - BEAM, SEE PLAN 2" 4" 2" `-1 -1---/1\irt- GUARD RAIL BY GUARD RAIL BY OTHERS f OTHERS / WALL EDGE NAILING, SEE PLAN pip WALL SHEATHING, --. -- OVERBUILD FRAMING, SEE ARCH I -- CONCRETE TOPPING, ---- ROOF SHEATHING, SEE PLAN SEE PLAN 0 SEE ARCH 10d TOE NAIL @ 6" O.C. TYP. FLOOR EDGE NAILING, U.N.O. ON SHEAR WALL1111111111444 / Ir SEE PLAN I I GUARD RAIL BY TYP. FLOOR EDGE NAILING, a I a FLOOR SHEATHING, SCHED. � GUARD RAIL BY ' '` )1) I I I OTHERS OTHERS SEE PLAN I MAX THICKNESS=2 1/2", 2x PLATE WITH 16d NAILS @ 6" O I SECTION A A SEE PLAN 0,0. U.N.O. ON SHEAR WALL I,� ), A-A ► SCHED. WALL SHEATHING, SEE PLAN CONCRETE TOPPING, 2x PLATE WITH 16d NAILS @ 6" TYP. FLOOR NAILING, , O I O MAX THICKNESS=2 1/2", 0,0. U.N.O. ON SHEAR WALL TYP. FLOOR EDGE SEE PLAN TYP. FLOOR SHEATHING, t I SEE ARCH SCHED. NAILING, SEE PLAN -- SAWN LUMBER JOIST, SLOPE SEE PLAN SEE PLAN SECTION A-A FLOOR SHEATHING, PL3/8x8x9 1/4 PL BOTH SEE ARCH. TYP. WALL EDGE NAILING SEE PLAN FLOOR SHEATHING, SEE SIDES OF BEAM W/(4) 1 / PLAN DOUBLE 2x PLATE, SEE 2/S8.21 ► SLOPE 1/2" DIA. THRU BOLTS N n PL3/8x8x9 1/4 BOTH SIDES A-A I- ��1 )x �t "L ROOF SHEATHING, SEE PLAN - - SEE ARCH. I c., I ,` 1 _ OF BEAM W/(4) 1/2" DIA. l - ?� � �_� THRU BOLTS dct)N :..�. X ��,' :... . ,� -_ _ N _� .1i ii _� 1 I 'I' S------m (3)cn 10d @ A BLKG., TYP. WALL SHEATHING, SEE PLAN E G. T I-- CV __.�.... �11� /1:`� M ,i 1—! ti/\L 1 2x PLATE W/ 16d NAILS @ 6" Z I .I'1 1 II M ► 2x6 BLKG. BETWEEN O.C. U.N.O. ON SHEAR WALL w �II�I L. WELD GUARD RAIL FULL TRUSS / SCHED. II DEPTH OF PLATE FLOOR JOIST FRAMING, / F"- WELD GUARD RAIL FULL .4y ;_ _ (2) 2x8 RIM BOARD (6) 10d NAILS @END TYP. ROOF EDGE NAILING, N DEPTH OF PLATE \ SEE PLAN OF BRACE / SEE PLAN Ct �_ TOP FLANGE HANGER, �, �� W Q (2) 2x8 RIM BOARD FLOOR JOIST FRAMING, SEE PLAN ..,,,,,..,,.,, ,,,..,�� . SEE PLAN _ SIMPSON A35 FROM C �`� SOLID PACK AS REQ'D M < H2.5A BOTH SIDES OF JOIST 2x BLOCKING - BLOCKING TO EA. STUD 1 • DECK JOIST, SEE PLAN + + SIMPSON A35 @ 24" O.C. GLULAM BEAM, SEE PLAN STUD WALL FRAMING, SEE PLAN \ U.N.O. ON SHEAR WALL Ce (n SIMPSON A35 FROM PLAN TOP FLANGE HANGER, BLOCKING TO EA. STUD2x6 BRACE AT 10d TOENAIL @ 6" O.C. H2.5A BOTH SIDES 40 TO 60 DEG. TYPICAL WALL EDGE laCt < SEE PLAN OF JOIST NOTE: DECK FRAMING SAWN 6" O.C., TYP. -4e --....-J— NAILING SHALL BE PRESSURE DECK JOIST, SEE PLAN NOTE: DECK FRAMING SAWN STUD WALL FRAMING, LUMBWER - ROOF TRUSSES �-.-- SIMPSON A35 @ 24" 0.C. 2x8 LEDGER W/(2) 1/4" - TREATED, GLULAMS SHALL BE LUMBWER SHALL BE PRESSURE SEE PLAN ‘\,, BY OTHERSill< 2x8 LEDGER W/(2) 1/4" TREATED, GLULAMS SHALL BE DIA. x 4" LAG SCREWS EXTERIOR GRADE -- DOUBLE 2x PLATE 0 0 DIA. x 4" LAG SCREWS EXTERIOR GRADE GLULAM BEAM, SEE PLAN - @ 12" O.C. / SIMPSON A35 - - @ 12" O.C. \ STUD WALL FRAMING, CD 5 DECK WITHOUT CANTILEVER 6 DECK AT CANTILEVER LOCATIONS \7 HIGH ROOF FRAMING PARALLEL TO WALL SEE PLAN n Wco z 58.31 1" = 1'-0" s8.3J 1 / 1" = 1'-0" N ti DOUBLE 2x PLATE g- 6)) 8d @ 6" O.C. EDGE NAIL (2) 10d @ EA. TRUSS - TYP. ROOF EDGE NAILING U I 0 LL - TYPICAL ROOF EDGE NAILING o Li_ BEAM, SLOPE, TYP. WALL EDGE - A BEAM, SEE PLAN C/) 0 SEE ARCH. - - TYPICAL WALL EDGE NAILING . - O < SEE PLAN NAILING, SEE PLAN ► ROOF EDGE NAILING, ' .......\I" " \ . .7 2x BLKG. / SEE PLAN N -zo CS16 x 18" BOTH SIDES OF SIMPSON A35 @ 24"O.C. U EACH WALL STUD ii EXTEND TRUSS END \ \ VERTICAL MEMBER TO N. Q TITLE STUD WALL FRAMING, SEE PLAN FORM PARAPET& w 9 ROOF SHEATHING, DESIGN FOR +/- 82 psf uW) SEE PLAN ROOF SHEATHING, SEE PLAN TYP. ROOF SHEATHING # DATE DESCRIPTION FACE MOUNT HANGER, 7 i --3:C- - ROOF EDGE NAILING, SEE PLAN WIND LOAD FULL HT TRUSS BLOCKING SEE PLAN SEE PLAN / "� __---- 10d TOE NAIL @ 6"O.C. 10d TOENAIL @ 6" O.C. TRUSS BLKG. BY TRUSS TYP. ROOF EDGE TYP. WALL EDGE / I, o TYP. ROOF EDGE NAILING MANUF. DESIGN FOR 300 NAILING ROOF JOIST, NAILING, SEE PLAN ��I I I ` ° ° - -- PLF SHEAR LOAD SEE PLAN H2.5A BOTH SIDES OF - * AROOF SHEATHING, SEE PLAN 5� ° TYP. WALL EDGE PROVIDE A TRUSS VERTICAL JOIST \ , ° ° °�`I NAILING, SEE PLAN AT BLKG. LOCATION, TYP. // SIMPSON A35 @ 24" ° � � � WALL SHEATHING SEE PLAN / O.C. U.N.O. ON SHEAR �.° ° o WALL SCHED. 2x8 CONT. BLKG. B/W ° � //�, o / ,____X 1 1 \ 1 1 X ••���"` I TRUSSES € °° ° I��° TRUSS BLKG r l _ °°: w 10d TOE NAIL AT 6" O.C., /I ccl 10d TOENAIL AT 6" O.C. / NI-12.5A @ EA. TRUSS ° 1 O SCHODON SHEAR WALL (H7Z @GIRDER TRUSS) BOTH SIDE AOFING \\// ° o --1� - -��__ WALL REVISIONS 4 N T.O. PL. °. PARAPET, SEE PLAN `/ I ° I > /-\,-- iN,--- !/ SEE ARCH. _ 1 - °° 1 SB,JD TDS m )fr - ROOF TRUSS BY OTHER z SIMP A35 ANGLE AS DRAWN BY CHECK BY g 2x BLOCKING B/W ^ z - - . NOTED ON SHEAR N / TRUSSES 10d TOENAIL @ 6" O.C. V J�/ WALL SCHED. PERMIT SET TYP. WALL EDGE - H2.5A BOTH SIDES OF _ NAILING, SEE PLAN TRUSS / \/ STATUS \ CS16 WRAPPED OVER \ �� � . n TOP OF BEAM _ 1� 1 �i /�� ��l 03.29.2018 ROOF TRUSSES BY TYP. WALL EDGE SIMPSON A35 @ 24" 0.C. / OTHERS NAILING, SEE PLAN U.N.O. ON SHEAR WALL / DATE SCHED. POST, SEE PLAN 10d TOE NAILS AT 6" O.C. - STUD WALL FRAMING, NOTE: USE TYPICAL WALL SHEATHING 17154 BETWEEN TRUSS BLKG. SEE PLAN DOUBLE 2x TOP PLATE BOTH SIDES OF WING WALL STUD WALL FRAMING, &VERT. WEBS OF PROJECT NUMBER SEE PLAN TRUSSES, TYP. - STUD WALL FRAMING - STUD WALL FRAMING, I ,\J SEE PLAN - DOUBLE 2x PLATE S8 . 31 8 HIGH ROOF FRAMING PERP. TO WALL ©2018OTAK, INC. ' S8.31 1" = 1'-0" \9TRUSS CANTILEVER 10 HIGH ROOF AT WING WALL 11 TYP. ROOF TRUSS BLOCKING DETAIL S8.31 1" = 1'-0" S8.31 1" = l'-0" S8.31 1" = 1'-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. JOIST, SEE PLAN ;= - TYP. ROOF EDGE NAILING, SEE PLAN H2.5A @ EA. JOIST (3) 10d Otak SIMPSON A35 @ 24" O.C. / 2x BLOCKING BETWEEN JOISTS U.N.O. ON SHEAR WALL '• j k ���� ---- TYP. ROOF EDGE NAILING SCHED. /,,,, > DOUBLE 2x PLATE '� 1 ), \WALL SHEATHING, SEE PLAN ■ - _ Otak Architects, Inc. WALL EDGE NAILING, SEE PLAN 10d TOENAIL @ 6" O.C. U.N.O. \ \ 808 SW Third Avenue, Suite 300 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, u ,Z- SEE ARCH. WALL EDGE NAILING, SEE PLAN TYP. ROOF EDGE NAILING \ ; �R(}f�'t- I /1/U\ /1�\ 1. x)(.\ ROOF SHEATHING, SEE PLAN ROOF SHEATHING C'a c� ec SOLID PACK AS REQ'D — 1 G i F `Jf� t/ ac ' 8. 'F �/` (2) PLY TRUSS Y�1 • 4,14 r,r / \/\ '�4 OVER WALL /�-/\ ` ell 1 1 0 • y • , A.4 _ SOLID PACK AS REQ'D EXPIRES: 12/31/ iq \ / : • SIMPSON A35 @ 24" — O.C. U.N.O. ON SHEAR WALL PLAN ),Q1, '1 A— ` \ 3-29-2018 .,_-. ��_ /`J� ! SIMPSON A35 @ 24" , STAMP �� O.C. U.N.O. ON SHEAR n V \ WALL PLAN HANGER BY TRUSS MANUF. ROOF TRUSSES BY OTHERS •— 1 _ \ l L J �r \\_ (2) PLY GIRDER TRUSS DOUBLE 2x PLATE , kt),( . PROPERTIES WALL EDGE NAILING, SEE PLAN ��� LLC HANGER BY TRUSS MANUF. \\ ROOF TRUSSES BY OTHERS 10d TOENAIL @ 6" O.C. U.N.O. - - _____\„,_ \ _ _, �: ON SHEAR WALL PLAN \, (2) PLY GIRDER TRUSS WALL EDGE NAILING, SEE PLAN %►AA_ WALL SHEATHING, SEE PLAN Enayat111- STUD WALL FRAMING, SEE PLAN 10d TOENAIL @ 6" O.C. U.N.O. Schneider ON SHEAR WALL PLAN DOUBLE 2x PLATE SmiEngineering, Inc.Inc. 3141 WALNUT STREET, STE. 203A STUD WALL FRAMING, SEE PLAN DENVER, COLORADO 80205 \ 1\ ROOF HATCH FRAMING 2HR FIRE WALL 72 ELEVATOR HIGH ROOF 2HR FIRE WALL 720.904.1234 www.essdenver.com 8.32 ) 1" = 1-0" s8.32 1" = 1'-0" CONSULTANT I Q 3/16 I HSS 4x2x1/4 0 2 3/16/ - HSS 4x2x1/4 o METAL PANEL MAX. - SELF WEIGHT=20 ISI PSF, SEE ARCH HSS 4x4x1/4 @ o ADDITIONAL BLKG, 10'-0"O.C. MAX , METAL PANEL MAX. ,Z PANEL @ EACH HOIST BEAM, SEE PLAN SELF WEIGHT= 20 -- HSS 4x4x1/4 @ = SIDE OF POST \ DOUBLE PLATE AT TYP. PSF, SEE ARCH - _ 10'-0" O.C. MAX EXTERIOR TRUSS BEARING AA NOTE. WRAP CS16 iNi CONDITION A, 011 F. AROUND CORNER I-- 1 I I 1 3,. � z lo oh o of \ % W (11/27.7CS16 FROM TOP PLATE TO co \3 I BLKG BETWEEN STUDS, BOTH 1 1/24 - w o SIDES OF WALL (2) 3/8" DIA. x 4" LAG I-- i— 1 D 1"TYP. SCREWS Z a 0 - DOUBLE TOP PLATE AT TRUSS o ~ CANTILEVER CONDITON - - STUD WALL CI- 0 w /I ' i FRAMINGM "C:( Y / ST TCH NA STUDS TO F POST W/(2) ROWS O BLKG. PANELCie 7\-- ° ° ° ° ° ° ° ° 10d NAILS @ 6" O.C. (n i+-1- BETW. TRUSSES (2) 10d, TYP / ) _ - STAGGERED _J L6x4x5/16 x 3 1/2" Q L6x4x5/16 x 3 1/2' W/(2) 1/2" DIA. W/(2) 112" DIA. FLAT 2X6 BLKG. THRU BOLTS, TYP 3/16 THRU BOLTS, TYP 3/16 BETWEEN STUDS TYP TYP �\ < W 3/16 1/8" CAP PL 3/16 \ 0 STUD WA 1/8" CAP PL -__./V ___/ SEE PLANLL FRAMING, Cl) POST, SEE PLAN Q W N z N N N- 3 , MECHANICAL SCREEN W/ PANEL PERP TO FRAMING 4 MECHANICAL SCREEN 5 TOP PLATE STEP AT ROOF 6 ELEVATOR HOIST BEAM DETAIL Lill Z rn Q S8.32 1" = 1'-0" s8.32 1" = 1-0" s8.32 1' = 1-0" ss.32 1" = 1'-0" ...m.• 1 0 ROOF SHEATHING, SEE PLAN o DOUBLE 2x PLATE t:- 0 TYP. WALL EDGE NAILING ROOF SHEATHING, SEE PLAN TYPICAL ROOF EDGE NAILING 0 0 TYPICAL ROOF EDGE NAILING ACO SLOPE, ---- WALL SHEATHING, SEE PLAN c ! .,,Z - TYPICAL WALL EDGE NAILING TYPICAL WALL EDGE NAILING - SEE ARCH. ; _ .......__..__:_ ---- • BEAM, ' TITLE 1 STUD WALL FRAMING, SEE PLAN i � SEE PLAN 2x BLKG. 2x BLKG. == I TYP. ROOF EDGE NAILING, SEE PLAN # DATE DESCRIPTION ftSIMPSON A35 @ 24" O.C. /ig- 0 1/4" DIA. x 3" SDS SCREWS INTO EA. SAWN LUMBER \/- " AL �\_ FACE MOUNT HANGER, NAT 6' 0' O C. STUD @ TOP & BOT. CHORD OF TRUSS JOIST, SEE PLAN - 2x PLATE W/ 16d NAILS @ 6" O.C. WALL SHEATHING, SEE PLAN .0 SEE PLAN ROOF SHEATHING, SEE PLAN U.N.O. ON SHEAR WALL PLAN / - - ROOF JOIST, SEE PLAN �/ DOUBLE 2x PLATE, TYP. WALL EDGE NAILING, SEE PLAN NP. WALL EDGE NAILING . A SEE 2/S8.21 JOIST BOTH SIDES OF A ++ \ _1 ++ y ROOF SHEATHING• , SEE PLAN ROOF SHEATHING, SEE PLAN + ++ _ �_ ++ + WALL SHEATHING, SEE PLAN ` DOUBLE 2x PLATE, SEE 2/S8.21 -- 2x6 STUDS -40SIMPSON A35 @ 24" O.C. U.N.O. (3) 10d @ EA. BLKG., TYP. O.C.16" . i:) ___\ ON SHEAR WALL SCHED. \ ryp - - ROOF SHEATHING, � TYP. ROOF EDGE - < - 2x PLATE W/ 16d NAILS @ 6" SEE PLAN REVISIONS NAILING, SEE PLAN Fm. 2x6 BLKG. BETWEEN O.C. U.N.O. ON SHEAR WALL ROOF EDGE NAILING - - (3) 10d TOE NAIL TRUSS SCHED. \ TRUSS BLKG FULL HT CONT RIM Author Checker . H2.5A @ EA. TRUSS (6) 10d NAILS @ END - TYP. ROOF EDGE NAILING, SEE PLAN JOIST W/(3) 10d ?it 10d TOENAIL AT 6" O.C. 4 (H7Z @ GIRDER TRUSS) OF BRACE INTO JOIST - 'Y' DRAWN BY CHECK BY I �� . SOLID PACK AS REQ'D - - 4 T.O. PL. °. l + —_ + ', ET 7 SEE ARCH. i A f \ +f�-1 + %� - + + n =1 STATUS + + PERMIT S \ 10d TOENAIL @ 6" O.C. 10d TOE NAIL AT ��� ~\ JOIST, SEE 03.29.2018 SIMPSON A35 1 J - 6,. OC .C. TYP. WALL EDGE - U.N.O. ON SHEAR WALLO7 PLAN DATE NAILING, SEE PLAN Y / PLAN (3) 10d AT EA. SHEAR WALL EDGE H2.5A AT EACH ' .r, 2x6 BRACE AT BLKG, TYP. ROOF TRUSS BY OTHER NAILING RAFTER 17154 40 TO 60 DEG. 6" O.C., TYP. TYPICAL WALL EDGE \ PROJECT NUMBER `�B NAILING (2) 2x TOP PL, OTHERS ----- ROOF TRUSSES BY - _�� 2x6 BLKG. BETWEEN TRUSS - - ROOF TRUSSES - SHEAR WALL `,' BY OTHERS TOP & BOT. OF BRACE SHEATHING SEE 2/S8.21 �= (6) 10d NAILS @ DOUBLE 2x PLATE — STUD WALL FRAMING, SIMPSON A35 ��_" \ END OF BRACE S8 . 32 SEE PLAN - STUD WALL FRAMING, SEE PLAN ©2018 OTAK, INC. 7 DETAIL 8 DETAIL 9 ROOF PARAPET DETAIL 10 RAFTER PERP. TO EXT. WALL If this drawing is not 24,.X3s", irhas been s8.32 1" = 1-0" s8.32 1" = 1'-0" S8.32 1" = 1'-0" S8.32 1" = 1-0" reduced/enlarged. Scale accordingly. A V LAMINATED STUDS - SEE DETAIL SHEAR WALL EDGE NAILING • (2) 2x STUDS FOR EACH MST37, MST48 Otak 16d NAILS AT 4" O.C. & MSTC40 SHEAR WALL FIELD — CENTERLINE OF STAGGERED --- SHEAR WALL SHEATHING • (3) 2x STUDS FOR EACH MST60 & NAILING, SEE SCHED. —: — WALL& HOLDOWN, WHERE APPLICABLE, SEE NAEAR WALL FIELD , �- MSTC66 (ALT: 4x6 AT 2X4 WALLS, 6x6 SEE ARCH 16d NAILS AT 4" O.C. TYP. SHEAR WALL PLAN NAILING, SEE SCHED. PER MANUF. f AT 2X6 WALLS) - ,,,, A L HOLDOWN PER PLAN \ 4 i HI HOEDOWN POST PERr , SHEAR WALL SHEATHING + _ I - - SHEAR WALL WHERE APPLICABLE, SEE I i SHEATHING PER PAN 10/S810 AND 6/S820 OOtak Architects, �nc. PLAN EQ'EQ' / SHEAR WALL EDGE NAILING I / w 808 SW Third Avenue, Suite 300 WALL STUD, SEE PAN I \\L — Portland, OR 97204 i �� f�,J , main 503.287.6825 PER MANUF. �� p ! ( C0 , , 11 I jl r www.otak.corn RUN SHEAR WALL i CONT. SHEAR WALL SHEATHING /i— w\ I�C, !! I HOLDOWN POST PER ( r 1 SHEATHING CONT. THRU \Eli WHERE APPLICABLE, SEE 11���� I I . + • 10/S810 AND 6/S820 �� 1 I NT ERSEC CAUSED NG WALLS. SHEAR WALL PLAN — l � � ��4�DR> /� EQ.EQ. 414161 j H HOLDOWN PER PLAN y j� HOLDOWN POST PER TRIMMERS PER SCHED. �/� / oc • P w i 10/S810 AND 6/S820 (NOT PART OF HOLDOWN POST) I//i / •- ,6 ; CENTERLINE OF SHEAR WALL EDGE NAILING —,./---""._ =-,• � V. / ¢ \- (2) 2x PLATE, FOR LAP WALL STUD, SEE PLAN PER MANUF. SEE WALARC HOLDOWN, -KING STUD PER SCHED. ,I „r�► l// 0 SEE DETAIL 2/S8.21 • CENTERLINE OF ADDED STUDS OR POST I '�I�� �l WALL & HOEDOWN, CENTERLINE OF WALL & SHEAR WALL SHEATHING WALL STUD PER PLAN AS REQUIRED BY 10/S810 / b G. ENP` HOLDOWN POST PER / SEE ARCH HOLDOWN, SEE ARCH EXPIRES: 1 /3 t/ t9 ' 10/S810 AND 6/S820 / SHEAR WALL FIELD HOLDOWN PER PLAN A SHEAR WALL FIELD NAILING, SEE SCHED. DOUBLE STRAP WOOD STUD WALL PER MANUF. NAILING, SEE SCHED. WHERE REQ'D BY 3-29-2018 AT CORNER AT PERPENDICULAR WALL AT JAMB PLAN (APPLY ONE SHEAR WALL STRAP MAY STAMP EACH ON INSIDE AND BE INSTALLED ON INSIDE OR A OUTSIDE) A OUTSIDE OF BUILDING AT N CONTRACTORS OPTION ----TM-1 L -- 1r" am 1- (COORDINATE WITH ARCH) (7 \ TYP HOLD DOWNS (2 TYPICAL STRAP DETAIL DBG PROPERTIES 8.41 1" = 1'-0" 58.41 NOT TO SCALE LLC HOLDOWN SCHED. �►144I — - MECH. OR ELEC. PEN. MIN. ANCHOR Enayat CS16 STRAP EA. HOLDOWN TYPE HOLDOWN ANCHOR PROJECTION ABOVE MIN. POST SIZE PL SIZE Schneider 4 SIDE OF PLATE Smith SILL OR TOP PLATE CONC. Engineering, / HTT4, HTT5, 5/8"O A307 OR SSTB24 5" (2) 2x6 OR (4) 2x4 3/8x3x3 3141 WALNUT STREET, STE. 203A I / HDU5, HD5B DENVER, COLORADO 80205 \ 4 HDU8, HDQ8, 7/8"0 A307 OR SSTB28 6" (3) 2x6 OR 4x6 3/8x3x3 720.904.1234 www.essdenver.com HD7B CONSULTANT I HD98 7/8"0 A307 6" (4) 2x6 OR 4x6 3/8x3x3 1'-2" 1' -2" HDU11, HHDQ11, HDU14, HHDQ14, 1"0 A307 7" 6x6 3/8x3x3 HD12 SHEAR WALL SHEATHING / (2) 2x6 OR (4) 2x4 STUD PACK 3 TYP. PLATE PENETRATION HD19 1 1/4"0 A307 7" 6x6 3/8x3x3 8.41 NOT TO SCALE � STHD STRAP, SEE SHEAR NO STRAP IF TRUSS HOLDOWN, SEE SHEAR POST, SEE SCHED. & 5/S8.21 WALL PANS CONT. THROUGH WALL PLAN & SCHED. CORNER ON TYP. STUDS, SEE SHEAR WALL EDGE SCHED FOR SPACING J -- CS16 x CONT. o SHEAR WALL EDGE NAILING TYP. ALL EDGES —40 NAILING -- HOOK STRAP AT PEN /\,' STRAP ACROSS TOP TREATED PATE ,., UNDER CONT. a r r i L OR ALONG SIDE 1/2" EXPANSION JOINT •— REBAR r / /l 2//// ice/ // // /// Lf// // // // // x o / - °°°° o I I- - —11— EDGE • FRAMING SHEAR WALL SHEATHING ° ° 1/2" EXP JOINT Q © ? \ & EDGE NAILING SLAB, SEE PLAN FOR REINF. Co EXTERIOR GRADE CS16 STRAP I / /// 1//// //// / // // // // rJ( /r" /% // // // A /i'; , / CONC. SLAB, SEEPLAN I a! ‘.. ...., _ / z ... - SEE PLAN FOR ---0_\�\'a .•-. .._ ' _/ b / 11-0" d FTG. REINF. \�; , � ' #4T&BAND @12" O.C. °O `- ° t</ /i_// // // // PEW/ ' v_ %_�i"�i // ii // r L N ^• -a ' • :11''-'-'--- '''''--- "-\,,,,,,,,,r-- — ( i // it 'gip �\ .........__,„_<., '_ 4 SEE PLAN Z - @ 18" 0.C. ALT. HOOWEL W/STD K W �\ I / #4 DOWEL W/STD HOOK \�� @ 12" O.C. ALT. HOOK /�\ I.• 2„ CONTINUE REINBEYOND, r .° a,,° DIRECTION z SHEAR WALL SHEATHING MECH. OR ELEC. PEN / \ DIRECTION �' • THRU PAD FTG ° a ���. . W IN SHEAR WALLco II— PL., SEE SCHED. WASHER ' d . 2x BLKG.ABOVE & BELOW 2X BLKG. FOR 2 BAYS FLOOR FRAMING V\//HEAVY NUT TOP & BOT. ° - ° SEE PLAN Y� OPENING & (1) STUD SPACING NAIL SHEATHING W/ 10d - ••" ,` PAST PEN. AT 8" O.C. ° TOFEL SEE PANIC >• ' ° 9s f'. - i d.- /•111 4 \ TYP. SHEAR WALL PENETRATION CORNER AT FRAMING ea I = ,, �' °,° e; SEE PLAN FOR „S...(--87---.4ySTRAP HOLDDOWN DETAIL Q p Z d ° REINF. 1" = 1'-0" / NOT TO SCALE s8.41 s(-5- 8.41 NOT TO SCALE J ° a d as UJ °' .a; a; UJ G e $ Y9 CO N Q a4 • J _ .. : t; Irl t• i- 111 CY) -- - - "� HOOK ENDS OF Z W w ' LONGITUDIANL BARS I 0 �/ wi SEE PAN 0 LL L J ow Q = 0 w 6Z HOLDOWN, SEE SHEAR --- 1 EXTERIOR HOLDOWN FTG. U) WALL PLAN & SCHED. S8.41 1" = 11-0" ON 6/S8.41 --- POST, SEE SCHED. ON 6/S8.41 & 5/S8.21 TITLE � TREATED PLATE # DATE DESCRIPTION ' L I L / V J #4"Z" BARS @ 12" O.C. HOLDOWN, SEE SHEAR - 1•19, // // // // // 7 / /// // // // // /29/ // // /./ // // //41 ALT. TOP & BOT. HOOK WALL PAN & SCHED. TYP. STUDS, SHEAR WALL SHEATHINGPOST, SEE SCHED. SEE SCHED & EDGE NAILING ON 6/S8.41 °° ON 6/S8.41 & 5/S8.21 POST, SEE SCHED. FOR SPACING ° ° (3)#4 CONT. ON 6/S8.41 & 5/S8.21 A 0 0 -1----0 / SLAB, SEE PLAN TREATED 2x PLATE ° ° ° SHEAR WALL FOR REINF. ° ° _ EDGE NAILING , • , •, ° 1 HOEDOWNS ON TYP. ALL a.. °a _ a'.q ; a'° SHEAR WALL SLAB, SEE PLAN a EDGES AT PEN Z '4'.: ' °' ° •-•,‘ ��V °a. SHEATHING & FOR REINF. OPPOSITE SIDES OF J -7;4i——--ii J L— ^ :°.,' , POST STAGGER HEIGHTS ( ]LJ SEE PLAN e Ie-- ----- N .°a, - —— d•- �' - 4 -1 L ,° - d n A. —�^°°_ ..d EDGE NAILING r, // / / // / // // // // / \ \\ \ _tea—a—.a' a ' "-=tom-i ---�•• - °.,-° -d—` ..-.-.7- '-'-- a-j-� -7.777-.'--'7.r‘2/ / �/ SLAB, I �c� in \ °a - \ .Q. . --, ' -i•° , d - , ,� i \ — FOR REINF. �j i� ab m 1.. d j/�� \ T.O.F. EL. REVISIONS © 4" DIA. MAX a• $ ` ° ° ' SEE PLAN I TREATED 2x PLATE MECH. OR ELEC. /� =. , : : ''�'. ° .F ' - ;i - d , a _ ," ;J`.• , . d. _ A o — - PLATE, SEE SCHED. CS16 STRAP 1 I a a d JI a b p. a ° ° 8 /\ �� , .a , : ,� WASHER & HEAVY PEN IN SHEAR WALL. L a. ° d ' n .°-°, a % d • , /, ° _ ONE PENETRATION . -4 -�-�°• � a -- _ ''I"-•- • .� • •,-; ' .I ,.• _,.• � ° _ f CONT. FTG. BEYOND, d - , �` �,,_ 1 .,, � °+- ' a r" — NUT TOP & BOT. LU 1 a+ •d :'d .. :-4-1: - • , ;�- �� ' °"' b -'-� CONTINUE REINF. i �.- ti��� I I I < f II � SB,JD TDS Z PER STUD BAY AS � � ° E S U - , - � H PA F THRU D TG ,� T.O.F. EL. DRAWN BY CHECK BY SHOWN 0- LU .Q I SEE PLAN _ I I w — I ° d PERMIT SET a, - �' , .- •d PLATE, SEE SCHED. 1 d I d4, _ z1 E0 ' - , • • b. . STATUS bac i /r /' /i /i /i ri' ii // // // // -fl ' // // // ii /i Ie 4 —I Q ° = a SEE PLAN FOR d ^ ° '.a ° _ Q ° WASHER W/HEA _ fr _ - - — - REINF. I ry /\ e+ , ! p' ' • :• NUT TOP & BOT. PL., SEE SHED. ga a /� 03.29.2018 Vas _ WASHER & HEAVY a �,. ..• U w $T.O.F. EL. DATE < . <_ NUT TOP & BOT. •.�' a <, en SEE PLAN Q d a SHEAR WALL SHEATHING 2x BLKG.ABOVE & BELOW a _ a � '° - SEE PLAN FOR FTG. — ° ° d, < ,a OPENING & (1) STUD SPACING 4 SIZE & REINFORCEMENT - - - 17154 a PAST PEN. r SEE PLAN d a w�nn ''°:`'' PROJECT NUMBER vJ_i I C lL.A1• a — M 4_- FOR REINF. ° '' -SEE PAN HOOK ENDS OF SEE PLAN a IF PENETRATIONS ARE 3" DIAMETER OR LESS, - LONGITUDINAL BARS I -J NO BLOCKING OR STRAPPING IS REQUIRED - co S8 A 1 SHEAR WALL PENETATIONS FOR ©2018 OTAK, INC. 8 PLUMBING/ELECTRICAL 9) INTERIOR HOEDOWN FTG. 1-10 CORRIDOR CONT. FOOTING 61 DOUBLE HOLDOWN u0 CORRIDORlfthis drawing isnot 24"Xss", ithas been S8.41 1 1" = 11-0" S8.41 1 = 11-0" \ 58.41 1 = 1'-0" 58.41 1 = 1 -0" reduced/enlarged. Scale accordingly. EXTENT OF SHEAR WALL, SEE PLANS Otak ...... ROOF SHEATHING SIMPSON CLIP ..0".________/ PER SHEAR SCHED. FULL HT BLKG BETW. ROOF FRAMING Otak Architects, Inc. 808 SW Third Avenue, Suite 300 SHEAR WALL Portland, OR 97204 EDGE ° (2) 2x TOP PLATE, TYP main 503.287.6825 ATTACHMENT, TYP www.otak.com SEE SCHED. ' ',{, SHEAR WALL FIELD /- STRAP OR HOLDDOWN, (1)2x STUD (2) STUDSE HERE 5���._- PRo t . ATTACHMENT, TYP. SEE f' 1 TYP SEE PLANS & DETAILS RESCODHEDS wC7 `vG �e SCHED. #77 V .. pc 8, p / LAP SHEATHING A /I\ FLAT BLKG 440411ri � H10 12" O.C., Z •i�� MINIMUM OF 4" ONTO RIM °� e / BETW SIMPSON CLIP PER JOIST & EDGE NAILING TYP. ' STUDS ,9� SHEAR SCHED. (NOT _ x I yY / co /( EP REQDIFPLY HAS 4 LAP 'A �' ONTO RIM) �, Y . Z . . °2 . . -/ . '� looms: 12/31/ Iq i11 ,, 4T iii __• 3292018 a; , . ,, ,«<<�a ,r.i�f.: EN STAMP PLY SHEATHING LAID N �� i 3x OR (2) 2x REQ'D AT "` " = "", X _ VERT. OR HORIZ, TYP 11 SOME ADJOINING PANEL I 1: _ . 1 - - EDGES, SEE SCHED C \ C r SEE SCHED. i II _ t J-1-- r-� I ill EDGE FASTENER 12 DBG PROPERTIES FLAT 2x BLKG 11( 2 r, EDGE FASTENER "' i� x 2x STUD, TYP 3/8" MIN.---- EACH SIDE OF JOINT, EACH SIDE OF LLC' PANEL EDGES ) S. L. . . � €. STAGGERED JOINT, STAGGERED 555 EACH S FASTENEREDGE (AS REO'D) r 1 ,� JOINT, STAGGERED 1: ., -- , ° ° 4 r. - -. • - , _ , -- . ` - e-° HOLDDOWN, TYP SEE �� �I PLANS & DETAILS Enayat Schneider SHEAR WALL ,+ :, Q ,de. Sm" y t n 4 Engineering , EDGE a ^< ; ;°.� - �, -.'°.; _ - ^ � °. 'a° ;•;` - �'- 4" < - �� ANCHOR BOLTS, ATTATCHMENT, SEE SCHED 3141 WALNUT STREET, STE. 203A TYP SEE SCHED. DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT 1 TYP. SHEAR WALL ELEVATION 2 TYP. SHEAR WALL EDGE NAILING 3 TYP SHEAR WALL HORIZ JOINT 8.42 1/2" = 1'-0" S8.42 3" = 1'-0" 58.42 3" = 1'-0" CO Ilm Cf) W I- M Z I W Cef- < CK < u) � w Q co J_ J Y RI Q W z0) w = o a LL Ct W CO Q = W � 0 _ N- F- U) TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 42 ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. IGENERAL INFORMATION I I CH. 6 - TYPE OF CONSTRUCTION I I CH. 9 - FIRE PROTECTION SYSTEM I I ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFECIENCY SPECIALTY CODE) 1 Otak 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 30t1:4C 1 Ilik PRO)ECT DE,$CRIFTION CONSTRUCTION TYPE=VA PROVIDED REQUIRED PER TYPE/CLASS/AREAS BUILDING ELEMENT PER 502.1.1 REQUIRED PROPOSED 4 STORY WOOD FRAME TYPE VA CONSTRUCTION WITH 48 APARTMENT UNITS. OF COVERAGEWALL INSULATION(WOOD STUD)-ABOVE GRADE R-21 R-21 Otak ects, Inc. RATING RATING AUTOMATIC SPRINKLER SYSTEM: YES 903.2.8&504.2 NFPA 13 PROJECT ADDRESS BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION ROOF-ENTIRELY ABOVE DECK R-20ci N/A 808 S , Third A -nue, Suite 300 7820 SW HUNZIKER RD STANDPIPE SYSTEM: YES 905.3.1CLASS I Po :nd, OR 97204 TIGARD, OR 97223 STRUCTURAL FRAME 1-HR 1-HR TABLE 601 EXCEPTION#1 mai 503.287.6825 FIRE ALARM SYSTEM: YES 907.2.9 THROUGHOUT ROOF-ATTIC R-38 R-60 vww.otak.com BUILDING CODE EDITIONS BEARING WALLS 907.2.9.1 UNDER FLOORS(JOISTS) R-30 R-30 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 1-HR 1-HR TABLE 601 MANUAL FIRE ALARM BOX NO - 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) (INTERIOR&EXTERIOR) EXCEPTION#2 2014 OREGON MECHANICAL CODE (OMSC) NON-BEARING WALLS& SMOKE ALARMS YES 907.2.9.2 THROUGHOUT UNDER FLOORS (MASS) R-10ci R-10ci 2017 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS PARTITIONS-EXTERIOR SEE TABLE 602 k i 1k 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) AUDIBLE ALARMS: YES 907.5.2 THROUGHOUT SLAB EDGE PERIMETER R-10 FOR 24 BELOW SLAB R-10 FOR 24 BELOW SLAB ., ACCESSIBILITY- NON-BEARING WALLS& NR NR TABLE 601 3128 ICC/ANSI 117.1 2009 PARTITIONS-INTERIOR VISIBLE ALARMS: YES 907.5.2.3 COMMON AND WINDOWS(U FACTOR) 502.3 U-0.35 U-0.27 , :MAN R.FLEEN i4 SECTION 504 REHABILITATION ACT OF 1973 PUBLIC AREAS FLOOR CONSTRUCTION& WINDOWS (SHGC)502.3 0.40 0.40 • • SECONDARY MEMBERS FAIR HOUSING ACT-DESIGN GUIDELINES 1-HR 1-HR TABLE 601 NOTED ON PLANS, 75' FIRE SPRINKLER-NFPA 13 FIRE EXTINGUISHERS YES 906 MAX&2-A RATED %)ORTIAND,OR WINDOW AREA LIMITATIONS 30% LESS THAN 30% ROOF CONSTRUCTION & 1-HR 1-HR TABLE 601 OF 0 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 OCCUPANCY CLASSIFICATION GROUP(S) DOORS SHALL HAVE THE FOLLOWING RATINGS: OCCUPANT LOAD & EXITING 3/29/2018 (310): R-2 RESIDENTIAL • UNIT DOORS IN CORRIDOR-20 MIN AND DOOR LABEL CURTAINWALL/STOREFRONT 502.3 U-0.45 U-0.45 STAMP • STAIR DOORS-90 MIN AND DOOR LABEL S-2 STORAGE 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 I CH. 4 - SPECIAL REQUIREMENTS I EXTERIOR WALL RATING BASED ON FIRE SEPERATION DISTANCE - TABLE 602 NOTE: EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM PER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS IN 1029.2 502.4.1 - A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL n ENVELOPE, INSALLED PER 502.4.1.1Fi WALLS SEPERATING DWELLING UNITS SHALL BE -- --iriU i 1-L-11-1 1 1._ OCCUPANCY SEPARATION: 1009.16 STAIRWAY TO ROOF: NOTE: IN BUILDINGS WITHOUT OCCUPIED ROOFS ACCESS TO THE ROOF FROM (420) CONSTRUCTED AS FIRE PARTITIONS(420.2) FIRE-RESISTANCE RATING FOR EXTERIOR THE TOP STORY SHALL BE PERMITTED TO BE BY A SHIPS LADDER THAT IS CONSTRUCTED OF STEEL IS A MIN WALLS BASED ON FIRE SEPARATIONCONSTRUCTION TYPE OCCUPANCY GROUP R-2 OF 30"BETWEEN HANDRAILS HAS A RISE AND RUN 12"MAXIMUM AND 4"MIN AND HAS HANDRAILS PROVIDED DBGPROPERTIES FLOOR ASSEMBLIES SEPERATING DWELLING/SLEEPING DISTANCE(TABLE 602): ON BOTH SIDES OF LADDER LLC UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES (420.3) X<5': VA 1-HR 1018.4 DEAD END CORRIDORS SHALL NOT BE MORE THAN 20'-0"IN LENGTH EXCEPTION: I CH. 5 - BUILDING CONSTRUCTION - TABLE 503I 5'5X< 10': VA 1-HR 2. IN R-2 OCCUPANCIES WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3.1.1 THE LENGTH OF THE DEAD-END CORRIDOR SHALL NOT EXCEED 50 FEET CONSULTANT CONSTRUCTION TYPE USED&OCCUPANCY: TYPE VA, R-2 OCCUPANCY 10'5X<30': VA 1-HR W/ALLOWABLE X>_30': VA 0-HR MEANS OF EGRESS SIZING BASE ALLOWED INCREASES PROPOSED NOTE: LOAD BEARING WALLS SHALL COMPLY WITH THE FIRE-RESISTIVE RATING REQUIREMENTS STAIRWAY SIZING SHALL BE CALCULATED BY 0.2in PER OCCUPANT PER EXCEPTION 1005.3.1. THE BUILDING BUILDING HEIGHT 50' 70'* 45' OF OSSC TABLE 601 SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NO. OF STORIES 3 4* 4 I CH. 7 - FIRE AND SMOKE PROTECTION FEATURES I 903.3.1.1. FLOOR AREA 12,000 SF/FLOOR 21,000 SF/FLOOR 12,618 SF/FLOOR MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) I CH 11. ACCESSIBILITY I 48,000 SF TOTAL 84,000 SF TOTAL 50,472 SF TOTAL 0-3' >3'-5' >5'-10' >10'-15' >15'-20' >20'-25' >25-30' >30' ACCESSIBLE PARKING (1106.2) SPRINKLERS USED NFPA 13 NFPA 13 UNPROTECTED, NOT 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 SPRINKLERED PERMITTED SHALL BE ACCESSIBLE, SEE CIVIL PLANS FOR ACCESSIBLE PARKING STALLS,ACCESSIBLE CAR AND *AUTOMATIC SPRINKLER HEIGHT INCREASE(504.2) ACCESSIBLE VAN STALLS TO COMPLY WITH ANSI117.1 SECTION 502 CH 11. BUILDING IS ALLOWED TO HAVE UNLIMITED UPROTECTED OPENINGS-ALL WALLS HAVE A FIRE SEPERATION SIGNAGE TO BE INSTALLED PER 1106.7.2 GROUP R-EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.2 MAXIMUM BUILDING HEIGHT IS INCREASED BY 20', MAXIMUM NUMBER OF STORIES DISTANCE GREATER THAN 20' INCREASED BY ONE. ACCESSIBLE UNITS FIRE-RATING RATINGS FOR BUILDING ELEMENTS (1107.6) ALLOWABLE AREA PER STORY: Aa= (At+(At x If)+(At x Is)) NOTES: At=ALLOWABLE AREA PER TABLE 503= 12,000 SF BUILDING ELEMENT RATING REQUIRED RATING PROVIDED CODE PROVISION If= INCREASE DUE TO FRONTAGE= ((559 ft/559 ft)-0.25)(30/30) =0.75 1. ALL UNITS TO BE AT LEAST TYPE B ADAPTABLE DWELLING UNITS PER 1107.6.2.1.2. Is=INCREASE DUE TO SPRINKLERS=0 FIRE PARTITION 2. AT LEAST 2%OF UNITS TO BE TYPE A PER 1107.6.2.1.1. (UNIT TO UNIT) 1 HOUR 1 HOUR 708 (48 UNITS x 0.02= 1 UNITS) Aa=(12,000 SF+(12,000 SF x 0.75)+(12,000 SF x 0)) 3. AT LEAST 5%OF UNITS TO BE ACCESSIBLE TO PEOPLE WITH MOBILITY IMPAIRMENTS Aa=(12,000 SF+9,000 SF) HORIZONTAL SEPARATION Aa=21,000 SF (UNIT TO UNIT) 1 HOUR 1 HOUR 711.3 (48 UNITS X 0.05= 3 UNITS) CO 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 BUILDING AREA SUMMARY (48 UNITS X 0.02= 1 UNITS) M 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 W OCCUPANCY GROUP S-2 R-2 R-2(DECKS+ TOTAL PROVIDED: (2) 1 BEDROOM,AND(1)2 BEDROOM. SEE CODE PLANS FOR LOCATIONS. PATIOS) (718.4.2) DRAFTSTOPPING IN ATTICS M >-* *THOSE UNITS OF THE SAME TYPE, 1 BR,2BR, OR 3BR THAT ARE NOT ICC TYPE A UNITS WILL BE ICC TYPE I Q LEVEL 1 83 SF 12,629 SF 1,112 SF 13,824 SF DRAFTSTOPS ARE NOT REQUIRED PER OSSC 718.4.2 EXCEPTION 2. BUILDING IS EQUIPPED WITH AN NFPA B UNITS HAVING THE SAME LAYOUT ONLY THE KITCHEN COUNTERS WILL STANDARD HEIGHT 3'-0"AFF 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. Ce C LEVEL 2 127 SF 12,585 SF 1,112 SF 13,824 SF < M (711) HORIZONTAL ASSEMBLIES I CH 15. ROOFS I a. LEVEL 3 127 SF 12,585 SF 1,112 SF 13,824 SF HORIZONTAL ASSEMBLIES SEPERATING DWELLING UNITS SHALL BE A MINIMUM OF 1-HR FIRE RESISTANCE /' BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION \` RATED CONSTRUCTION LEVEL 4 66 SF 12,646 SF 1,112 SF 13,824 SF ROOF CONSTRUCTION (VA) CLASS B MCLASS B INIMUM 1505.1 0 w 0 ( 713) SHAFT ENCLOSURES Cl) 0 TOTAL 447 SF 50,401 SF 4,448 SF 55,296 SF CH 17. SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND LI W M SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAT 2-HRS WHERE CONNECTING FOUR STORIES DEFERRED SUBMITTALS J Y Ic\I 0 OR MORE, SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS(713.5) z "CI"' SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE mil il 18n COVER SHEET-A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING e D ce v (713.14.1) ELEVATOR LOBBY PACKAGES. U.. = O Z 713.14.1 EXCEPTION#4 CH 29. PLUMBING FIXTURES LLI 2 EXCEPTION 4 ELEVATOR LOBBIES ARE NOT REQUIRED IN A BUILDING PROTECTED BY AN AUTOMATIC I I T SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. OCCUPANCY AREA REQUIRED PROPOSED i a DWELLING UNIT (1) KITCHEN W/(1)SINK (1) KITCHEN W/(1)SINK h' ~ m (714.4.1.2) THROUGH - PENETRATION FIRESTOP SYSTEM (1) BATHROOM W/ AT LEAST(1)BATHROOM TITLE 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/ # DATE DESCRIPTION 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 A4.1.0iii ©2018 OTAK,INC. If this drawing is not 24"x 36"it has been reduced/enlarged.Scale accordingly. R-2 R-2 R-2 R-2 S-2 (ACC) CODE LEGEND Ota• k UNIT 2 BED UNIT 1 BED - TYPE A UNIT 2 BED -TYPE A UNIT 1 BED FIRE SPRINKLER STANDPIPE-TYP OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC EMERGENY EGRESS PATH, COMMON PATH OF 969 SF 665 SF 967 SF 634 SF 22 SF \ MINIMUM WIDTH OF EGRESS Otak Arc ectsInc. TRAVEL=4T-6" PATH IS 3'-0 PROVIDE 1 ' • (NP IN 3 BED UNITS) \ \ FOOTCANDLE LIGHT AT FLOOR 808 SW hird Av ue, Suite 300 LEVEL. DO NOT EXCEED MAX TO Portl. d, OR 97204 I I s`. MIN ILLUMINATION UNIFORMITY mai 503.287.6825 • 1 1 t _� I 1 RATIO OF 40 TO 1. EMERGENCY 'ww.otak.com R-2 s12-Iu1U113II II. 11.1 a uII11.l.u1Iu u iIIIW WI�Y�rllmlai L. J-�"�1er y -: :c.- epi IWwuue " u u uwl ud uwWllulLll�u �I, --' Ili LIGHTING TO BE PROVIDED BY ■ ..,. '-,■ i.__w.._' ;�1r�:aerll gdtiCJIC:YJ°14" -- fir, . LIMILLIILIuJWIlll BATTERY BACK-UP. 11 . WWlY1!I L.u III r f! ; �-L. 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I t .,._ ' € � (. t, y --, r--, i " r r-� �� : . .::ate , ® �� f+ I FEC " 4F --, , — —. - , "" .:r " � � FIRE EXTINGUISHER CABINET WITH FIRE OF -?' i '"'..mT.1 - ► - [ _ , 11 11� -- EXTINGUISHER SEE 14/AX-8,11 3/29/2018 e • ` n5 „ i • € ( ! ; i' pl3 X15 fA . '',, " a OLF OCCUPANCY LOAD FACTOR STAMP 4 1 i1 f ti • 1 Y " l 1 t t " r w ;....f ii 1,61:111 f ! �i rtii ...,.... 0 _........ ,,.•3.- .. .i Jr --:,a.;_. ', w F ... �... } i .,-.\ fix:-__ , 1 -•� rt - - r�k r`� - - i a t - (� 1„,, ,li . �t 1 > � s >. G._T #_ 4 l S,�r { �� 1. •- x-1 �`� ,tr t _ M.. x.., � 1 ✓-.� °S ■ �h 7 ,..�: OCiI^i( ;:{ , , ,p , __ 1 �`, -- - " U, t 7.. ftAgoirzr� Qtji _ '_.._ OCCUPANT LOAD f • L • %I' ,�� /"6►Lp;� /' , 0..Ar�� ��./�����i�i�%/il���i®,, ,,..' 440„.. �, ®filte*Orrydry,. .owe- 'v'".. ' �, , . _ EXIT SIGN .�®'���d �. � �� i�i������'CORRIDOR.. ..., �/' ��'/'®�' ®'®� �/" �`. ''��` �` x ��. J: ;���j��e' ..ii�'�€►1.ca`wr , ,Ie zd /.� . r .. �/.� �� A.-( • ",af'.fpa. 'ra zAtti bl ,/LI,e, i _,�l �r ,,A�rziej �� r4.- 4,14=1:01&4" ACCESSORY USE 508.2 SHALL NOT BE MORE _ r (J r `�t ._1'�., i1 ., !: ,� -:-� • _-_-- -= THAT 1 ,: '�- ,�€ � .. ,. �... �';'; i«, �, �� ��, %` ?�_. it: 0/p BUILDING AREA OF STORY1.-•- - \•.1..i �•/ : :x i� . ... \.,..'-"_f'_ xi jo ...•YEsi r } _..,......._..M'._l I ili ! _ ..... .. ,t ..€i �:\_i il` ' t i i' k ..-. -., _-.._I;r t I �.i ,., ,I "i/ C ► ,,; k 4 ;s * I i :,T �� �.J 0 -c, PROPERTIES , yI W 1. s , ;, K ,< FDC FIRE DEPARTMENT CONNECTION LLC 1 fey_ . �i 314 li i x >, I' ---,. . -z i _ 130' ANC M` +" -- 1Li 1_ --- ,.., I I " L � �, , —I r "" .. 10N 01ST ,E ..." z _ _ , " " 4 t , as %�IOW" a ,x _.. - . SEpA�(1 Li,,,,,,L ..." L.__t_,� / , -•---•- / II / / " - • _—r_ PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS '1 T " {, " "1 EXt ' `` `"" ' , -- -- PROVIDE 20 MIN RATED DOORS AT CORRIDOR CONSULTANT t' J ..i, ,-,I I r---1:t; ,,...car�_a. „���i „'�, N " , •." i i6 elL ;1 i v. 441011.I P 4W2 I—ofx I it II-----1\'7.-7 �. .c L. " arr_ i! ;1701 f I I. ,, �_ A _-_ •µ " __._ n L - "`- M PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL r-::, ri• %i. AM'.:eig Ail �' ' .. h M - " .,,• 1 ___ _ e i a -"'_ i; I L._._, OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO „ ,.:- SiII / :%� Al ," _ I __ ( I I --r �` ;; BAND SILL. OPENINGS ARE NOT RATED r- r M i I i i' 1 ,.. 1 ? HEA AM I r -. .} t - D J + , ,' 1 lits " 1 E i ;, + 11_._... ' " i , f iM i 1' - �I I 1-' P z _._.... ' ,;,, _.,x..w x __..: I _.. _......_ u. ._, 1...._._._.__ i•• .- .... . 1...._ i _ w ... i ..� -' .. PROVIDE 2-HR RATED FIRE BARRIER, PROVIDE 90 MIN LI, ti J RATED DOORS STAIR 1 • ii • ilk I M • ,//ILLnn6,. 1 , _.,v?w.•••• :. ,., _r _- _ --r�� �7�r, ..L. .:. ..:�'::'�.:,:.d C - - CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE I i TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE STANDPIPE-TYP AND SHALL BE SECURELY ATTACHED THERETO. FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES. �7 !1 v R-2 R-2 -2 (AR-2 R-2 R-2 (ACC) R FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE (ACC)J + L L FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- UNIT 3 BED UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED UNIT 2 BED STORAGE UNIT 3 BED RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING OLF 200 = 7 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC COMMON PATH OF OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 7 OCC ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED 1247 SF 667 SF 22 SF 969 SF 668 SF TRAVEL= 38'-3"(TYP IN 1 BED UNITS) 969 SF 62 SF 1246 SF THERETO. 1 CODE PLAN LEVEL 03 4_0.1 SCALE: 3/32"= 1-0" O co . OCCUPANCY SCHEDULE-BUILDING 4-LEVEL 03 Film co O Z I NAME 1 LEVEL I NUMBER 1 AREA OCC OLF I OCC LOAD 1 = W R-2 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) LEVEL 03 w UNIT 2 BED STORAGE UNIT 1 BED UNIT 2 BED UNIT 1 BED UTILITY STANDPIPE-TYP UNIT 3 BED LEVEL 03 4-301 1246 SF R-2 200 7 OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC UNIT 3 BED LEVEL 03 4-302 1247 SF R-2 200 7 Immim -1 COMMON PATH OF ROOF ACCESS/ UNIT 2 BED LEVEL 03 4-303 969 SF R-2 200 5 COMMON PATH OF 969 SF 22 SF 667 SF 969 SF TRAVEL=40'-0" 667 SF 22 SF SHIPS LADDER UNIT 1 BED LEVEL 03 4-304 667 SF R-2 200 4W TRAVEL=4T-6" TRA(TYP IN 3 BED UNITS) (TYP IN 2 BED UNITS) I �/ Z (MAX PATH TO RATED UNIT 1 BED LEVEL 03 4-305 667 SF R-2 200 4 < STAIR= 113'-11") UNIT 2 BED LEVEL 03 4-306 969 SF R-2 200 5 _ UNIT 2 BED LEVEL 034-307 969 SF R-2 200 5 CL UNIT 1 BED LEVEL 03 4-308 SF R-2 200 4 < a. R R,.2 _ .. :. 7'_ • • _ . . _.,_ , , _ .u<. UNIT 1 BED LEVEL 03 4-309 667 SF R-2 200 4 0 LLI - i 1 • iI " R 2 ' UNIT 2 BED LEVEL 03 4-310 969 SF R-2 200 5 UNIT 3 BED . I. ..._ �� �ST 11.._ x 0 ' -:, �,___.-_� -' • ;;r •M� ► ..=...--,-.1 UNIT 3 BED LEVEL 03 4-311 1247 SF R-2 200 7 OLF 200 - 7 OCC , w .. .,,, • 1I ,. , ilk-- i - I ir- I # I i i1--- '-1; 17 UNIT 3 BED LEVEL 03 4-312 1246 SF R-2 200 7 CI LLI M 1246 Fj..1 l € f __� ._ r_. " i, _._._.n i " _._. .:�►.,i%�� /� _. s 1 -e-----, J + r- - Ir----.. ! r' i�i %��', --_ _•- , ;"---i; STORAGE LEVEL 03 4-U31 22 SF S-2(ACC) 300 1 „it - i_..._ r _' i ,,_ = ,: I �- NIT 3 BE N U I I__._ I " , I i I } '�%ii % '.. I 1.„11 , 4__.__:.J STORAGE LEVEL 03 4-U32 22 SF S-2(ACC) 300 1 N (� �� I L. "� w j II , w • Jz►il %ii� ,I ' •€ OLF 200 = 7 OCC UTILITY LEVEL 03 4-U33 22 SF S-2(ACC) 300 1 Z d) .._.__.� I € _ r f �. .,. - s ._ ; r 1 ' I " r--1. iii iii►. F I + � EXTERIOR WALLS 1-HR ' _1 1 Y } r 9 " i L �. Y• "!iso �` •, �� (t y r- " ' • 1247 SF STORAGE LEVEL 03 4-U34 62 SF S-2(ACC) 300 1 RATED PER OSSC zii ,, ,: , ` �_ ..�.:,,:,. _ �_ 68 Z TABLES 601 AND 602 _ r s _ I ..... x:.c...c, ..._...-..._ .._.- _._..._..-._. _.. abem.aa�•-�' , `i ..... .....f " r • 1"�i 1 _ w w.... , " ,Y.., _ _ _ " 5 EXIT W}DTH STAIR WIDTH I 1 LLI co ct —J i !, ,./.__. II ,.• . _.__. ..1 „ __.! M� _ :�... .1 _ �I 22c; .11 �„ ill 1,_� 0 , _ it 1 r�.r i; _I OCCUPANCY LOAD 68 THE STAIR WIDTH SHALL 0 Q • I ” __ CO; _ liii" _ " W �, I EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH _ #i 11 i E_ • :: , ... A... " I " %�".':, ; '` CO EXITS PROVIDED 2 REQUIRED. SEE OSSC N. I= CO - f-.: - F; t l : .. f t, }, • '" ` �+ 1 ;•.... - i �' i I i ..._.:, ' _ ` _... OCCUPANCY LOAD PER EXIT=68/2= 34 EXCEPTION ,_�.....1 r' 7._.._ ..,.. IJ , , ,. 1 + ; I k= j... _1 \ lx ,'�_ ,_:"" i " k" �:) t, -_ , %,..' , I. ,: _,-� I N 1005.3.1. • --- Ai fl. i Q x ,�..... t....:. .._._� ! t i } '<r '3"d! 11,.7 .. ,a J.... i is .� ' " ,, I , € ____ _. -k. ._ _-. ,',1' ,..,1 ,`1 — ,_ MAX EXIT WIDTH REQUIRED= _ _. .._ , _. � :_ _. .. __ � '_. '� � _ _. .. ._ _. . i. .. � .. ;' __ .- .�, 34x.2" 6.8 r -Y fp . ��i/�.!' �� .��i .�� �� /"i�/'CORRIDOR �.��� ��./ � ®�� i �����®%,."....14,,,,,,,,WrilArlorterar,,,,r0pilifyiff,2,1: ®/° �� AT EACH XIT DOORCLEAR WIDTH '= 34„ TITLE .p���'� ,fir t� �� � �... ,. •. � � � �� �� � .�� faCiterarr:14,1140‘74,;AVILIAILati •• r�, t®, '��� r a� '�.�.I� bier s � ffetir .€ 11, i. ,P_ '.el':o s',f►sda� � FA .d,.✓.a�as744 • ,l� �rAer fild �40�� _ ILid 4 # DATE DESCRIPTION ili j� v m; 'S s , ,_,., : 6.r.,....,. ._. .;_:. • .- __ .�,�,. .... `.:-_-._ -.'' _:1 ._._ :rc ,..� O.A► .I€�II=,,.. loyu�- �� - i.,, ��-, • ..r_ ,p p•:1+.T iJ ,. 7 _ x I ,.__ 't". :: rt C ✓ 1 I i " W.,/ .../ PM • :,) s•..'.j rt.t.:,,,) I. [.__...J -N "",, = �,.f '. i w� ♦ 1 I' \.! in! " L.. I .._._._I. ... _. ..YI • .� , T R� "..._._..... ,...... �; `..i it J! f s F. / ' �.of tt.. ... 1.. '�'� „ I4 ............. " { ..._ I ` �:i:,:�: is _,,,, 129''2 �Y�' (' ' OCCUPANCY SCHEDULE-BUILDING 4-LEVEL 04 r.- a . �/' -. '. . _ ‘. 1STANCE -,...Y.-.dft" 1 t ..." d ( TION . , __ . , —. " . .w....z I >• ARA _ " " { - , „„„,,,,•.,,..;:i I r`i ---- -� I'% //�/� IT SE " w )0LfIr __LIL1 NAME LEVEL NUMBER AREA OCC OLF OCC LOAD + ra i ,, J LEVEL 04 el 1 1 '• ---i "� Ari/ i�r—i� 1 ' - �_ r-12a ' UNIT 3 BED LEVEL 04 4-401 1246 SF R-2 200 7 ...' ` ii: rte 1 ; f i ,l w 1 i I "TI J _ L 04 4-402 1247 SF R-2 200 7 { J I j LEVE --•—• �__.. , _._._.-. : s i fl v I J............ 't� 1 S �-/�I r Y I �•-_.`..I 1 ....' 3 _1 i ; ; • -' ,.,Age.._I } t I I --•--•-- -.;:li -.-.--.-•---' i. I UNIT 2 BED LEVEL 04 4-403 969 SF R-2 200 5 REVISIONS ---' - .---' • --, t UNIT 1 BED LEVEL 04 4-404 667 SF R-2 200 4 - STAIR 1 " r �__..__ r__ UNIT 1 BED LEVEL 04 4-405 667 SF R-2 200 4 _ �' 'l . • i I UNIT 2 BED LEVEL 04 I • • , , , �, f • • , ! , 969 SF R-2 200 5 t 4-406 Y t Y *'r { Author Checker 2 D LEVEL 04 4 407 969 SF R 2 200 5 =I • a. UNIT 1 BED LEVEL 04 4-408 668 SF R-2 200 4 DRAWN BY CHECK BY UNIT 1 BED LEVEL 04 4-409 667 SF R-2 200 4 PERMIT SET STANDPIPE-TYP UNIT 2 BED LEVEL 04 4-410 969 SF R-2 200 5 1 UNIT 3 BED LEVEL 04 14-411 1247 SF IR-2 200 7 STATUS S-2 1 UNIT 3 BED LEVEL 04 14-412 1246 SF R-2 200 7 03.29.2018 R-2 R-2 S-2 (ACC) R-2 R-2 R-2 R-2 I STORAGE LEVEL 04DATE 14-U41 22 SF 'S-2(ACC) 300 1 UNIT 3 BED UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED UNIT 2 BED UNIT 3 BED 'STORAGE LEVEL 04 14-U42 22 SF S-2(ACC) 300 1 UTILITY LEVEL 04 4-U43 22 SF S-2(ACC) 300 1 17052 OLF 200 = 7 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC COMMON PATH OF OLF 200 = 5 OCC OLF 200 = 7 OCC 67 PROJECT NUMBER 1247 SF 667 SF 22 SF 969 SF 668 SF TRAVEL-38'-3" 969 SF 1246 SF (TYP IN 1 BED UNITS) E)IT WIDTH STAIR WIDTH OCCUPANCY LOAD 67 THE STAIR WIDTH SHALL EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH A4...o . i 3 EXITS PROVIDED 2 REQUIRED, SEE OSSC 2 CODE PLAN LEVEL 04 c. OCCUPANCY LOAD PER EXIT=67/2= 34 EXCEPTION 1005.3.1. ©2018 OTAK,INC. MAX EXIT WIDTH REQUIRED= 34 x.2"= 6.8" •4-0.1 SCALE: 3/32"= 1'-0" CLEAR WIDTH PROVIDED If this drawing is not 24"x 36"it has been AT EACH EXIT DOOR= 34" reduced/enlarged.Scale accordingly. ASSEMBLY NOTES otak ......... --A iik ' FIBER REINFORCED, 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD CEMENTITOUS SIDING SHEATHING TO ASSEMBLY AS REQUIRED BY y . STRUCTURAL ENGINEER.WHERE A NON-SHEAR WALL ,� 1x2 PT FURRING ATM"OC Otak Architects, Inc. FIBER REINFORCED, _ EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, 4�� (34'VENT SPACE) SOUND BATT INSULATION IN 1, + CEMENTITOUS SIDING + PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON- 808 SW ird • enue, Suite 300 +=f + PLYWOOD SHEATHING AS SHEAR WALL TO PROVIDE CONTINUOUS FACE OF Po ,:nd, OR 97204 BATHROOMS-FRICTION FIT r 1x2 PT FURRING AT 16"OC • REQUIRED-SEE STRUCTURAL '• ai IN STUD SPACES �% i (3/4"VENT SPACE) • C FINISH. mai 503.287.6825 -vww.otak.com • + i WEATHER RESISTIVE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC : °-; ;4 - _ � �/ t WEATHER RESISTIVE } BARRIER SECTION 718. - - 5/8 TYPE'X' GYPSUM BOARD �L BARRIER R-21 BATT INSULATION 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN ° < 'a +^/� + 15/32"MIN PLYWOOD -, A • PLYWOOD SHEATHING AS• i + SHEATHING-SEE STRUCTURAL y WINTER) OF DOMESTIC WATER PIPES AS REQUIRED TO +�'��; • = REQUIRED-SEE STRUCTURAL i,' - 2x6 WOOD STUDS AT 16" PROTECT PIPE FROM FREEZING. '�372 ' - i(. + PLYWOOD SHEATHING AS ;'+ OC-SEE STRUCTURAL 'C' 1; + REQUIRED-SEE STRUCTURAL i� 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND BRIAN A.FLEENER CAST IN PLACE CONCRETE 2x6 WOOD STUDS AT 16" i'. . �- .,;,E- (2) LAYERS 5/8"TYPE'X FINISHES AS REQUIRED FOR PLUMBING ACCESS OC-SEE STRUCTURAL + + + • • ':�/ WALL-SEE STRUCTURAL - �� 2x8 WOOD STUDS AT 16" i .+ GYPSUM BOARD PANELS. PORTLAND,OR OC-SEE STRUCTURAL 5/8"TYPE'X' GYPSUM BOARD +. •••—• 1 .. k,+ - 5/8"TYPE'X'GYPSUM BOARD 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO i.' - 5/8"TYPE'X' FIBER FACED SUPPORT SHELVING, TOWEL BARS, RAILINGS,AND ALL O Q + + GYPSUM SHEATHING /1 + 5/8"TYPE'X' FIBER FACED OTHER WALL-MOUNTED ACCESSORIES AND ° +; ;: . GYPSUM SHEATHING EQUIPMENT. 3/2912018 +,�� . i - -� L - -- / �- 6. PROVIDE UL APPROVED THROUGH PENETRATION AND STAMP - � EXTERIOR �- EXTERIOR INTERIOR EXTERIOR MEMBRANE PENETRATION FIRESTOP SYSTEMS AS INTERIOR INTERIOR REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x8 WOOD STUDS-SEE AND MECHANICAL PENETRATIONS IN FIRE-RATED - 13B ASSEMBLIES, SEE AX8.11 TO AX8.12. CONTRACTOR TO STRUCTURAL SUBMIT UL-LISTED DETAIL FOR EXACT PENETRATION1 `i - CONDITION PENETRATION __ --- 271 CONCRETE WALL 24 131 1-HR INTERIOR WALL - IN UNIT BEARING EXTERIOR WING WALL - FIBER CEMENT SIDING 4 2-HR EXTERIOR WALL - FIBER CEMENT SIDING 7. PROVIDE WATER RESISTANT TYPE-X GYPSUM BOARD PROPERTIES i ASSEMBLY: N/A FIRE: NR STC: N/A 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. LLC BEARING BEARING BEARING 8. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. CONSULTANT FIBER REINFORCED, 9. PROVIDE SOUND BATT INSULATION AT BATHROOM SOUND BATT INSULATION-FRICTION CEMENTITOUS SIDING WALLS AND CEILINGS. — FIT IN STUD SPACES —-r--- 1x2 PT FURRING AT 16"OC ROOF MEMEBRANE + (3/4"VENT SPACE) + RESILIENT CHANNEL AT 24"OC + , �, �• _ SPACED VERTICALLY + . (3 "VENTFURRING 16"OC � BARRIER WEATHER RESISTIVE 5/8"TYPE'X'GYPSUM BOARD �; FIBER REINFORCED, 1 '+ + CEMENTITOUS SIDING 15/32"MIN PLYWOOD SHEATHING-SEE STRUCTURAL 5/8"GYPSUM BOARD _ PLYWOOD SHEATHING AS + WEATHER RESISTIVE + REQUIRED-SEE STRUCTURAL R-21 BATT INSULATION-FRICTION ' BARRIER FIT IN STUD SPACES 2x4 WOOD STUDS AT 16"OC : 2x6 WOOD STUDS AT 16" PLYWOOD SHEATHING OC-SEE STRUCTURAL ON BOTH SIDES 2x6 WOOD STUDS AT 16" cn 5/8"TYPE'X' GYPSUM BOARD ''� 2x6 WOOD STUDS AT 16" OC-SEE STRUCTURAL W OC-SEE STRUCTURAL , + + 5/8"TYPE'X' �' ��' ; GYPSUM BOARD CO —e _—-L.- ---/\r.L._ LLI INTERIOR UNIT UNIT ROOF EXTERIOR INTERIOR EXTERIOR CO 3B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE STRUCTURAL Q n z 27 NON-RATED FURRING 231 1-HR INTERIOR WALL - DEMISING 121 PARAPET WALL - FIBER CEMENT PANEL 3A 1-HR EXTERIOR WALL - FIBER CEMENT SIDING Q CO ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY: UL-U305 FIRE: 1-HR STC: 50-54 ASSEMBLY: N/A FIRE: NR STC: N/A ASSEMBLY: UL-U356 FIRE: 1 HR STC: N/A F-- BEARING RAL TL77-138 BEARING Imm. U Z — LAPPED, FIBER-REINFORCED, LLQ ct CEMENTITOUS SIDING M _ SOUND BATT INSULATION IN . II- 1x2 PT FURRING AT 16"OC z BATHROOMS-FRICTION FIT + ' ROOF MEMEBRANE + (3/4"VENT SPACE) �'�" IN STUD SPACES + a O + i 1x2 PT FURRING AT 16"OC , A ' WEATHER RESISTIVE Ce (3/4"VENT SPACE) • ;C BARRIER U 5/8"TYPE'X GYPSUM BOARD �� a / LAPPED FIBER REINFORCED, + 15/32"MIN PLYWOOD -'J C 'I ; CEMENTITOUS SIDING :r SHEATHING-SEE STRUCTURAL Q PLYWOOD SHEATHING AS WEATHER RESISTIVE a REQUIRED-SEE STRUCTURAL R-21 BATT INSULATION-FRICTION BARRIER • FIT IN STUD SPACES 0 I- 2x4 2x4 WOOD STUDS AT 16" PLYWOOD SHEATHING -' CO I� Lit OC-SEE STRUCTURAL + ON BOTH SIDESLU + �- 2x6 WOOD STUDS AT 16" Q W co -=.0.- 5/8"TYPE'X' GYPSUM BOARD OC-SEE STRUCTURAL N �� L 1 OC SEE STRUCTURAL — N = 5/8 TYPE X 1�1 cl" y GYPSUM BOARD z i :s ' LI_ = O Z INTERIOR INTERIOR ROOF EXTERIOR INTERIOR EXTERIOR W CO W O Q =! 26B1 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x4 WOOD STUDS-SEE STRUCTURAL '".., K2 CO 2sF. NON-RATED INTERIOR WALL 22 NOT USED 11 j PARAPET WALL - LAPPED SIDING 2 1-HR EXTERIOR WALL - LAPPED SIDING TITLE ASSEMBLY: N/A FIRE: NR STC: N/A 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 # DATE DESCRIPTION LAPPED, FIBER-REINFORCED, CEMENTITOUS SIDING 1x2 PT FURRING AT 16"OC (3/4"VENT SPACE) 1x4 T&G VERTICAL CEDAR SOUND BATT INSULATION-FRICTION + WEATHER RESISTIVE SIDING - ; y� FIT IN STUD SPACES >+ ...__ ___,---- --- -'7'''. BARRIER - • 3/4"VENT SPACE HORIZONTAL 1 - Z FURRING WITH WEEP HOLES PLYWOOD SHEATHING AS = . rw� LAI -SEE STRUCTURAL • ' WEATHER RESISTIVE :. '�� i_r BARRIER (2)LAYERS 5/8"TYPE'X' 3 1/2"MIN, R-21 FIBERGLASS ----___--•----___--• REVISIONS -W : GYPSUM BOARD ;� BATT INSULATION ; 15/32" MIN PLYWOOD ► -'+ SHEATHING-SEE STRUCTURAL PLYWOOD SHEATHING AS 2x6 WOOD STUDS AT 16" ;,, W REQUIRED-SEE STRUCTURAL .< R-21 BATT INSULATION-FRICTION + OC-SEE STRUCTURAL FIT IN STUD SPACES Author Checker f 2x6 WOOD STUDS AT 16" (2)LAYERS 5/8"TYPE'X' DRAWN BY CHECK BY OC-SEE STRUCTURAL :J GYPSUM BOARD 2x6 WOOD STUDS AT 16" PERMIT SET (2) LAYERS 5/8"TYPE'X' y i 5/8"TYPE'X'GYPSUM BOARD + OC-SEE STRUCTURAL STATUS r GYPSUM BOARD ;_i— 1:':../i 5/8"TYPE'X'FIBER FACED -- - 5/8"TYPE'X' ,� 03.29,2018 s+ GYPSUM SHEATHING GYPSUM BOARD DATE ,',> r., -• —�_., ' 17052 INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR PROJECT NUMBER 1B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE STRUCTURALAZI,mu 1 ■ 0 I NOT USED 2-HR INTERIOR WALL - FIRE BARRIER 2-HR EXTERIOR WALL - LAPPED SIDING 1-HR EXTERIOR WALL - WOOD SIDING 25 Z1 5 1A! ©2018 OTAK,INC. ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY: UL-U301 FIRE:2-HR STC: N/A ASSEMBLY: UL-U301 FIRE: 2-HR STC: N/A I ASSEMBLY: UL-U356 FIRE: 1-HR STC: N/A if this drawing is not 24"x 36",it has been BEARING BEARING BEARING reduced/enlarged. Scale accordingly. MQ0CIVIDL T 11V I CO 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO ASSEMBLY AS REQUIRED BY STRUCTURAL ENGINEER. WHERE A NON-SHEAR WALL EXTENDS AND Otak • ALIGNS PARALLEL WITH A SHEAR WALL, PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR �/'"' .. WALL TO PROVIDE CONTINUOUS FACE OF FINISH. ilk 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC Otak Arc I1. Inc.SECTION 718. 4 , 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN 808 SW ird A nue, Suite 300 STANDING SEAM METAL Porti. d, OR 97204 / ROOFING WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO mai y03.287.6825 SLIP RESISTANT FINISH-SEE PROTECT PIPE FROM FREEZING. FINISH SCHEDULE ww.otak.com 30#ROOFING FELT 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND FINISHES WATERPROOF MEMBRANE AS REQUIRED FOR PLUMBING ACCESS PANELS. ROOF SHEATHING-SEE STRUCTURAL SUBFLOOR, SEE STRUCTURAL 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO • k, 1 .41‘., PT FLOOR JOIST-SEE SUPPORT SHELVING,TOWEL BARS, RAILINGS,AND ALL i' ROOF JOIST-SEE OTHER WALL-MOUNTED ACCESSORIES AND EQUIPMENT. g 720 STRUCTURAL STRUCTURAL-SLOPE STRUCTURE BRIAN R.FLEENER AWAY FROM BUILDING 6. PROVIDE UL APPROVED THROUGH PENETRATION AND , ., _�_w _ ., _..,;z— FIBERCEMENT SOFFIT ! -. _ - .�. . 1 FIBER REINFORCED, MEMBRANE PENETRATION FIRESTOP SYSTEMS AS • BOARD r - - - -�'' - REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, PORTI_AND,OR ez:IL i-L- 1)1 . . Vel NCEMENTITIOUS PANELS AND MECHANICAL PENETRATIONS IN FIRE-RATED ASSEMBLIES, SEE AX8.01 TO AX8.21. OF 0 i 7. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. 3/29/2018 BALCONY STAMP NOTE: SEE SECTIONS FOR SOFFIT VENT LOCATIONS A— _,,,,_11_1--11 1 J L--b..--Clh. R3,1 ROOF - STANDING SEAM F4 FLOOR / CEILING - BALCONY DBG PROP E RTI ES I ASSEMBLY: UL-P522 FIRE: 1-HR STC: N/A ASSEMBLY: NA FIRE: N/A STC: N/A LLC 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 � ROOFSTRUCTURAL %�/ �i �/ - DROPPED CEILING WHERE OCCURS-SEE RCP FOR FINISH ROOF JOIST, SEE STRUCTURAL 1 z CD R-27 LOOSE FILL INSULATION LU VAPOR RETARDAR/AIR J - / BARRIER CO ��. 5/8"TYPE'X'GYPSUM BOARD i _. 4444_ i-' ii w i CALCULATED FIRE RATED BASED ON OSSC SECTION 722.6 (f. • 1 1/2"GYPSUM CEMENT UNDERLAYMENT(AT LEAST 5/8"GYP BD EQUIVALENT) 30 MIN • WOOD SHEATHING 19/32" 15 MIN • 4x(3 3/4")WOOD T&G DECKING (5 MINUTES PER 3/8") 30 MIN TOTAL: 1 HOUR& 15 MINUTES Z 0 ROOF - ELEVATOR OVERRUN F3 ! 1-HR FLOOR/CEILING - CORRIDOR ~ R2 , V ASSEMBLY: UL-L528 FIRE: 1-HR STC: N/A ASSEMBLY: OSSC 722.6 FIRE: 1-HR STC: NA Z i---- W ROOF MEMBRANE M 0 ROOF SHEATHING, SEE FLOOR FINISH-SEE ROOM FINISH U STRUCTURAL SCHEDULE-REQUIRES SOUND ^/ ISOLATION MAT IF IT IS NOT CARPET i�•� R-60 LOOSE FILL 3/4"GYPSUM CEMENT UNDERLAYMENT < 1"-- INSULATION SUBFLOOR-SEE STRUCTURAL O 2 WOOD TRUSS, SEE / STRUCTURAL / FLOOR JOIST-SEE STRUCTURAL N VAPOR RETARDER/AIR ." - a _ - j 3 1/2"SOUND ATTENUATION 0 �/ ' BARRIER L'J C7 BLANKET(OMIT AT CORRIDOR) I(n ICe Ct ♦♦4♦♦♦♦♦♦♦i�♦♦♦ /\ ♦a RESILIENT CHANNELS AT 24"OC MAX CI W co O 'Se"♦ ~r -411p, -+- 1 5/8"TYPE'C'GYPSUM (2) LAYERS 5/8"TYPE'X' Y N _ _ BOARD „ ♦♦♦♦♦�♦♦♦ ♦♦����, GYPSUM BOARD w O Ali J ...= D cc (...9 W C o coi 72 1 NON-RATED ASSEMBLY WITH NO SOUND ATTENUATION BLANKET AND 1 = O Q LAYER OF GYPSUM O" Cf M �O r-- m R1 I 1-HR ROOF / CEILING F2 1-HR FLOOR / CEILING - UNITS TITLE i ASSEMBLY: UL-P522 FIRE: 1-HR STC: N/A ASSEMBLY:AWC WIJ 1.7 FIRE: 1-HR STC: 63-65 IIC: 51 MIN # DATE DESCRIPTION FLOOR FINISH-SEE ROOM FINISH SCHEDULE-REQUIRES SOUND ISOLATION MAT IF IT IS NOT CARPET REINFORCED CONC SLAB, SEE STRUCTURAL 3/4"GYPSUM CEMENT UNDERLAYMENT SUBFLOOR-SEE STRUCTURAL 10 MIL VAPOR BARRIER — 2x4 WOOD FRAMING Jt.,---- FLOOR JOIST-SEE STRUCTURAL REVISIONS 5/8"GYPSUM BOARD . - "a< SEE CLEAN CRUSHERD 3 1/2"SOUND ATTENUATION . -a - •' - .- . " BLANKET(OMIT AT CORRIDOR) F-4- =v_u J ®�`i = i;: . .:�� ;��;. �� . �.-��.•�,� � c Author Checker ' 5/8 TYPE C GYPSUM BOARD t,I ,71 �..' + ; i '� . - �;: • •• ,• ;�,�� • ;•r or`'�e?i� "� DRAWN BY CHECK BY ,� I .:,,,,.t...- / •ted• � • Vit• �.^•.' • UNDISTURBED SOIL VP,,iM,�� �,,���, RESILIENT CHANNELS,24"OC MAX j 1 PERMIT SET i STATUS r 03.29.2018 DATE (2) LAYERS 5/8"TYPE'C' 17052 GYPSUM BOARD PROJECT NUMBER C1 CEILING - GWB F5 2-HR FLOOR / CEILING F1 I SLAB ON GRADE ASSEMBLY: N/A FIRE: NR STC: N/A ASSEMBLY:AWC WIJ 2.1 FIRE: 2-HR STC: 52 IIC:46-60 l ASSEMBLY: N/A FIRE: NR STC: N/A A4... i . 02 ©2018 OTAK,INC. If this drawing is not 24"x 36"it has been reduced/enlarged. Scale accordingly. DOOR SCHEDULE - BUILDING 4 DOOR SCHEDULE - BUILDING 4 HARDWARE SCHEDULE Cnak OPENING I DOOR FRAME I FIRE OPENING I DOOR FRAME FIRE HW SET:18 DOOR NO LOCATION WIDTH !HEIGHT TYPE I MAT. I FIN. MAT. I FIN. I HDWR. RATING COMMENTS DOOR NO LOCATION WIDTH HEIGHT TYPE I MAT. I FIN. MAT. I FIN. I HDWR. RATING COMMENTS TY N CATALOGNUMBER FINISH MFR EA ( 224XY EPT 628 IVE ,rnallig GROUND LEVEL 1 EA POWER TRANSFER EPT10 CON 689 VON ...Sr 5 4-101A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. LEVEL 03 1 EA ELECIM PANIC HHARDWARE20.0 .2crR-t+9L-�QI[�-COtd 630 FAL 0" 0" 1 EA RIM CYLINDER 20-057��� 626 SCH Otak Ar - ' --CtS Inc. 4-101B BALCONY 3 -0" 7 - C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-301A UNIT ENTRY 3 - 6 -8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA MC CORE 23-030 626 SCH 4-102A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-301B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA 90 DEG OFFSET PULL 8190EZHD 10'STD 630-318 IVE 808 S k hird Av- ue, Suite 300 4-102B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-302A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 4050 EDA 689 LCN Portl- d, OR 97204 4-103A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-3028 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PROTECTION PLATE 8400 10"X 2"LOWS-CS 630 IVE main •03.287.6825 EA 4-103B BALCONY 3'-0" 7'-0" I C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-303A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 ' `'TOP WS4061407CVX 630 IVE 1vw.otak.com R-01 20 MIN. 4-303B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA D TING 9PSA BK ZER 4-104A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT I1 EA DOORR F{SWEEP 8198AA AA ZER 4-104B BALCONY 3'-0" 7'-0" I C I FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-304A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA THRESHOLD 546A-223 A ZER 4-105A UNIT ENTRY 3'-0" 6'-8" I A I SC WOOD I PAINT WOOD I PAINT IR-01 20 MIN. 4-304B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA WIRE HARNESS CON-192 SCH 4-105B BALCONY I 3'-0" 1 7'-0" C I FBGLS I PRE-FIN FBGLS I PRE-FIN R-02 I I 4-305A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WIRE HARNESS CON-6W SCH *04 , 4-106A UNIT ENTRY I 3'-0" 6'-8" A SC WOOD I PAINT WOOD I PAINT R-01 20 MIN. I 4-305B BALCONY 3'-0" 7'-0" 1 EA POWER SUPPLY PS914 900-2R8 900-BBK VON C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3720 � 4-106B BALCONY I 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS I PRE-FIN I R-02 I 4-306A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. ACCESS CONTROL WORK OF DIVISION 28 4-107A UNIT ENTRY I 3'-0" 6'-8" A I SC WOOD PAINT WOOD I PAINT I R-01 20 MIN. I 4-306B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 OPERATION:ACCESS CONTROL OR TINE CLOCK BRIAN R'FLEENERAL 4-107B BALCONY 3'-0" 7'-0" C FBGLS I PRE-FIN FBGLS PRE-FIN I R-02 4-307A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. MW SET:19 • • 4-108A UNIT ENTRY 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT R-01 20 MIN. 4-307B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 QTY PpOIPTION CttTALWNUMBER FINISH MFR PORTLAND,OR 4-1086 BALCONY 3 -0 7 -0 C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-308A UNIT ENTRY 3'-0 6 -8 A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA � 4.a�4.5 NhtP 652 IVE4 109A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. 4-3086 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PASSAGE SET NOM SPA 626 SCH Of 4-109B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN I R-02 4-309A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 8400 EDA 1389 LCN 3/29/2018 4-110A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT I R-01 20 MIN. 4-309B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA WALPROL PLATE 8400111"X C X B-CS 630 IVE 1 EA WALL STOP WS4f18l407CVX 630 !VE STAMP 4-110B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN IR-02 4-310A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA GASKETING 488FSBK PSA BK ZER 4-111A UNIT ENTRY I 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT I R-01 20 MIN. 4-31 OB BALCONY 3'-0" I 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA DOOR SWEEP 8192AA AA ZER 4-111B BALCONY I 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN IR-02 4-31 IA UNIT ENTRY 3'-0" 16'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. EA THRESHOLD 548A-223 A ZER 4-112A UNIT ENTRY 13'-0" 6'-8" A SC WOOD PAINT WOOD PAINT I R-01 20 MIN. 4-311 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 HW SET: ! ..., 4-1128 BALCONY I 3 -0 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-312A UNIT ENTRY I 3'-0" T-0" C S FBGLSOD PAINT PRE FIN FBGOD PAINT R-01 LS PRE FIN R-02 20 MIN. QTY DESCRIPTION CATALOG NUMBER FINISH MFR S( -��_, i 4-113A BUILDING ENTRY I 3'-0 7'-0" A HM PRE-FIN HM PRE-FIN 18 I 4-312B BALCONY `` /\, 4-1136 BUILDING ENTRY 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 I 4-314 STAIR I 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 3 EA HINGE AL80P513131 6 X 4.5 630 IVE EA STORER aM C NEP 626 SCH DBC PROPERTIES 4-114A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 I 90 MIN. DOOR ON HOLD-OPEN 4-316 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 EA SURFACE CLOSER 1250 CU SH SLIM 689 LCN 4-114B STAIR 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 I 90 MIN. 4-321 STAIR 3'-0" 6'-8" A SC WOOD I PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 3 EA GASKETING 458FSBK PSA BK ZER LLC 4-121 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 119 90 MIN. DOOR ON HOLD-OPEN 4-U31 STORAGE 3'-0" 16'-8" A SC WOOD I PAINT WOOD PAINT 20 20 MIN. 4-U12 ELEV MECH 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 120 90 MIN. 4-U32 STORAGE 3'-0" 16'-8" A SC WOOD I PAINT WOOD PAINT 20 20 MIN. I HW SET:21 CITY 121PTION CATALOG NU4,IBIEf FINISH MFR 4-U13 UTILITY 3 -0 6 -8 SC WOOD PAINT WOOD PAINT 120 I 4-U33 UTILITY 3 -0 16 -8 A SC WOOD I PAINT WOOD PAINT 20 20 MIN. �� CONSULTANT 4-U14 ELEC 3'-0" 6'-8" A I SC WOOD I PAINT WOOD PAINT 121 I 4-U34 STORAGE I 3'-0" 16'-8" A SC WOOD I PAINT WOOD PAINT 21 20 MIN. 3 EA AL81 D X 5 626 IVE I EA STOREROOM LOCK ALl1QPD NEP 626 6GH 1 EA. SURFACE CLOSER 1250 REG OR PA AS REQ SUM 689 LCN LEVEL 02 LEVEL 04 1 EA WALL STOP WS406/407CVX 630 IVE 4-201A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-401A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA GASKETING 488FSBK PSA BK ZER 4-201B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-401B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-202A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-402A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. MW SET:R-01 4-202B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-402B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA HINGE 66814�° HIaCRIPDESCRIPTION5851+4 NUMBER 6`IN1ShI MFR 3 .55 G X 4,6 652 IVE 4-203A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-403A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ENTRANCE LOCK 03210-8500TD JAZ PLY 0-109 6.26 SACH 4-203B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-4036 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PSIC CORE 23"030 EV 0 626 SCH 4-204A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-404A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 680 LCN 4-2048 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-4048 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PROTECTION PLATE 8400 10"X 2"LOW B-CS 630 IVE 4-205A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-405A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR STOP 61 652 IVE 4-205B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-4058 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA OSWEEPTING 8192AA PSA BK ZER i EA DOOR 8192AA AA ZER 4-206A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-406A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA THRESHOLD 6,56A A ZER 4-206B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-4066 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 VERIFY DETAIL 4-207A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-407A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA VIEWER U698 626 WE 4-207B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-407B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 .,ADA UNITS) 4-208A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-408A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. NOTE'INSTALL STOP ON SASE.TOP C1R SCYII'•` '01=DOOR.ON WALL,OR OTHER FIXTURE AS APPROPRIATE. 4-2086 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-4088 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 141N SET:R«03A 4-209A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-409A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. gTY pk�c IPTION CATALOG NUMBER FINISH MFR 4-2096 7'BALCONY 3'-0" -0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-409B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 r1I °" Mil 4.6 X41, 652 IVE 4-210A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-410A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ELEC ENTRANCE LOCK FE410F 4*JAZ GRW 626 SCH 4-2108 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-410B 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 689 LCN 4-211A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 1R-01 20 MIN. 4-411A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA PROTECTION PLATE 840010"X 2"LDW 8-CS 630 IVE 1 EA DOOR STOP 61 652 IVE 4-211B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN IR-02 4-4116 BALCONY 3'-0" 7'-0' C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING 488FSBK PSA BK ZER CO 4-212A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT IR-01 20 MIN. 4-412A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8192AA AA ZER 4-212B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN I R-02 4-412B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA THRESHOLD 658A A ZER 4-214 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 119 90 MIN. DOOR ON MAG HOLD-OPEN 4-414 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN VERIFY DETAIL 4-216 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN HM PRE-FIN I PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 4-416 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 1 EA VIEWER U698 626 IVE M 4-221A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 119 90 MIN. DOOR ON HOLD-OPEN 4-420A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 2 1 ADA UNITS 4-221B STAIR 3 -0 7'-0 A HM PRE-FIN HM PRE-FIN 118 90 MIN. 4-4206 ROOF ACC. HATCH 3 -0 6 -8 A HM PRE-FIN HM PRE-FIN 20 90 MIN. NOTE:INSTALL STOP ON E,TOP OR 813 + OF DOOR,ON WALL,OR OTHER FIXTURE AS AI ROPRIATE. 4-U21 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 120 20 MIN. DOOR ON MAG HOLD-OPEN 4-U41 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. MW SET:R«12 4-U22 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 120 20 MIN. 4-U42 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. QTY poctupTioN CATALOG NUMBER FINISH MFR limn 4-U23 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 120 20 MIN. 4-U43 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 3 EA FOWL 58131 4.5 X,4;3 652 WE 4-U24 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 121 20 MIN. 1 EA ENTRANCE LOCK CS21041500T0 JAZ PLY 10-109 626 SCH Ce 1 EA FSIC CORE 23-030 EV D 626 SCH ./' W 1 EA DOOR STOP 61 652 CVE \` 1 EA RAIN DRIP 11A A ZER CI- DOOR SCHEDULE - UNITS DOOR SCHEDULE NOTES 1 EA BASKETING 4FKPsA AK ZERill< OPENING I DOOR FRAME I FIRE 1 EA DOOR SWEEP 8198AA AA ZER Q 1 EA THRESHOLD 65A-223 A ZER a W DOOR NO LOCATION WIDTH 1 HEIGHT TYPE MATERIAL I FINISH MATERIAL I FINISH HARDWARE RATING COMMENTS �pI�Y OIE AIL 1. ALL DOORS SHALL HAVE LEVER HARDWARE. UNO 8. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS BA BATHROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE (22.2 N). MW SET:R-03 Ca LIJ CV BR BEDROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 PROTECTED IN ACCORDANCE WITH OSSC SECTIONS QTY pg, IPTION CATALOG NUMBER FINISH MFR J Y CV CL1 CLOSET 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-04 716.5.3.1 AND 716.5.7.3. 9. SLIDING OR FOLDING DOORS OTHER THAN FIRE EA U'E 5%1 1401 4 X 4 652 IVE CL2 CLOSET 7'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 1 EA PRIVACY LOCK F40 JAZ 626 SCH W Z h- 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM 5.0 LBS (22.2 N). 1 EA DOOR STOP 61 652 IVE �� CL3 CLOSET 5'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 THE EGRESS SIDE WITHOUT THE USE OF A KEY OR 3 EA SILENCER 5R65 GRY IVE 1.1. = 0 Z CL4 CLOSET 5'-0" 6'-8" E WOOD PAINT WOOD PAINT R-06 SPECIAL KNOWLEDGE OR EFFORT. 10.WHERE PROVIDED, THRESHOLDS AT DOORWAYS NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. CL6 CLOSET 4'-6" 6'-8" D WOOD PAINT WOOD PAINT R-05 SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN 0 CL7 CLOSET 3'-0" 6'-8" F WOOD PAINT WOOD PAINT R-06 4. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT MW SET:R-04 W (/0 Q INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE QTY HpTiON CATALOG NUMBER FINISH MFR p .4C -J P�? FLOOR. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 3 EA � RI E 5P131 R01 4 X 4 652 IVE CV (' M 1 EA PASSAGE SET F10 JAZ 626 SCMCO - 5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM 11.SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR 1�« ( CO - SCHEDULE ABBREVATIONS AN OPEN POSITION OF 90 DEGREES, THE TIME HEAD DETAIL. 3 EA DOOR STOP S GRY IVE SCHEDULE3 EA SILENCER SFi65 WE REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION ..-. ,, , SI OP ON BASE,,TOP OR BOTTOM OF DOOR,ON WALL,OR CE"HER FIXTURE AS APPRLIPRIAT'k. TITLE HC-PHB HOLLOW CORE PRIMED HARDBOARD OF 12 DEGREES SHALL BE 5 SECONDS. 12.SEE 6/AX-8.14 FOR BYPASS DOOR HEAD DETAIL GYP BD GYPSUM BOARD MW SET R-05 MDF MEDIUM DENSITY FIBREBOARD 6. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT 13.SEE 7/AX-8.14 FOR BIFOLD DOOR HEAD DETAIL # DATE DESCRIPTION MFR MANUFACTURER FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR OTY + C� N CATALOG NUMBER FINISH MFR PRE-FIN PREFINISHED SHALL MOVE TO THE CLOSED POSITION IN 1.5 14.SEE 7/AX-8.01 AND 6/AX-8.01 FOR TYPICAL EXTERIOR 1 SET S 60185 BP60 STA PRE-PR PREPRIMED SECONDS MINIMUM. HOLLOW METAL HEAD AND JAMB DETAIL AT FIBER 4 EA FLUSH PULL 221 826 IVE SC-PHB SOLID CORE PRIMED HARDBOARD CEMENT. I1W SET:R-06 7. FIRE DOORS SHALL HAVE THE MINIMUM OPENING 4-DRMFR DIY t;l31f� AT FORCE ALLOWABLE BY THE AHJ. 15.SEE 6/AX-8.02 AND 5/AX-8.02 FOR TYPICAL EXTERIOR 1 SET GRIP T12 CN CATALOG NUMBER FINISH 50 STA SIDING HOLLOW METAL HEAD AND JAMB DETAIL AT WOOD 2 SA PULL S"WIRE PULL82fi MW SET:Z-MISC CITY DESCRIPTION CATALOG NUMBER FINISH MFR 25 EA CREDENTIAL 9651 SIX SCE 8C EA CREDENTIAL 9691T BU( SCE 1 EA STRATIS SOFTWARE SY OTHERS SCE REVISIONS 1 EA TRAINING ON SITE AND SETUP SCE 1 EA CREDENTIAL READER MT2OW SCH MANUFACTURER AND ACCEPTABLE SUBSTITUTES Author Checker Item: Manufacturer: Substitute: DRAWN BY CHECK BY /-\ ,� / 1. HingesButts: Ives (IVE) Bommer, Stanley,McKinney PERMIT SET / / \ / / 2. Track: Stanley 3. Continuous Hinges: Ives (IVE) Stanley, Pemko, STATUS / / \ / ,� 4. Locks/Latches: Schlage(SCH) None-owner preference. / / '\ /' / 5. Narrow Locks: Adams Rite(ADA) None 03.29.2018 \ Ill i- -� - - - -, 6. Cylinders: Schlage(SCH) None-owner preference. DATE \ \ \� 7. Exit Devices: Falcon(FAL) None-owner preference. / \ \ 8. Power Supplies: Schlage Elec(SCE), Von Duprin(VON) None-owner preference. 17052 /' \ 9. Flush Bolts/Coordinator: Ives(IVE) ABH, Trimco PROJECT NUMBER t 10. Surface Closers: LCN (LCN) None-owner preference \ \-,/ _ \ - k1J -J ` \ _ \ _ 11. Stops/Catches: Ives(IVE) Trimco, Hager 12. Overhead Stops: Glynn Johnson(GLY) Rixson A. FLUSH B. DOUBLE C. GLASS D. DOUBLE E. DOUBLE BI-FOLD F. DOUBLE BI-FOLD H. ELEVATOR 13. Push/Pulls: Ives (IVE) Trimco, Tice SWING FLUSH SWING SWING SLIDING FLUSH PANEL FLUSH PANEL SMOKE DOOR 14. Kickplates: Ives (IVE) Trimco, Tice, A41.11 , 11 15. Weatherstripping/Gasketing: Zero(ZER) NGP, Pemko, 16. Door Bottoms: Zero(ZER) NGP, Pemko ©2018 OTAK,INC. DOOR TYPES 17. Thresholds: Zero(ZER) NGP, Pemko 18. Silencers: Ives (IVE) Trimco, Hager If this drawing is not 24"x 36",it has been 19. Power Transfers: Von Duprin(VON) None-owner preference. reduced/enlarged. Scale accordingly. FINISH SCHEDULE ROOM FINISH SCHEDULE - BUILDING 4 Ot 1 PRODUCT NAME/ ROOM I FINISH opee0,11#44 166, ., CODE PRODUCT MANUFACTURER NUMBER SIZE COLOR/FINISH COMMENTS NUMBER ROOM NAME I FLOOR MAT./FIN. I BASE MAT./FIN. WALL MAT./FIN. I CEILING MAT./FIN. I COMMENTS CPT-1 CARPET INTERFACE PRIMARY STITCH 1- 102416 HEM GROUND LEVEL CPT-2 CARPET INTERFACE PRIMARY STITCH - 102417 FRENCH KNOT/ACCENT 4-113 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs Otak Arc itects, Inc. PT-1 PAINT BENJAMIN MOORE REFER TO SPECS - 2166-10 GOLD RUSH/REFER TO SPECS 4-114 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 PT-2 PAINT BENJAMIN MOORE REFER TO SPECS - 2128-10 BLACK BEAUTY/REFER TO 4-116 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 808 S hird ' enue, Suite 300 SPECSPo :nd, OR 97204 4-121 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD!PT-4 mai 503.287.6825 PT-3 PAINT SHERWIN WILLIAMS REFER TO SPECS - SW 7063 NEBULOUS WHITE/REFER TO 4-U12 ELEV MECH SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 vww.otak.com SPECS 4-U13 FIRE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 PT-4 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY SPRINKLER PT-5 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY 4-U14 ELEC 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 TILES • lkA LEVEL 02 *'t i ,>, VYL-1 SHEET VINYL ARMSTRONG NATUCREATIONS 6"x36"TILE MYSTIX NEVA NA921 SWEET DREAM 4-213 CORRIDOR CARPET/CPT-1 +CPT-2 6 RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs $72Q WD-1 SEMI-TRANSPARENT CABOT REFER TO SPECS 1x8 T+G RED CEDAR 4-214 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 BRIAN R.FLEENER ci STAIN 4-216 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS e e 4-221 STAIR 2 SHEET VINYL!VYL-1 6"PT GRADE WD GYP BD!PT-4 GYP BD/PT-4 P4R7LAN[?,OR 4-U21 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION 4-U22 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 OF 0 4-U23 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 4-U24 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 3/29/2018 STAMP LEVEL 03 4-313 CORRIDOR CARPET/CPT-1 +CPT-2 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 4-314 STAIR 1 SHEET VINYL!VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 A -- 4-316 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS ..r-.. r-� 4-318 MECH SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 .,�-T-nLi-r 1 - T'1 t11 1. 4-321 STAIR 2 SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 4-U31 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 DBG PROPERTIES 4-U32 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 LLC 4-U33 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 4-U34 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 LEVEL 04 CONSULTANT 4-413 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 4-414 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 4-416 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 4-420 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 4-U41 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 4-U42 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 4-U43 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION ROOM FINISH SCHEDULE - UNITS FINISH ROOM NAME 1 FLOOR MAT.I FIN. I BASE MAT.I FIN. I WALL MAT./FIN. 1 CEILING MAT.I FIN. I COMMENTS BEDROOM CARPET/CPT-2 MDF-PAINT GYP BD!PT-5 GYP BD/PT-5 BATH TILE RESILIENT BASE WATER RESISTANT GYP BD/PT-5 WATER RESISTANT GYP BD/PT-5 CLOSET CARPET/CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 LIVING SHEET VINYL MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 DINING CARPET/CPT-2 MDF-PAINT GYP BD!PT-5 GYP BD/PT-5 KITCHEN TILE RESILIENT BASE GYP BD!PT-5 GYP BD/PT-5 Cl) ENTRY SHEET VINYL MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 LAUNDRY TILE RESILIENT BASE GYP BD/PT-5 GYP BD/PT-5 Ir— WH CLOSET CARPET/CPT-2 RESILIENT BASE GYP BD/PT-5 GYP BD/PT-5 Z W NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION I— • ck (I) Q W J D Q 0 a W CO ftC) v) W �.! N ti ••q- _ rn ct V LL = o z W u) o 0 _ co I— ti P CO TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER A4.1. 1 1 2 ■ 0 2018 OTAK,INC. If this drawing is not 24"x 36",if has been reduced/enlarged.Scale accordingly. • • otak SLAB PLAN LEGEND 1'-6" SPOT ELEVATION 41----- Otak Ar --• ts, Inc. 808 S hird Ave e, Suite 300 L\(:1 SLAB OPENING Portia ,,OR 97204 main - 3.287.6825 w-w.otak.com FLOOR DRAIN FD ( SLAB PLAN NOTES 4.0 V 2a* reBRIAN R.FLEENERVII CI 1. SEE STRUCTURAL FOR FOUNDATION FOOTINGS 0 • %ORTLANO,OR 2. SEE CIVIL FOR PAD ELEVATIONS 3. SEE CIVIL FOR LIDA PLANTER F WALL ELEVATIONS 3/29/2018 4. FLOOR SLOPES AT 1% UNO STAMP -I 1 i 1......, r•-•-• fl . 11 -Mr DBG PROPERTIES LLC CONSULTANT • 4.1 4.2 4.3 4.4 4.6 4.8 1111 so ill, 216'-6" L 43'- 10 1/2" 14'-3" 1. 19'-7" 23'-5" 33'- 10 1/2" 23'-5" 14'-3 1/2"/ / 43'-9 3/4" 1 1 ---i 10'-0" .-2 3/4" _40--2 3/4" 20'-5 1/2" ._ 20'-5 1/2" 2 3/4"- ,_ 20'-5 1/2" - 1/2" 1'-1 1/4"?1 19'-4 1/4" 2 3/4" ,. 10'-2 3/4" 4 .0- . 3 ,. .- . • --.1 • 1 I II I I I I Il III I (I) . 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SCALE: 1/8"= l'-O" . 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 � ......•002;gioriorAt lik. �; .--• AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. • / Q OTHERWISE NOTED. DEMISING WALLS ARE • \.:_-,,<0. i• .^,,��•�, DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL DRAWINGS.NG&EQUIPMENT SEE Otak Ar elects, Inc. `'^��' `\r• �, • a O.; •"••',r;'Vw. 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOL 808 S ' bird A' -nue, • LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER Po nd, OR Suite 30004 • \.„-N,.. ;r O DRAWINGS AS APPROVED BY FIRE MARSHAL. •-,. \ ': :� ••••• r mai 503.287.6825 ',-ter l 3, FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE BLDG 5.,.. / -�ww,otak.com ra r '>"'r VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, • "-�, • ;r'r • I;` HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES \ ��,�'• ' ' I: SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE s.....__.....: ;1 4BE ..•,;•��,. } \ SEE UNITFLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO ' ��• I' DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES, LOCATED WITHIN REACH RANGE OF 48"ABOVE •�. , ..,, } ._I •.;G- ...=? '� FLOORTO HIGHEST CONTROL AT GROUND FINISHED 4•'�► ‘06*),, i\ BLPG1_.-.._;;BLDG-•_._;‘..............BL( G..3- ~._,B,L'G ' " BL:DG;.6 '- 5, SEE STAIR SHEETS AX-5,01 &AX-5,02 FOR STAIR FLOOR UNITS. 3720 �_ _._.__.. - _____ DIMENSIONS AND OTHER STAIR INFORMATION, • . , I • 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT .. R1Atd R. LEEPjERCI . 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. a • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND,OR 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL, OF 0 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 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). A - INTERSECTIONS 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. �' I s-' rL-� I ' 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ---,, ON PLANS.AS SHOWN TO O FORCE WATERTO ARP CONCRETE AT ICOLUMNSLOCATIONS GRATE AWAYE EVAT ONS. ALL AND DBG STANDARD EXHAUST VENTS BE P R O PE R T I E FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. LLC • MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER DETAIL AEI 4111111A A4-3.011 '4-4.0 AX-4.12 4.1 4.2 4.4 4.6 4.8 itt 110 1Pit, 216'-6" • 43'- 10 1/2" 33'- 10" 23'-5" I. 33'- 10 1/2" 23'-5" 14'-3 1/2" 43'-9 3/4" L 23'- 1 1/2" 4r 20'-9" 13'- 1 3/4" 20'-8 1/4" 1 13'-2 1/4" ,. 10'-2 3/4" y 13'-2 1/4" r 20'-8 1/4" `. 13'-2 1/4" ,, 10'-2 3/4" 2'-10" L 20'-8 1/4" ,, 23'- 1 1/2" .1 4'-5 1/4"„ 6'-9" 5'-9" 6'-2 1/2" 4'- 11 3/4", 10'-5 1/2" 5'-3 3/4" 6'-5 1/4" 6'-8 1/2" 5'-0" 10'-5" : 5'-3 1/4"!� • 6'-6 1/4" .. 6'-8" ;5'-0 1/4 ,5'-2 1/2"1, 6'-5 3/4" 6'-8 1/2" -4'-11 3/4 10'-5 1/4" .�5'-3 1/4 6'-6 1/4" 6'-8" 1,5'-2 1/2" ,5'-0 1/4" 3'-0'` 8'-5 3/4' 5'-3" `, 10'-5 1/2" 4'- 11 3/4', 6'-2 1/2" . 5'-9" 6'-9" .44'-5 1/4"L, AI • 1 11 © I I I I 11 111 1 1 1 AX-5.02 I 1 AX-8.03 AX-8 07 TYP TYP I I 136- E 136-ij I DE 13B- I 2 [113B 13BI- 4•A �C ra,m!: WAIIIF rti/�Mi giilifdV4h, J,:6I1u 5imp mi. 0 1}dtlMRp!_i !u 4p,t wii00001I!W1FN:Wit!M:M !04.md o I - e, : . 1-71 o , ..,.1:7,, ,,, a, as 1 o 1 1% a a "q„u: I ,Iw,1,!L M,,u.!,i:+w�!:,!a, r� , N N - - 7 -10 1�° o -103 4.1.10 a 105 1a° 0 1078��° o -► o .J .r---�` 1q r 1 1A 1A ei 1A r 1A -109 I I STAIR 2 I p-111 1A- 5 4-121 4 - ( II�. t _ T t - t , _ a o - - 3A 3A - 3A 1A 1A 3A 3A 1A I I 3A 1 ........ .. .. .._....__. ,, •, .` , .. .. . , ++ �+ ..:. .sz.__.: s :: , * I' � , ev-t:i ear 74,1J _ UNIT 1 BED UNIT 3 BED 3A 3A 3A 1 1A 1 3A 1 1A I I I I I A UNIT 3 BED °' W W UNIT 2 BED UNIT 1 BED - UNIT 2 BED - t --I 1A 1 4-101 I 4-103 23 _: TYPE A 23 _ TYPE A 23 - 4-109 21 U I 4-111 43 M W �--- 23 I 4-105 4-107 I ( I I r 21 ( I _� J r I I - I I I III. 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' f......._.,.I r 17 -9 1 I PERMIT SET 23'-1 1/2" 20'-9" 10',-2 3/4" 1 13'-2 1/4" 'L 20'-8 1/4" 13'-2 1/4" L 10.-2 3/4" 13'-2 1/4" 20'-8 1/4" 13' '-2 1/4" 20'-8 1/4" 23'-3" I :► .' 1 •' :', STATUSI t 43'- 10 1/2" J, 14'-3" I 23'-5" ! 33'- 10 1/2" 23'-5" S3'-10 1/2" 43'-9 3/4" 03.29,2018 I • DATE 1 1 i I I ! t 71 I pp L t , , � „J L � ( � 1 i I ._ ---,_ L_-_..___.._-._.._-.._..._ _.__. __._._..._.._., :__.._.._. 17052 i ` . A4-3,021 PROJECT NUMBER 2 4.1 4.2 ) 4.3 4.5 4.7 0) ©> 4.9 Welip .1 ® / 0' 4' 8' 16' !iiiii,....1----, A4-2101 1 FLOOR PLAN LEVEL 01 ©2018OTAK,INC. If this drawing is not 24"x 36",it has been 4-2.0 SCALE: 1/8"= 1'-0" reduced/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. _dmiessi /r ' • '-K'Q OTHERWISE NOTED. DEMISING WALLS ARE .'N \ DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE . 1 -�`�Q •,1- ;. ELECTRICAL DRAWINGS. Otak Ar -cts, Inc. • 2. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOL �• O�>\` �. -. LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 S hird Av= ue, Suite 300 '` / Porti- d, OR 97204 �• - -c'. DRAWINGS AS APPROVED BY FIRE MARSHAL. • . \\.•'- \ X`' '- ' '., •• •BLDG 5 w•_, / 3, FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE main 03.287.6825 >• ,a ,• VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING ENVIRONMENTAL,• ww.otak.com •�" HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES • 1..�t r!•. ,. _ -�__, •�� L>. 15"AND48"ABOVE ,, \f, ,._. J • ,,.•-''• ! SHALL BE MOUNTED BETWEEN ( - 1 II 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE �•^� i i ,` r DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE • • E :3,�.M^<•' E=i . .. , I( FINISHED FLOOR TO HIGHEST CONTROL AT GROUND ,�' 1 -te* 'ti BLDG1 BLDG 2 _ BDG .r-,_BLDG 4 •, BLD46_; ;`::''• 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 3720 v.::: .....!....._ DIMENSIONS AND OTHER STAIR INFORMATION. `�' 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLEENER p 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. * p • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND OR 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. OF Q • 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION . DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). A- INTERSECTIONS -j-.. r-� j 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. __ ,„.... 'u"{ )- 1•- r _ 10.SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. LLC MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. 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STATUS 03.29,2018 6. 1 ©� ©r DATE 4.1 4.2 0� 4.3 4.5 ^ 4.7 4.9 =Fe so IMF A4-3.021 PROD PROJECT NUMBER • 0' 4' 8' 16' A4-2 . 02!--.....pi-, 2 0 21 FLOOR PLAN LEVEL 02 ©2018 OTAK,INC. If this drawing is not 24"x 36"it has been A 4-2.0 SCALE: 1/8"= 1'-0" reduced/enlarged.Scale accordingly. SITE KEY PLAN FLOOR PLAN NOTES ot lc 1, ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE '' iiih, AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. �^ V- OTHERWISE NOTED. DEMISING WALLS ARE �„� � • .,^s-, '\ DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE .\' ELECTRICAL DRAWINGS. Otak Arc i itects, Inc. O\\ �,,• ' ,' .` f .2s.\-'' 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL 808 SW ird A -nue, Suite 300 LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER �` / Port nd, OR 97204 0 Y DRAWINGS AS APPROVED BY FIRE MARSHAL. .#•-\'� --<`,62Q 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE mai 503.287.6825 . �*"�� � ..,• BLDG 5,., _..., j• '' \ �, �'` VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, .otak.com • ;•, --\ ' HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES ..: ..- 5„AND8,. _ , ' ��.._..;;'' SHALL BE MOUNTED BETWEEN 1 4 ABOVE `•\ ,�i ' "�` • /•',,.-. - II 4, SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE `+c-- • 1` DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE • a : :E^^^^- 1 i I.,. ���` 91 li FINISHED FLOOR TO HIGHEST CONTROL AT GROUND „•'�` ' 4 , ,\....BLDG..1___;,BL G.;/.•__. ....--_BLDG_3.�_-.� BLDG. BLDG 6._.;•c.f..`. 5, SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS, 3120 __.__-______._-___.. ..._._-_. ..i__..__._.-_.._ __.__ DIMENSIONS AND OTHER STAIR INFORMATION. R.FLEENER i 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN 0 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. a• • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND,OR 17. SEE DETAIL 10/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. OF 0 • 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/2018 • • AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 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). n- • INTERSECTIONS I�-,. .-, / ;l 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. __•, .....--11- t ��.... 10.SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS, MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER DETAIL illik Oft ipo4-4.0IZRY A4-3,011 4. 1 4.2 4.4 4.6 4.8fip iro 1 , 216'-6" 43'- 10 1/2" 33'- 10" 23'-5" x 33'- 10 1/2" 23'-5" �, 14'-3 1/2" ,, 43'-9 3/4" 4. 23'- 1 1/2" 20'-9" 13'-1 3/4" 20'-8 1/4" 13'-2 1/4" 10'-2 3/4" 13'-2 1/4" 20'-8 1/4" 13'-2 1/4" 10'-2 3/4" 2 .. 20'-8 1/4" 23'- 1 1/2" �. 4'-5 1/4". 6'-9" : 5'-9" •, • 6'-2 1/2" .4'- 11 3/4", 10' • -5 1/2" .,5'-3 3/4"t 6'-5 1/4" 6'-8 1/2" 5'-0" • 10'-5" �,5'-3 1/4"- 6'-5 3/4" J 6'-8 1/2" ✓ 5'-0" �y5'-2 3/4"1, 6'-5 3/4" J, 6'-8 1/2" 5'-0" ., 10'-5" I' I"-3 1/4" 6'-5 3/4" ,, 6'-8 1/2" `� 5'-0" 4'6' -2 3/4"` (3 -0",, 8'-5 3/4' 5'-3" ,_ 10'-5 1/2" 4'- 11 3/4", 6'-2 1/2" 5'-9" . 6'-9" 4'-5 1/4", I I I I Ak 2 I © © tl I AX-5.02 I AX-8.03 AX-8.07 5 © - TYP TYP AX-8,03 AX-8.03 - -- ---- I 1 E E i SIM E E . .' , . • I 1381-' Tl'P `10=, i e• 3A I[ 13B BE i .I !/ ,Willi;,iRf414bIiA .!!tgiv,vAviu .. ,b.n..!.!�n „nl,�i:iiY:165'Si „ "fiiYiil�� ilvild nvii F.Z.,.'4Y'�.. 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Il 1 ! r '- Ell N ii - AX-5.01 �.� _� -- 21 23b U e i (-7) 1 ! mi 1: \\,.. : / 1_ 2 1 :___,),, UNIT ® l UNIT 3 BED N - 21 UNIT 1 BED 1 2 BED UNIT 1 BED UNIT 2 BED UNIT 3 BED 1 �, 4-302 I : ,• -, --' I 14-304 I 14-306 I P 14-308 I 14-310 I 14-312 I 3A f -4.12 m 3A I . 1_ I 11A I 3A I 1A I 3A P ' I 3A • i m co 1 ! !.,ir # i ' I +Hb1f1� 1f, I i l.4Y I .. .. _ - I o . 1 ... _.. .31105111191~1017 � ?.' .�.. 3A - _' 3A "�►' N 1 STAIR 1 I4 2 3A - 3A 2 - 2 3A 3A - -- • N 4-314 5 - I 2 • • o • -302 o 2 I I 4-3048 o �306B � 4-3088 ' 2 , 0 4-3108 2 c: • ° o• 4-312B 3A • • - 2 1 1 • /0 1/0 ' cl 1�c. I I I • I r ',, __, I 1 �- REVISIONS 4.D • - • ; 1/0 2 --113B 136 ,,. 1 - -113B 138}- ./ •1% LHI3B 13BI- 3BI 13B� ElJJJ i Author Checker 4'-5 1/4", 6'-9" 5'-9" 6'-2 1/2" 4'- 11 3/4", I0'-51/2" 5'-3 3/4" 8'-5 3/4" 3'-0" ,5'-2 3/4" , 5'-0" , 6'-8 1/2" 6'-5 3/4" ,5'-3 1/4" , 10'-5" , 5'-0" 6'-8 1/2" , 6'-5 3/4" ,5'-2 3/4'1 , 5'-0" , 6'-8 1/2" , 6'-5 3/4" 5'-3 1/4" , 10'-5" , 5'-0" , 6'-8 1/2" 6'-5 3/4" 5'-3" , 10'-5 1/2" 4'- 11 3/4" 6'-2 1/2" , 5'-9" , 6'-9" 4'-5 1/4",, 4' • if • dJ • • 4' • •1 • / • • • •r • ., . •! i DRAWN BY CHECK BY ,, 23'- 1 1/2" , 20'-9" 2'-9 1/4"-' •L 10'-2 3/4" . 13'-2 1/4" I, 20'-8 1/4" L 13'-2 1/4" .1, 10'-.2 3/4" L 13'-2 1/4" L 20'-8 1/4" , 13'-2 1/4" 20'-8 1/4" 1, 23'- 1 1/2" r • •f PERMIT SET 1, 43'- 10 1/2" if- 14'-3" 23'-5" I. 33'- 10 1/2" �, 23'-5" 33'- 10 1/2" 43'-9 314" STATUS 03.29.2018 4.1 4.2 4.3 4.5 1 4.7 4.9 . DATE Mk� A4-3.02 4 ©� 2 17052 PROJECT NUMBER VP 0' 4' 8' 16' A4-2 . 1-5-1---, 1 FLOOR PLAN LEVEL 03 ©2018OTAK,INC. • If this drawing is not 24"x 36"it has been A 4-2.0 SCALE: 1/8"= 1'-0" reduced/enlarged. Scale accordingly. SITE KEY PLAN FLOOR PLAN NOTES 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE r,,,. i` AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. ,,,..,,„..,,,,,,!••,,, `� OTHERWISE NOTED. DEMISING WALLS ARE ^ DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE \ ,t \ \• " ELECTRICAL DRAWINGS. Ota ( A -ctS, Inc. • 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL r Q r 808 ' Third A nue, Suite 300 O�}\ .j LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER • '' Port ;nd,OR 97204 ,, , �.,-•'\ `•t r ,,:;,-s- \ DRAWINGS AS APPROVED BY FIRE MARSHAL. ma 1503.287.6825 d,OR97204 \ • BLDG 5,.•_.-, / 3, FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE r, •. \ '�.�, • VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www,otak,corn \• - • HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETSRECEPTACLES SECURITY CONTROLS ELECTRICAL \ v SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE • • /:'... r ! 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE ; y 1 ! �� DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE - •�,, ) L C ite ` pa `������� 77:13' FINISHED FLOOR TO HIGHEST CONTROL AT GROUND .,;� l._.•BLDd 1.- -_',BLDG:2 BLDG 3.: ,,.:.L.DG 4 BLD(�t6_ 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 3720 4 t - �,. -�:_.._.__._....___.,___.__..__.............._.....__._.....,__._ _-.._....._..__...€.._._.-_...._. DIMENSIONS AND OTHER STAIR INFORMATION. t •.•1 i 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT . BRIAN R.FLEENER 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. * DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLANI OR • 17. SEE DETAIL 10/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. Of 0 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 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 -.1-. 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. ---,.trAll r jThf"-t - - 10.SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. LLC MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 fOR RECESSED FIRE EXTINGUISHER DETAIL A4-3.011 Mk 4.1 4.2 4.4 4.6 4.8 Itt •4-4,0 II, it, 1 216'-6" 1 1/2" 1 10" , 5" '_ 1/2" '_5" '_ 1/2" 1 " ,� i, 43 - 10 � 33 - f, 23 - J, 33 10 J, 23 L 14 3 � 43 -9 3/4 ,r 2 i. 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If this drawing is not 24"x 36"it has been A 4-2.0• SCALE: 1/8"= 1'-0" reduced/enlarged. Scale accordingly. ROOF AREA VENTILATION SITE KEY PLAN ROOF NOTES ota k VENT FREE AREA(sqft) NAME AREA(sqft) 1. VAPOR BARRIER AT INSULATION TO BE LOCATED ON _...simoeseriej 6iik, REQUIRED PROVIDED ;%', WARM SIDE OF INSULATION. AREA 1 11,763 39.21 41.25 t 2. SEE 6/AX-8.06 FOR PIPE PENETRATIONS. Otak Ar► ' -cts Inc. AREA 2 267 0.89 2.75 ).---:..,‹a\. Q 3. WALK PADS TO BE PROVIDED FROM ROOF ACCESS �` 808 S hird Av: ue, Suite 300 AREA 3 355 1.18 2.75 �, `� `,..• " i DOOR TO ALL MECHANICAL EQUIPMENT(VERIFY Porti d, OR 97204 O '' LOCATION OF ALL EQUIPMENT PRIOR TO PROVIDING �,, mai 03.287.6825 t �' BLDG 5.,,._ LAYOUT) .otak.com 4 LOCATIONS PROVIDE A • SPLASHBLOCK AT THE ROOF -�-•' AT ALL DOWNSPOUT II AREA NOT TO EXCEED 3000 sqft.VENT FREE AREA '',, ;\ 1J'"-" ��� 1\ a 771 • 1 ° MUST NOT BE LESS THAN 1/300th OF THE ROOF AREA \ \ BLDG 1 BLDG .2 -.__....B.L DGS. , BLDG 4;.,._.,.__BL DG 6.`f,-),` 6. PROVIDE VENTILATION OPENING FROM MAIN ROOF •�' SPACE PER OSSC 1203.2 EXCEPTION 2. ; :' __-____L_. __.__ TO CRICKET AREAS. R 720 \ j BRIAN R.FLEENER CA • PORTLAND,OR LEGEND Of 0 3/29/2018 STAMP STANDING SEAM METAL ROOF MEMBRANE ROOF SEE ASSEMBLIES A- - - - - - FACE OF EXTERIOR WALL BELOWDBG PROPERTIES ....... 2-HR BARRIER WALL BELOW LLC (RATING TO EXTEND TO UNDERSIDE OF ROOF SHEATHING) ROOF VENT CONSULTANT ROOF DRAIN AND OVERFLOW oDO ORD SEE 8/AX-8.05 ::::-A1:1- GREEN ROOF )Wyk-4K-)31 BALLAST ROCK 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.98lip ill, / 43'- 101/2" 14'-3" 19'-7" 3'- 10 " , 19'-7" L 14'-31/2" 19'-7" 3'-10" , 19'-7" , 14'-31/2" , 43'- 10" L �' ! 43'-3 1/2"-TYP ink I I I I I�// I '4-4.0 Ank 39'- 10"-TYP 38'- 11 3/4"-TYP EXTERIOR WALL BELOW-TYP I • -8.0. .I \ - - - - - - - _ - - - - - - - - _ - - I - - - - - - _ - - - - - TMP - - 4 A / (V -r- N_ __ , • N_ 4 . 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SEE 6/AX-8.06 FOR TYPICAL ROOF PENETRATIONS. 6. SEE SHEET AX/-8.11 FOR DETAILS AT ELECTRICAL . y WALL MOUNTED BIKE RACK LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. ,• ' .� s3 -s 370 1 • FDC FIRE DEPARTMENT CONNECTION 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS 29'-0" 5'-6" 29'-0" NEEDED. SEE EXTERIOR FINISH SCHEDULE BRIAN�� �� 1 FOR FINISH INFORMATION. 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL • _ _ PORTLAND,OR TO HIGH ROOF PENETRATIONS. ® c-2) 2 TYP.AT FIBER 44'-0" '�'f' • -8.0, TYP ; i • -8A CEMENT 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF 0 3/29/2018 i _ i r i I i_ ' I - - TO LOW PARAPET 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED .,_ I 1 _ ,' ; , .._I • WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP { i i _1~I 0; i LEVEL 04 TO PLATE Ain "ELECTRICAL ROOM." \-1 0,-_-_� ._ Y'Y „� \ - Y - i / .. _.fT_. .` /, / O j 35'- 10" 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT CONNECTIONS SERVING AUTOMATIC SPRINKLERS, - --. 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II, I I -.-"-' CO Ri LLI -, 6 -, k_ ;:•',,,_ DOWNSPOUT III 11 -8.2 r AND SPLASH / I.=, 1, F- •- At' < F3 i 7:•:i _ l'3,: 4,_ . ,--. -c , .,- FFT BELOW BLOCK t 1 \ . , t. li .1 /pi ',.7.• -I c\I ,.:. -_-;.--- LEVEL_Q3 F2 - LEVEL 03 I ---- 1 : - -;.,.--- LEVEL 03 s W - - -------- - - -, - ---f - 18 -6 1/4" - -1 1 1 187:6-1-/-4-'I--S t7-fr!,111. -..... .. „ 11 r f 4 i 18'- i LEVEL 02 TO PLAI.cm, AY•';':,'4:C.•4',-.';x:::•::••••1: LEVEL 02 TO PLATE ------1-- RP1-- ' t .- . ' . . ' LEVEL 02 TO PLATE ••••• 0 S a69 W :.f.: . - AX-8.21 i.-7: I , ! '. AX-8.11 UJ ' AX-8.11 , , ,, r ' TYP 1 ft > ......,- -2:.: AX-8.11 .'.,::- ,-, 2 ELEVATOR ROOF PLAN 1 IN :.,;.. = cs < LU --,.= TYP TYP , :::, ..• •;:: i i i. ..•;:..- ,..1: :i. • ..5.0 SCALE: 1/4"= l'-O" f*--- ;.,.. CORRIDOR 11 ELEV I'. ::',- UNIT co .:;. .''':- CORRIDOR .il ,..-. -...--, UNIT UNIT :1- -i: UNIT F." N- F- Lil -. :!-- ..,. ..,... .„, Fe Fe I' I , . :::• _•,•:.-,= -,-„.. •.::;. .., . NOTE: NO SMOKE ; TITLE --..'‘ .:5,•:; .., -. 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CABINET-1)'IP,-;•'• '-' - -:•'Tin '‘, ‘,..;•.'-::,,-,0'-' ',-,,.1. :-.IT.; STRETCHER .-...:, , ::41 •>• . - 111 : ' '' ' 101 i III. .•;.- I li------ _;:,-- < :-,;:- ' • , -::E :-• <-,- mi * " ' 6' ' I -- ' ' . - 6 r 14-4) r --"v" •-• i III. ..:': ° .-,- UNIT .•:;.:- :.•,- UNIT :7- _,., . ri ' ..• "2'1. :‘,..-...:,;•-i-,::::• ::,-. , 1 H, .....'- $ ?:- . 0 '- ::-.‘.7.‘L7:1 r -----7 1------7 1 1 1 a :1:.: CORRIDOR -_-;:: ..%. 7..sfi: UNIT -.:,- :•,,. • , . 7 \ . 1 w CORRIDOR --- 'h-ri.--. i II :::, UNIT ..;:- ' : -I' '=- III 11 u_ ' glik _ _ ._ , • _ . '.7.,..117 ill, / ,...,; ..., ., -f.- CORRIDOIR. • - -'• ja I . / 1 : .W. ,.1 -!.- :..: AX-8.21 Typ -',.'-. !::::,1 ' -8.21 Typ ! 1.1.-x. 11111 //E/LEV/ 11 1 0 AI :i. •-•_;:, ...... 111 ) i 1 4 .-._ , J i/ , ,.:i:-. r-- >- AX-8.21 REVISIONS / 11 4 -_, LL I - ' i Fl 3": .- . Fl <= -i' , 1 1,1 _. ...- . - •:'1- :-6:••=4-•.:', I1 1111 / / co (:4 I ' --.: f ..:: 1 GROUND LEVEI Jim ( 1 - GROUND LEVEl_ , AX-5.03 ' '`' 1 ' *' - - - ' . I' r•it:i ::::4 I ! , il/ „ 1 , I : . GROUND LEVEL ip forI / 11 > ./ -- 1_ ._____44; .,, - - - 0 -0- 'w - o.-o.. _ - - AX-8.14) - -..•--,-: z.i. - ! i ! , , •- ,_1(,„ /1.1 Ii AX-38.21 itris'InITE_:ril'AII,10.1_ r' 41: 1.-.. i r-. 0'- ,. , i ,L. .,..i , „ ... 11 lif.:t.;,sfAt:.is 1..... ._,: 41.15(wiaalot Author Checker .,...4N.4•,,...::.....,.i.:(4i-t!t_3!..2.!y,-.:!!!14.V.. ...!( .....:,:c•:..r7a1.,4.;71:-......,,!•-,:,:!.::!*-..r - - '- ' . ' '' - tj-- - 1 4 J...,>- ' 1041401alifit'..:,:.:k-filai;Ai,.:214.itt ..'_ .4.1:41140;::!: i- DRAWN BY CHECK BY 1-- •1 felPaittaitatfa-14145/41NA 4.111tAbrk0:4M pill TE-49 -4 a•:,:i i=1.1ii7..„ ,L.911 iiiii.- jatigkA„._ ir-j I 1 4417.-r-° 1 t . Ifilt.-15.7411IWri b411,!-I•LEI . ..,.._,., ,.... I., i-----,- . - ti•L:WIPPligt . E Er) NOTE:VERIFY ELEVATOR PIT AND PERMIT SET Il lb. 21 ! 7 I I * T"-T L P-ni, migiligs v...._ _ it_... .4::::-........„,mil.:- 4. Dtti 110,d...,-;,..1 F- pittArfrj:.' iii.rill wi I - ' 94--#:fig-,111P a. SUMP SIZES WITH STATUS .• STAIR 1 I 21 ,I,Tr.111-',..-1“,kMiiit_ 1.4 --i '.. 111741PVE.,-11 AX-8.21 attElApiliffial_4, -2-,,; -="?.1 1 f , 1W °. -;...t.M.gl*::LI! MANUFACTURER. OA „...1.q.p7r...,...,... --2...- 14, llio.tiik4 „•,. - ..,- -,,..../. -A., L..,..4- ,... 1 : • , ..4.4 ._ c 03.29.2018 . il.q..)10.1g- •4 • 4. .--- . :- -; '‘. 1 . : - , --. .. JR DATE i TYP i -27L - - - - libliilVil • _ ,_ _ ,-. -_:. .„ L . „ ..., '_ „Eillii WATERPROOFING .4111ff-ljit Mr-Vlititilte.gr-iii-Sigtattleit , PROJECT NUMBER WIRT.M.E.:4V-V.Witg,70,1i1P4iltaWliijr-10,11,t_n' 25(21)(2'SUMP PUMP PIT 1,iptifit..-474-:,-Eilyisiti.kmIF-41llElltivEpaluRIIAR117-3,111-:-.111r BEYOND Ncii 5 • 03 5 MECHANICAL SHAFT SECTION 2 4 MECHANICAL SHAFT SECTION 1 3 ELEVATOR AT TYPICAL LEVEL 1 ELEVATOR CROSS SECTION .2018 OTAK,INC. A ..5.0 SCALE: 1/4"= 1'-0" A _5.0 SCALE: 1/4"= 1-0" A _5.0 SCALE: 1/4"= 11-0" A -5.0 SCALE: 1/4"= 1'-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. FILLERRT 30" .L GENERAL NOTES - UNITS • ��"�\ ,' �� �' -\ \ / rX 11 ) A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF \ Q �____ _,/ � \\\\ Q Q - 10 ��' ��\ \ / ROUGH OPENING UNLESS OTHERWISE NOTED. Ota• k 3`- �\ ' B.B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS _� ,_ - -- LEGEND SEE COVER SHEET. Otak Ar ' • : ts, Inc. �, ,� / OPEN ,' -�- �- -r BEYOND `\\` ��,' �\\I \\p �''' C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Ave e, Suite 300 / \ SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia ', OR 97204 SHEETS. main ' 13.287.6825 7 \ .otak.corn O O - F- ! 7 \ D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE m f __ ■ I ■ \ AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 'a ` %•-. N o o O o ° I E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL # illf of m INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR X720 O Lc) O FLOORS. BRIAN R.FLEENER r ~ DW ----" F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND • OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE P(IRTLANO,OR FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS RECEPTACLES TLETS N.__ i , , ,, WALLS SHALL BE MOUNT DUW BETEEN 15"AND 48" ON OF () U ABOVE FINISHED FLOOR. 'lit 31 1/4" l' 30" 30" I d 12" I. 24" I, 24" (, 30" 18" -F- 3129/2018 VERIFY W/MFR VERIFY W/MFR '' 'VERIFY''VERIFY W/MFF G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 4A 46 H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION INTERIOR ELEVATION KITCHEN REGARDING OUTLET BOX PLACEMENT AND DETAILS ,� f\ 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS I .1110 SCALE: 112"= 1'-0" FOR ONE HOUR RATED WALLS. _ , ,_.,� I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR B PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 01 04 BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ C.(21_)----....„, 01 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. \ M. ALL FAUCETS TO HAVE LEVER HANDLES. 11 )-, / N.N. WATER HEATERS TO BE STRAPPED TO BLOCKING-TYP -� 018 I I \ / \ WALL SEE 6/AX-8.13 . I I 05 II \ I I - i- , 111111 I I sr \ I7 / 1 ti f L.---I I f n n i L J L J L J L I J o o r I1 I o /' L i / 7 i ,== 0 Ck 1 I Ell o o kr M �" C ) INTERIOR ELEVATION KEYNOTES _.____ J , . I` / C---) 1. SHOWER CURTAIN ROD r 16" � 22" SHOWER CONTROLS .-.j .i' 2. TUB/SHOWER ENCLOSURE 60" 35 1/2" 38" 15"i i, 30" 15" 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 36 3C 3D 1/AX-8.11 4. LIGHT FIXTURE CENTERED OVER MIRROR INTERIOR ELEVATIONS BATHROOM 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z SCALE: 1/2"= 1'-0" W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING qM C 23'-5" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING EQ EQ 10'-0" 12'-8 3/4" 10'-8 1/4" . EXTENDED DECK .4' _ , .' EXTENDED DECK 8. REMOVABLE CABINET, CONTINUE FLOORING ABOVE WHERE IT WHERE IT OCCURS UNDER CABINET. SEE 2/AX-8.11 Ce r OCCURS i - `i GUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUED114C 0 •1 1 1 I -8.0 I I M I /- IT OCCURS BEHIND APPLIANCE OCLI WVERBUILD SLOPE 4. 11:11C 11-1 4I ,y -- 1. 10. RANGE EXHAUST HOOD Ct '1 ' - S ,, .,. , •. -; -,; � - , LOPE -.. 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" �7 � • - _ 1 g iv MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N 1 • -8.0 ' DECK OTHER UNITS Z i -8.0 w Cr)CI W DECK AT SILL O 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = N „ i- _ LEVELS 2-4 ai MAXIMUM AFF. OFCI N Cl) 4 k 1 ,........... _, 11 1[_ IF-- W c - 13.WASHER/DRYER fn ct zo. LIVING ROOM 14. PAPER TOWEL DISPENSER U 8O 15. SOAP DISPENSER N", Wi"-- w 16. SEAT COVER DISPENSER = CD Q s int 24H C7 Z w • •• ' • _ �` - • -8.1 BEDROOM o 17. TOILET PAPER DISPENSER ti f- . , ._ LIVING ROOM 2. 0" 6' 0" r� !p p TITLE ,, BEDROOM 1 26B " 26B BELOW u_ • • w I UNIT LEGEND # DATE DESCRIPTION 'l< ' : ' '-, . . . . . . • ". .. . , •. • -, : 0 •„. ._ ,„ . . .,' ' . _• , ' - 1 3'_0" .---) o o I * ao . . . . • • • • I I BR N O -----. ------- DW I I 1 1 CL2 SMOKE DETECTOR w - EQ ,, EQ, , �. . -- ---4B -171-..lY�:, _,.._rJ Iq -�+,� C • i.:1 ' _ II 1 1 - I _ . SURFACE)2 MOUNTED LIGHT �_I._.' I z WIRE SHELF' �`' - FIXTURE ITC N AX 51 I ". 1 ' 1 1 FOF y WALL-MOUNTED LIGHT FIXTURE KITCHEN • 26B C7 - -- 1....----- , w W/D -i r - - - . • 24 26B MR GYP ON 4A 0 , _ ao REF REVISIONS --� - = '�=-_=---'-•:-.1,47---,'14.1.7::'÷-1 '• EQ- .� EQ •. . ' W -_ _ DASHED SIDE , .., I ,'1 . 1 - • ., -, ,, , cv MOISTURE GYP BOARD ' .1 ii L ; ,` BA 3A 1 s ; I ENTRY _ ___ -- "BATH .;-- 'CLOSET �„� ;_ , w T AX-5 11 3BEn ELECTRICAL PANEL SEE 14/AX 8 11 Author Checker w `� COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY _ - ' o' .-( 1:;"'' _- ,,'•-EQ - _ BATH ' ! - I I _ % w - j 3C EXHAUST PERMIT SET M - - - _ toClil • , - a - ENTRY,- . IF _ :• ,,., - . i I 7 , EXHAUST WALL VENT • I U - 1 i i STATUS g 03.29.2018 l` " '� • 1 -I i v I • 1 DATE Di jt, EQ jt, EQ jrENTER »III"' OVER I 17052 MOISTURE RESISTANT PROJECT NUMBER VANITY 1 I GYPSUM L ;- L -- 5'-23/4" , 3'-81/2" , 5'-51/2" 9'-01/4" c AXE 5 11 I ■ 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" SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. 1 1/4" 30" FILLERR ,, GENERAL NOTES - UNITS / �,.\ \ '� ': �-� \ 7 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF / \ �0 10 - � ROUGH OPENING UNLESS OTHERWISE NOTED. ,� �- - �, �\ , B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS OPEN LEGEND SEE COVER SHEET. Otak A ects, Inc. \ -,•-'� --T \`� ----T BEYOND C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue, Suite 300 i ` ' ' \\,Q .•�� \ SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po =nd, OR 97204 / SHEETS. ma 503.287.6825 • www.otak.com 7 \ O d D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE • - Eli I- ~ 7 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. iNim I --CTO t2 c- _v 't- o co kr co n o E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL :Iiii I` m 4 0 INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR M / �,.� //�,.�\\ /f.. \ 4 \\ 09 FLOORS. :AIAIV R.FL EVER O 0 F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE °%)ORTLAND, ° ''� M M /' FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS OF 0 \\ (TELEPHONEJTELEVISION OUTLETS RECEPTACLES ON _ WALLS SFIALL BE - - v► •, 3. • •• ABOVE FINISHED FLOOR.ED BETWEEN 15"AND 48" 31 1/4" 30" 30" 12" 24" 24" 30" 1. 18" 3129/2018 REMOVABLE "I VERIFY W/MFR ERIFY W/MFIf' REMOVABLE '1 G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. • 4A 4B *SEE 16/AX-8.13 FOR SINK CABINET DETAILS H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION A~~ REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS INTERIOR ELEVATIONS KITCHEN FOR ONE HOUR RATED WALLS. - � v �-� '-� ellSCALE: 1/2"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBGP R O P E R T I E S FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 01 04 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 02 ® DRYER REQUIREMENTS. CONSULTANT 04 •A. 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. • BLYOP +KING i i /// IIIIIII N. WATER HEATERS TO BE STRAPPED TO i 08 ) WALL SEE 6/AX-8.13 t i I i to _i ~ co , r �-1 I �,L�, 09 J J 05 #77779(77 r 1 ' ' •f O ' 09kr n INTERIOR ELEVATION KEYNOTES L. J . ... .,._ , .... . .... , - 1. SHOWER CURTAIN ROD 28" 16" _ 60" 2. TUB/SHOWER ENCLOSURE •, 35" 36" 1, 44" VRFY W/MFR '' VERIFY W/MFR REMOVABLE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE SHOWER CONTROLS 1/AX-8.11 CO C■ 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 I NTE RI 0 R ELEVATIONS BATHROOM W SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING E EQ EQ _ 10 -0 •LImm 47 23'-5" c. 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ Adak UNDER CABINET. SEE 2/AX-8.11 Ye 12'-8 3/4" 10'-8 1/4" GUARDRAIL 9. BASE AND WALL AND FLOOR FINISH CONTINUED < 0 • -8.0 ; OVERBUILD SLOPE BEHIND APPLIANCE a SLOPE L ,• ! ,� -- T r 1 10. RANGE EXHAUST HOOD t e,...... i = t © i 11 COUNTER34" Elj 1 � ; SINK RIM AND WORK SURFACE TO BE _ r . I -?-, ; 't N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N • -8.0 -8.1 ' DECK I OTHER UNITS Q = M AT SILL 1 c ; . , : +" DECK �" 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" I N ` MAXIMUM AFF. OFCI f` : .: , { • - - 13. WASHER/DRYER LL c � O 14 PAPER TOWEL DISPENSER ^ L. a ` I: _ _ 1�4. EQ• - + 15. SOAP DISPENSER immW r ' " ' f , ; • . . :. - N LIVING ROOM r�-.' BEDROOM - = o Q 1 z -.' LIVING ROOM „' ' _ ' • iv 16. SEAT COVER DISPENSER 1` (' ^ _ .1 0' ___.. `O 17. TOILET PAPER DISPENSER 7 1/2" 2'-8" ;8' 01/4" o - ' • •_ - _ - BEDROOM' '_ ' •• _ •' 4' TITLE W 1 UNIT LEGEND # DATE DESCRIPTION . _ ' ' fl. 11X8,12 26 BR N =-' DINING 0 C SMOKE , '� * ,1; I L3 O E DETECTOR DINING - ' --•._,_,---- 5 - EQ Q i • •2' 0" 6'_0" L �J CV `�' _a " .�' `- • • �� o i=- n MOUNTED LIGHT CEILING SURFACE .r .'-26B 26B BELOW �1 N W WIRE SHELF i� FIXTURE t 0? \ / - -_, C.)", YL< « I LiAl I '+' • D - FLAB/MI o I WALL-MOUNTED LIGHT FIXTURE ------ DW I 1...-= ® N e4 --r `BATF.' CJ _-- -__ - I- -1 ._--_ - - - DASHEDSIDE REVISIONS w _ 7MOISTURE GYP BOARD , • •.KITCHEN •• :ENTRY d ^ --OVER 1r- 2 ' ENT , „ . VANITY KITCH 1 ENTRY EN; - 2+� _ E y Bim"3� N ................. Author Checker 5 u � s'rELECTRICAL L SEE 14/AX-8.11 r- } °D + ' ---- --_-_.. _- i i cD I ' COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY - • OF .. . r -"` PERMIT SET , • ' - W to I So W '' = . ' i l EXHAUST -, - REF an -5.1 STATUS , 1 I EXHAUST WALL VENT , 0 I . „_ ., gi- 03.29.2018 CM d I 1 DATE .1, EQ 1, EQ , EQ EQ ' EQ L EQ L I I 17052 • • MOISTURE RESISTANT PROJECT NUMBER c • GYPSUM 8'-11 1/4" 5'-51/2" . 9'-0 1/4" 1 2 c. Ax_5 A )(-5 . 0 UNIT 1 BED - TYPE A - RCP UNIT 1 BED - TYPE A 020180TAK,INC. !f this drawing is not 24"x 36",it has been SCALE: 1/4"= 1'-0" • , SCALE: 1/4"= 1-0" reduced/enlarged. Scale accordingly. 01 ) GENERAL NOTES - UNITS < 01 04 j 02 02 lkii„ ��� / A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF > d ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS �-( 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 i www.otak.com eill BLOCKING-TYPO D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE U AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. �; •1, ) a SHOWER r �� h r E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL �, CONTROLS i i n n o J INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR ' ' 3721 I4I II ;MAN R.FLEENER I r FLOORS, �(`J) F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND �` �� OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS PORTCANQ,OR /�' eel \ I (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 ABOVE FINISHED FLOOR. v 3/29/2018 r 21" 21" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 35" j; 41" L 30" 1 12" i' 60" L RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. `, VERIFY W/MFR `' '' VERIFY W/MFR '' 4A 4B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS t INTERIOR ELEVATIONS BATHROOM FOR NE HOUR RATED WALLS.PLUMBING PENETRATIONS. L 5Thrm ' - SCALE: 1/2"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 1 1/4" J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 30" BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ FILLERR •` DRYER REQUIREMENTS. CONSULTANT / / K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. ��'\\ • �• / L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES - �� �\ - \\'\ O U` `\ i--{ 10 ) ,' . / AT ALL FLOORS. '�- '� ,' `\ \ � M. ALL FAUCETS TO HAVE LEVER HANDLES. •� ,� , \OPEN _,� ,-- -_7-_ �____�_ BEYOND\ N. WATER HEATERS TO BE STRAPPED TO p / WALL SEE 6/AX-8.13 11 p O / / O -v I miNi o o O 0 0 o _�` CO �- o O O O ° m m ,„ N �' �' n INTERIOR ELEVATION KEYNOTES chi / - N / . / N N // / i 1. SHOWER CURTAIN ROD '5"-- I- 'h-3, ',---'��- 2, TUB/SHOWER ENCLOSURE 31 1/4" 30" 30" L 12" f 24" •VERIFY 24" MFF ' 30" 18" VERIFY W/MFR VERIFY W/MFR 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 1/AX-8.11 CO 4. LIGHT FIXTURE CENTERED OVER MIRROR KITCHEN VIEW -1 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z • SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING >. 20'-5 1/2" 33'- 10 1/2" q Elwin 8. REMOVABLE CABINET, CONTINUE FLOORING Ct 1 11 12'-8 3/4" ,, 10'-5 1/2" ., 10'-8 1/4" UNDER CABINET. SEE 2/AX-8.11 GUARDRAIL WHERE <1 -8.0 OVERBUILD SLOPE I tT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 /- BEHIND APPLIANCE a sl .....1,......0 _...__.... ...._..........__..................._...._...._...._..............................__..................................._._. .. , r ........... . .t r / 10. RANGE EXHAUST HOOD SLOPE• 1134" . , .• . • , ,. _ , , g SINK RIM AND WORK SURFACE COUNTER TO BE - ' + } iv MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL cn N DECK ! AT SILL -8.0, DECK I a. i OTHER UNITS = co LEVELS 2 _ • • . - j . 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" N F- N- , co EQ - r �Q MAXIMUM AFF. OFCI ti , J � et 1•-� Li j -,C ', - • 13.WASHER/DRYER Cn IL % ' _' 'EQ; • % 'EQ'-; :. ' , • , ,EQ - ' • ' . .EQ' •- t_- o 14. PAPER TOWEL DISPENSER 0 ,- . • w H 24 24 ff.a SOAP DISPENSER . cc I- s- - - ` 16. SEAT COVER DISPENSER O Q - - ' - " LIVING ROOM • - •' - ' . • ' ,.)2 -' • - ' .-•, - ' o o I'- _ _ _ter a, 17.TOILET PAPER DISPENSER p.... ~ •' LIVING ROOM BEDROOM 1 BEDROOM 2 TITLE ' - -2-'-' . • _ BE_DROOM 1 :B_EDROOM 2_ ' " = - - r w 6'-0 1/4" = UNIT LEGEND # DATE DESCRIPTION 1 - - ; fik , 6'-4" 00 N -8.1 E[A O SMOKE DETECTOR �' • -• • = ' -', • '• - • CLOSE T- •• - . - - , '. -, CLOSET . 1 " �- N co L CL1 % CEILING SURFACE MOUNTED LIGHT - ' .. ,• ,, w 26B 26B BELOW N WIRE SHELF FIXTURE EI 4- YL-< • BR WALL-MOUNTED LIGHT FIXTURE • _ EQ Q . I o ok A 1 i CLOSET I I -- -'44-.4- i.• � , w ----- DW AX-812 • ..._ __._._.._... _ BA WIRE SHELF MR GYP ON , _ _ E w " KITCHEN • :ENTRY'' - ,, --- --- ' t`L ___..__... t DASHED SIDE MOISTURE GYP BOARD REVISIONS = - HED . . , , I 1 1. ' N , , , N F z -, ENTRY ; 1 .0 I i... ;.. .( KITCHEN Ax-5.13 , , Author Checker , , i 5 w - ELECTRICAL PANEL SEE 14/AX 811 24 v CLI o -� i i t r .._..--.._.._...... ISO F ' , r-� BATHI COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY - •• , - . . �-�� �:.! .i.. � ./- .� -1 4 - W ' ; -, n „- r =---- REF o0 24 EXHAUST ET , PERMIT _ _ p D) r -- - - W D I STATUS 40 _ _ i I ! -WALL VENT I ua l`r 0 d 1-. I EXHAUST - I I 1 ...r Cl. I , `r--� 03.29.2018 CENTER d b ' I DATE i OVER 17052 • I i VAIIJITY i i MOISTURE RESISTANT PROJECT NUMBER GYPSUM --0* EQ EQ EQ `, EQ , , 3'-0" EQ EQ L 8'- 111/4" 5'-51/2" 8'-91/2" 10'-81/4" q . AX-5 13 1 )(-5 . UNIT 2 BED - I - TYPE B - RCP UNIT 2 BED - I - TYPE B ©20180TAK,INC. If this drawing is not 24"x 36",it has been SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. • FILLER 30" .4 GENERAL NOTES - UNITS A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. ,.....iiimilie000,4 166, , Z '^\ \ �� \\ - B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS 1'�__\\L_ \ / Q , _�'�/ \\`}_ Q _\ _ 10 LEGEND SEE COVER SHEET. Otak Ar ite ts, Inc. �� \� / �� \\ C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 ird Aven e, Suite 300 •\ ,, OPEN \\ //' / SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia , OR 97204 ----T- BEYOND -� --- --T- // 08 SHEETS. main: 3.287.6825 `\U 1/' / \\, 11/ �,' vr-w,otak.com / v tl 09 ) D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE O / \ AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. r p E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL d ' , 40 co '�_ • n 08 m % / oo INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 720, iv o o-)/ 0-j 0 0� o __� FLOORS, I o I // -< 09 ) _ �„ \ F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND • O x,'11IN \\ ,�'� NN \ \ ` m OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE %RTLANO,OR FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS ' DW - -\ e-er -- ~ (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON „ . ,- // cn WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF ,`�\ �,'/ ABOVE FINISHED FLOOR. .. -- ./ - - - 3/29/2018 �. % i r- . ., •� • G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP iRANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST o I. 24" 24" 30" �, 18" 30" I. 30" 30" ' CONTROL AT GROUND FLOOR UNITS. ERIFY W/MF REMOVABLE VERIFY W/MFR REMOVABLE VERIFY W/MFR H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION --µ 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 -t ` ' II 1_,,, FOR ONE HOUR RATED WALLS. U �- INTERIOR ELEVATIONS KITCHEN I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR PROPERTIES SCALE: 112"= 1'-0" FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER I 001 < 01 )--N 04 ) DRYER REQUIREMENTS. CONSULTANT 02 ( 02 \ I c. 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 WALL SEE 6/AX-8.13 --{ 08 BLOCKING -TYP -N / 09 ) i I 7 N r l I nLn 11 Lir 05 L J L J 6 I :=.jr O L J ocn n INTERIOR ELEVATION KEYNOTES J / / 1. SHOWER CURTAIN ROD .1, 18" 34" 60" 36" 15" 2. TUB/SHOWER ENCLOSURE VERIFY W/MFR VERIFY W/MFR REMOVABLE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B *SEE 20/AX-8.13 & 8/AX-8.13 O.H. FOR SINK DETAILS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 INTERIOR ELEVATIONS BATHROOM 4. LIGHT FIXTURE CENTERED OVER MIRROR • • SCALE: 1/2"= 1'-0" 5. TOILET PAPER DISPENSER @ 18"-24"AFF W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 33'- 10 1/2" q 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING i' 111 � EQ EQ 1 �,�, 20'-5 1/2" ilk • 12'-8 3/4" ,, 10'-5 1/2" ,, 10'-8 1/4" �� 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ UNDER CABINET. SEE 2/AX-8.11 Ce • / -8.0 OVERBUILD SLOPE GUARDRAIL 9. BASE AND WALL AND FLOOR FINISH CONTINUED < 0 f BEHIND APPLIANCE C SLOPE --- -----• �� I E • -------- 1-- < Ffi i. at ,I 7...._______/, 10. RANGE EXHAUST HOOD . . . ., , • ' • ', - , •• • ' _ I I 1 , I } I _ 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" �/� N 1 , ` MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF,AT ALL V c ; 1 ;`_ ; ' :. • I DECK -s.1 ;-� a DECK OTHER UNITS Z cn AT SILL i O , = co , - - - / :a• 12, MIRROR WITH REFLECTIVE SURFACE MOUNTED 40 I RI I J. ._ ._._- MAXIMUM AFF. OFCI ti • W ��- - - , , ,, 13. WASHER/DRYER ''. • LL 8 O 14, PAPER TOWEL DISPENSER :EQ. LIVING ROOM W N- 0 .. _ LIVING ROOM", - • • ,-: ' ' , •,. , ',.,',.• - I0 W� : ; • ' ` . , a 26B 24�---- 15. SOAP DISPENSER I- , w Z N16. SEAT COVER DISPENSER • 0 BEDROOM 1 -• - •- . - - BEDROOM 2 o, - 17,TOILET PAPER DISPENSER „ o 0 , • • • : / • - 41 611 . 1 BEDROOM 1 "rr _ TITLE _�r- - , %i ' . • ,' •' fi�rr ; - '• Q 1�ROOM 2 ' ! 00 ,•' tt] , - \ # DATE DESCRIPTION • • UNIT LEGEND _ _ - ° k, : w DINING :__.._...-.-___........ 6' 0 3/4" N " CL3 -�._.- 1 o , SMOKE DETECTOR .DINING r ' ' • _ - _ , _ 81 o )2 _ ' 1 0" " N • , , , , i _ 1 CEILING SURFACE MOUNTED LIGHT I CL3 r t 1 V_ *Il I I N. • • • • ••• f O 26B O BELOW fu.. O FIXTURE _ _ = u_ u_ u_ WIRE SHELF �� ; , 1 - ,.• ` , ./ r- I 31. !~ 'BR _ ... WIRE SHELF N "."---1,‘. ‘:= • '.. - • .. : ;" .:. ",e,'V ' 4:1', ,..s,rE .t , WALL-MOUNTED LIGHT FIXTURE , , 0-1 EQ �Q , s c EQ L' 'EQ - W W I I AX-8.12 ! /'" 11:1.1 \\1 1 MR GYP ON w y • •r' _ --- ___ �- - iCO Dns SIDE MOISTURE GYP BOARD REVISIONS , • _ - 5.1 A 3 aIr i B • � KITCHEN I BATH I. I Ax-5 14 ENTRY ^I . I ATH. a ,� � I , w • - - 1 IELECTRICAL PANEL SEE /AX-811 t Au hor Checker KITCHEN_ • • ' '' ' ' ' . ' I i i ---' - .FOF� CL4 ( - - �4-71-.' COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY - - I • w -, • •,.f _i ' �- - W D -- EXHAUST ET o__r� Li REF --- tQ 26B STATUS , • • • 0. ii fi .' - ' '- . , - ' , 0 r .__. _._____ @ I I IT( 1 EXHAUST-WALL VENT 0. • „, I03292018 `d 1 I I DATE CENTER i o N OVER MOISTURE RESISTANT 17052 M ` VANITY GYPSUM PROJECT NUMBER in 8'- 11 1/4" 5'-5 1/2" 8'-9 1/2" 10'-8 1/4" . AXE 5 • 11 4, 6 UNIT 2 BED - TYPE A - RCP UNIT 2 BED - TYPE A ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been • -5.1 • SCALE: 1/4"= 1'-0" • • SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. GENERAL NOTES - UNITS ot . k 01 01 . A04 ) 02 02 �-- d 10 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. _..,...„.....0-74 IL. 12 \ / ?_��/_-\�L O OI / *r q __ - '/ \. \ B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS A - 1----' ---- - LEGEND SEE COVER SHEET. Otak hit- ts, Inc. r `. /' \� --- �' C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third Ave ue, Suite 300 .\ / \\ �/ SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portl-: d, OR 97204 05 I / `� /// ,J O 11 SHEETS. main 03.287.6825 ' .otak.com MID aD. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE C. _ _ 1 i- AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. u, � q _ nen 4 , � 11 of rr co E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL *moi INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR L J SHOWER L i i I o ti 1 o a 721 ' o - ,1i �. BRIAN R.FL ENER F i CONTROLS u m FLOORS. 4 i CliJ II- - o L. '�1 • O u`t, F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND /' F' OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE I , m krDW to FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS VIAND,OR �� �' M �, rq „ , - - WALLS SHALL BE MOUNTED(TELEPHONE/TELEVISION UBETWEEN 15"ANDTLETS 48"S ON n J ,, „ , „ .„ , - - - - , , ABOVE FINISHED FLOOR. DF a a� . . I I‘ �� ,,,,,,., „, ,,, „, „ I • •6 ‘, 3/29/2018 21" I_ 21" J' 30" 24" 30" 30" 24" 21" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 60" 35" 41" 30" IL 12" VERIFY W/MFR VERIFY W/MFR .i• kIERIFYW/MF " HIGHEST / Jf •, CONTROL AT GROUND FLOOR UNITS. VERIFY W/MFR VERIFY W/MFR H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION A- REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS ( 1 -1--1--I,r f i } 3A 3B 4A FOR ONE HOUR RATED WALLS. - '� V '`� I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES illi INTERIOR ELEVATIONS BATHROOM10 INTERIOR ELEVATION KITCHEN FRAME DETAIL AND HINGE JAMB DIMENSION. LLC SCALE: 1/2"= 1-0" SCALE: 1/2"= 1'-0" J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 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 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 6'-0" 10'-0" i. 32'- 103/4" - - 8. REMOVABLE CABINET, CONTINUE FLOORING A/ • • •� 22 2 1/2" •� 10 8 1/4" �� UNDER CABINET. SEE 2/AX-8.11 Y� •� GUARDRAIL WHERE 5'-0" ,,1'-8"it_ O ' IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q o • -8.0 r OVERBUILD SLOPE BEHIND APPLIANCE a w r . » „! ; JIT .. 'fi r TI Ir j rr ! .h .1• 10. RANGE EXHAUST HOOD < Lifl L� PE SLO �- �• 34" SINK RIM AND WORK SURFACE COUNTER BE CO N i I ,� N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V • .r y I ; . DECK -8.0, w DECK i OTHER UNITS Z M • 111Ca a � N - _. . - , _ . , - - • , -'_ -• , -'� = .,w- - , • - AT SILL - O • -� �. 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = N CO LEVEL 2-4 MAXIMUM AFF. OFCI 6- .' -�" DINING LIVING ROOM ` 13. WASHER/DRYER r•. _ LL a� O • , '; - - ' - - . BEDROOM 2 ' ' • 14. PAPER TOWEL DISPENSER •' • ; . _ - 24 15. SOAP DISPENSER a . . o DINING LIVING ROOM = ; EQ EQ w Niv = ' C[ �- • s r N 3' 31/2" 16. SEAT COVER DISPENSER N (9 Z I,- - BEDROOM 2 17. TOILET PAPER DISPENSER • - �- - - AX-5.15 6 ro ` . • . „ TITLE UNIT LEGEND # DATE DESCRIPTION "; •` KITCHEN KITCHEN;,_ E- _ „ • = I ` 6'-01/4° - Lu , EQ Q C� C , 1 ! j N Co „ � i - FOF._ a, _ .. EY O SMOKE DETECTOR -=r --= ' i -- ' ` - - ---- I -BW- -- - - ---- REF i °° �n p - .: L,DTD] r "� iYi i CEILING SURFACE MOUNTED LIGHT r ' r. :, I. ' • , �. -c-- c> �� FIXTURE rY _ . 266 BR ' - - ',� V Z 6 . I WALL-MOUNTED LIGHT FIXTURE C7 )iii ;-- MOISTURE RESISTANT / J 32 CLOSET W _ ' BEDROOM 1 ' = : , - , �"- .a • , • ' -- • - • . ' ,' CLOSET" ,., W • GYPSUM Q _ • WIRE SHELF DAs SIDE REVISIONS ' MOISTURE GYP BOARD , • w • '. •- ' ENTRY 6 MR GYP ON HED . , , -, EQ EQ . • - . - - - - I. _ BEDROOM 1 SE - 24 u. or". --0 3A MI ' w _ ai _ r- ELECTRICALAuthor Checker . •B J . ' ,�... ATH: '''•, w -�2 I PANEL SEE 14/AX 8 11 Ch ck } . ' • • ENTRY_ _ ® J w COORDINATE WITH �d • - - in V BATH 36 I H ELECTRICAL DRAWINGS DRAWN BY CHECK BY i , •_ , . .. • ., i • % �/ , IS- ' . - re . :�, d J 1 --r - -- . _. `O EXHAUST PERMIT SET • - , , - W 0 CO I CI � STATUS ., % - - - � I � ______,„ I p 1 1 i7 1 EXHAUST-WALL VENT s C , , • , . . . ., •, ;:, ,, , ,... ,:,_.: .,_:_.:_ -;. , i'"`C- 1 . •. - L 'l , I 1 03.29.2018 1 ; \ � d I DATE U CENTER • i o \__ 17052 OVER MOISTURE RESISTANT VANITY I i GYPSUM PROJECT NUMBER EQ EQ EQ EQ � 10'-10" ,2'-6114' � 5'-43/4" ,r r_ •, ^ • 3'-51/2" 10'-81/4" ---4• ., . q Ax...5 . 1 5 UNIT 2 BED - II - TYPE B - RCP UNIT 2 BED - II - TYPE B ©2018 OTAK,INC. if) If this drawing is not 24"x 36"it has been A SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. GENERAL NOTES - UNITS A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ( 01 01 04 LEGEND SEE COVER SHEET. Otak Ar . I 'Cts, Inc. 10 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW hird Av= ue, Suite 300 02 ( 02 ® - /� \\ 14 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Porti .d, OR 97204 �� \\ SHEETS. malr�03.287.6825 �. 08 \ II II ,� .` O 0 - - ,� . . \ vvw.otak.com 09 - ,' `, `,' `\ , 11 D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE �. /• ' `. �'^`� ,' 08 ) AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 05 / ``�l Q ,' ``.i" ,' \\�11 11�'/ ,/j 09 ) E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL ,•'�,y • 08 INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR . .i® 72Q i FLOORS. BLOCKING-TYP ( 05 09 ) MAN:: �ILR i _ 4-: F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND e OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE �' ti - m FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS VIAND,OR / - - - - SHOWER - - - I r I -Ii .! _ o _ _ n n '� J L J i� S�j (j tj - (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON r , CONTROLS r r� ,/0 m WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" ` ` ///� ��\\ o fes\ f i 1 . ABOVE FINISHED FLOOR. L J I ,N 3/29/2018 ONN, / G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP I I o Tr DW --\ RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. O _ _ _ - H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION . , r 'N--- , , , , •• •,. REGARDING OUTLET BOX PLACEMENT AND DETAILS „ • 30" 30" 30" .' Jt' 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS ,_.r illi t -I Lir-C-1.1.111-1--, 60 1 35" 30 MIN 12" 1 - 11 1/2 1 -4" /- •I► �. •r 30"MIN �, 24" �, 15" FOR ONE HOUR RATED WALLS. U VERIFY W/MFR REMOVABLE 18"MIN VERIFY W/MFR REMOVABLE VERIFY W/MFR REMOVABLE "VERIFY W/MFE4'c. I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR 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 A SCALE: 1/2"= 1'-0" I . 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 I 5. TOILET PAPER DISPENSER @ 18"-24"AFF W q 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 5'-0" 1'-8" 6'-0" • ,, 9'-9" 32'- 10 3/4" 1 .* el ' 1. Aft Emil 22'-2 112" 10'-81/4" •� 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING -8 0 GUARDRAIL 8. REMOVABLE CABINET, CONTINUE FLOORING Ce OVERBUILD SLOPE UNDER CABINET. SEE 2/AX-8.11 I SLOPE Q -._..._, .. 1 !c -. , ! x _ r r....._, i �r. ,�� „ ._,. I r 9. BASE AND WALL AND FLOOR FINISH CONTINUED , , _ _ •• •_ •I_ , • , .- , • • -... .....__-__..._._. � BEHIND APPLIANCE _ . , , .` ' _. , - - - 1 ; - 10. RANGE EXHAUST HOOD • } DECK • -8.1 o_ DECK o Q 1,-LAI AT SILL I ' Y u�-- I ',� in 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" Cr) N I -• • . - I - ALL TYPE A UNITAND 36"AFF AT ALL I • - - - . - • - - - - OTHER UNITS - , - - • MAX AFF AT S Z IF-- DINING LIVING co ,*__. _ -' K, , • = • 12. REFLECTIVE SURFACE MOUNTED 40 I = MIRROR WITH ommN MAXIMUM AFF. OFCI t�- _ • ' • - - -26B O fid) Z • DINING , ; , , _ :LIVING , _ . .... . _. , , _.BEDROOM 2 BEDROOM 2 13. WASHER/DRYERLE- �„ LL 8 0 w a ,. 3'-3 1/2" . 14. PAPER TOWEL DISPENSER CO . ., . , _ . _ . . _ . - • -. . - • . . �- . . _ � W do ^ •- • f. _ 15. SOAP DISPENSER 1 w I- rn 16. SEAT COVER DISPENSER O C7 - AX-5.16; 26 �� . = Z , z KITCHEN 4A 17 TOILET PAPER DISPENSER ' ~ -_ W - - --- , = . - '� ' i Ir TITLE , , • KITCHEN w i w , ' - # DATE DESCRIPTION UNIT LEGEND - -_- -O- - REF - //� CO -� r DW o o `" _..____._._ ` SMOKE DETECTOR I a T Oo _ _ O W � +� I54 - NA / EI--] __ BRi i CEILING SURFACE MOUNTED LIGHT p I FIXTURE • : _ = • w RESISTANT / I I i a, } I WIRE SHELF -: _ BEDROOM 1 GYPSUM r , w -�' MOISTURE ,, , _ '� , WALL-MOUNTED LIGHT FIXTURE _ , , , 268 - _ _ . _ w \ MR GYP ON REVISIONS V _ , , _,LL- I 03 ,/ O � - ; DASHED SIDE 'BATH' � _ ._.:. , 3A - I . v� AX 5.1 sI MOISTURE GYP BOARD l� ENTRY' -._._... ENTRY ,' I M �� a ' _ :. f - BEDROOM 1 w BATH..._38 ,` M ! • - r a 'v v i01 '- ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker _. • . ; s. w �- -i I ! I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY , 6 ,4 r _ ;i ` , 1• ~....... _ Icn CI me ,k- EXHAUST STATUS SET rY� 11Q1 s •CENITER i 177 1 EXHAUST-WALL VENT OVER _ I 03.29.2018 VANITY 1 I DATE EQ MISTUREQ • EQ , EQ ., GYPSUM E RESISTANT 17052 •" " ^ 10'- 10" • ,,2'-6 1/4" , 5'-43/4" 3'-5 1/2"• �, 10'-8 1/4" j PROJECT NUMBER c UNIT 2 BED - II - TYPE A - RCP UNIT 2 BED - II - TYPE A A)(-5 . 1 6 SCALE: 1/4"= 1'-0" • : SCALE: 1/4"= 1'-0" • ©2018 OTAK,INC, If this drawing is not 24"x 36" it has been reduced/enlarged. Scale accordingly. 01 otak X 01 }�. ( 04 ) GENERAL NOTES - UNITS 02 02 J. q • A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ® ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS _iiiiiii• A ht, / LEGEND SEE COVER SHEET. Otak A • ects, Inc. BLOCKING -TYP / C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third enue, Suite 300 05 )-� I I SHEET VERTICAL AND HORIZONTAL ASSEMBLIES P land, OR 97204 1 i (2_8i----....... I I 15 3/4" 15 3/4" O SHEETS. m in 503.287.6825 1 / ci www.otak.com t.t-, r ti �/ I D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE SHOWER I -1 ••••• •• n n •• AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. r CONTROLS m '• :f a ��'r/\J ' o ® E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL -` ` J II 9\ INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR a! 372 F FLOORS. BRIAN R.FLEENER4 M F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND ��� _ __J . . illI I OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE %ORTLAND OR FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS I L 191/2" 21 1/2" • (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" Op 0 ., ABOVE FINISHED FLOOR. 60" .•• 35" 41" 130" 12" 3/29/2018 / VERIFY W/MFR VERIFY W/MFR • G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 4A 4B CONTROL AT GROUND FLOOR UNITS. H. SEE DETAILS .11 & 10/AX-8.11FOR INFORMATION - 1, INTERIOR ELEVATIONS BATHROOM (OPT A PER 1004. 11 .3. 1 ) REGARDING OUTLET BOX PLACEMENT AND DETAILS 11JAX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS rte.. 1-•`-i t� L_ SCALE: 1/2"= 1 -0 FOR ONE HOUR RATED WALLS. __ -.-- I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PRO P E 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. \ - -- � \ \ L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. / ` N. /t' \�----�, i-- / M. ALL FAUCETS TO HAVE LEVER HANDLES. \ \`\� �,�/ \\ ' N. WATER HEATERS TO BE STRAPPED TO ._ WALL SEE 6/AX-8.13 A11 ) O _ V i _� n kr n f 1 C I I 1 °O o0 O om / \ DW `° n INTERIOR ELEVATION KEYNOTES M 1. SHOWER CURTAIN ROD VERIFY3MFR 30 VERIFY W/MFR 30" J' 3011 ERIFY4WI MFF ' 151 " 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3Ac„ 1/AX-8.11 45 �■ 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ INTERIOR ELEVATION KITCHEN Z SCALE: 1/2"= 1'-0" 5. TOILET PAPER DISPENSER @ 18%24"AFF W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 43'-5" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 4'-6" ,1'-8" L 6'-7" 20'-5112". . • Alk i. 22'-3 1/4" 10 5 1/2" 10 -8 1/4 8. REMOVABLE CABINET, CONTINUE FLOORING GUARDRAIL WHERE IT OCCURS UNDER CABINET. SEE FLOOR 2/AX-8.11 1 I 1 • • -8.0 OVERBUILD SLOPE 9. BASE AND WALL AND FINISH CONTINUED � 0 i--- BEHIND APPLIANCE a ° rpr. . • i ` .. ■ I I ` . ,-- - -- - -- .1, -II 1 1' . =I 11- 1 �" .`. 10, RANGE EXHAUST HOOD W ---.__.._.._....----.._.___.___._ _._ _ SLOPE 3 " . COUNTER - I MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.� SINK RIM AND WORK SURFACE COUNTO BE �/� N 1 I - AT ALL V♦ z DECK I • -8.0, ww DECK I OTHER UNITS co j AT LEVELS c: 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = CO .. I 2-4 MAXIMUM AFF. OFCI ti • 1‘ 1 I DINING LIVING ROOM • 13. WASHER/DRYER IX - 14. PAPER TOWEL DISPENSER _ i a 24 24 CO DINING' LIVING ROOM 4. - ' 15. SOAP DISPENSER LU i cc I- ' I '' w N N BEDROOM 2 BEDROOM 3 ' �, r` 16. SEAT COVER DISPENSER = N- w 3'-3 3/4" C4 EQ Q E " - - - 0 17. TOILET PAPER DISPENSER IT ~ - It] EQ -EQ • • . _ - , TITLE ., ��- _ .' , KITCHEN ____- M, UNIT LEGEND # DATE DESCRIPTION . •• , _ . , _ . . - - - , , f.�•-� i .-, 6' 2" 5' 91/2,. , BEDROOM 3 •' w - - ar BEDROOM 2 a � ��- AX-5 171 ' 1 111 • • I I I I ! ! ! N W 2' 10" • 00 1 i 3A o ;_ ' KITCHEN. < ; _ , :. , . - • • _ • „1T L L__,_ _._ _ n SMOKE DETECTOR = I I 1 FOF,� O - - r - - - REF °. "' D ,r . 1 - '• BW I I = EQ T ._._.._._..._ WIRE ELF WIRE SHELF SURFACE MOUNTED LIGHT -EQ' j EQ • ,, EQ• I 1 H E S F CEILING �-_- , , r _ 0 '• - '► m CV FIXTURE u • • �7 ICLOSET 1 MOISTURE 26B U -Z FI--1• ' • ENTRY ' - ' • ,•• RESISTANT - �, I ' WALL-MOUNTED LIGHT FIXTURE -�" - GYPSUM / a - , ' ' O • % • =' a r. ENTRY -ECI- , EQI•• ,- ' •EQ _1. ' EQ w • • , .. w _ �' BR CL1 w • BEDROOM 1 - w CLOSET' zs�a m DMR GYP ASHED SIDE �.. ; " N a _ -_ -- - `T� 1 a r •; MOISTURE GYP BOARD REVISIONS +--4 BEDROOM 1 L = i : BATH 1 ;BATH 2 a w A 24 - �, ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker •� - `� _ I ® I ' COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY \.t, v . , 17 - • • - • - - - - - - • - -w '� • � EXHAUST SET �- � � Ell PERMIT < _ . - i o o STATUS BATH 1•14B BATH 2 4B , • OPT-A .,- w01 I , 0 I I -WALL VENT ,� _ • _ � J --- � -- � I � � � EXHAUST - . I" ' . Y"`c'' I fl it I • 0 .29.2018 I , . ,� 1 ��- CENTER CENTER !! DATE OVER EQ . EQ OVER ► EQ . EQ ► 17052 . MOISTURE RESISTANT• 1 1 VANITY ' VANITY i GYPSUM PROJECT NUMBER EQ EQ EQ EQ , -, EQ EQ I • 10'- 10" ,2'-6 1/4" 5'-5 1/2" 3'-11" 10'-5 1/2" 10'-2 3/4" C. 10(15 17 ■ UNIT 3 BED - TYPE B - RCP UNIT 3 BED - TYPE B ©2018 OTAK,INC. 0iip If this drawing is not 24"x 36';it has been SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. /- 04 > GENERAL NOTES - UNITS / .-( 01 ) ( 04 )--N, 01 ) 01 ( 04 � 01 \ . Otak . ( 02 ) A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 02 �0/ 02 I }` 'I' f 02 / '► o :,Z ROUGH OPENING UNLESS OTHERWISE NOTED. 4. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS 12 ® LEGEND SEE COVER SHEET. Otak A ch ects, Inc, rC12.)--.„, C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third • 'enue, Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Poland, OR 97204 /---( 11 / BLOCKING-TYP -� / I I SHEETS. rr�ln 503.287.6825 BLOCKING-TYP / I I I I www.otak.cam I I / gla I I D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE / F-• C --( 08 ) Q 11 i 105 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. _ 09 / co \ q E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL -' d (( T - 1 I nLn r - - - - r - C 05 , nUn I r - 7 I r - � f - - - j a L L - - - - - J SHOWERL L _ _ _ _ J o L INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR X72 I- �� CONTROLS - 105 > �� r C=.3 I I r 1 ' SHOWER FLOORS. L J c L JI I o CONTROLS BRIAN R.FLEECIER' ,-< 08 ) �J pN L - J I F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND • OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE ' / ,,s o ,, FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS PORTLAPtD,4R ' o EL c'' ,, (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ONIII A I WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" V ABOVE FINISHED FLOOR. .► - !• • 3/29/2018 L 25 1/2" I_ 16" 21 1/2" 20 1/2" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP • J.- •FJ?• .1, RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 60" _ 34" 12" 30" 411/2 ./' -alP 60" 12" 30" 42" 35" J._ CONTROL AT GROUND FLOOR UNITS. VERIFY W/MFR VERIFY W/MFR REMOVABLE VERIFY W/MFR REMOVABLE f VERIFY W/MFR H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION -` 4A 4B 5A 5B REGARDING OUTLET BOX PLACEMENT AND DETAILSA. 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS 1--`_-. ii.._ FOR ONE HOUR RATED WALLS. �' •,�._.,�-'-'ll_ ��-�"� INTERIOR ELEVATIONS BATHROOM 1 (ACCESSIBLE PER 1003. 11 .2) INTERIOR ELEVATIONS BATHROOM 2 PROPERTIES ; SCALE: 1/2"= 1'-0" _5 SCALE: 1/2"= 1'-0" IFRAME DETAIL AND HINGE JAMB DIMENSION.SEE 5/AX-8.14 FOR TYPICAL INTERIOR D DOORDBG 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 ////�\\\\ - ///�\\\ �6 L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. `. ,' \ ' ,' N. WATER HEATERS TO BE STRAPPED TO ',\ �t- -� _----7-- - WALL SEE 6/AX-8.13 . pp p pp MI O O08 4 of I n n ./ /� ,,. .0 a `-- 09 d Lo n INTERIOR ELEVATION KEYNOTES , 1. SHOWER CURTAIN ROD I r •• , 2. TUB/SHOWER ENCLOSURE 4 30" L 30" 30" 30" I_ 24" L 15" ,, VERIFY W/MFR '' REMOVABLE VERIFY W/MFR REMOVABLE ERIFY W/MF •' - 3. REQUIRED BLOCKING AT WALL FOR FUTURE UNITSTNAYS REQUIRED GROUND FLOOR ONLY. SEE 1/AX-8.11 3A 4. LIGHT FIXTURE CENTERED OVER MIRROR /10 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z INTERIOR ELEVATION KITCHEN W SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING -4Film 43'-41/4" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 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 A/ I. c- OVERBUILD SLOPE GUARDRAIL UNDER CABINET. SEE 2/AX-8.11 iii 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q 0 -8'0 BEHIND APPLIANCE Cl. w • / SLOPE ____, CC,,, . rt 1 t r... . 1r �- j, a i< rr �- 10. RANGE EXHAUST HOOD < Lli SINK RIM AND WORK SURFACE COUNTER TO BE 34" = ( N MAX AFF.AT ALL TYPE A UNITS AND 36"AF A • N • • _ I DECK -8.1 w DECK F. TALL „ }. Z `� a0 OTHER UNITS M I. I I AT SILL 0 , 6 -- -- ,' I "v 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" � I N N. • _ - • l'(;" • . .... . _ -�r , �Q 1,- .. MAXIMUM AFF. OFC/ �,, .r- I O? z , • : `° J ~ 13. WASHER/DRYER tt� Ct y, �'-A" ;; 5',-0" , 5'=0" 5' 0,1/2" DINING LIVING ROOM u. 14. PAPER TOWEL DISPENSER LL 80 „ , • ' , - _ _ •, . : ._ tt w BEDROOM 2 BEDROOM 3 0' DINING . " .. - • LIVING ROOM , • ` ' - ' '- •- tij ,, d '• • 15. SOAP DISPENSER , �.•_- : '• I• w i� u° w OQ _ ,. w = , / fY_ 16. SEAT COVER DISPENSER N- 0CO Z • 11 .` 17 TOILET PAPER DISPENSER ~ "� 1 i N - �' TITLE J • • _ • r DATE DESCRIPTIO _ I ' 3A1 N - N # i Zn __ UNIT LEGEND I i i i I OF -J , r- �w • - I I co 0 - BEDROOM3 _ .._. BED�POM 2• _ I --� - s. D st ,- - w - - REFCo 'n N • i-r-----I•---- -- -- -- i� 28 SMOKE DETECTOR ! - ' M '' _ _ .-........_..__..... - i SURFACE MOUNTED LIGHT tital I r CEILING LBR Ui ; • CL6 FIXTURE 26B z z I , 1 I _ ir . � , _• • r :• MOISTUREc9 v I I i l -i i� co -• - • ry` ' • �- RESISTANT _. J `�' `? 26 I r ! ' i r BEDROOM 1 . s'. 9.1/2" ar 901 " ' • /1 .; ALIGN Q I 1 I 1 R I WALL-MOUNTED LIGHT FIXTURE GYPSUM i SHELF , _ E •• •' • ' •• . �� �• ENTRY I= WIRE MR GYP ON - t • • • • • • • • l _ , • g DASHED SIDE REVISIONS NMOISTURE GYP BOARD BATH 1 ENTRY BATH 1' BATH 2 , a J BATH r ��•, __ QESSIBLEATI1 24 } 1 EQ EQ = BEDROOM 1 11 24 "iCD ' rY ioo3<�a ''�_ _. • ._....._ z v w 5A AX-5.18 - r` AJC-5.1 A ,�•, CK,TF Checker _ - , _ ® m ® ELECTRICAL PANEL SEE 14/AX-8.11 ( �.� _ I 1 COORDINATE WITH ELECTRICAL DRAWINGS RA CHECK BY . • �I �', ' • - � v - '.(- � - - •- " •• o '• � ..- • -, - - , . '-a ,-•• � b � o � 1 /; � `h: ';' o � DRAWN BY , . , , - T. 1 56 I I n I , o J L imicili ^_.,... e:.' _._46' y EXHAUST PERMIT SET • 0 J li --r- - --r- STATUS m _ - CI) m s • I `' I I m I WALL VENT I DI „ I . . - - - - I I EXHAUST _ - - - - - - - . � _ - ., � - - I"I;'G', . , - . ' . ''r 'C, � - � r a, A � � , � � 03.29.2018 • • CENTER CENTER v b I I DATE I • EQ EQ OVER OVER I 17052 �' •. •`VANITY VANITYMOISTURE RESISTANT PROJECT NUMBER EQ EQ _ie5112"L 2'-9" 3'-6" 3'-61/2" 3'-6" 3'-61/2" GYPSUM Jr 10'- 10" �2'-6 1/4"•� 5'-5 1/2" •� 3'-4 3/4" 10'-5 1/2" � 10'-8 1/4" Ax....5 . 1 8 UNIT 3 BED - TYPE A 1 UNIT 3 BED - TYPE A ©20180TAK,INC. If this drawing is not 24"x 36"it has been A SCALE: 1/4"= 1'-0" _5 1 SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. WRB WRAP OVER SAM AND MTL FLASHING FIBER CEMENT SIDING , N ' SEE ELEVATIONS Ir kSAM WRAP OVER 1 Otak A r i -cts, Inc. =1�1 FLASHING SEE PLAN \ � • , ;i METAL FLASHING i1 .'1 '1 WITH DRIP EDGE 81= 4 hird A nue, Suite 300 UNIT i I_ q ' METAL BASE Port =nd, OR 97204 INTERIOR i /=1 11 . Li ma 503.287.6825 FLASHING •"i www.otak.com %--''.:4%-.1' - '1 _%--' I SEE SECTION -.;- -V.�, NOTE: NO PRE-MFR TRUSS SEE • ' a ___z-± I�\ \ \\ BALCONY AT SIM RIGID INSULATION STRUCTURAL BEHIND HEADER RAIN SCREEN FURRING- 3720 DO NOT PLACE OVER EXTERIOR 0 FIBER CEMENT SIDING, WINDOW FLANGE BRIAN R.FLEENER4 j..-_!^ - SEE I STRUCTURAL SEE ELEVATIONS I( •• ‘30,RTLAND,OR • _...._.._................... FIBER CEMENT 1 . n........j._...i_...._..__;..... A i ✓ RAINSCREEN FURRINGSIDING ! l __._.._. HEADER, SEE '-f--I? _ I j 1 I RIGID INSULATION 4 LAP SAM OVER METAL -/,,,,/ LAP SAM OF C� I__.. _. STRUCTURAL I _J_______ BEHIND HEADER _ I I FLASHING . FLASHING OVER �! - i NAILING FLANGE 3/29/2018 I-7711 __ __ ; LAP WEATHER BARRIER i �M AND MTLR - OVER SAM AND MTL STAMP 1_._... __.....__. , =--r r .... N INTERIOR _._..._....�. FA N . ..... = I i FLASHING FLASHING ‘ks-i._ I ' EX - DAMTERIOR E DSHEATHING SEE I • � END DAM BEYOND, - �6SUBSTRATE ...-....- - PLAN I " • INTERLOCK W/JAMB '`- INSECT SCREEN WI �. 1/2 AIR SPACE MIN '� 1 - !! SAM WRAP OVER �- - �� I FLASHING AT BOT OF RAIN - --CM' �� ! ILL T2 ! r! -M- FLASHGPROFILEBELOW TOP OF AIR 1\4BEJzEPROPERTIES i - ECT BEYOND - - - -- WRB WRAP OVER SAM ` SPACE MIN AT BOT OF FILL GAPS WITH / CAULK VERT JAMB FLASHING INSTALLED LATER �\ e','-• AND MTL FLASHING CAULKCREEN, DO NOT FOAM SEALANT `� �'' ( -� INTERLOCK W/ OND, LLC APPLIED LATER JAMB FLASHING AT 1 - -I METAL HEAD FLASHING SET IN SEALANT WITH JAMB FLASHING METAL HEAD FLASHING ''�- L� _ ' APPLY SILL FLASHING \ BOTH SIDES OF \ i � END DAMS SET ONTO CONSULTANT HORIZ BELOW THE SILL. OPENING. EXTEND SET IN SEALANT WITH �+ METAL HEAD FLASHING FASTEN THE TOP EDGE \� BEYOND SILL FLASHING SEE SECTION END DAMS SET ONTO o SEALANT BEDDING JOINT WRAP 5/8"GYP BD SET IN SEALANT WITH OF THE SILL FLASHING AND ABOVE WHERE SEALANT BEDDING JOINT HOLLOW METAL END DAMS SET ONTO UNIT /END DAM DOOR AND FRAME SEALANT ALL SEALANT BEDDING JOINT TO THE FRAME. BUT DO WATER DAM HEAD FLASHING WILL VINYL NAIL NOT FASTEN THE INTERSECT. LAP JAMB - INTERIOR AROUND WINDOW LOWER EDGE SO THE � FLASHING OVER TOP � ,' FLANGE WINDOW FLASHING PROFILE VINYL"NAIL FIN" WEATHER RESISTANT 'j FLEXIBLE FLASHING AT OF SILL FLASHING _ FIRE SEALANT WINDOW _ NOTE: PROVIDE NOTE: PROVIDE /.\( BARRIER APPLIED SILL, LAP OVER LEAVE BOTTOME EDGE •` ' WEATHER WEATHER FIRE SEALANT LATER MAY BE SLIPPED WEATHER RESISTIVE UNATTACHED. WRAP AS PER WRAP AS PER UP AND UNDERNEATH BARRIER&WATER 17/A8.01 17/A8.01 THE FLASHING IN A - DAM, PROVIDE WEATHERBOARD ` • _• 0 POSITIVE SLOPE TO 0 FASHION. • • •• "- EEEERIOR WITH 11 WINDOW HEAD AT BALCONY - F.C. 7 DOOR HEAD AT FIBER CEMENT 3 WINDOW HEAD AT TRUSS \ • -8.0 SCALE: 3"= 1'-0" • -$.0 SCALE: 3"= 1'-0" • -8.0 SCALE: 3"= 11-0" STEP 1 • STEP 2 LAP WEATHER RESISTIVE JAMB STUDS, SEE TO SEAL THE WINDOW BARRIER OVER SIDE FLANGE STRUCTURAL FRAME TO OPENING INTERIOR 1 x MDF SILL, PAINTED AND MEMBRANE APPLY CONTINUOUS WATERPROOFING,TYP PLAN STRUCTURALSEE JAMB STUDS, SEE SEE PLAN APPLY CONTINUOUS _ SEAL TO THE BACKSIDE OF THE SEAL ALONG TOP .• END DAM UNDER THRESHOLD 1X MDF TRIM MOUNTING FLANGE (HEAD) MOUNTING FLANGE. EMBED \. .. NEAR THE OUTER BOTTOM OF HEAD `� .. . . . EDGE AND IN-LINE EXTEND TO 1/2" BELOW FLASHING AGAINST Y \ WITH ANY PRE- ��� TOP OF HEAD FLASHING SEALANT(FLASHING .v� OQ BACKER ROD CO SEALANT ALL ` PUNCHED HOLES OR '�,', TO BE INSTALLED LATER GOES OVER �� alog\-. &SEALANT AROUND • SLOTS ON THE SEALANT). EXTEND • �O?' • Hi WINDOW Film MOUNTING FLANGE. HEAD FLASHING \4 • Z Ilr SHIM AS BEFORE BEYOND EACH JAMB -• S WRAP SAM REQUIRED BY ''I �n INSTALLATION ' - 1 FLASHING. FASTEN IN ____,_..------4.. INTO ROUGH ILLI •� PLACE. : •' , OPENING MFR, FILL GAPS V RESEAL ALL OUTSIDE . , ', JOINTS OF \ WITH EXPANDING { \ ZZ LAP WRB OVERp------ - FOAM SEALANT I , __..._.._._. ,t;----ii----4,-----------___-:_- __ Z MECHANICALLY SAM .. _ :.--71- - `—IC' - LLI JOINED FRAMES. I I \ U- SHIM &ADJUST \ OVERLAP PAN WITH FIBER CEMENT SIDINGCe ,� 7r ... ... .....6) :.,_ WINDOW TO ACHIEVE MEMBRANE WATERPROOFING RAINSCREEN FURRING M FIN'"WINDOW 0 '�� • SQUARE. PLUM &LEVEL \ SYSTEM PER MFR AT DECKS CONDITION USE O METAL L-TRIM W/HEMMED BACKER ROD&SEALANT 30 ° WRAP SAM INTO OPENING Q 0 EDGE, INTERLOCK W/END a w 1 \\ CORROSION RESISTANT 24 GA FULLY SOLDERED G-90 `�' Z EXTERIOR FIBER CEMENT SIDING ' FASTENERS. FASTEN .� DAMS OF HEAD FLASHING METAL L-TRIM W/HEMMED RAIN SCREEN FURRING, Ct CO GALVANIZED DOOR PAN AND WEATHER LAP END • • -- WITHIN 10"AND NO DAMS OF SILL PAN EDGE, INTERLOCK W/END DO NOT PLACE OVER Q W J \ CLOSER THAT 3" INSI FLASHING DAMS OF HEAD FLASHING WINDOW FLANGE Y EACH DIRECTION FROM ii AND WEATHER LAP END LAP WEATHER RESISTIVE � N Q EVERY CORNER. �� NOTE: PROVIDE DAMS OF SILL PAN NOTE: PROVIDE BARRIER INTO RO,WRAP Z 1— 4141141 I SECURE WINDOW HOLLOW METAL Q = co W DOOR AND FRAME WEATHER FLASHING WEATHER FLEXIBLE FLASHING AROUND FRAME = N Q I OPENING W/ WRAP/ O1 AS PER WRAP1 PER AND SEAL OVER DTO FIN OW LANGE N EQUIVALENT OF 6d Ce STEP 3 FASTENERS AT 16"O.C. STEP 4 I.0 r MAX 10 DOOR PAN FLASHING 6 DOOR JAMB AT FIBER CEMENT 2 WINDOW JAMB AT FIBER CEMENT LL 80 0 I _ CK SCALE: 3"= 1'-0" IJ 1 OaC W • -8.0 SCALE: 3"= 1'-0" _8.0 SCALE: 3"= 1-0" • -8.0 ' H (I ) p w 1 x MDF TRIM, PAINTED TITLE WEATHER WRB TYPICAL, RESISITIVE \- SEE 26/A8.01 FOR BARRIER, LAP OVER _ �� ADDITIONAL ' TRIM BEYOND ; _ O # DATE DESCRIPTION FLEXIBLE HEAD - -`�\ INFORMATION INTERIOR u- EXTERIOR DOOR FRAME BEYOND �� Z FLASHING "; \ _'= DAM OF SLL PANSEALANT ALL `':_; ':; RAIN SCREEN END I , AROUND WINDOW ANCHOR AND SEAL TO SHIM WINDOW AS FURRING JAMB RO REQUIRED BY MFR ,1-' ALIGN OVER =�';�,1 - PROVIDE DOOR PER DOOR SCHEDULE 2ND COURSE OF WRB -- •``'-'. WALL STUDS < INSECT 1" VINYL"NAIL FIN" \ �., SCREEN AT DOOR THRESHOLD SET V WINDOW , '''-:.:1 `r,. VINYL TOP AND 7 IN FULL BED OF SEALANT eN LAP WEATHER WINDOW / ' \\ \ \\ \\ �„_- BACKER ROD&'• , - _ BOTTOM OF � - - - - .. RESISTIVE ``� \ '� RAIN SCREEN I ( K? F.u; - FRAME SIDEWALK OR iv ,/- SEALANT BARRIER TO SHED '-' "'` • \ WINDOW I / I OPEN SPACE ,/ ASPHALT PAVING �- METAL J-TRIM WATER, HORIZ _- \ FRAME RNL E I BETWEEN /�j�'" '- _ r�� TO SLAB - WITH DRIP EDGE g1.10I ` , • RAIN SCREEN REVISIONS JOINTS 2"MIN, .'i', ";( FURRING 1--' i VERTICAL JOINTS :'.,' ,:•::, \ FLANGE � n , , , ' .1-`.:',' DASHED V .- :, .;,,�-_�__^__t Q°,- < - ; b •. -., I; FURRING TO STOP 1ST COURSE OF WRB . T f` '•�,_ \ NOTE: THIS DETAIL IS BASED ON AAMA n t <• -0 ,• �41V___-„_ °•� :' ' •• -,4°, . ' SEE _/ \'I I \ SHORT OF NAIL FIN 2400 02 METHOD B. SEE AAMA 2400 02 I V I • . L__...____, - ... • FLEXIBLE FLASHING SLIP BOTTOM OF �='= r:-', -' , • : ' PLAN I Author Checker ' ' ' -°- i 41 •• • OVER 1/8"CORRUGATED JAMB FLASHING & _ 7:44 FOR FULL WRITTEN DESCRIPTION OF I I .{_ - . • -• e. • ; `' SYSTEM INSTALL WINDOWS PER MFR °: = I; I PLASTIC BACK DAM AND DRAWN BY CHECK BY SILL FLASHING : k INTERUPTED I I - , ARCHITECT IF CONFLICTS OCCUR. RAIN SCREEN L _ _ - _ -I. �,. - °; .- ; I i "'� _ DOWN EXT OVER WRB OVER WEATHER >': RECOMMENDATIONS, NOTIFY `�niY� ....._._._-. -__...__ I PERMIT SET RESISTIVE :'' FURRING FOR - - - - - - • "i:1-1-1:-..".' ' i-✓ RAINSCREEN _--_ I..._..._.._.._.; __ 1. I• ;. _.-. SEALANT JOINT BARRIER AT \ VENTILATION cD FURRING NOT �( .-��'..---.---- ; '' . '<< j -I I STATUS BOTTOM OFEXPANSIONJOINT WRB HORIZONALLY - - TO OVERLAP J . •• • -.-...-__-i-___.--_-_:_-___---_, ._. I I03.29.2018 WINDOW SILL. STEP 5 ]],, ,� _ _ <. ' ' i - MATERIAL ' UNDER =(T - - WINDOW �� ;_ i TIN CEMENT WINDOWS FLANGE,TYP :' .-.... ! METAL SILL PAN FLASHING, SE FIBER SIDING DATE ✓,� 0,p1--. `_;__ I SEALANT DOWN FACE SLAB/ c 17052 WRB TYPICAL, FOUNDATION RAIN SCREEN EEN PROJECT NUMBER SEE 17/A8.01 NOTE: PROVIDE FOR CONCRETE WEATHER ADDITIONAL FOUNDATION, SEE WRAP AS PER INFORMATION STRUCTURAL 17/A8.01 RIGID INSULATIONMem 8 ■ 0 1 17 EXTERIOR OPENING WEATHER WRAP AT WINDOWS (DOORS SIM) 9 RAIN SCREEN AT WINDOW 5 DOOR SILL AT SIDEWALK / PATIO 1 WINDOW SILL ©20180TAK,INC. SCALE: 1"= 1,-0" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" • _$ SCALE: 1/2"= 1'-0" ' -8.0 -$,Q -$, If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. otak „......,,,,,AL SIDING, SEE ELEVS WRB WRAP OVER Otak A chi -Cts, Inc. WRB FLASHING 808 A Third A-enue, Suite 300 SAM BEHIND WRB, Z-FURRING WITH Po,-and, OR 97204 LAP OVER MTL WEEPS ABOVE m4r1 503.287.6825 - 1 :( '1 FLASHING MIN 4" NAIL FLANGE www.otak.com SEE • � � 1 i Z FURRING WITH \ - SAM WRAP OVER / 'EI PLAN I i 1 WEEP HOLES " ,� FLASHING • : • ; I + SEE SECTION VENT BLOCK WITH 7--- ,l�� METAL FLASHING 1 1 SEE PLAN - , r / '1_-�/ INSECT SCREEN •2 ,I OSA. 1 I , I ;1 i; - 1 i WITH DRIP EDGE • -- \ SEE I+ I / + ;; METAL FLASHING WITH ! : -1 1 , . a SECTION % ! 1 j • 1 II / iv DRIP EDGE UNIT i! I 1 / 372' • --- 1 / A 'I MTL FLASHING EDGE SET INTERIOR \ 1 / _ BRIAN ,,e' 1 i �-- ,�� / IN SEALANT I EXTERIOR F4 ' Rl N R.Fi.EE�I R . ' I i I WATERPROOF TRAFFIC `;. : a : d ..I •• • d a • 1 FIBER CEMENT PANEL 1/4"/12"MAX h{� L `D _°� -'~. r • • ° °, ...4• 1 ! ,i ��,�,.. I (V _ ... .._.../�I N PURTLANO,OR COATING SURFACE s 1 i ��- PER ELEVATIONS 1%10p \ \ i SLOPE ff._....._._.._....... ..__... ffV._......_.._....__._..........._ 1 ! 1 1 RIGID INSULATION \\ \ \\ `I\\ \ ./ BEHIND HEADER � ....S/ • STAMP 3/2912018 I FILL CAVITY WITH i + 11114111114 / EXTERIOR THERMAL4110.1- i {._; .+ 1 INSULATION ; -_._..._._ 1 aI HEADER SEE --- STRUCTURAL � , I �1 n j 1 I WRB WRAP OVER SAM0i ._..._. + Z-FURRING WITH ~I! U j-1�� - / I AND MTL FLASHING S i , ' - f :;' WRB CONT BEHIND LEDGER - WEEPS ABOVE I PROPERTIES : HEADER FRAMING [_ _.... I NAIL FLANGE 1 PER STRUCTURAL i IIIP �__! . LLC - - OVER FLASHINGSAM WRAPPED \)/ . j - DECK FRAMINGE STSLOPEURALO �.- _.�_?. _` I .1J I i I - #.- ,-------. - , � HEADER SEE INSECT SCREEN STRUCTURAL /i x,10 -'=`1111 1I/ N II{ I \ FIBER CEMENT SOFFIT I, CONSULTANT . . .... I I - ,1- '_ ,," \-/:- \ ' F4NN % / 1 I ' SAM WRAP OVER ' .' ° 011* _ �. I10111� FLASHING i a i_ "I 5/8"GYP BD PRE-MFR TRUSS SEE "'" .. ' LINEAR SOFFIT VENT 1. _ -N STRUCTURAL /'� N WRB WRAP OVER SAM ' SOLID 2X BLOCKING , iINSECT SCREEN FLASHING i gI..i_. EXTERIOR i ---%---------------------------___,,..._ AND VENT BLOCK METAL HEAD FLASHING1 i / - T&G VERTICAL CORRIDOR SET IN SEALANT WITH j FIBERGLASS MAT - / Z FURRING WITHFl _ WOOD SIDING END DAMS SET ONTO GYP BRD , WEEP HOLES METAL HEAD FLASHING FIRE SEALANT WRB I SET IN SEALANT WITH ` -\ SEALANT BEDDING JOINT VERTICAL WOOD SEE SECTION VINYL NAIL \ FIBER SOFFIT CEMENT SIDING, SEE ELEVS UNITEND DAMS SET ONTO /\/ FLANGE WINDOW VINYL NAIL INTERIOR /\' SEALANT BEDDING JOINT \---- FIRE SEALANT FLANGE WINDOW 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 • -8.0, SCALE: 3"= 1'-0" • _8.0; SCALE: 3"= 1-0" • -8.0, SCALE: 3"= 1-0" -8.0. SCALE: 3"= 1'-0" LAP WEATHER BARRIER OVER SAM AND MTL FLASHING • 1 x MDF SILL, PAINTED LAP SAM FLASHING '''''''''''''''''.1-1.4 -- EXTERIOR OVER METAL �. z JAMB STUDS, SEE \: FLASHING 1 1 STRUCTURAL _J SEE PLAN INSECT SCREEN W/ - , 1 1/4"AIR SPACE MIN 11 � --+� FIBER CEMENT SIDING 1X MDF TRIM co AT BOT OF RAIN 11 i1 SCREEN ; q `"�`- �, FIBER CEMENT SIDINGRAINSCREEN FURRING METAL FLASHING W/ \- HEMMED EDGE HEADER, SEE \ I ; RAINSCREEN FURRING HEADER, SEE .1 \t-7---1,1),1 � DRIP EDGE SET IN II • ; � _ STRUCTURAL LAP SAM OVER METAL SEALANT ALL , Z SEALANT, PROVIDE END II ( I LAP WRB OVER SAM AND , FLASHING AROUND FLASHING PROFILE MTL FLASHING DAMS II !i ` , LAP WRB OVER SAM WINDOW �_ a UNIT i; ` i , AND MTL FLASHING • SHIM AS z LAP SAM OVER METAL FIXTURE, RAIL I' -I,.. ATTACHMENT ETC, � �- SEE I I � • FLASHING INTERIOR �' � REQUIRED BY - - 'LAN Ij / EXTERIOR MFR, FILL GAPS � W SEE NOTE: ,V FILL GAP BETWEEN ,' V i WITH EXPANDING \ ARCH/ELEC/MECH -\j I I PROVIDE SEALANT AT TOP OF FRAME AND SAM SEE i ,I j END DAM BEYOND, FOAM SEALANT I _ CL ti MOUNTED ITEM AND I W/EXPANDING FOAM PLAN 1[11 -",,__* INTERLOCK W/JAMB w 1 0 r ELECTRICAL CONNECTION - / I - SEALANT ALL AROUND •- 'I T FLASHING a DECAY RESISTANT - ! WHERE APPLICABLE, PROVIDE „ j � UL LISTED FIRE RATED _ I i INSECT SCREEN W/1/4"AIR VINYL NAIL WOOD FIXTURE SEALANT AT ALL THROUGH �- 7 INSECT SCREEN N SPACE MIN AT BOT OF BLOCK-PRIME AND �- - - -� �'j �� v % RAIN SCREEN, DO NOT FIN"WINDOW7"//1 'r-Irt /' PAINT ALL SIDES WALL PENETRATIONS ��� =N _ CAULK BACKER ROD&SEALANT VERTICAL T&G CEDAR \` W J SIDING Y 2 // -1 HEAD FLASHING SET HORIZONTAL Z Q SEALANT ALL ( SEE END DAM METAL FLASHING WITH �- "" IN SEALANT METAL L-TRIM, W/HEMMED N AROUND BETWEEN i I PLAN HEMMED DRIP EDGE \ EDGE, INTERLOCK W/END BLOCK AND SIDING7; / FLASHING PROFILE SEALANT �' FURRING WITH WEEP Z 1 HOLLOW METAL DAMS OF HEAD FLASHING HOLES Q C") (�„� `( f� n DOOR AND FRAME AND WEATHER LAP END WRAP SAM INTO RO,LAP = N Q SIDING SEE V� WOOD DOOR FRAME V ELEVATIONS lx MDF TRIM, /END DAM DAMS OF SILL PAN NOTE: PROVIDE WRB OVER SAM FLASHING WEATHER LAP SAM OVER WINDOW Ill , ) 0) ct RAIN SCREEN PAINT FLASHING PROFILE WRAP AS PER FURRING 17/A8.01 UNN sa 0 0 FLANGE AND SEAL TO FIN ce W do w 14 FIBER CEMENT MOUNTING BLOCK 10 DOOR HEAD AT BALCONY c DOOR HEAD AT WD SIDING 2 WINDOW JAMB - WD SIDING = o Q E�—/ _$ SCALE: 3"= l'-0" • _8.0; SCALE: 3"= l'-0" SCALE: 3"= l'-0" _$ SCALE: 3"= 1'-0" WRAP WRB OVER SAM 1 x MDF TRIM, TITLE AND MTL FLASHING PAINTED LAP SAM OVER MTL ; 1; BACKER ROD AND DOOR, SEE SCHEDULE WEATHERSTRIPPING # DATE DESCRIPTION FLASHING ; - - ;I SEALANT ALL SIDES OF BETWEEN BOTTOM OF JAMB STUDS, SEE INTERIOR r' EXHAUST GRILL WEATHERSTRIPPING DOOR AND THRESHOLD STRUCTURAL SHEET METAL FLASHING BETWEEN JAMB AND WI DRIP EDGE ;1� ; ADA DOOR THRESHOLD SEE v SEALANT ALL r \ DOOR ALL AROUND, SET IN SEALANT SEE 1/AX-8.13 1 PLAN BACKER ROD AND SEALANT )Iti. 7" DEEP COLLECTOR TMP ::\,fr WRAP OPENING W/ AROUND WINDOW SHIM WINDOW AS APPLY CONT SEALANT !� �� BOX EXHAUST PLENUM _ SAMF, LAP OVER WRB, _.. _ \ _`_ _ _ j REQUIRED BY MFR - AT THE FRONT&BACK 1x1 WOOD BLOCKING / TO VENT OF THE UNDERSIDE OF CONT BEHIND DECK 1" - VINYL"NAIL FIN" ALL 4 SIDES OF / /-- DUCTWORK SILL PAN &AT THELEDGER - V WINDOW BACK OF THE SILL PAN ' \` 1 \ OPENING OVERBUILT FRAMING ` N BACKER ROD & \-\ FLANGE _ 1,— , L_, �� AND PLYWOOD iv r .� SEALANT / �N N TRAFFIC COATING WRAP SAM INTOA �, - I I I;'i �. 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'I - - OF HEAD FLASHING AND FURRING -" I } " WEATHER LAP END DAMS \�/n II l SIDING 17052 / FIBER CEMENT _ _____ __�$_ , OF SILL PAN FLASHING NOTE: PROVIDE NOTE: PROVIDE LAP SIDING - PT LEDGER, SEE HOLLOW METAL J UMBER STRUCT DOOR AND FRAME WEATHER WEATHER WRAP AS PER WRAP AS PER VERTICAL WOOD WRB, LAP UNDER SAMF 17/A8.01 17/A8.01 SIDING AT SIM Ax...8 . 02 BEAM SEE STRUCTURAL 13 EXHAUST VENT 9 DOOR SILL AT BALCONY 5 DOOR JAMB AT WD SIDING 1 WINDOW SILL - WD SIDING ©20180TAK,INC. , if this drawing is not 24"x 36",it has been • -8.0,. SCALE: 3"= 1,-0" • _8.0, SCALE: 3"= 1'-0" • -8.0, SCALE: 3"= 1-0" • -8.0, SCALE: 3"= 1-0" reduced/enlarged. Scale accordingly. 8"WIDE FLEXIBLE N - NOTE: NO DOOR AT SIM UV RESISTANT EPDMFLASHING, CENTER • ( + 1 0 . 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RAIN SCREEN / SIDING OVER 1X2 STATUS FURRING, NP �/ VERTICAL PT 1 1/2 VERIFY W/MFR ;I • OF RAIN SCREEN, • FIBER CEMENT SIDING FURRING STRIPS (,I I DO NOT CAULK 03.29.2018 SEE SECTION I L; ALUMINUM DATE CENTERED ON JOINT UNIT EXTERIOR t/ ✓ �Y„ 6 I V .�lerwio I STARTER STRIP17052 WEATHER RESISTIVE INTERIOR • r rL-'- PROJECT NUMBER BARRIER TUCKED UNDER • SEE PLANS s UNIT M8 FIBERGLASS ,, MATT GYP BRD � METAL FLASHING WITH MTL FLASHING -- -.- INTERIOR DRIP EDGE AND FLEXIBLE FLASHING II WRB i.L n / „ FIBER CEMENT \V/ SOFFIT BOARD SAM FLASHING WRAP AXE018 u 03 CORNER,4"EA SIDE 13 FIBER CEMENT THROUGH WALL FLASHING 9 FLOOR AT EXTERIOR WALL 5 BALCONY CORNER (PLAN) 1 FIBER CEMENT SOFFIT EDGE ©2018 OTAK,INC. If this drawing is not 24"x 36"it has been A -8.0 - SCALE: 3"= 1'-0" A -8.0 SCALE: 1 1/2"= 1'-0" A -8.0 SCALE: 3"= 1'-0" • -8.0 SCALE: 3"= 1-0" reduced/enlarged. 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SLAB, SEE j SCREEN STRUCTURAL SAM AT WALL BASE CO VAPOR BARRIER j=1 OVER SHEATHING Z u EXPANSION JOINT MATERIAL NN_ GRANULAR FILL, SEE O GEOTECH REPORT - �).- SIDEWALK, SEE CIVIL Z _ / M CD • 't• •i f •. . r t. '1.0-3114: •' 'd - • • ' F. 1�. Igo , 1. •1• 1.-n.. •. s •.1i . . ..._.- '•" '" -9. '-. I+_-- 1 I ' i FLUID APPLIED WATERIX OVERFLOW DRAIN SEE b•:'•. =::"• l•' • 1 I 1 0 .• • • r! • �• -I -i 1• :1.4=91:1 ��. l •�i.; •'. _�.:._*O. -4. -? I I_i PROOFING W/ I .I © CIVIL «-z.. , • `_ .. I I I L._- MECHANICALLY iliCt In LL AX-8.04 I-= , _ _ ( - • � • r" ' ! : - 1 '1. 18"X18"X3"DEEP DRAIN -•-----------1° FASTENED DRAINAGE SIM BACKFILL AT EACH ROOF - I R-10 RIGID PERIMETER �._ ' ;� , I G 6"ON _! MAT EXTEND I I - I • 1. 1 SHEATHING TO TOE OF ' LU DRAIN LOCATIONS INSULATION �;; L_� WATERPROOFING I I^-_i 11 I PONDING DEPTH 1^j i , , I- ..__.._. - •J , . ;.; ,,` • .-- I I- FOOTING _Y 1 ISI . -j I ! - ! +;'`���+ ' . PERFORATED DRAIN PIPE CON 3"S.O.G. 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I I L_____; I __ I �:__: -I i •.. sem_ 1 SIDING SEE ELEVATIONS # DATE DESCRIPTION . 1 - I ( -: A -I I i I 11 I I I i---, I . ' .. %,1.14,,14,. . I 1 I 1 I. ,-1 i 1.___.. I • i 1--__I -,o I - _� i_i 1 � •��1'"`s . : r.�� MIXTURE SEE CIVIL SEE STRUCTURAL " X:�,.Y. �, ' .i}�=i SEE PLAN 11 - LAP WRB OVER I , I I I I_� '� (..^-^ -, . 1-111,-III--111 NYS...... :_.._! , !.., ��•: �-- _ ... _ ._ IIISH N trtT11 I i I STIP VTTHSECT STRUCTURALI I I h I! ( -' I _ j - I II I,_____; I ;.----, , w, ; I I 1/2 -3/4 GRANULAR SCREEN _-____I ---1 ! _ , -�'- 4 I 1--__1 ,--1 ,_ , 1 -, I ---_ _.. VAPOR R BA R R - P BARRIER --I _-- __.__ 1-__-1 1 �-_. ___.. I_.__.__ I _.___ I j ( I! f. , __.__.__ -_. DRAIN BACKFILL , Ir - --_1 f � L.__-__. I ! ,-, I i 1 __.t i (�.1 I -...___�� � 1.--_.• __ i e ` i._____ �__ _ _. � SAMF AT WALL BASE OVER -' ( 1 ( -- _1 _. I 1 ._._._Y -. `1 13-.= ' I -:`.---=1 L_ . 'I i , 1^-- .1 1 1------I,_' _ I, GRANULAR FILL, SHEATHING Hi : ! I I I (--I I 11 1 i ;.-_ i { 1 `'o '- 1 ! --! ! 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' _ C1 �}ry „ I . . ..• ..• ..:r :•- •.•ri . _ , , a .{�.t. ,I I _ • ►. ryt .<. � I- -� I- . -:III -_-I .. ..•� .. .,.�, .•'•� .• •.-!} 4. FASTENED DRAINAGE ! , , , I I ,_• ."•--• •I I • • 1 - •. .. 1� 'e', 4f a - "d• ° } _._.. i j_....__ _I I I_ 1•O.d - �• wX � .._._ .d� , ,-; - i ,----•-•, , : .,b!, t' 1---.. a • . • .. I ..• ..• :, •o b - Author Checker -! - . ., s - a. I • • ':. ,1 ••- ,+ _ -d MAT, EXTEND •. ) .. ., :,�� :v` •7•� .•)1••.• �': I 1 `_ .1 ' WATERPROOFING 6"ON I ; , FOOTING DRAIN PER 1 ............... . ' a�• • .• . �• •. r , I -I m �• - ' s•'�� • 1 y. . !_ 11 • •. «.i•..• .' .i , k - ''•-•-%-111------.-1 I DRAWN BY CH • _ i- ECK BY PLUMBING ___._i ---, .".. ,. ..-•.. •., ,• , `r ' -- - I _ , __._._. L_- GTO TOE OF SHEATHING • i" • '1 • I- 'tl e I I _ ! • I ___._... _._._._. i :_ _ - . i FOOTING � `I _.i i 1 : 1 I t� ° .... • I ! ; _ 1 r i-...-I r - I PERMIT SET •� •. I I ( I : I i I I r I 1-_ ( I»- t ,.._. j 1.__._._... 1.._. I- _ _ ___.1 I _ _._t 1 _ --1 _1 ! _ ___ I i_ _ j -, I _. _ L... - I1 1 _ - -1' • ' I 1 r d • ��Ir � I"_-� 1 - -I I I I- I i 11 -'i 'i i _.___._..L-. .. 1_ •`. " �, i _1_ . : .: :. ...._._... �_._' , __._._..._: I '_.____ 1_ 1._ I R-10 RIGID PERIMETER I-,--- I,--- 1 1• 1II STATUS i1I .a .g .�: I I I [ i 1 i ,-^---' � -'----I : I � --- _I I -- -- ( �I ..._.__ -'4 0 1 - .'�� I ' I 1 -i_:II ' , i'. I,. i.. -...'_, ---- i ----- - '41 ___ I I PERF____ ! I-__ -__. ___ __ 1 ° ,. D ;i••.•• . .' I--- ----- 1 I -) -_' r I ..'._ _ I • •r.. I I» 03.29.2018 r .e -. g, I :_._ : I �, , 1 I - ;-- --�i i! -_ INSULATION :, -- DRAIN PEE I I1 I -I I I- I i I -- 1-; r I I -_1 1 - - I " • • •• WRAPPED IN FILTER DATE --_-- I _---_ -_- t - i - PLANTER WALL PER CIVIL I.--_ 1 I I , I . I I ( I - ' 1 I•' _ i"---1 1 t 7 • a ,• •4' -.._ ( 1 1 1 1 I I I I -' 1 1 1 I , i I , 1 L._. _' t I` I _ c :!0.011 ••!1r'.; _ _ _ 1 I_:.-.I I-.___ 1_--__.•1 I '-'--I - ._..... I I- 1 , a, . .•• ,•.I 17052 -..._.__._ ___.___ I -.-. I i _ -_1 1___..__..... 1 III ._._.__ _.._,�i __ I ( FABRIC CONNECT I I • • - I : . I I _.....__, I !-----•, I I. 1 __�.._. --.- I_.___ � _.-�_; _I � � __---III_....__._1 I 1__._._.. ; I I_,_--_ I I---:--- , I-�-; .; ;._.. _i . II_-_-;- �_--- . . •-•� <� :'..-�- .,.� TO STORM WATER I--- -- - ., , ;-_-__ ;�_. 1 _-_--. , ,----; ; !----; r I____ , :_.__ ; I___-_; I.__.._._ --- 1 1---_- --- 1---_ CONC PLANTER BOTTOM �_� 1 -__ _' I (( I I I _ _1 ;-_ -I I- ' 1 i-- I 1---•I 1 ' ,---I ( I I I -- I ' 1 -I -. I --I -. ...A J.-, • '• 4+•• 4 SYSTEM SEE CIVIL. PROJECT NUMBER I (_- 11 i-.-_.i ( I-____i 11 i , I �1 I t I I I 1 1 i _III -I I i`-__I 1 I I I 1 1 lit I I I ! I- I I I---'1 1 I__ I --Y _��_ °: 'e ; b• .. -�, ...;•, 8"PERF. UNDERDRAIN ,_ ....__.; , : 1 -1 1 _ P, 1. •!1 . I 1 I • • • i .r!y.. • PIPE (BOTTOM HALF NO I I. a •'� ' 1.: . 1 HOLES)RUN ENTIRE , , , Mom 8 • LENGTH OF PLANTER• ■ 17 STORM WATER PLANTER 1 EXT E R I O R - F O U N DATION AT GRADE ©2018 OTAK,INC. If this drawing is not 24"x 36" it has been A -8,0' = -0 ' -8.04 SCALE: 1 1/2"= 1'-0" reduced/enlarged. Scale accordingly. '4 1-112"X1-1/2"TOP RAIL 1 Otak 00 / ® _______ 3/4"X 3/4"BALUSTER J GUARDRAIL SHALL BE . �✓ DESIGNED TO RESIST <pKI A LINEAR LOAD OF OF OtakAr cts, Inc. / 50 POUNDS PER / ' LINEAR FOOT MIN. 808 S hird A nue, Suite 300 Po and, OR 97204 WELDED EDGE / A m 503.287.6825 / z ` 6 www.otak.com 2 • -8.0 I / M l�, • :/ ® I ` • GUARDRAIL, SEE � ' 3721 °D kr SLIP RESISTANT FINISH, :RIAN R.FLEENNER' SEE FINISH SCHEDULE R° PARAPET DECK FRAMING, SEE ~ STRUCTURAL %OF RTLAND,OR WALL SEE SECTION LAP SAMF OVER MAX PREF NHED METAL SADDLE FLASHING, PLACE = FLASHING 3/29/2018 OVER FLEXIBLE FLASHING 4 _= •-°•d a /.. �. -' AT INSIDE CORNER •. ___ 1 STAMP --W 4: , ( LAP i WEATHER - a RESISTIVE .I BARRIER t` :` © i.'t OVER METAL -•. i -I --if-r11 1 �-� _ l__. \ - GUARDRAIL SPACER — `�1 �I t; SADDLE \- - I i` FLASHING �_ 1 -� Cj ., STEEL PLATE, SEE PROPERTIES {; 4 I P. STRUCTURAL -,> •:.. "® LLC SAMF '' ` ='y--- .,.!'-,'I'',; ':;;•:=1 1 . FIBER CEMENTPLANEL , /\ -• -i';; ` ` • ', `•, - BUTT AND SEAL TO SIDE •:/;•;,'::-.•::• :':•(':(:-'•;:-",`- - � OF STEEL PLATE, •.- _'. _ � - � . ,/ , � , � � � �, - PAINTED CONSULTANT ; 1 / ._ 2x4 NAILING BLOCK I ! I I 1 1 = WRB LAP OVER SAM :I'.•' ` `'.' / ! / �- ;- ! i i • , ;:::::::::ER • ' - FLASHING ADAL I ' 'S ; -'' I I 'FLASHING •L STION _ i , SEE ! I I FLASHING SAM FLASHING LAP OVER ' I 1 FIBER CEMENT PANEL FIBER CEMENT SOFFIT • i PLAN i METAL FLASHING { ! I i I ':. ) I I 1 1 ,. • . CONTINUOUS WRB } I ? '+ 2"CONTINUOUS . ' - 1,::-• (-1:.- "• ' - -• • -• - -• 4--,:- °.:;.- - _ I . . BEHIND CANOPYSADDLE FLASHING , I ! ; ` LINEAR SOFFIT VENT r::::::::::::::::::::::: :::;::=:::::=__ _`_.. rf.__....._..._......_..... ......._... ,r�.._........._.._.._.._... ..._.._...._. r7`_.._.. ,1`-._._._.........._.-.__.. ,f,/:..17:::::=7:1:177. -- ... _ ...'-Ji BEAM PER 1 1 / =� i SCALE: 1 1/2"= 1'-0" i i III ' DROPPED BEAM PER STRUCTURAL -$• _ i + I ! i STRUCTURAL --tet ' ;� VENT BLOCK W/ L J ;\ 1 : - INSECT SCREEN WRB 1 ii - BOLT CANOPY TO RIM JOIST '- METAL FLASHING ` . ,- c. 1 - WITH HEMMED EDGE 1 3 11 114 1-1/2"X 1-1/2"METAL ;:-. . \ I ( r N 14 GUAGE POWDER COATED RAIL TOP RAIL 1 1J1- — Z STEEL CANOPY N 1 T.O. GUARDRAIL t < ,-- .- BASE PLATOE,T W/ 2 BALCONY DETAIL ill' NC TO FASCIA II _ I A _8.0 SCALE: 3"= 1'-0" CO / -` ' - 3/4"X 3/4"METAL _ _ ;iii -� RAIL, BALUSTER II `dry aft Z _- - „„ .: ,;, ,, ;,,,, ,,,,,,,,, , , ., . ,,,, , ,,,. .,...,. ., ,..,,,. „ , .■ � 2 METAL � 1/2"X " \ LU ,. - cn RAIL %/ // ' / - //// ////� //// 7_ == ==,. ..„.....,.....„.....,.....= . �. 1 2'-0"SEE SECTION o 0 0 6 E ,/ METAL FLASHING o o 0 0 1 • _ j WRB 1/4" FIBER CEMENT GUARDRAIL SHALL BE • CEDAR T&G SOFFIT -ix- FASCIA, PAINT XXOe OPENING SHALL NOT ALL THE ��� DESIGNED TO RESIST A LINEAR I .� PASSAGE OFA 4"DIAMETER SPHERE LOAD OF OF 50 POUNDS PER SEE • / JOIST HANGER PER LINEAR FOOT MIN. Q 0 PLAN • �1 j STRUCTURAL 6 BALCONY RAILING ELEVATION 0- CORRUGATED VENT BLOCK (f) • • ,._ WITH INSECT SCREEN A _8.0 SCALE: 1/2"= 1'-0" \/ 6 1< Y J METAL Z FURRING WITH g /� • -8.0 �� CO Q 13 CANOPY AT STAIR WEEPS V♦ 2x4 NAILING BLOCK `D Q Q M W A _8.0 SCALE: 3 1-0 SIDING, SEE ELEVS M J I N 0 WRB GUARDRAIL, SEE W CD I.L. SAMF BEHIND WRB, W 0 LAP OVER MTL SD) O \ , .rni FLASHING MIN 4" SLIP RESISTANT FINISH, ��// �/ �' i 1 • / RAINSCREEN SEE FINISH SCHEDULE 6.L.. I • i 2x4 NAILING BLOCK 1/4/12 W ►�. Q I � I)1 FURRING MAX DECK FRAMING SLOPE TO � LLI SEE _ i SEE i WRB LAP OVER SAM ' li ./ INSECT SCREEN SLOPE DRAIN, SEE STRUCTURAL 0 Q PLAN '�� PLAN �j �' FLASHING AND METAL • 'i _.. ti 0 X _ FLASHING • ' i LAP SAM OVER PREFINISHED CO --- LISEE SEE I i�, i MTL FLASHING EDGE SET - . _ -e. ° •, h - , . -. . �� 're- �— W ,SECTION \ / LJ SECTION SAM FLASHING LAP OVER ;1Iii IN SEALANT j ' ' °- _ - • METAL FLASHING ` - - - 1 . „ „ / /// /// /// /// /// � / • 4 I GUARDRAIL SPACER TITLE `_ iI i METAL FLASHING 1/4 /12 WATERPROOF TRAFFIC HEADER PER �, gi,wr __ . _ �!'„, I N MAX COATING SURFACE _ _.__ _._._..._..__._..-._._-._ . /::____:::-:-_.__-.` N _ -,.=— STRUCTURAL __._....._.____.__-.._......_,fr.`:.::�:,:::.�.:_-�:�-_____:��`,/ - NOTE: SEE 9/AX 8.05 FOR -�`,�`. ..----------_._-....,1,r�...._._.___�-.--:__- \ \\ i � SLOPEZ ;, # DATE DESCRIPTION :7°1.; � TYPICAL DETAILING ABOVE i ,, STRUCTURAL - CANOPY ,i VENT BLOCK W/ /N STEEL PLATE, SEE INSECT SCREEN '% �� \ i FIBER CEMENT PANEL • ,;l ; r �\ i 1 ; METAL FLASHING i .. BUTT/SEAL TO SIDE OF 4I : " I WITH HEMMED EDGE ' STEEL PLATE, PAINTED - BOLT CANOPY TO RIM JOIST ;� i BOLT CANOPY TO RIM JOIST S J i �' � � •� 14 GAUGE POWDER �f !�`-- •�-� 14 GAUGE POWDER S /i - - ----------------; _9 ____:1 — — —=1 1 1 ." 1., ��. �, 77.......„1...., � I- ` '-- COATED STEEL CANOPY -� -. r COATED STEEL CANOPY ' ~� ! I ( h 'i 1 1', WRAP SAMF AT CORNER ' A WRB CONT BEHIND LEDGER '' t \► ' i ! ' I `'---- 2"CONTINUOUS LINEAR • �� NAILER / SOFFIT VENT 17' SOLID WOOD WINDOW �' ' ! I REVISIONS I = j - - - - DECK FRAMING SLOPE TO ! I i i ' FIBER CEMENT SOFFIT 1P4 T l IP - _ _ DRAIN, SEE STRUCTURAL ! //'• ' I I 'to J. io _� —�_ I� i i i FIBER CEMENT TRIM Author Checker - ! WRB DRAWN BY CHECK BY = ✓� FIBER CEMENT SOFFIT BEAM PER STRUCTURAL '- iv N r N i 1 WRAP SAMF AT CORNER .,,.,..,,,,_,,,,,,....,,,...,•,,,_.. ' PERMIT SET I i �` ,1 ; INSECT SCREEN ' I 1 1 1 Wi AND VENT BLOCK � � ! I I . • !! STATUS li • ct.� 1,-0„ 1. l I ' ' ! < < ' ! 1 PREFINISHED METAL 1'-0" i ; BLOCKING AT CEILING i �' I I i_ FLASHING W/HEMMED 03.29.2018 / i DATE •i / SAM WRAP OVER � ; SIDING, SEE ELEVS EDGE FLASHING METAL HEAD FLASHING SET � / 17052 - - • METAL HEAD FLASHING SET IN DAMS SET ONTO SEALANT /\/ ;(.1_____ __. PROJECT NUMBER �— -:�. . SEALANT WITH END DAMS SET ONTO SEALANT BEDDING JOINT BEDDING JOINT VERTICAL WOOD SIDING VINYL"NAIL FIN"WINDOWiikx..8 05 SEE ELEVATIONS FIRE SEALANT AND ■ 12 METAL SHADE CANOPY AT WALL 9 METAL SHADE CANOPY BACKER ROD 5 WALL AT BALCONY AT F.C. 1 BALCONY DETAIL FLUSH WITH WALL ©2018 OTAK,INC. A SCALE: 3" 1'-0" SCALE: 3"= 1'-0" SCALE: 3" 1'-O" 3"= '- " -$ 0 = • _$ O _$ O = _$ O Ifthis drawing is not 24"x 36"it has been SCALE: 1 0 reduced/enlarged. Scale accordingly. STANDING SEAM METAL ROOF MEMBRANE TERMINATION 30# ROOFING PER ROOFING MFR :PPAN r --�� FELT METAL EDGE FLASHING otak ��. .- - - -- �-- . „�,- __ „,„,„„, , - - ---- CONT CLEAT BLOCKING/NAILERS ROOF MEMBRANE _ _-.--_..__.-.._.....--X./7-_-____._..-._._...- -1 AS REQUIRED LAPPED OVER r .��,'" �• � � �",�• ,>,,• ,�,� .1' � � METAL RAKE EDGE _.. ..._.. yr ...iiii.00tddi, lik SUMP PAN ),`" .\\. 1f" . " . a,," •� . /� t `��\ MATCH STANDING FLASHING TO J I V k i SEAM ROOF P Otak Ar cts, Inc. OVERFLOW DRAIN DRAIN f { t 'L __i //,, Atifft WRAP SAMF AT 808 SW ird A nu�'/Illllfl 11 II (I IN 11111111 / � ' /1 0328/ //���, - _i- _ ADD GUTTER is 1 \1 , / /11, , k. .: _ - L-_ :., \ AS REQUIRED LA s� :: ,, ` �_ ,J -- -i _;�_-. ,� m . .. ., - I.., FIBER CEMENT SIDING. i \ i WEATHER RESISTIVE ....._ I — BARRIER 114111 WEATHER RESISTIVE FIBER CEMENT :�) �* BARRIER , :R1AN R.FLEEl� fi' ill NMI I 141 111 11111 II pat L SIDING / ; %%%%%%f4 / 3/4"MIN RAIN e • I__ M ; ., -I SCREEN FURRING VIAND,OR iiI `�, � -1� EXTERIOR __Iy� AVERIFY PIPE SIZE T - SEE PLAN ) V �.1 VENT BLOCK AND WITH PLUMBING 3/29/2018 BALCONY 1'-------- _- INSECT SCREEN STAMP (UNCONDITIONED) ; FILL CAVITY WITH INTERIOR - EXTERIOR 13A 1- INSULATION 1 16 ROOF DRAIN SECTION /\Q/ A______ A -8.0• SCALE: 1 1/2"= 1'-0" -.. ,---e-1) 1-- �; LL,- 8 STANDING SEAM ROOF RAKE EDGE 4 -ROOF EDGE DBG PROPERTIES v _$ 0 SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" LLC �� J -8.0• SUMP PAN FLANGE -_-._._ - __..__--.--.---.-.---....---.--_.-----------..___..__-__..__ ____..-.__...___._..__..._.__.........._._...__._...___._......___.__...__---..._.................. BENEATH ROOF WOOD OR METAL CURB CONSULTANT MEMBRANE SELF ADHERING CAP FROM ROOF TOP UNIT FLEXIBLE FLASHING FASTEN AT 12"OC i I OVERFLOW DRAIN DRAIN � � WITH 3"LAP REGLET COUNTERFLASHING i FLASHING MEMBRANE CONT CLEAT SLOPE SECURED W/TERMINATION n� ; t i• BAR liiii-P4* 1�,`�■���rl� � . METAL COPING CAP ;����' ROOFING MEMBRANE . `o ` 1�,,/ 4, ♦‘ WOOD SHEATHING BONDING ADHESIVE fi____II‘ �P�� �� ��� O ��' m ZHOT-AIR WELD, 4 MIN O ����': i ROOFING16 i _ a 11a�/\QDn(nt) i ,' \, fetrt' i f�nQDq� ■�' _, MEMBRANE - - i .n� -./A. ;\ jam - ,!' • -8.0• ���Q��� 1 II* OT\Q�� i HOT AIR WELD Qu) 1 / SEALANT •/ �__ �I , •� O �� �I' SEALANT BLOCKING PER ., •�� - �`a ..jam/� - - - O ����+ i STRUCTURAL z�.._ ________}/�___:::::_.::....__:__ _ ,r.� 7.110 �N V ,o .�� , o, i _.._ __J',r'�`_= ___� `�` TAT �._ =- --------r \/* 1 i ilip.•t �'aILt \., N,G�I.I II -- PARAPET WALL ,... ,4 MIN ��..�� \ � :a� TRUSS PER ,:._Ijl_...:...:... iii//1a,_....__ - i BALCONY WING WALL STRUCTURAL �� _:_,;-.. ............._._.._........._.__....... i . °/1A. • 3 ROOF CURB ROUTE DRAIN PIPE TO , ' A ..8.0; __._..__.__...--.---..___.___-._-.--.._-....__._._._...._._...__.____.__..__..__._.__--- _.__......---.__.---___.._-._...__.._._.__..__._.._...._...___,.__...._.._...__.___._---_._..._.__.___.._.4�_.__...._.__.___........._._._...._.__._._.___._......_._._.__.__.._.__.___..._..__.____._.\ i WING WALL DOWNSPOUT SCALE: 3"= 1'-0" ._ S 7 ROOF DIVIDER WALL MTL COPING CAP CO , SLOPE AIMIMM _$ 0 SCALE: 1 1/2"= 1'-0" _ SELF ADHERING a FLEXIBLE FLASHING \ tra ,,,si- OVER TOP OF `... - "vPARAPET OVER _ ` WRB 3"MIN LLI 2ROOFING MEMBRANE CONT CLEAT LI— 15 ROOF DRAIN PLANHOT AIR WELD 1\I I� WEATHER RESISTIVE W 0 V BARRIER O SEALANT SEALANT WOOD SHEATHING STL CLAMP VENT PIPE 2"MIN CiC] A _$ 0 SCALE: 1 1/2"= 1'-0" MIN CLR L 7" 1 Ce _/ �� FIBER CEMENT CL PRE-FABRICATED \ ; MAX - --- mlh., (\ SIDING < w (fJ PIPE/VENT BOOT f I:_ - - �-��--._� :-.._._.:_:-�-1-� i �,...._-zr=>..- _- ...___ - '�` --�I BLOCKING SEE Y PREFINISHED METAL ` �rr'� FLASHING S ' --i hi' STRUCTURAL CO ) N Q , RAIN SCREEN V♦ z I HOT-AIR WELD ROOFING MEMBRANE 0 D co L U SEALANT FURRING N � �. �� �f� BLOCKING SEE _ N. STRUCTURAL C/ ' VARIES L.L • 1) )a)4 i ff`ff( ) ?I o 0 SEE PLAN STANDING SEAM - �_ 7;71 5 vii ii _.... .z/.. (i O LOUVERED ' -__.. _« m: ;r�.._._-_.:_____,.1; ] f �/ MECHANICAL SCREEN i •I ( METAL ROOF - I 0 L.L� PRE-FINISHED WOOD BEAM SEE w MTL FLASHING R3 STRUCTURAL v i Q �/ TO MATCH ROOF o /< --_-'= PRE-FINISHED � h- I— LU N '� ---"` +I MTL FLASHING GUTTER AND .�_ • , TO MATCH ROOF ROOF PENETRATION 2 ROOF PARAPET DOWNSPOUT ,--_l= �"`' 6 TITLE -= 2 I WRB WRAP OVER /li V i I FLASHING • -$,Q: SCALE: 3"= 1-0" _8 0; SCALE: 1 1/2"= 1'-0" CONT CLEAT # DATE DESCRIPTION WRAP SAMF AT j.lr HSS RAIL PER I ( I �! CORNER RAIN SCREEN STRUCTURAL FURRING i ) ) WRB FIBER CEMENT SIDING HSS POST PER - - WEATHER RESISTIVE INSECT SCREEN STRUCTURAL -- ' - 2"LINEAR SOFFIT _ BARRIER ,WRAP OVER ,* •, AT BOTTOM OF BASE PLATE PER r , f VENT AT HIGH SIDE OF AND LOW ROOF ACCESS HATCH W/ METAL REGLET FLASHING ;:1 RAIN SCREEN STUCTURAL ROOFING `" SIDE OF SOFFIT I , i WITH COUNTERFLASHING NG PREFORMED CURB GYPSUM BOARD 'i WITH TERMINATION K MEMBRANE4:._. J WHERE APPLICABLE •SEALANT BED PER WING WALL WOOD SHEATHING, ROOFING ROOFING MFR HOT AIR WELD `�/-'� /� VENT BLOCK AND � BEYOND SEALANT ALL la SEE STRUCTURAL >>` MEMBRANE 1� INSECT SCREEN ♦• REVISIONS MEMBRANE SEALANT AROUND PER ♦♦♦ FLASHING MEMBRANE �_o FLASHING, SEALANT I I ROOFING MFR ♦♦ SPLASH BLOCK 2X BLOCKING ♦O � ``__ & REINFORCEMENT CoI ♦ , _ ♦♦ BLOCKING SEE PER ROOFING MFR I BETWEEN EA TRUSS " ♦♦♦ �'-� � HOT AIR WELD \\ k* MEMBRANE ♦♦♦ STRUCTURAL SEALANT FLASHING & AT ELEVATOR OVERRUN/ 2"MIN CLR Author Checker I� WEATHER RESISTIVE REINFORCEMENT Oi , BARRIER ♦♦♦ STAIR WALL EXTEND GYP PER ROOFING MFR ♦♦♦ C/)kr- ♦♦ TO UNDERSIDE OF «f.�..f«.• AIRSPACE DRAWN BY CHECK BY - +r Oi SHEATHING -.._.._ /! ,1Y,/,,, /.• //„//.,/� „!� � � FIBER CEMENT ♦.♦ _ _---... �„ ...... ET PERMIT S —.... ,.___(� /.� T SIDING ♦O _ti STATUS BLOCKING �i♦i _ Z ROOF MEMBRANE '1 - -- - ROOF TRUSS I 03.29.2018 CONTINUOUS `ice \ \ \� \`� '� R I / DATE BENEATH PLATE ` -4 -y_ . 2X TOP PLATES EGLET ` U r ROOF MEMBRANE PROJECT NUMBER FLASHING 1 17052 i \411 CONTINUOUS .471BENEATH PREFORMED CURB BLOCKING PER /V \ / 1 STRUCTURAL ( =-” . REGLET PROFILE NOTE:TRUSSES 0 6 ©2018 OTAK,INC.Ax...8 ■ PARALLEL TO WALL 13 MECHANICAL SCREEN 9 STANDING SEAM ROOF PARAPET 5 ROOF HATCH CURB 1 ROOF TO WALL AT SIM lf this drawing is red ced/enlarged. Scale not 24"x36",it has accordingly.been A _8,0; SCALE: 3"= 1'-0" A _8.0; SCALE: 1 1/2"= 1'-0" • _8.0; SCALE: 3"= 1'-0" _$.0; SCALE: 1 1/2"= 1'-0" ota k IF 111 ii, '111111111.11. 1.11(411 Ilk Q BRIDGEOtak Ar 'electsInc. STRUCTURE ! i�' , 808 S Third venue, Suite 300 BEYOND ', 8" ,, 9�� �.- Ei 11 , I i dill i I j I j ,,� FRAMING PER \\ \ // P=rtland, OR 97204 SLIP JOINT PER ` 1" _ 8" I a SEE — — - STRUCTURAL �� n•_ in 503.287.6825 .r .. !i PLAN { [. www.otak.com STRUCTURAL i 1 r._:..:..__ T ;I- WRB o u) NOTCH SLIP ' r ji ~ _ i ` 'Eo z JOINT 4"MAX I T�' \ PLATE PER SAM BRIDGE RAILING +I' /i STRUCTURAL "'d j 1 - / ' RECESSED KNOX BLOCKING PER BOXT STAINLESS \ I I= STRUCTURAL T.O. 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I �I I/ �'` _— Aq , SIDING PER ELEVATIONS SUBMITTAL /1 STRIP VENT W/ v�1'— INSECT SCREEN BRIDGE WALKWAY "1-- DRIP EDGE FLASHING sl- __ I SAM f il- 1 V FLASHING CLEAT 6 BRIDGE GUARDRAIL SECTION 3 WING WALL SECTION A _8,0 SCALE: 3"= 1'-0" -8.0 SCALE: 3"= 1'-0" 2'- 10"TYP BRIDGE BRIDGE BALUSTER '* STRUCTURE / 1'-2 3/4"AT N&S ENDS . NOTCH STEEL SLIP JOINT 16 AX-8.03 Ark co BRIDGE BALUSTER IN UNIT ` — AX-8.03 '. - FORWARD POSITION-VERIFY INTERIOR EXTERIOR r- - :, - , IN DEFERRED SUBMITTAL 6 •• I ———— AX-8.01 • I . 17 I 1 1 STAINLESS STEEL I (X' I L . . °D =___ NOTE CAULKING AND RELATED MATERIALS SPECIFIED IN UL SYSTEMS MUST BE APPROVED MATERIALS TO MEET ot THE REQUIRED FIRE RATING. �`' UNIT 3/4"PLYWOOD NOTE * UL SYSTEM NO F-C 1161 OR EQUIVALENT UNDER TUB CAULKING AND RELATED MATERIALS SPECIFIED IN UL CORRIDOR E CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR SYSTEMS MUST BE APPROVED MATERIALS TO MEET ' 3X CAR DECKING EXACT PENETRATION CONDITION WR 5/8"TYPE'XGYP BD THE REQUIRED FIRE RATING. SEE STRUCT FOR WALL AROUND TUB AT RATED &FLOOR FRAMING WALLS ONLY, TYP ;l Otak - �tectS, Inc. ,........01•00--,,,a ihk TUB!SHOWER _ _ UL SYSTEM NO WL1001 AT METALLIC PIPE � ,_%' � ENCLOSURE OR CONDUIT CONDITIONS %,° - -• . - OR WC ..• u �' : ' .r . �.,: .,�- 808 S Third venue, Suite 300 FILL VOID BETWEEN DRAIN \ L * UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR �` m �� P. nd, OR 97204 PIPE AND EDGE OF CONDUIT CONDITIONS El 'n 503.287.6825 PLYWOOD WITH L j SEE SECTION - www.otak.com THERMAFIBER INSULATION/ CONTRACTOR TO SUBMIT UL-LISTED DETAIL FORI APPROVED FIRE SEALANT EXACT PENETRATION CONDITION 1 I •s , P-TRAP AT I�1 N C f� PIPE RISER \\NN �Ir • a . DRAIN I ,,,,,,, ,,,, 8721 LOCATION - ____X- • 7 :RIAN R.FLEENER IV lir /11PIPtIPt -1Y VP•;1?1,11/_w ` ,'I` • \ FIOAT NANDpi THERMAFIBER SOUNDX yNu CORRIDOR Of 0 ATTENUATION FIRE TYPICAL FLOOR J UNIT BLANKET INSULATION JOISTS, SEE STRUCT WALL SHEATHING TO 3/29/2018 II UNDER P-TRAP BLOCKING EACH _ • _L UNDERSIDE B STAMP SIDE OF P-TRAP CEILING MEMBRANE BETWEEN JOISTS SEE PLAN BLOCKING AS REQUIRED 16 PLUMB. TRAP AT TUB 12 1 -HR WALL PENETRATIONS 4 1 -HR CORRIDOR/UNIT _ „ - �'_ 1 t-- -- U L • _8.1 SCALE: 1"= 1-0" A -8.1 SCALE: 1 1/2"= 1-0" NOTE A _8.1 SCALE: 1 1/2"= 1'-0" CAULKING AND RELATED MATERIALS SPECIFIED IN UL PROPERTIES SYSTEMS MUST BE APPROVED MATERIALS TO MEET GRID LLC THE REQUIRED FIRE RATING. UL SYSTEM NO F-C-1069 OR EQUIVALENT CORRIDOR n NOTE SEE STRUCT v CAULKING AND RELATED MATERIALS SPECIFIED IN UL CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR FOR WALL& CONSULTANT EXACT PENETRATION CONDITION ° - • SYSTEMS MUST BE APPROVED MATERIALS TO MEET FLOOR FRAMING 4 ' �- WR GYPSUM FINISH PIPE �- - THE REQUIRED FIRE RATING. PENETRATION """" 2/2/" '"` i £ IR i /2METALLICPIPE3X CAR DECKING NCLOSURE OR CONDUIT CONDITIONS FIRE STOP \ ■ SEE PLAN --;11„/"----- UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR SEALANT PER SECTION SEE 16/AX-8.11 FOR CONDUIT CONDITIONS \ r..„---'''-------z------ --:---; INFORMATION AT THIS LOCATION - _ CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR ^° ;;- EXACT PENETRATION CONDITION , BEAM PER .,,. M f� STRUCTURAL •:- ------------------_____ Icy{ I\A v 5/8"TYPE'X'GYP BRD T PIPE RISER <•->TYPE'X'GYP BD AT / N. Pfl '_' �'N RATED WALLS TO BE [_. - - - - - - CONTINUOUS BEHIND _ <> • TUB/SHOWER j ENCLOSURE �s PROVIDE 3/4"PLYWD • S fll ltlft I,,, - UNDERLAYMENT C �� UNDER TUB FOR 1-HR Iilt _ i ''. ... .�:. .`:'., ., <I \..., RATED, DOUBLE ,L I + __...4:_e__-_-C> .._.... • LAYER WOOD FLOOR/ :',:-,;---:_:':-.•.-.W.'_- :}. r.::,-4 -:'.-?,1•:.______,___.--A=....,....x-_ , -:'--"....-'1' CEILING ASSEMBLY FIRE STOP SEE PLAN SEALANT SEE SECTIONS CORRIDOR J Q 15 RATED WALL & FLOOR AT TUB 11 2-HR WALL PENETRATIONS s RATED FLOOR PENETRATION C, 1 -HR RATED BEAM WRAP F- CO • -8.1 SCALE: 1 1/2"= 1'-0" • -8.1 SCALE: 1 1/2"= l'-0" • -8.1 SCALE: 1 1/2"= l'-0" SCALE : 3"= 1-0" W Emu 0 N A ,`. BLOCKING FOR NAILER z 0 - • W I-- SOLID WOOD MEMBER, r- -I OUTLET BOX,TYP • SEE STRUCTURAL NAILER AS REQUIRED X Ir7-- • • SEMI-RECESSED FIRE APPROVED 7 'I' ; �/� SEE W EXTINGUISHER CABINET, OR NONCOMBUSTABLE FIRE RATED SEALANT �/ cc ELECTRICAL PANEL-INSTALL FIRE STOP AROUND AT EACH SIDE . STAIR 1; UNIT SECTION Ct c I z • 0 u— PER MANUFACTURER'S ALL MEMBRANE _O to I I I INSTRUCTIONS PENETRATION, TYP z 1' ��" �` , ; „•- �Q 1 o Ea DI I ow • " W SEE •PLAN e ' co • Y J I Q Q I �' ` WRAP FRAMED I. N Nlr --' I OPENING W/5/8" O 2HR FIRE BARRIER Z i•- I I TYPE'X'GYPSUM = . �, M BOARD TO i -• = NW VERIFY MAINTAIN 1 HOUR N 0 ' WITH MFR I' 1 ASSEMBLY ADA :;, ,,,,r' IttIll, w .,:„ _ INSULATION CEILING FINISH V A' U) Ct '. -) a <...`l: .:M•` :a . . ..: _ .i LI■, 8 a 0 - NOTE: TRUSSES SHOWN .., / ■ �. TOP OF FEC TO BE PERPENDICULAR TO WALL. SIM __,.!1,_.•••.., O' WF- FINISHED SEE PLAN I 4 6 ABOVE CONDITION AT PARELLEL TRUSSES. Ce = Q FLOOR ti 0 14 RECESSED FE CABINET/ ELEC PANEL 10 1 -HR WALL OUTLET PENETRATIONS 7 2-HR WALL TO ROOF 2 2-HR - JOISTS PARALLEL TO WALL TITLE A -8.1 SCALE: 3"= 1'-0" • -8.1 SCALE: 1 1/2"= 1-0" A -8.1 SCALE: 1 1/2"= 1-0" A -8.1 SCALE: 1 1/2"= 1-0" # DATE DESCRIPTION SOLID WOOD BLOCKING q '• ;,. SEE STRUCTURAL V U • CORRIDOR 38 "Y ; OUTLET BOX,TYP11 STAIR • UNIT STAIR • I I APPROVED NONCOMBUSTABLE i - Z SOLID WOOD MEMBER ,': , REVISIONS FIRE STOP AROUND // \ / • ' 1 ALL MEMBRANE G . aq < . _ PENETRATION, TYP D Q - ' _ w Z t Author Checker � • �. Q DRAWN BY CHECK BY SEE PLAN • o z ,''.,.,.,.'.,.,.,.,,1i,1�' PERMIT SET N . , , , • , T T . . , Y STATUS e _ • • :....' , : 03.29.2018 'i y DATE 4 X _ i >< 2x CEILING FRAMING WITH ,, � .` 17052 -- ��' GYPSUM BOARD CEILING PROJECT NUMBER CORRIDOR 38 2-HR STAIR/SHAFT _ ____ FLOOR JOISTS PERPINDICULAR TO WALL MEN 8 ■ 9 2-HR WALL OUTLET PENETRATIONS 5 2-HR STAIR/ CORRIDOR 1 2-HR - JOISTS PERP TO WALL ©20180TAK,INC. A -8.1 SCALE: 1 1/2"= 1-0" • -8.1 SCALE: 1 1/2"= 1-0" A -8.1 SCALE: 1 1/2"= 1-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. Otak Arc. ' ects, Inc. 808 SW ird A enue, Suite 300 Po and, OR 97204 m- 503.287.6825 _www.otak.com 2,72 A. c'IAN R.FLEENER p • PORTLAND,OR OF Q 3/29/2018 STAMP DBG PROPERTIES LLC CONSULTANT 5/8"TYPE X GYPSUM BOARD EA SIDE OF COLUMN I , r 1.L. '---r N• i \._ COLUMN PER NON-RATED WALL STRUCTURAL PER PLAN -J Q 3 1 -HR RATED COLUMN IN NR WALL to w I —8.1 ; SCALE: 1 1/2"= 1'-0" 0 Z0 I W w jr IX • " NON-RATED RATED FLOOR ' N + WALL PER PLAN _ PER SECTION 2 F--- ►� I cc w Ct STUDS FOR NAILING h IA <IC o r AT WALL 0 SEE PLAN ( INTERSECTION r 2X WOOD BLOCKING �� Ile CO \ >' CO R Q V, 1111 0 N 1- c‘i 111 SEE PLAN Ct S NON-RATED I _�1 GYPSUM BOARD TO Q tX WALL PER PLAN I REMAIN CONTINUOUS a) O 0 /� __ _ AT RATED ASSEMBLY Q n/ —-—1/ -— CONT SILL SEALANT W i Ili EA SIDE OF TOP PLATE = p Q 5 - WALLINTERSECTION 2 RATED FLOOR I— z 1 HR TO NR WALL —8.1 , SCALE: 1 1/2"= 1'-0" A —8.1 SCALE: 1 1/2"= 1'-0" TITLE # DATE DESCRIPTION STUDS FOR NAILING AT WALL CORRIDOR INTERSECTION 2-HR WALL, SEE PLAN + N . N N N IL I <> W X S `- GYPSUM BOARD TO REVISIONS \\ X RATED WALL REMAIN CONTINUOUS PER PLAN AT RATED ASSEMBLY Author Checker ' i". SOLID STUD FOR DRAWN BY CHECK BY NAILING AT WALL UNIT UNIT SEE PLAN a INTERSECTION PERMIT SET STATUS TYPE'X'GYP BD CONTINUOUS BEHIND g 03.29.2018 STUD AT INTERSECTING DATE --V\---— PARTITION NON-RATED WALL • PER PLAN 17052 PROJECT NUMBER Ax..8 i 1 2 4 2—HR WALL INTERSECTION 1 RATED WALL TO NR WALL ©2018 OTAK,INC. A —8.1 , SCALE: 1 1/2"= 1'-0" ' —8.1 , SCALE: 1 1/2"= 1-0" If this drawing is not 24"x 36"it has been reduced/enlarged. Scale accordingly. VARIES SEE PLAN '+� f ...•011410.131ee-e°..* kik COUNTERTOP LL 2'-0"MAX L •J• �' ,,,v;:_____ ___ BACKSPLASH `` 2" 3!4" MELAMINE SHELVING Otak Ar ' ects, Inc. r MIRROR • WITH FACTORY EDGE AT FIXED PANEL _ .� FRONT EDGE 808 S hird A -nue, Suite 300 Po =nd, OR 97204 .,� �„f \ ma 503.287.6825 o www.otak.com LAVATORY I _ COUNTERTOP COUNTERTOP &BACKSPLASH & BACKSPLASH 1 x 2 MDF CLEATS AT WALL INSUL WRAP I 4 W/45 DEGREE ANGLE CUT AT /�:� /$ PLUMBING �_ LOCATE REMOVABLE b FRONT EDGE,TYP �,�„? �_ I _,, � CABINET AT OPEN 6 372' KNEE CLEARANCE ~ `' O END OF COUNTER z b WALL BEHIND o n- `TO COUNTER o BRIAN R.FLEEi�ER (ANSI 117.1) �/; REMOVABLE CABINETRY 1 Y w O WALL BEHIND \� J N TO BE FINISHED ` ' o z v O o r, ¢ REMOVABLE CABINETRY o FACE OF WALL —� Di i� Q z 2 ce - 0, 1l TO BE FINISHED 1 ZPORTLAND OR J N REMOVABLE t 1 \ o z ' NOTE:ACCOMMODATE CABINET o o 2 O M Ov m M FLOORING TO , ' OF 0 KNEE CLEARANCE BEHIND 2 FLOORING TO a.° \/\ CONTINUE REMOVABLE CABINET @ in CONTINUE UNDER M UNDER 3/29/2018 TYPE A UNIT AND TYPE B CABINET • 1 -a• '4 CABINET co STAMP UNITS USING FORWARD • 4 4 .. 30"CLR MIN APPROACH @ LAVS, SEE 8"MIN , 30"MIN ;- REMOVABLE CABINET' NOTE: SEE 20/AX-8.13 FOR UNIT PLANS FOR REMOVABLE CABINET LOCATIONS 6" 11"MIN -,• ,1 �► •� SE UNI PLANS/ELEVS VARIES7z •r •`- SEE UNIT PLANS/ELEVS ^ KNEEEQSPACE MAX REQUIREMENTS. DBG PROPERTIES 20 ACCESSIBLE KNEE CLEARANCE 16 REMOVABLE KITCHEN CABINET 8 REMOVABLE CABINET AT VANITY 4 UNIT SHELVING LLC • -8.1 SCALE: 1"= 1'-0" • -8.1 SCALE: 1/2"= 1'-0" • -8.1 SCALE: 1/2"= 1'-0" A _8.1 SCALE: 3/4"= 1'-0" CONSULTANT 39" 'it- • COUNTERTOP ADJUSTABLE WIRE SHELVING SYSTEM // INSTALL ELECTRICAL ,/ \ OUTLET OR SWITCH BOX ' HORIZONTALLY Al . —L - :!L LI • CLOTHES 2 HANGING ROD Ilik m AND HANGING , ACCESSIBLE WATER CLOSET 39„ TYPE A LAUNDRY EQUIPMENT 2x6 WOOD STUDS AT 16”O.C. z ROD BRACKET iii• uu"ndi . 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WALL / -� - WCD I FIXTURE MOUNTING I PLUMBERS I Ix i Y J 36"MIN 24"MIN 54"MIN 12" 24"MIN 24"MIN MEMBER .� • �' .r •r I i, 18" 18" I y' .iTAPE(OR L 12" L EQ EQ �, , 12" 42"MIN 1 MIN " CLEAR •r CLEAR .1._. q APPROVED 0 / N Q MIN • .�' MAX J 1 1 , I i I -0r 15 3/4" 12" t EQUAL) I I �r 1'-0" z f- $ I I 15 3/4" 15 3/4" I '� MIN = N w •i` STRUCTURAL / -J i r 7 r I I r- -� WALL \ IN 0 LC �J L - �J �J �C �J i �. '-� - - - - -�- - - `LJ MEMBER lol \ a W 8 �■ Ill I LI , , , 1 , , f ? f il I in [ — I I \ �y' _/ i :9. FLUSHJ J `' FLUSH -I Q M ¢ M FLUSH I M FLUSH \ ti 0 �.(� Ni.". M LEVER ON ¢ ' LEVER ON ¢ co M M "' ih LEVER ON I W V- u� (,)Zn ' WIDE SIDE " WIDE SIDE °' ` "' co LEVER ON I M "' WIDE SIDE [� = O Q �. 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STOP di •L M DATE 15"- 16" BATHTUB WITHOUT BATHTUB WITHOUT BATHTUB WITHOUT TYPE A/TYPE B BATHTUB TYPE A/TYPE B TYPE A/TYPE B I PERMANENT SEAT PERMANENT SEAT PERMANENT SEAT (BACK WALL) (CONTROL WALL) (HEAD WALL) r 1 17052 PROD (BACK WALL) (CONTROL WALL) (HEAD WALL) PROJECT NUMBER -,1 L,--- (.1-X J NOMINAL DOOR DIMENSION Ax...8 AX-8 . 13 1 3 ©2018 OTAK,INC. 17 ACCESSIBILITY MOUNTING HEIGHTS , 5 DOOR CLEAR WIDTH 1 ADA SILL TRANSITION If this drawing is not 24"x36",it has been 8.13 SCALE: 1/2"= 1'-0" 1" A _g 1 SCALE: = 1'-0" _8 1 reduced/enlarged. Scale accordingly. ' SCALE: 6"= 1'-0" Ot ak „mgie,eete'aijKA IL, Otak A : ' lects, Inc. 808 S Third venue, Suite 300 P. land, OR 97204 in 503.287.6825 www.otak.com f , r I • d 372$ BRIAN R.FLEENER' w s VIAND,OR OF 0 3/29/2018 1x4 CEDAR BOARDS STAMP -8.1 ' ,.._ __I-nu( i. -1 Li.r-17141-1 . 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AIR SEAL GYPSUM BOARD TO TOP PLATE AT LEVEL 4 808 S hird A nue, Suite 204 DEMISING WALLS Port nd, OR 97204 mai-503.287.6825 41 • t•..m.:: �� .� =rww.otak.com Ile �._. « i... . s r:• • i ••• .•. .. •.i ' j� ` 3. SEAL ALL ELECTRICAL BOXES SEE 10/AX-8.11 fl J • .. .. •W ,. • 4. SEAL ALL MEP PENETRATIONS IN WALLS SEE 12/AX 8.11 • • • •, •- • • • • i •l i i •i `� ��..� t� • �1 ` o.a.r zagi��� •lc • 5. SEAL ALL MEP PENETRATIONS IN CEILINGS SEE 8/AX 8.11 •,1, ,�, •it 8 et• ' • 6. ALL EXTERIOR WINDOW AND DOOR OPENING TO HAVE 3120 •, • CONTINUOUS SEALANT SEE OPENING DETAILS ONvei i or + SHEETS AX-8.01 AND AX-8.02 r- , . -, • • 7. THERMAL INSULATION TO BE INSTALLED PER RESNET PORTLAND,OR ' GRADE ONE PROTOCOL p. 11-7161 ■ "r(1-.. \ 4-Almer...Tais ! r I....... y _, IL.) .• 8. ENVELOPE TO MEET REQUIRMENTS OF THE ENERGY =="===== =� .-E1 .._._. STAR THERMAL BYPASS CHECKLIST 3/29/2018 !II .), Ell 1..._______i • '' 1 it r Ofirl =- r ( 9. 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If this drawing is not 24"x 36",it has been • -8.2 SCALE: 3"= 1'-0" • -8.2 SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. • • . • • . ., ...ri.. .:ak • • . . . . ...,_/._-........._.........._.. 1... ..,...,,,,,,_...42111, . . . , . , Otak Ar ' -cts, Inc. SQUARE STEEL HSS AT TOP OF GATE I 808 SW hir Av: ue, Suite 300 Portl- d,OR 97204 • mai .03.287.6825 / -a* 20'-0" ,� 'ww.otak.com j • Id O ' • 3720, •e4 • 1x4 VERTICAL n d • R1A11 R.F�.�E�IERrei CEDAR SIDING V W • • r I • �� : CI STEEL ANGLE I % - ' (_ I I i i (- ' . ? i i - • (PAINT BLACK) % - j 1 i 1 f I Ii i j ! PBRTLAND,OR i-'-- - I i i I ( 1 i I • • i ! i 1 ! i 1 : i ' i i I CEDAR SCREEN • • U I�' • I l ' I I IBOLLARD ` I I i/ 3/29/2018BEYOND i I 1 i }1 ' 1 ? I STAMP 1/4"STEEL TAB WELD TO HSS ' !jV w I I v n — , I l 1 _ .,�_ I i i ! i ! iiIIIIi � Ii � ( �.. I 1 I ' ! I ' PROPERTIES SQUARE STEEL HSS ! I ( 1 i I I 1 i i ! 1 i i AT BOTTOM OF GATE / i , 1, ,; ,� •� • L I i j LLC I - I I I I I 1 j i ! 1 1 ( I - - 1 — i--!- ( 1 - I - - - - - - - - - - - - - I - - - - - - - - - -i I i j 1 �-I -I--H I I C ! :- i fi I i - T!! I-I 4 - , i CONSULTANT •r • . z re iiik--- /- 6„ , • • ° 1/2"DIA CANE BOLT&CAST-IN BOLT SLOTS AT CLOSED& 1 6"DIA. STEEL PIPE-FILL W/NON- OPEN POSITIONS FOR EACH 6 WASTE ENCLOSURE - SCREEN SECTION 6 SHRINK GROUT-ROUND TOP GATE -9.01 SCALE: 3"= 1'-O" ;I' DOME TOP OF CONCRETE FOOTING BACKER ROD AND SEALANT OVER 1" SQUARE HSSJOINT FILLER e , GATE FRAME PAVEMENT, SEE CIVIL 1/4"STEEL TAB - '► `f aI 2 WELD TO HSS -- 4-- • ; '. - " 16"DIA. CONCRETE FOOTING •. ;, 1r , i •° WASTE ENCLOSURE- ELEVATION REFERENCE STEEL ANGLE :1?. '.a _ - •� (PAINT BLACK) ' ' . -a' ' -9,01 SCALE: 1/2"= 1'-0" I G • 1x4 VERTICAL -_- i_::, _ e: r_ ./:j j ! CEDAR SIDING i _1:i; _-!_ 71 c7,-•. 'fs 1 , •-.- r- - 1 1 ;r•,i;I, P. J o / 4. m .i ° _ aCO .� •.. ,: j --- I-"--- ' I /FOOTING 4X12 PT WOOD BUMPER-CENTERED AT 12" '�. : -. < : i. 20'-0" / AND 48"FROM FINISHED FLOOR W/ Z 'm'r�� �` EMBEDDED ANCHOR BOLTS OR EXPANSION / ANCHORS INTO SOLID GROUTED CELLS, LLI 5 WASTE ENCLOSURE - SCREEN PLAN 4 BOLLARD DETAIL TYP AT ALL INTERIOR WALLS -9.01 SCALE: 3"= 1'-0" ' -9.01 SCALE: 1/2"= 1'-0" / F.= IX < C.) • COPED CMU CAP '' • !.. ;+ : . ;' •• -• d . Q o°; ' ':'° a. re LU < Ill t�Q" '°• -,..1, . •• ,p/ln:_ <• a _ !_• �`,♦ d,df. •.d .- • ,1+;4' ° Qi".11 Cn'. . ,'= vad _ _ • 14::: • - s•• _ ,�a, _ , V v I <♦ ,' r � d' ,�.Ya.: ' ..,.d•,••.. t •b .� ''y,/Ay/a,•r<r,e'<-`id d 'I�: -s x- •d�°,qt.'•, _:♦,Y•- ♦' I,•_ : L,.,a'd..•,-_' ar'p'p'_-.•` '.-d , di <; ..♦d;,', ♦•`s'�,`'.4.•,.°•a-,e�. ,d:d,;' . 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Q " •♦ • -H -- Sl - •, : .• , • .�•• - -- . • ' i- _♦ a • ,STRUCTURAL / / SLOPE • . _ / - M gti• - �F. 1I _ . _ _1i I I /tl ill1 ..° - . d'• `♦' - i ..._."'-- __..... ! t "-- I I 1-7.--1 "----'-i -..._-_.-I i ' nn \ e: �.�r.++,,,,,,t07 �.. "• � :• •. �. 1 � 1 mr .•�,r:,• r, ��r,• ".. 1 i--^'--- I-----L - .....- 1 --- ! // o .�� �So�S f� �- � I� �. 1l;Ts. ��I�l -iI,,•�I.14- iiI._ ( I.... 1 _ ' II• ' . ,•.:. •••••••.•.-...... .'� . . •I•eV :� .'• .:. ..�.• . •'t ____ _ _____ CAST-IN BOLT SLOTS AT •40',... .,4,...„.„ %.•. 1 . •., 1 •r. 1•0_,,,t 1•��IL• .• .%.• 1•..- r�- 4.0,40/A.4 •.•1�:-� •�• • ,�:�,' I- -; -I i I i- REVISIONS �• i • O• '�i sora i •�„-� •- s i �,�ai•i i�/^ /.�_...._ ;_._.__...! ! 1W _., T— 1 / *±_ . • ••_• ��- •••-g- •As.�• -."- -_..........-0241!.. _P.•,_ i ` I I _ ._m_.. L....._.! O OP POSITIONS CLOSED& EN P I.___.__..... ! FOR EACH GATE 4 CRUSHED ROCK BASE �/4 I�•`_- I '--1 iI I I I j STEEL GATE,TYP. •4'•• ,g . : _ _ i----1 I N er DuRAWN BY CHECKAthor BY •� •° •.'` '�•• •: ••- -° . -''- __—�=_=-i+- PERMIT SET CONCRETE FOOTING, SEE •r i ' V ♦ i-" L. STATUS STRUCTURAL 4.` _ ,•. ° v` • d 4, , d a • • 03.29.2018 DATE d, .: ;:: ° ' a 17052 PROJECT NUMBER • AX-9101 • 1 WASTE ENCLOSURE-PLAN REFERENCE ©2018 OTAK,INC. 3 WASTE ENCLOSURE - WALL SECTION , A -9.01 SCALE: 1/2"= 1'-0" - - - - ' -9.01 SCALE: 1/2"= 1-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. i . . _ _ . • . . . \ _ \ ERosioN AND SEDIMENT CONTROL PLANS (1200 . c ) Otak ti /„' Swti� \ NI eRs7R6.�T Otak, Inc. ;;�� T 808 SW Third Avenue, Ste. 30 41 /// /. /7 DEVELOPER STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. Portland'.287. 6822 �`�`% �! PROPOSED THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE vuww.otak.co k uBDIVISION CONTACT: NAME CONTROL PLAN DRAWING NOTES %� WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, cl7/ ADDCITYRESS S ZIP THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. cc,0 1 PIROFfs� / PHONE: XXX-XXX-XXXX 1. Hold a pre-construction meeting of project construction personnel that includes the inspector to discuss erosion and 4, FR O� _I sediment control measures and construction limits. (Schedule A.8.c.i.(3)) BMP MATRIX FOR 91573PE l • , i _SW dREjVIE ST 2. All inspections must be made in accordance with DEQ 1200-C permit requirements. (Schedule A.12.b and Schedule B.1) PRELIMINARY I I I 3. Inspection logs must be kept in accordance with DEQ's 1200-C permit requirements. (Schedule B.1.c and B.2) CONSTRUCTION PHASES sAoREGON 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local `� r 1 s 'I-o sco ilill PLANNING / ENNEERING / municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retainedSV�KNS Iby the permit registrant but do not need to be at the construction site. (Schedule B.2.c)It5. All permit registrants must Implement the ESCP. Failure to Implement any of the control measures or practices described In REFER TO DEQ GUIDANCE MANUAL FOR A - I EXPIRES: 12/31/2019I ji the ESCP is a violation of the permit. (Schedule A 8.a) COMPREHENSIVE LIST OF AVAILABLE BMP'S. STAMP OTAK INCORPORATED 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) MASS UTILITY STREET FINAL WET WEATHER - ' CONTACT: KYLE CHILDERS, P.E. 7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all r i ---) 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 CONSTRUCTION STABILIZATION (OCT.1•MAY 31st) _ ��(� 8. Phase clearin and radin to the maximum extentpractical toprevent exposed inactive areas from becominga source of EROSION PREVENTION u PORTLAND, OR 97204 g g g p DBG PROPERTIES PHONE: 503-287-6825 erosion. (Schedule A.7.a.iii) PRESERVE NATURAL VEGETATION "X X X X X X GROUND COVER X X LLC 4c/\\/\/ FAX: 503-415-24989. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important HYDRAULIC APPLICATIONS trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site PLASTIC SHEETING X X X X Z� \ li ) NARRATIVE ���M'� �d 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 / DESCRIPTIONS ( )) DUST CONTROL X X X X X X TEMPORARY/PERMANENT SEEDING X X X EXISTING SITE CONDITIONS 10. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and BUFFER ZONE x s� ' * VACANT PROPERTY after grading or construction. Identify the type of vegetative seed mix used. (Schedule A.7.a.v) OTHER: 4'9ll Ill 11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Schedule A.7.b.i.and (2(a)(b)) SEDIMENT CONTROL �J IISEDIMENT FENCE(PERIMETER) "X X X X X X 1<% I DEVELOPED CONDITIONS 12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers SEDIMENT FENCE(INTERIOR) X X X X CONSULTANT prior to land disturbance. (Schedule A.8.c.i.(5)) DEWATERING X X j * MULTI-FAMILY SUBDIVISION AND UTILITIES 13. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstream channels and SEDIMENT TRAP ' ' I streambanks. (Schedule A.7.c) INLET PROTECTION X X X X X X L NATURE OF CONSTRUCTION AMITY AND ESTIMATED TIME TABLE 14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times during STRAW WATTLES X X X X - * CLEARING (MONTH 7/2018) construction, both internally and at the site boundary. (Schedule A.7.d.i) FILTER BERM NATURAL BUFFER ENCROACHMENT ' ', * MASS GRADING (MONTH 9/2018) 15. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Schedule A.8.c.i.(6)) OTHER: * UTILITY INSTALLATION (MONTH-MONTH 12/2018) 16. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses. RUN OFF CONTROL Temporary or permanent stabilizations measures are not required for areas that are intended to be left unvegetated, such as CONSTRUCTION ENTRANCE "x x x x x x * STREET CONSTRUCTION (MONTH-MONTH 12/2018) dirt access roads or utility pole pads.(Schedule A.8.c.ii.(3)) PIPE SLOPE DRAIN , .\ I * FINAL STABILIZATION (MONTH 12/2018) 17. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i.(7)) OUTLET PROTECTION X X X X SURFACE ROUGHENING X X 18. Prevent tracking of sediment onto public or private roads using BMPs such as: construction entrance, graveled (or paved) CHECK DAMS SITE MAP TOTAL SITE AREA = 24.15 ACRES exits and parking areas, gravel all unpaved roads located onsite, or use an exit 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 HAZ WASTE MGMT X X X X X X SITE SOIL CLASSIFICATION: 20. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from cleanout of stucco, Ci) ff_ fSPILL KIT ON-SITE X X X X X X 1 -400 1 - ALOHA SILT LOAM (HSG 'c D' paint and curing compounds. (Schedule A.6) CONCRETE WASHOUT AREA X X X W / ) 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, OTHERI: 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. CO ♦ `� - 11 C - CORNELIUS AND KINTON SILT LOAMS (HSG 'C')(7%-12% SLOPES) ry # SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. 0 I I I Icuring compounds and adhesives from construction operations. (Schedule A.7.e.i.(2)) • �� - �� l 22 - HUBERLY SILT LOAMS (HSG 'C/D') 22. Implement the following BMPs when applicable: written spill prevention and response procedures, employee training on spill Z - ' ` I 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, wi `� ■ �� - RATIONALE STATEMENT Z -1 , s - ,, ..,� material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Schedule A. \ik 41 �J;1447 I I I _-__ ED ON-SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. ALL FILL 7.e.iii.) W �Q ► MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND23. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. (Schedule A 7.a.iv) A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's 11� UTILITY TRENCH SPOILS, 4A . 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 W BMP's releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. SOME OFTHE ABOVE LISTED BMPs WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT ilk "5-ia-s�, I (Schedule A.9.b.iii) EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON Z J I RECEMNG WATER BODIES: SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO 25. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant LLI SW HUNZIKER STREET PUBLIC STORM CONVEYANCE TO THE REDROCK CREEK AND THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO A/ '^ EVENTUALLY TO FANNO CREEK. removal is employed, submit an operation and maintenance plan (including system schematic, location of system, location of REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. `j_ v kl f O ` �711inlet, 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 Z Z Oa a o I ` � . , �, � according to manufacturers specifications. (Schedule A.9.d) U J L_ .� PERMITTEE'S SITE INSPECTOR 26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is responsible for W Cl_ . I\ �: �► COMPANY/AGENCY: OTAK, INC. ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.b) Et 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 0_< O O I t ' BMPs must be implemented toprevent discharges to surface waters or conveyance systems leadingto surface waters. W 1 FAX: 503-415-2304 p g y y �] fl I ROBERT.FISHER@OTAK.COM (Schedule A 7.e.ii.(2)) Cl) a I- E-MAIL: 28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather. (Schedule A.7.0.i) V E Z Ili r---) CERTIFICATION ID: CESCL IDS - 70820 29. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence Q \ l J DESCRIPTION OF EXPERIENCE: removal. (Schedule A.9.c.i) U 11146 " ~ 10+ YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL ) F- w CI ����� 30. Other sediment barriers (such as biobags): remove sediment before It reaches two Inches depth above ground height and ZMEASURES FOR VARIOUS JURISDICTIONS IN NORTHWEST OREGON AND U- 0W_� �� Inzil�� before BMP removal. (Schedule A.9.c.i) 0 - SOUTHWEST WASHINGTON. 31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove W // i trapped sediments before design capacity has been reduced by fifty percent and at completion of project. (Schedule A.9.c.iii& i"' 0 __I- Fir �iv) _ CC 0 LI INSPECTION FREQUENCY: 32. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the U W U 9 9 -----. sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream ' Fit- 1 SITE CONDITION TITLE '-N ` , /�► , 441, clean-up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. (Schedule._I L , ������•.._ rRO C� T DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF A.9.b.i) # DATE DESCRIPTION T _E =111 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 A MOM 11111114 "I' ,k I 1. ACTIVE PERIOD material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii) SHEETZ =i�� 11111111►1�����, AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS 34. The entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding, or other method INDEX 1111111I��y� ,' REGARDLESS OF WHETHER STORMWATER RUNOFF IS should all construction activities cease for 30 days or more. (Schedule A.7.f.i) �111� 1a ill I// .. OCCURRING. \\ / ,G 35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a 3 \ &'--- -� ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL covering of blown straw and a tackifies, loose straw, or an adequate covering of compost mulch until work resumes on that EROSION AND SEDIMENT CONTROL PLANS 2. PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY portion of the site. (Schedule A.7.f.ii) 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 Lu. LEAVING THE SITE. established. Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must N VICINITY MAPp pry EC1 .0 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. be removed and disposed of properly, unless doing so conflicts with local requirements. (Schedule A.8.c.iii(1) and D.3.c.ii and CLEARING & DEMOLITION PLANS (1 OF 2) NOT TO SCALE (14) CONSECUTIVE CALENDAR DAYS. iii) EC1 .1 CLEARING & DEMOLITION PLANS (2 OF 2) REVISIONS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EC2.0 4. PERIODS DURING WHICH THE SITE IS GRADING, STREET, AND UTILITY CONSTRUCTION s PROJECT LOCATION : PROPERTY DESCRIPTION : INACCESSIBLE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR LOCAL AGENCY-SPECIFIC EROSION EC2.1 SOUTHEAST OF THE INTERSECTION OF 2S1 00 TAX LOTS 10001600 DOWNSTREAM LOCATION. GRADING, STREET, AND UTILITY CONSTRUCTION SLH KDC 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY, RESUME MONITORING IMMEDIATELY UPON MELT, EC3.0 EROSION CONTROL DETAILS DRAWN BY CHECKED BY SW WALL STREET AND SW HUNZIKER STREET, WILLAM�IIE MERIDIAN, WASHINGTON COUNTY, OREGON UNLIKELY DUE TO FROZEN CONDITIONS OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. CONTROL NOTES: EC3.1TIGARD, WASHINGTON COUNTY, OREGONEROSION CONTROL DETAILS PFI SUBMITTAL LATITUDE =45'25'37"N, LONGITUDE =122'45'27"W • HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC STATUS INSPECTOR TO D I SCUSS EROSION AND SED I MENT CONTROL MEASURES AND CONSTRUCTION L I M I TS. 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 8 (Schedule A.8.c.i.(3)) in the mix must be identified on the plans. DATE a • ALL I NSPECT I ONS MUST BE MADE I N ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. 2. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a 17052 • I NSPECT I ON LOGS MUST BE KEPT I N ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. sediment control BMP i.e. (filter bag). PROJECT NUMBER ATTENTION EXCAVATORS: • RETAIN A COPY OF THE ESCP AND ALL REV I S I ONS ON SITE AND MAKE I T AVAILABLE ON REQUEST TO 3. All exposed soils must be covered during the wet weather period, October 01 - May 31. "' OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. DEQ,OAGENT, OR THEN LOCAL DAYS,MUI C I PAL I THE ESCP A I TACT I NE TRU I TDOS OF GREATER THANASEVEN (7) co CONSECUTIVE CALENDAR RETAIN ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN LOCAT I ON. (Schedule B.2.a) COPIES OF THESE RULES FROM THE CENTER BY CAWNG 503-232-1987. IF YOU HAVE ANY QUESTIONS EC0 . 0 L„) ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO ©2018 OTAK, INC. E. BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699.o If this drawing is not 22"x 34",it has been d reduced/enlarged.Scale accordingly. ,.. joai. , - .:, Oták _ : � : . moi ► I ��, Otak, Inc 9f�� � 1` 808 SW Third Avenue, Ste. 30 ;t i �`_ �,'' Portland, OR 97204 Louril_ t 1�i 503. 287. 6825 I \� i,c,..;. ' 1 -7 ,-, . www.otak.corr I \ ,� 'it /li.:l-� I �� " l ,.! , �"��l,. i'"� �►F�,+� ;to I .,,,...,,, , -.#?,), ; \,._1w , _ ,,..._ (t) , 4 / 91573PE lt „ ' c 1i ! I k _ . PRELIMINARY 11101� \ � �� \ 1 / \. 11 ,.pc., OREGON I \ \ \ / /ID \ 1 i 1 ( JTt ,i J F Q CH\\-v G , ' . 1 I CONSTRUCTION NOTES: �V ..* : ..0 ' 1 I a: ;, 1 1 1 I ; �.. I 1 1 1 I I I I _� EXPIRES: 12/31/2019 I I 1 1 1 1 1 __. �01,4*-4. ..• •4'GI i i i I� INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0 STAMP OL tai`it I 1 2 3 I I ; -' yi - �_ A' c I ;RT ' 1 'Or\ ' - i i N A 1''#' INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. r13/• V . ,_,_,Ii—j` "E-- 1. :r� � I I I 1 1 A i I 1 \\ 3❑ INSTALL SILT CONTROL FENCE PER DETAIL 875, SEE SHEET EC3.0. DBG PROPERTIES G� . � �/�� I �I 1 4.1 , j / 1 \ \ , 41/ILLC M ' / I ' a� , ,! j / 1 1 , T f' c ` �,=; - r / of )0SE / / '7 it kcv / :,r • , ,/ I 1 I, , I 1 / I 1 I ; t THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME • -� �J !P 0 � ' I ' I I e "DRY WEATHER” CON TRUCTIO " `S ; ^ ; I 1 1 I , 1 / / � � CONSTRUCTION. WET WEATHER vCD /`, a i $ ; / , , 11:04rhi '�A; ; 1 / I ; ; ; ' ,,>�; CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN �o / a ""'► ^ 1i / f ' jj I 1 ' l i _`!- i �`►%� OCTOBER 1ST AND MAY 31ST. ✓' I o o "� ► 1 9 Or N. • cv N " / / j J / i ( , i 1 \ ! ill �� /- c� , / / l /4",„,- aaer / I I ' 1 1 1 1 1 / / c' CONSULTANT ;1 1 int 1/r .APVIA 1 OS Air"ft* I 1 I I 1 1 / / / Z ,.." / / at 11 ,111 JO* 1 -VII _ ..„•:4,-_-_-.--; , / hiti �( ', I I1 Litli I 6 � i 1_--/ I ��/ GENERAL NOTES. -�. / / , / / .� I 1 I , 1 irri4et:Wal04/41,..,1 IIIl 1 , / 1\ I .i►�f/ - ! ?�`% 0 ./. / / / f , l I ' , ' ' ' \\ �,; ; 1 . SEE SHEET EC1 .0 FOR CLEARING AND DEMOLITION ; I r rl / A '�. , , 1 I/ / I ill �' : tk EROSION AND SEDIMENT CONTROL NOTES. • / -*-/ /1 /I / / / -' / ,-(31, , , , u , , , ,, , ,/ 7' 1 I I ,..., I iii' 1 / \, Nifl 1 ( if / l I, '> , % // I "'/ % �l 1 1// I l / 1 1 -. /, \ . _,; 11 ,.. i ,� / / / / // / 1 / I 1 1 1 I / 1 i Ili _L , / / / / / / / , f I I 1 I I 1 / ,. a ! , // ^ ! / I j j 1 I I 1 I I 1 __I' i f \\ iIi{1� �elJ0 / 3, 2 / / �+ y4' / 1 1' / i I i 1 1 1 1 I 1 �' I-; / i J - i! 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''/,i `� �� '/ //' �R' '/ ./'' /'/ ,/ / %/ % 00 // /' / / / / / / / / / / 1 1 \ / ( \ ///1111mit, \ s: \\ j �r; `;,1.23 + ► � \ / / / \ ' \ EXISTING CONTOUR (2 FT) J / / /' / / y, / / i r / i / 1 I J \ \\ \ \ ^ /i�//��/ .� 4,....4.-------;,1 < z CD 2 --232_-- 04-' -rte /'/ '' /'/ ' / // /' I .ti ' ' / / / / / I /- \ 1 /�/iii/i - - #,- r EXISTING CONTOUR (10 FT) — —270 O z / - p / • , / , / f , \ I •\\ /11,/////,11111 , l --230 __ ♦ ,/ / / ,/ :',,,,/ i / / j / / / /- f� i I \,+ /11//111 / I i •�.> 0' -- _ -11194"1 ' ::„--" ti , / , ,,//111, SEDIMENT FENCE (TO BE —x x x x— w a _ 228 VI. . if, �; -Ano� - ,- , :/,- / , ; ; ; 1 -- ,;/,,,,,/ ` a KJ ,,. j - -- --, - apo I - ' 4�/,,/!I/ l INSTALLED PRIOR TO GRADING) / ; / / I , \\ :1Ilii1if 1 / g////•/ 1 _ �.. , �� _ -/ - �, / / / / / , / / / / / 1 1 /I://// i1111 i 11: i - --- -, /, , , , , TREE PROTECTION FENCING o o f— (� / -(7.0 - I i I 1 ;// ' '/ ' /i l STORM DRAIN(EXISTING) CD U .__. / /'- ' /' i // // , ,/ f `off 11 C' 1 1 / / /l/ /%/j/ //11 I CD 'T�� ,ti's /�t _ -- - --'-- i /' / /' / i ../ / / 1 j I l 11////HM/ I / 1.-- _ +� ,a _- _ /,#'/ ' '"" iN CATCH BASIN (WITH INLET p Q --'! - .- /' i i / // --'- i c,'l' / I 1 , i /i i/l / j l C;'I LL z W 3 2 216 -- '-___------ ---,-''--- ///' , ,/ //-' �' r / / 1I (l1/// ;ii'i i / PROTECTION)(EXISTING) W (n W / / , / / . / o / I / / ,1111 / — —,--' _--' / / , / / / 1 / I 'I,11 11,1/ll� R ---''- /_'- /� i j i i //' /-` , ' I / 1 111//111111/ v' U W U W /-� _ _ - , / 1 1 I _____ \ 11Ir/1////1!, /' PROJECT BOUNDARY TREE TO BE REMOVED ' t //i --,^- // / // / / / �/ // �` / a7 / / / ! 111/I//l//, / - _ - / , / / // / / .� ./ / ^� / / / !/1111/,/ TITLE C/) /-' //-' _ - - /-' •' /' 1 / Ir' ii i I''i,'/i .' / CONSTRUCTION ENTRANCE �/ //--' /// /// ,/ ,/ / / / / /..�` ..\ / , /' ti 11 1111/!11!/11 l v /- / / / , / / / - , ^� _ I I d 1 / III,! / /// # DATE DESCRIPTION / w r/1 i�pa' //- - 1 / •/ / / „,/ /��-/ ` III�� II / QI----- _ 3 DRAINAGE FLOW DIRECTION XX 6'' _ - / f,. /.4, / /• / / r 1 cu ---' /-- --' ��-._�” //' //' // , / % / /' \ I / // �1111 ''/// _--.)�, /-- i/' '- //' /' / % // • / / // „/ / 1,111//*R 0 �C -/ //- _ _ - -// -// // / / / / i 1 % ../ ,i. 4..k� {�4. 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'�'� ).)(%/ 1 I REVISIONS o o - /-' __ — / -s _ T X — _ JI -p 1 1__.1.'x _ •-X �r� ti / _j.X X o x -x-�-x x x x x _ x-' x x - x ---:---- x--=------x--7,-x,_ ..x _ x z x -x xT- fir` -A _ ` x xWET WEATHER EROSION CONTROL NOTES: 3 /� "_� --- — — — �/ / ► -174-- ` „R� I/• — + g - - ���' ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER SLH KDC v / / / VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN DRAWN BY CHECKED BY to SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE CONDITIONS USING THE WET WEATHER EXISTING SLOPE EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN PFI SUBMITTAL BASEMENT 3 0 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 IN 02/26/2018 fi AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED DATE T PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND Li SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE 17052 ENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF PROJECT NUMBER 50' 0' 50' 100' VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED co 1.1771=1.1110 PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. M SCALE IN FEET EC1 • 0 N ii ©2018 OTAK, INC. -o a) o If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. Otàk _.....t-'.../ I. \ Otak, Inc \ \ 808 SW Third Avenue, Ste. 30 \ \ Portland, OR 97204 / 503. 287. 6825 \ \\ / www.otak.corr \ I\Cj::1) -1:(;\11\C:11._\ �,D PROF 1 /' O,\\ , 91573PE9l�5� - PRELIMINARY / -iA/ 111110 1 S�AOREGON �►o-- ' 2 `N1LEGEND . F CH\���' J EXPIRES: 12/31/2019 E= � lit... ---240'\\ / �.,,. � :::::,___c_\10,1_1_\___Iri � \,,,___ _ `--'---238 —� \\ —.. LIMITS OF DISTURBANCE MI NM STAMP ---. 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Z - _.,- 11J z -A ,` - __ •-•'..................... '--------- --_ EX. SLOPE EASEMENT O - 1 PROJECT BOUNDARY 2 _... A. _1 4 IX I- I- 0 Q--; - ‘ u) 2Z _ r aoJ W 1 o w � < oo U) E2 12 ° -\ e Q O CI c I-- z f moil LO O Q W f w o PRE-CONSTRUCTION, CLEARING AND — ° 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, DI 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 o Li INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. xx W 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, E STRAW WATTLES, OR OTHER APPROVED MATERIALS. a INSTALL SILT FENCE PER CWS DETAIL, SEE SHEET EC3.0. c. Z 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ID INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0 ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE a, PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 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 N ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE "DRY WEATHER" CONSTRUCTION. "WET WEATHER" KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN REVISIONS c 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. U 5 S 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON ANY FOUND SEPTIC SYSTEMS, DRAIN FIELD, EXISTING WELLS AND UNDERGROUND OIL TANKS PER SAH KDC APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. SUBMIT DOCUMENTATION TO THE CITY. DRAWN BY CHECKED BY N o 7. CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE. PFI SUBMITTAL o STATUS N. WET WEATHER EROS I ON CONTROL NOTES: 02/26/2018 U 75 ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER VEGETATION NOT FULLY ESTABLISHED DATE a 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 E_ 11Mr6M111 .1.1111111MIMMI DESIGN MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO Lii SCALE IN FEET WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE co SEEDED (PER THE DESIGN) OR PLACED PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE ENGINEER AND CITY INSPECTOR. IF ANY EC1 0 N ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE U REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF ©2018 OTAK, INC. EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. 5' If this drawing is not 22"x 34",it has been ci_ reduced/enlarged.Scale accordingly. LEGEND : CONSTRUCTION NOTES: GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: Otaic - ' ' ❑ INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS /, LIMITS OF DISTURBANCE MI MI TEMPORARY SOIL STOCKPILE OTHERWISE AUTHORIZED: 2 INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.0. A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE EXISTING CONTOUR (2 FT) 2� AREA (SEDIMENT FENCE _ ❑ SEED MIX. Otak, Inc REQUIRED AT PERIMETER) ► 3 STOCKPILE LOCATION. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 30 EXISTING CONTOUR (10 FT - - -270 ❑ ) 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 9720 CONSTRUCTION STAGING AREA ❑ INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. 2. CREEPING RED FESCUE (20% BY WEIGHT) 503. 287. 682 SEDIMENT FENCE TO BE x x x x / www.otak.co ( CLEAN ROCK PAD FOR SOLID & (� C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) INSTALLED PRIOR TO GRADING ( a INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. 1. ANNUAL RYEGRASS (40% BY WEIGHT) HAZARDOUS WASTE, FUEL STORAGE, / 2. TURF-TYPE FESCUE (60% BY WEIGHT) ���D PROFF��, AND METHOD OF CONTROL AREA) s INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. (<,4 GINE . ��1 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 7❑ CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. x PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.0. PRELIMINARY STORM DRAIN SO CONSTRUCTION PARKING AREA x x x x LS, OREGON (CLEAN ROCK PAD) x x x x x ❑ INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING 1. Fq o,.co CATCH BASIN (WITH INLET ! WITH APPROVED MIX AND APPLICATION RATE. <- `I- 13, ���, PROTECTION) ❑ INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, STRAW WATTLE SLOPE • o 0 0 0 0 0 0 0 0 0 0 0 o WOOD CHIPS, OR OTHER APPROVED MEASURES. : PROTECTION BMP 10 PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTINGI EXPIRES: 12/31/2019 I CONSTRUCTION ENTRANCE - .._ - q STORM DRAIN. STAMP 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, DRAINAGE FLOW DIRECTION SEDIMENT FENCE xx I=1 CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT OF THE STOCKPILE. __-----,f-n) t 'T-n_ (TO BE INSTALLED AFTER GRADING) MAINTENANCE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION DBG PROPERTIES CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING LLC CONCRETE WASH AREA DIY*1 12 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL - DOWN DRIVE AISLE CUT. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OFA FINE CATCH BASIN (WITH INLET I'��°= 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 H SEDIMENT AND SEDIMENT-LADEN WATER. U 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF D THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' L.L FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SLIILING PITS MAY BE REQUIRED. THE H WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. CO PERMANENT 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. VEGETATED SWALE LIMIT OF CUT/FILL O 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. ( ) v v 41.114A. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 6 I;~,° • 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT CO I- '���\S� � ''- © INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. �' 0:4‘10;... „ PROJECT BOUNDARY Z ,' �, 1o �+ EROSION A\D SEDIv1ENT CONTROL 3MP INPLENE\TATION: W .,i = �' V ' .•2°. ° ° ° t►M`1 o �� �� o 0 0-0 o I �� ��o :. T 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE2 z > � . , / r 5 8 cL IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. • "\ • Q s• ,/^ ° �°• 4 -`,;) 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF ., -fo�ojo=o=ojo=oleo=o o ° - V 1\ �- �" z3o l°�°� �� .,4,. Elk FINISHED GRADE AS SHOWN ON THESE PLANS. Ce H , * �- . •t _ sin 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. z w � ' i 0 0 0 0 0 . 0 0 0.:; 4187 ':8 -1•I •-+t' 0z w , -F-::lai=egr---\ / .,Ei 401‘, 4 - - -- --, a ....-- �T_ _ iT_ .� ___A ° ° ° a il- `' J 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND Cl- (� J �/ i �.%Qi __ G 0 17 - " 11-111i;::::;,,i (��, 1::. SITE PAVING\\: .„,50,..),. , \ rt - % x xrt rt x , _ - A� ' , 7 i - a: _® "' 5. INLET PROTECTION SHALL BE IN PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. Q O Q (nx x .•\\\, I"%•47 I 6 5 C\i CO � �._ . .--,7,-. -%c0- . - 12 0- ___t?wo .._40e. -1-::: 111-, ,,,, „. , : ,, „ ,, ,,%„ , _. ---N. irolir-cogio..-- 4.41... :. „ ,,..„...t. 4,4,...E.,. ,._ _ . _r -- - - -- -_rlit.;:t.... ..._,__-4. =........... -.. .. 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C CN 1� '� `� ! z� �•�•��0► • `l�� \_ iii'u - I = o .* • �•IV p•�c4 .fir � .. .,._...__ - r i�� ' 3D ',.. '� : e!x xI� AIN-1--1A11-1-141111-11116x x x x x x x---�c---- --==x---z x �c_ __ _- x x x =, ._x---x•-- - X_- � x X x x x x- REVISIONS o el; = T1V o t SLH KDC v . 4 5 4 DRAWN BY CHECKED BY N - UNDERGROUND PFI SUBMITTAL 10 DETENTION BASIN STATUS 0 1 .t 4' 02/26/2018 o DATE J 17052 E_ kf PROJECT NUMBER co 1160' 0' 60' 120' E\ C 2 . 0 N •• ,,_ c... li..n...---1--..1 L. 1 ©2018 OTAK, INC. SCALE IN FEET o If this drawing is not 22"x 34",it has been n_ reduced/enlarged.Scale accordingly. LEGEND : GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: OtaI'€i i/ LIMITS OF DISTURBANCE = IN = TEMPORARY SOIL STOCKPILE . .. 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS _.......//„ OTHERWISE AUTHRIZED: 268_ _ AREA (SEDIMENT FENCETHESE EROSION AND SEDIMENT CONTROL PLANS ASSUME A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE EXISTING CONTOUR (2 FT) REQUIRED Al PERIMETER) *.fillailliW* _ "DRY WEATHER" CONSTRUCTION. "WET WEATHER" SEED MIX. Otak, Inc. EXISTING CONTOUR (10 FT) - - -270 CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 300 CONSTRUCTION STAGING AREA OCTOBER 1ST AND MAY 31ST. 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 97204 r 2. CREEPING RED FESCUE (20% BY WEIGHT) 503. 287. 6825 SEDIMENT FENCE (TO BE -x-x-x-x- www.otak.com (CLEAN ROCK PAD FOR SOLID & C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, / , - 1. ANNUAL RYEGRASS (40% BY WEIGHT) �.0 PROFFs TREE PROTECTION FENCING p p AND METHOD OF CONTROL AREA) Vi _/IT: 2. TURF-TYPE FESCUE (60% BY WEIGHT) \S�C��tNEF bio 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR 91573PE l STORM DRAIN so CONSTRUCTION PARKING AREA k k k k k .,;.1 " f THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY (CLEAN ROCK PAD) k x x k k k ♦� r 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING s�AOREGONo^° co CATCH BASIN (WITH INLET O WITH APPROVED MIX AND APPLICATION RATE. <'F T1s, Z PROTECTION) °• C H\-'v STRAW WATTLE SLOPE • o 0 0 0 0 0 0 0 0 0 0 0 0 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, �` WOOD CHIPS, OR OTHER APPROVED MEASURES. EXPIRES: 12/31/2019 CONSTRUCTION ENTRANCE 0:0.:0_=0: PROTECTION BMP '� � STAMP •Y •~t •~ ♦ ;/�� , I'1 ///4 ,, 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, - DRAINAGE FLOW DIRECTION m+ SEDIMENT FENCE xx -` ` I STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER n / ' OF THE STOCKPILE. -t L, (TO BE INSTALLED AFTER GRADING) /` �! 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OFTEMPORARY DBG PROPERTIES , E E PORARY SEEDING AND MULCHING, EROSION LLC CONCRETE WASH AREA WASHAleo --- . j CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING LIMIT OF CUT/FILL y' . .,{ , , ti / 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. CATCHBASIN INLETli_ {L,".- A 0 i 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE TIN (WITH 5 8 W+4��,= • / ' SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTEC 0 ) �,r ,► , o o ; ��1t 4 TYP. �_�,,, • 'd" ♦ ° ° + .� • '' 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF t• i ,' # 'a , o 00 �\ ��` THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE }� - 1 / ' 00 �� �, / ' 4 •' REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT 1� r 0 LIMIT OF CUT/FILL ''� ,t c • /i � ° `` /,/ 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. Z . - 0 / 1 ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. O '� r, r‘lit / I o / ' 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OFI- i \ o %"� h �'6-•' o SEDIMENT AND SEDIMENT-LADEN WATER. o , i i I o ° /` ' "`'` '�`:OUNDAP�Y '8e o 0 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF D �� „ / r/ / °o _ ' THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' / // / / ° ° % FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SLIILING PITS MAY BE REQUIRED. THE t___ / /\•L / •r I u ,. - l i , WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. I- / i:, A + fir.-/ i C I o , a. / 0/ ��,?•'� I i o �+ 1 ` , 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS Z PROJECT BOUNDARY ,. / 07 I ° /`_`'�� SHALL BE PICKED UP AND DISPOSED IN THE TRASH. �v> +� / / •%- -e 4/ ; I / ° ° 0 or o i / ,/ ; / / o :: ' / I 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. ( , 4c. ") - // o I r ° ° / , © 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. �../� ii../.._ �/ / O I/ / / i I ! o . vY o / I I i i ° ° / / / / �, ° / i I AP�` ° ° T / 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENTCO H /` r f'// ,k-.„ 6sT //\L. ,,�w > ° / ��c� i `'�Ell 4 ° / ( i, /a7 INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. i- J / ° ° 0 ' 00 / /- _,.. . ;41,,,, _jr,,,m, ,, Z H :' e *Aft, 0 - 1/ t"Ngi / �� ►; , ,.�,/ o , ,/ 3 ° ROSIO\ A\D SEDIvE\T CO\TOL 3vIP IvPLEvE\TATION. Wy �`' I #litg ° 0 / j t I /'�,, n° ,yo` , °o / /' t' , it i i ° �i 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE2 7 '�a °titi ' / ° / / / E i \ $n1AWLil4iIaI , IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. Z 0 ilk - 'rle*ilt r r If •l' A M T RIR I°u° / 2 LL SEDT EN BA RES (TO BE NSTALLED AFTER GRADING) SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF�.� ©� ' ' \ / �,` /�t��/� mo , `A� FINISHED GRADE AS SHOWN ON THESE PLANS. Ce W .. * ;fir 0 .0 , imk, -- ♦ • / e fs. / �' 3 LONG TERM SLOPE STABILIZATION MEASURES INCLUDING MATTING SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. < Z :r: , , r,-,,e;000/adoPii f ? 0)0 '` © i / �"' �ti4 , 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND CD Et ii, �i�.::. / „ T=om I v J „...,..... ,,,,t_ zi__ „ , ,,i;:ci j�ro �• / , p��, �, , ' SITE PAVING. OW (Z TYP. 4 � -,`•,.top . , �' / ,` / ,` ;,r 1 ie !! ....:00•••• / / / ,, / , TYP.D, ,,, , J r^,:t , ....,... ...,. , M' .' , / ® , / ` ' 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. O ° ( J „,,,,..„_,...,,,..42,,,,,, \... ii,4, -,.(:,‘ a-0, '� it�.,, �,slw //' J• /D •� iiiEL6r_ s z AO u j 0 (7) < " ♦4111 1..\ Ose°4 ° ` / //,r CONSTRUCTION NOTES: ° rt a © ' ° ° ° ° .- • oo/ t ; II!Wu 1 INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0.aSd / ° • c, % ♦ /a/' }, ❑ TITLE N ° / " ° •: '� I !III/ 4 ,, , U 2❑ INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.0. _ R'.O N ° ° /O /� ° ° d9� i t # DATE DESCRIPTION �i V..1 / { r ° 208 �� 7 ° O I "%" r XX w ° ° z - _-_ - ` �� . ° ° ° r _..,.'air ' ; I r / iii; 3❑ STOCKPILE LOCATION. �; W ,'' . .1. D ; i 4 TYP. E los •,- / • / [ 1 I 4 INSTALL INLET PROTECTION (TYPE 4) PERDETAIL 915 SEE Ali _ 1 f' 204 ` . SHEET EC3.0. �� i ' ' I I • INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. _ o �, V/ o N N �,,.-- U / � TYP.��� 1/1/44 � ' �, W N v , s INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. i / I L11V up n X �I �.' / I' r 7❑ CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. - ,-.• jii 1N / ' c- PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.0. U I 11 I I I I I I N ' i a--1:.:. 202;:.:..:...-,....::;::: .•.:-a:::::;:•:•. ��^ ss �.nctovac -�> a ► ` REVISIONS o U I''f 1 '" "/�� "'�' , �g _"" �� • ' 8 INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. QU _��� ' �rill / /n� ity v _ _ .���' _ _- v /: ` 1e ° _ ° �� r� 9 INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. --,.� // •►�_ �I� ,'� NL1 �� , Ilr O�^� o =c*� .fit � ' ❑ - Sd _ �aSd �'• aSd /� �r/� � i��; ,� SLH KDC ,��� _ - _ ' _SSd - SSd , ���.il ? =�>.m ,; . r..�.minis '►'�! 10 PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING DRAWN BY CHECKED BY �I - - - - - - _ _ �� -...rw., , STORM DRAIN. o 1' �o - 1 1� -/�I �� ,�� `� ....,,re ,..,„„I F� f. ,. PFI SUBMITTAL o ° JrE rtftEtB88! �868FE13 Eft+ STATUS CD D -: i "'''' ) jI �,� ❑ CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PA CD � 11 ' "� - .+ ..� ' = �j4 FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT 02/26/2018 7e' _ li, Arrefee �� ,ri MAINTENANCE. DATE U x X X X X X X X X X X \ l f/L WM/ /��►i� J w a. ' 17052 <� 12 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15 / DOWN DRIVE AISLE CUT. PROJECT NUMBER co Li, TYP. 4 6 © TYP.® © 10 1/ , l / 60' 0' 60' 120' coa- c, M E C2 • 1N SCALE IN FEET ©2018OTAK, INC. o If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. Otak „mi./A IL Otak, Inc. 808 SW Third Avenue, Ste. 30C FOR FURTHER NFORIIA1KIH FOR FURTHER INFORMATION FOR FUR1FER INFORMATION ON DESIGN CRITERIA SIE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE Portland, OR 97204 CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER 4. CHAPTER 4 OF CLEAN WATER 4/ 503. 287. 6825 SERVICES EROION PREVENTION SERVICES EROSION PREVENTION t • V'I'I, EROSION \ //i` AND SEDIMENT CONTROLNN AND DESIGN AL. NC �T� M"� \ ili0 `_ vwvw.otak.corr ---- - . 7 `li'','" I PLANNNG AID DESIGN MANUAL. ��GESS PO / SM\ PPLO PG �" �ti» �0 PROFF 1 1 I- 1 .i �s-c- co�� �'.o D. \S��t'AGI NEF `M k, pP o : b• C� �. R ih -'�o"- o� • Vi . . , �. 9ti �� D. . ..., a e: 91573PE l �� :o,.'.:a' .�. 4. • •D •:• 9N : PRELIMINARY %i':� 'jl`I I'I 'I ��'/ // '',--p' •D : .�• .b•o•. a 0. - S, OREGON co - iii„ I ,�,�.'� __' // '.e•.: .4 e•',.a. .a. �.O O^ 11.',I•"til / :� ' ' v • c �� T 1 3, 2 , v:17;4._____-41t1 ^ _� / RADIUS 2b' MN. • ,p.••.: ._D.• . .. C H\\-0 141616* 111111 -7‘111. `� �� .':44.'1)'' ;: Fav' D. �/ ""'I ,4_ CLEAN PIT RUN OR 3- 6' CLEAN ROW e'�P e�OJ\�0� c5,0-'s EXPIRES: 12/31/2019 MINIMUM tr OVERLAPhilpi ;oil). DRIP LINE //�' _IIS' ,00/11111, ��o": oc 1 _IOF SEAMS. � ��' � SUEIGRADE IFOR IT \NG' „ STAMP 4 + }+•## +++•+•r•♦•f .•.•4•+ + . SEE NOTE N0. 3 \ 6' DOMESTIC STUD TEE ��� aEOTExHIIE. As REaIxiED P�� 4 4 # 4 ! + f ♦ f •4 4 ♦ ♦ + 4 +•+•+ }•+ r 4•! r r•♦ ,•. CULTIVATE SOL TO CREATE FURROWS11. MIL ����f�J( • •• • 4 •• • •• 4 + •• •' ' •• + •• 1 [POSTS, ZIP TIE ATTACHMENT ' PERPEHacuLAR To STARE• • + } 20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL DBG PROPERTIES • # ' + ' '.+• • • • ` + ' • • ♦ ` ♦ sill 10 (3) PER POST ' 4 + •+ 4 + • 4 + 4 4 4 • I. + •. + + + 4 4 + 4 • 4 4 # ♦ + 4 •• 4 4 -. • •• a /yam ,/� ON } - + + •+ + ♦ 4 . # 4 - + + 4 • •. i • + # •# : ,+ T YP 1 ! GRAVEL CONSRRucTloa f `4. " " ' " " " " " " I. " ' '1. �1 I n n n n I 5' CHAIN LINK FENCING I pT CURB RAMP + 4 ♦ + 4 • + f r • + # • •f f 4. + r • •• + + +" + LLC + + 4 •• • + • ♦ • # + •+ •4 ..4 4 •• # 4 •f •• •4 •- a •4 4 4' .. . . • +• + • r r , ♦ + 4 + + + + + 4 f •♦ f ♦ t •• 4 4 + 1 + + • :+ + : "4 f + + 4 + + 4 + f 4 f + ' + 4 f' + 4 I. •1 r 1I d a. •• • • • • 4 + 4 `'4 # • • ♦ • + +• •_• • +• • + a• • • . #+ ♦ • • • ,} .�.���.' , It IN�DIS'TURBED a b .a 4 ,),' i + + • • + • } • • + • + + • • + i+. + + + 4 • • •+ }• 4 r •«♦« ♦♦.�.♦♦♦„♦. 46. .h• ♦♦♦..♦' 44'{'� •- + •+ •i•♦•i•+•+•• + }+ + a `+++*.+1«f. r t + • + , 4• / �GGE ATION . •:j• . /y- .•;.::-:.'::. :,:•• ,L.:Lit:”,'•�f 1r' -{, �'+Ili•'M 'yy,Ljr�5• * 4 4 ++♦, - •+.• + 4 + + 4 ♦ 4 } f # • + �' \ + 4 t • # 4 # . •+ ♦ +• •++ / /� •�� •�' 1•"•�`�1`L v _ ten . • 'I`III _ +++++++++.%+.4..+•••i4 # • f 4+.......«,«.«,....-+• • i + . .4..4. 1#+ 4.4 4 4 4+444+4 4 4+4•} +•+f 4•+4a+++#+f•4•= - -/..... , .VMLE •`•�``'`�•/• •'`'�� `. .....•r f-,S•t- •;• •.•,R .•' ,!.�• f .:• ... / • CRITICAL ROOT ZONE �; �..�, `.1 'r....•;": . - • •'. • • ..'' CONSULTANT I` C ��� ,r['IYI�_IIH II--111- +• ++a 4++•+r } + + r 4 r 4 r 4_•w•�♦ +�-�+� ab=rte �� `-� !- VA.," "'/ .:f•;•:: :' .•• : 'ti•U ! :•• •.a•' �,. •. -�1 -nt�11 '71'.1�i az-- .:.�Lu.U.�l4:..W...��=a• �i •. h"''''../� `�• - 1 - TO BE PROTECTED �,iV <�i 1 vl'`k vi 1NOTE: I4.mo.,._ �i r..7 ••;; ;;1 ��� no EROSION CONTROL BARRIER ' '•"1` �Rh1�� , •,,i( ; REQUIRED o TOE • EXISTING TREES TO REMAIN (PER PLAN) - PROTECT WITH 5 HT k41 ,.,(e-• \�41 ��.., ;h �. NOTES: ,.i1 \blUSE DOER TRACKS TO CREATE GROOVES PLASTIC SHEETING CHAIN LINK FENCING AROUND DRIP LINE DURING CONSTRUCTION .\�,'� ____<_,-- -,010,01A. I� �� PERPENDICl1.AR 10 SLOPE 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 `�-- •,�•,g � � � - CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. BE L OCA TED WI THIN THE DRIP LINE OF TREE. FENCES SHALL BE IN r w !��/�� 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 `♦.• j Ii •' THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. Nilik� 0 . , 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION LOCATION OF PROTECTIVE FENCING MAY BE REQUIRED TO COMPLETE j d l� ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED NOTES: CONSTRUCTION OF PERMANENT FACILITIES. ,� %' S. DI DIMENSTERING IONS 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. - - @ SINGLE FAMILY 2. BARRIER REQUIRED C TOE OF STOCK PILE. - _, .O 20' LONG BY 20' WIDE 8" DEEP OF 3'4" MINUS CLEAN ROCK. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON TREE PRO l CCTIC)N 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 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE FABRIC TO PREVENT SUB-SOIL PUMPING. \ NOT TO SCALE PLASTIC SHEETING SURFACE ROUGHENING CONSTRUCTION ENTRANCE c� CAT TRACKING aeanWater � v S CO DRAWING NO. 810 REVISED 12-16 DRAWING NO. 830 REVISED 12-16 DRAWING NO. 855 REVISED 12-16IMM ' Z W Q H FOR DESIGN C INFORMATION w ON DESIGN CRITERIA SEE2 CHAPTER 4 OF CLEAN WATER MAY BE USED SHORT TERM Y -� SERVICES EROSION PREVENTION W/ UTILITY WORK AND W/ a ��.:,; ASSURE SOL M TRAPPED PLANING AND DESIGN MANUAL1\ /�}e,. ANGLE FLIER FABRIC FENCE TO AND SWUM CONTROL I \ PHASING OF DEVELOPMENT 1 gyrF.. c�h9 .:, .W�'''"a•?,e•�ti�?a'ti+••r�p. \ lir _ '� I�I111IIIliI'. - I��►4Ce O ] + j + I s,r10•, `v�' Y ' ty�xru ii I rr..a - , : b n IN ul • '.:'2 J7+,;', .... (•,,y. \______...FLOW 1 11 IIILIIIIIiII� 1 'l�'- ItIIIIIII ��,.'��tl� < Z Zu) IIII um.nlnu L \ '�� I uuwt111117 maili1Pni; IIBIIUIIIN! IIIINSI �� WOOD STAKE \ III I! I 30•(TYP) " UIII1n MINIM Q Wei ,. • IIIIIIIIIIIIIIU' -,0 ■■ 1 I PLACE WATTLES ALONG SLOPE CONTOURS. 1,In�ltJ MINIiIi!q��i �.:c 0 J Z PROFILE RIM lemul,mi UJ ,, u�n,wnnii Tri »� L; "'�� '�` " Q 0 0 NOT TO SCALE I IiiiirliePlifilif i �° ..� ` OINTERLOCKED rx r PLAN VIEW - - U POSTS AID ATTACH A T „ ..4 CO ^ NOT TO SCALEirc:444; <rrPJ AREA DRAIN QZ z WHEAT STRAW RYE t •"` "' ' CATCH BASIN r.:1 C� OO {STIICFED LOOPS GRASS STRAW, <•,ttca'•',..,``; • ,,r`�:c:; I_ ray '"l, o^"!:^. a.1v- F COMM'OR ti»tii4.. 3' MOM STAGGER r<t.t1; ..`41 Cys' EXCELSIOR WATTLES f r ter,' �.__ • ,fil-il; - OVER rx r POSTS NOTES: •Axons �-"` �``�4; �y ::: a;5 :4 SS:r;••rr a •+,.,,. illllll'illl!l Z `.a?ti. .r t nnT1 nnuiq O "'"� FLOW _ FROM TOE SLOPE - ❑ ��i-;; `e�'.. Iii Ii,11111u 1 BURIC 6" RTICALLYRY OBE M F FFINISHEILTER AB GRADE. a / fr���y .. __.....__ _ s_r �r` 'j1 I1PiP W O Cn 0 2. 2"x 2" FIR, PINE OR STEEL FENCE • c .. :Dnn 0 Et on �� 4-0' SECTION -_ - - Itll.�� Ll. 0 w w r-Q 3. POSTS TO BE INSTALLED ON UPHILL a �•- �,,.. nn. nu . lls 111,11u I 1 IIW. FLOW ` �4 SIDE OF SLOPE. ..o olrc" BOTTOM Irl 1� li - q / 4. COMPACT BOTH SIDES OF FILTER a NOT TO SCALE . . ILEI /ITP / _ ..r FABRIC TRENCH. ° I STAKING SPACING O a 1 h Ilk MIr + TITLE \.( 5. PANELS MUST BE PLACED 4' O.C. l�Utla..l11 ;;_ -' ♦ 1 ♦ �• 'Iran.1!iii:.scr.�u� ACCORDING TO SPACING ON DETAIL : e 11111 .e.11' FLIER FABRIC :S'=y�=-'''""".tiiiimtyi-- # DATE DESCRIPTION o MATERIAL 36' NO.940 �° IIIIIIIIIIIIII'II ri - FLOW FLOW I r' • : ., •' 111/11111111m XX w viz ROLLS. a PROFILE �- �- I Ilnann!m DITCH INLET PLAN VIEW 'rani' cEo NOT TO SCALE o ° u.R,'��luu!!! Z MINIMUM 1' NOTES: �1t.;;:,■•:,, 0 MI IMJIPPNO -- m - a^ ON UPHILL 1. STAKING SPECIFICATIONS: J •-.....•t❖.•o.•.:•.•:.❖.•..•.❖.❖.❖.❖.•.s•:o•.❖. SIDE 6" overlap of bags. •. ♦$+•4t+•4•.•t• #•:+•+«+•::::.•+•+♦++•+•+««.:+«+ ::�� a. 1-X2" WOODEN STAKES NOTES: a' •+: :•:+:•:,):•:•:+:0:•:•:•:•:.:•:•:•:0+:•:•:•:•:•:•:•:•):•:0 •�. ° b. ADDITIONAL STAKES MAY BE INSTALLED ON 3 :�:� � :❖:�:�::• : :❖:•::•::❖:❖:•°•:•::::. •..: FILTER FABRIC MATERIAL 1. ADDITIONAL MEASURES MUST BE -a �;.+ DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR 0 2`-6' 3r WOE ROLLS HIGHLY EROSIVE SOILS. CONSIDERED DEPENDING ON SOIL TYPES. w 4,�. a 2. SPACING IN ACCORDANCE WITH DETAIL 940. N %! �L) _ 2. BIO-FILTER BAGS SHOULD BE 0 ❑ I 1 3. REMOVE ALL ROCKS CLODS VEGETATION OR 6. �� �••��� ••� "•'+'��••��/�`'" OTHER OBSTRUCTIONS SO THAT THE INSTALLED STAKED WHERE APPLICABLE USING (2) WATTLES WILL HAVE DIRECT CONTACT WITH THE , 8x2"VIEW SOIL. 1 'x2" WOODEN STAKES OR APPROVEDI REVISIONS EQUAL PER BAG. o NOT TO SCALE 4. INSTALL THE WATTLES IN A 2" DEEP TRENCH, U - 6'MA> 1M SPACING - FOR FURTHER INFORMATION INSURING THAT NO GAPS EXIST BETWEEN THE FOR FURTHER INFORMATION 0 1'-8' - ON DESIGN CRITERIA SEF SOIL AND THE BOTTOM OF THE WATTLE.. THE 3. WHEN USING 30" BIO-BAGS TO ❑N DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER ENDS OF ADJACENT WATTLES SHALL BE PROTECT A CATCH BASIN YOU MUSTSLH KDC FRONT VIEW SERVICES EROSION PREVENTION OVERLAPPED 1 FT. MINIMUM TO PREVENT CHAPTER 4 OF CLEAN WATER v NC SEDNIENT CONTROL HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSI❑N PREVENTI❑N DRAWN BY CHECKED BY NOT TO SCALE PLANNING AND DESIGN MANUAL SEDIMENT PASSING THROUGH THE FIELD JOINT. AND SEDIMENT CONTROL o OVERLAPPED BY 6'. PLANNING AND DESIGN MANUAL. PFI SUBMITTAL .- STATUS INLETPROTECTION 02/26/2018 SEDIMENT FENCE WATTLES DATE S aw s�:,>, � TYPE 4 ew SE:rvices Li DRAWING NO. 875 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 DRAWING NO. 915 REVISED 12-16 17052 E_ PROJECT NUMBER rn .5'. O 0 N c•-; EC3 . 0 _. L ©2018 OTAK, INC. -o o If this drawing is not 22"x 34",it has been reduced/enlarged.Scale accordingly. • 0._........H,,riAt a :: FOR FURTHER INFORMATION Ota k I n c ON Dales, CRITERIA SEE CHAPTER 4 OF CLEAN WATER IT 12' 808 SW Third Avenue, Ste. 30 MIXES EROSION PREVENTION SLOPE AND SEDIMENT CONTROL To DRAM RACK r°WAIN —� 4--- ---� Portland, OR 97204 PLANNING AND DESIGN MANUAL. I 503. 287. 6825 J --- A, T www.otak.corr __ --.—D III OIRERVIOUS RUN OUT AREA; COMM OF TRAVEL ' ANG t N FFA 4 •_ GRADE TO GRAN 10 WASH .. ...:.:• 91573PE :. - _ ti PRELIMINARY ~30�� , OREGON � 0 TYP. l s 7.1 s ����5 .. , . 50.1M)50.1 I. I I Y' - 1Nr� _ ( - 1r___..1 D. CH\\-v __- _ _I EXPIRES: 12/31/2019 I_ - - _ .. , : _ PLAN VIEW STAMP -1-,l'Arrit DBG PROPERTIES LLC PLAN VIEW owit,w e AL -CONTRACTOR 10 FRONDE NTS ( NEN REQUIRED) _ DIRECTION OF TRAVEL WATER RIPPLY TO MAMMA 1f OF NATER AT ALL TOES E GST1NG GRADE OD . 1 WELTER BAC OR N. ,\ 6 1' TD . -0-1' APPROVED •_.: ,.� ,,,,�'• T1R+. I T11P I ALTERNATIVE .._x GRADE J OMEN REQUIRED) _ _ ,, TiTt: : ..:- * �. � - 1 CONSULTANT __'15:,;..-:!-;:.'...;.I'''..-.1. .• ..- fir =11-1 d'IMN. ! -II�N ga OARS/1r 0.C. ROTH NAYS CII-•-:{•:i_ .:. .:.:•_.:•'•:..,..„ :i;►::::i:::::.:i:::x:.:410CRUSH BASE ASE 14111;:;.;.......?.?..?*.i.."..,.-.. . .:. ... ::. . II-I I- -11=II-iiu-a -ni .i=a-1I=II41�� 1f TER FMC . 11.-11=IIiII�J�bII=11=-11= AS RENAMED .l. .I . .�i.117 NON-WOVEN GEDTEXIN.E PROFILE PROFILE NOTES: NOTES: 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FOR FURTHER INFORMATION AS NEEDED TO PREVENT TRACKING FROM TIRE ON DESIGN =RNA SEE WASH; SEDIMENT LADEN WATER MAY BE PIPED TO CHAPTER 4 Cf CLEAN WATER 1. BIO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. AN APPROVED SEDIMENT TRAP. AIDfT 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 PLAINIO AND DESIGN K' APPROVED EQUAL PER BAG. TEMPORARY TIRE WASH. OUTLET PROTECTION RIP RAP aeanWater TIRE WASH—(DRIVE—THROUGH) aeanwatr Services DRAWING NO. 820 REVISED 12-16 DRAWING NO. 870 REVISED 12-16 Ull) 111.11.11 v Z —J W Q H 2 w a ii— _1 IC o Q zz 0. 0 -J W0_ z Q oo O o Ct U tN� r: z z D O J , o CO W ° o O III 11 IML 0 w w TITLE # DATE DESCRIPTION 0-5 v XX w E co z 0 0 cc co -J an 3 7 0 ch U w N 0) o C.-) REVISIONS 3 0 0 a 0 g a SLH KDC v DRAWN BY CHECKED BY N lA CD PFI SUBMITTAL o STATUS o N- 7 02/26/2018 o DATE a_ J 17052 E a PROJECT NUMBER rn -Fr. c0 0 N M EC3 . 1 1N i i ©2018 OTAK, INC. -o a) o If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly.