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BU P2018 -00096 ., ofoce Otak OFFICE COPD 111111 El E F I E inii D S. A ID A R Mil IVI Ei IN MIT. S .':_- - _.....0000 16, Aide2 Otak A' ' ects, Inc. 808 S ; Third A -nue, Suite 300 Po and, OR 97204 ma 1503.287.6825 www.otak,com WJILI)1 IS 372106., BRIAN R.FLEENER p PROJECT TEAM DRAWING SHEET INDEX • JECEWED • P= TL NDI OR ARCHITECT OWNER/DEVELOPER A6-0.01 COVER SHEET A6-1.01 BUILDING 6 VERTICAL CONSTRUCTION ASSEMBLIES AX-8.01 EXTERIOR DETAILS-OPENINGS APR 0 2 2018 OF Q OTAK ARCHITECTS, INC. DBG PROPERTIES LLC A6-0.02 REFERENCE SITE PLAN A6-1.02 BUILDING 6 HORIZONTAL CONSTRUCTION ASSEMBLIES AX-8.02 EXTERIOR DETAILS-OPENINGS 808 SW THIRD AVENUE, SUITE 300 2164 SW PARK PLACE A6-1.11 BUILDING 6 SCHEDULES AX-8.03 EXTERIOR DETAILS-SIDING REVIEWED Fj OR �I' '�F TZ ARD 3/29/2018 PORTLAND, OR 97204 PORTLAND, OR 97205 50,01 GENERAL NOTES-APARTMENTS A6-1.12 BUILDING 6 SCHEDULES AX-8.04 EXTERIOR DETAILS-FOUNDATION ASD � z��� T�� �. � �,, STAMP PHONE: (503)415-2393 FAX: (503)415-2304 PHONE: (503)224-2554 FAX: (503)223-4463 S0.02 GENERAL NOTES-APARTMENTS A6-2.00 BUILDING 6 SLAB PLAN AX-8.05 EXTERIOR DETAILS COD �` COM � ��"' CONTACTS: MATT NEISH, CHRISTINA KWIECIENSKI CONTACT: SKIP GRODAHL S6-2.01a FOUNDATION PLAN-BUILDING 6a A6-2.01a BUILDING 6 FLOOR PLAN LEVEL 01 AX-8.06 EXTERIOR DETAILS-ROOF LANDSCAPE ARCHITECT S6-2.01b FOUNDATION PLAN-BUILDING 6b A6-2.01b BUILDING 6 FLOOR PLAN LEVEL 01 AX-8.07 EXTERIOR DETAILS - OTAK, INC. OWNER CONTRACTED CONSULTANTS S6-2.02a SECOND FLOOR FRAMING PLAN-BUILDING 6a A6-2.02a BUILDING 6 FLOOR PLAN LEVEL 02 AX-8.11 INTERIOR DETAILS-FIRE RATED DETAILS -l-. L 808 SW THIRD AVENUE, SUITE 300 S6-2.02b SECOND FLOOR FRAMING PLAN-BUILDING 6b A6-2.02b BUILDING 6 FLOOR PLAN LEVEL 02 AX-8.12 INTERIOR DETAILS-FIRE RATED DETAILS - - te t fm-in 1 CONTRACTOR `--� PORTLAND, OR 97204 S6-2.03a THIRD FLOOR FRAMING PLAN-BUILDING 6a A6-2.03a BUILDING 6 FLOOR PLAN LEVEL 03 AX-8.13 INTERIOR DETAILS PROPERTIES PHONE: (503)287-6825 DBG PROPERTIES LLC S6-2.03b THIRD FLOOR FRAMING PLAN-BUILDING 6b A6-2.03b BUILDING 6 FLOOR PLAN LEVEL 03 AX-8.14 INTERIOR DETAILS CONTACT: KAITLIN NORTH 2164POR SWLA PARK PLACE S6-2.04a FOURTH FLOOR FRAMING PLAN-BUILDING 6a A6-2.04a BUILDING 6 FLOOR PLAN LEVEL 04 AX-8.15 AIR SEALING COMPARTMENTALIZATION LLC PORTLAND, ) 97205 ADDITIONAL PETS REQUIRED CIVIL ENGINEER PHONE: (505)402-0091 S6-2.04b FOURTH FLOOR FRAMING PLAN-BUILDING 6b A6-2.04b BUILDING 6 FLOOR PLAN LEVEL 04 AX-8,20 STAIR DETAILS OTAK, INC. CONTACT:TYLER COLEMAN S6-2.05a ROOF FRAMING PLAN-BUILDING 6a A6-2.05 BUILDING 6 ROOF PLAN AX-8.21 ELEVATOR&MECH SHAFT DETAILS Fire Sprinkler 808 SW THIRD AVENUE, SUITE 300 S6-2.05b ROOF FRAMING PLAN-BUILDING 6b A6-2.12 BUILDING 6 REFLECTED CEILING PLANS AX-9.01 WASTE ENCLOSURE Fire Alarm STRUCTURAL ENGINEER \ ..j./\\\ CONSULTANT PORTLAND, OR 97204 56-3.01a SHEARWALL PLAN-BUILDING 6a A6-3.01 BUILDING 6 EXTERIOR ELEVATIONS Mechanical PHONE: (503)415-2408 ENAYAT SCHNEIDER SMITH ENGINEERING, INC. S6-3.01b SHEARWALL PLAN-BUILDING 6b A6-3,02 BUILDING 6 EXTERIOR ELEVATIONS EC0.0 COVER SHEET&GENERAL NOTES CONTACT: KYLE CHILDERS 3141 WALNUT STREET, SUITE 203A S6-3.02 SHEARWALL ELEVATIONS-BUILDING 6 EC1.0 CLEARING&DEMOLITION PLANS (1 OF 2) Plumbing ARBORIST PHONE: (720)80205 S8.01 FOUNDATION DETAILS-APARTMENTS AX-4.11 WALL SECTIONS EC1.1 CLEARING&DEMOLITION PLANS (2 OF 2) Electrical PHONE: 904-1234 TERAGAN &ASSOCIATES, INC. CONTACT: WAHID ENAYAT S8.02 FOUNDATION DETAILS-APARTMENTS AX-4.12 WALL SECTIONS EC2.0 GRADING, STREET AND UTILITY CONSTRUCTION Truss Engineering 3145 WESTVIEW CIRCLE S8.03 FOUNDATION DETAILS-APARTMENTS AX-4.13 WALL SECTIONS EC2.1 GRADING, STREET AND UTILITY CONSTRUCTION Shop Drawings LAKE OSWEGO, OR 97034 GEOTECHNICAL ENGINEER S8.21 FLOOR FRAMING DETAILS-APARTMENTS AX-5.01 STAIR 1 PLANS&SECTIONS EC3.0 EROSION CONTROL DETAILS PHONE: (503) 697-1975 FAX: (503)697-1976 RHINO ONE GEOTECHNICAL S8.22 FLOOR FRAMING DETAILS-APARTMENTS AX-5.02 STAIR 2 PLANS&SECTIONS EC3.1 EROSION CONTROL DETAILS Other CONTACT: TERRENCE FLANAGAN 4610 NE 77TH AVE, SUITE 126 VANCOUVER, WA 98662 S8.23 FLOOR FRAMING DETAILS-APARTMENTS AX-5.03 ELEVATOR&MECHANICAL PLANS&SECTIONS MECHANICAL, ELECTRICAL & PLUMBING ENGINEER PHONE: (360)258-1738 S8.31 ROOF FRAMING DETAILS-APARTMENTS AX-5.11 UNIT PLANS CITY OF TIGARD MFIA, INC. CONTACT: RAJIV ALI S8.32 ROOF FRAMING DETAILS-APARTMENTS AX-5.12 UNIT PLANS REVIEWED FOR CODE COMPLIANCE 2007 SE ASH STREET S8.41 SHEAR DETAILS-APARTMENTS AX-5.13 UNIT PLANS A rovcd:�J ] PORTLAND, OR, 97214 GREEN BUILDING CONSULTANT S8.42 SHEAR DETAILS-APARTMENTS AX-5.14 UNIT PLANS PP PHONE: (503)234-0548 FAX: (503)234-0677 EARTH ADVANTAGE AX-5.15 UNIT PLANS OTC: I I CONTACT: JAMES L. TORMEY 623 SW OAK ST, THIRD FLOOR A6-0.11 BUILDING 6 CODE SUMMARY AX-5.16 UNIT PLANSCOPY permit #t V �O I O PORTLAND, OR 97205 A6-0.12 BUILDING 6 CODE PLANS LEVEL 01 -02 AX-5.17 UNIT PLANS ,CE PHONE: (503)968-7160 X23 Address: V149 In S va 1- u n Z i KP_V' { 4 CONTACT: ERIC FOLEY A6-0.13 BUILDING 6 CODE PLANS LEVEL 03-04 AX-5.18 UNIT PLANS Suite#: ?d- 6 PROJECT INFORMATION ABBREVIATIONS SYMBOLS By: --rDate: VICINITY MAP ENERGY CODE COMPLIANCE SITE # NUMBER GB GRAB BAR PERF PERFORATED, & AND GPM GALLONS PER PERFORATE � LEGAL DESCRIPTION: C L CENTERLINE MINUTE PLAM PLASTIC l - I e ASSEMBLY TAG 251010001600 AC ACRE GYP GYPSUM LAMINATE ACC ACCESSIBLE PL PLATE, , \ COMcf�B & wal'e V�eriorl 4:r�i.81 TOTAL SITE: 14.88 ACRES AED AUTOMATED HB HOSE BIB PROPERTY LINE 2 EXTERNAL HC-PHB HOLLOW CORE PLYWD PLYWOOD WINDOW TAG CO 9S1irlitte,. . . :. . nY.14m Compliance ON-SITE IMPERVIOUS (BLDGS): 69,091 SF(1.59 ACRE) DEFIBRILLATOR PRIMED PNL PANEL 9 TIGA\1\ ON-SITE IMPERVIOUS (ROADS,WALKS): 227,986 SF(5.23 ACRE) AFF ABOVE FINISH FLOOR HARDBOARD PNT PAINT `� TC WADJ ADJUSTABLE HDR HEADER PR PAIR STAZONING: AHU AIR HANDLING UNIT HDW HARDWARE PREFIN PREFINISHED DOOR TAG ALUM ALUMINUM HM HOLLOW METAL PREPR PRE-PRIMED Al WSection°1: ijOdt • MUE(PD APPROX APPROXIMATE HORIZ HORIZONTAL PT PRESSURE \ `S� uI ) APT APARTMENT HR HOUR TREATED, N ProiT 204 , Y EXISTING USE: VACANT LAND HVAC HEATING POST TENSION ThNORTH ARROW BD BOARD VENTILATION Rrole 7 .:�CArMeth t sn.\ Eippece Meth°� �rsscnpt PROPOSED USE: 4 STORY WOOD FRAMED APARTMENTS. BDRM BEDROOM AND AIR R RISER, RADIUS Ce \ -- •� � ��� ^' BLDG BUILDING CONDITIONING R&S ROD AND SHELF \ v $}N �9 L41 #1!tor Weather data): Tigard.Orsgnn BLKG BLOCKING RCP REFLECTED DETAIL TAGS Q \ �`_� 'titillate Zone' 4c PARKING BM BEAM IBC INTERNATIONAL CEILING PLAN(S) 1 1 Vertical Glazing Wall Area Ptt: 24% BOT BOTTOM BUILDING CODE RD ROOF DRAIN 4-8.01 A4-8.01 et- ...„Use:Aree Type Floor Area `� �� \ BR BEDROOM ICBG INTERNATIONAL REF REFERENCE L tafil9dfesideotiei 60316 STANDARD PARKING STALLS ARE MINIMUM 8.5 x 18.5. \ •�` CONFERENCE OF REEL REFLECTED ACCESSIBLE PARKING STALLS ARE MINIMUM 8.5'X 18.5'WITH 5'AISLE. \ S ctl+art 2 ER1v lop•Ass€mbliag qutrl�nn ,#t ,IMheciclts COMPACT PARKING STALLS ARE MINIMUM 7.5'x 16.5'. CIP CAST-IN-PLACE BUILDING REFR REFRIGERATOR \ CJ CONTROL JOINT OFFICIALS READ REQUIRED A4-3.0 3 EXTERIOR ELEVATION TAG <ICin PROJECT \ I F. TOTAL PARKING REQUIRED #OF STALLS CL CLOSET IN INCH REST RESTROOM CO W SITE \ CLG CEILING INFO INFORMATION RM ROOM 1 DCt \ TOTAL SURFACE STALLS 428 CLR CLEARANCE) INSUL INSULATE(D), (ION) RO ROUGH OPENING W N W \ MAX. COMPACT SURFACE STALLS 50%OF TOTAL CMU CONCRETE UNIT INT INTERIOR Y N \ TOTAL ACCESSIBLE STALLS 9 MASONRY SAME SELF-ADHERING 1C A4-5.11 1A INTERIOR ELEVATION TAG N c W (PER OSSC 1106.2) CPT CARPET JAN JANITOR'S MEMBRANE W z Q� COL COLUMNS JST JOIST FLASHING 1 B � = 0 TOTAL PARKING PROVIDED 428 CONT CONTINUOUS SD SMOKE CONC CONCRETE KDHM KNOCK-DOWN DETECTORCe \ \ CO TOTAL STANDARD STALLS 233 CORR CORRIDOR HOLLOW METAL SF SQUARE FOOT d W TOTAL COMPACT STALLS 184 KIT KITCHEN SHTHG SHEATHING a IllikBUILDING SECTION TAG W U) TOTAL ACCESSIBLE STALLS 11 D DRYER SIM SIMILAR a 4-4.01 '4-4.01 Q GENERAL NOTES DBL DOUBLE LAM LAMINATE SPEC SPECIFICATION DF DRINKING LAUN LAUNDRY STD STANDARDL..., co 0 BUILDING DATA FOUNTAIN LD LOAD STL STEEL 1� I` I- 0 DIA DIAMETER LGT LIGHT STOR STORAGE 1 WALL SECTION TAG 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT NUMBER OF DWELLING UNITS 264 DIM DIMENSION LN LINEN SIC SOUND 4-4.11 SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS PARKING PAVING WITHIN 5' OF A BUILDING AWAY FROM THE BUILDING. IF CONSTRUCTION TYPES VA-APARTMENTS DN DOWN LVT LUXURY VINYL TRANSMISSION � TOP OF SLAB TITLE BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL VB-CLUBHOUSE DR DOOR TILE CLASS S ELEVATION DATUM 100'-0" FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. NUMBER OF FLOORS 4 DS DOWN SPOUT LW LIVEIWORK STRUCT STRUCTURAL # DATE DESCRIPTION CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR BUILDING AREA SEE SITE PLAN SHEET A-0.02 DU DWELLING UNIT SV SHEET VINYL DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BUILDING HEIGHT 44'-0"+/-TO TOP OF HIGH ROOF DW DISHWASHER MAINT MAINTENANCE INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND PROCEEDING WITH THE WORK. DWG DRAWING MAIL MATERIAL T TREAD A. 1 GRID LINE/GRID BUBBLE RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR MAX MAXIMUM TEMPERED LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE EA EACH MDF MEDIUM DENSITY I&G TONGUE & HEREIN FOR ANY BUT AUTHORIZED PURPOSES,ALL RIGHTS RESERVED. DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING UNIT MIX EJ EXPANSION JOINT FIBERBOARD GROOVE ROOM NAME ROOM TITLE COPYRIGHT 2018. WITH THE WORK. EL ELEVATION MECH MECHANICAL TB TOWEL BAR ELEC ELECTRICAL MEMB MEMBRANE TEL TELEPHONE 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS ELEV ELEVATOR MFR MANUFACTURER TG TEMPERED Q TEMPERED GLAZING T A-0.02 FOR UNIT MIX INFORMATION. OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF SEE SITE PLAN SHEET , . EP ELECTRICAL MIN MINIMUM GLASS SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS SPECIAL IN:PL i'ON REQUIRED PANEL MIRR MIRROR(ED) THK THICK, ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER ARE COMPLETED. State of Oregon Stn.'d..irai Specialty Code EQUIP EQUIPMENT MISC MISCELLANEOUS THICKNESS EXECUTION OF THE CONTRACT. EQ EQUAL MO MASONRY TO TOP OF e REVISION TAG AND CLOUD 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE �.L� EXIST EXISTING OPENING TP TOILET PAPER REVISIONS 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP Concrete and Reintcrcing Steel EXT EXTERIOR MTL METAL TIS TUB/SHOWER SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A EDGE, OR AS NOTED. Bolls Installed in Concrete TYP TYPICAL CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY FC FIBER CEMENT N NORTH INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION FCP FIBER CEMENT NA NOT APPLICABLE UL UNLIMITED ❑ Spt�vial Moment-Resisting Concrete Frame Author Checker OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND PANEL NIP NOT IN THIS UNO UNLESS NOTED RELATED PERMITS / REVIEWS DRAWN BY CHECK BY CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, 0 Reinforcing Steel&Prestressing Ctaol Tendons FBGLS FIBERGLASS PACKAGE OTHERWISE SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS FD FLOOR DRAIN NO NUMBER UNFIN UNFINISHED PERMIT SET OWNER. EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES 0 Structural Welding FEC FIRE EXTINGUISHER NR NON RATED - CLEARANCES REQUIRED FROM THE MANUFACTURERS PRIOR TOCABINET NTS NOT TO SCALE VCT VINYL PDR2017-00004 PLANNED DEVELOPMENT REVIEW STATUS 0 High-Strenght Boding SLR2017-00005 SENSITIVE LANDS REVIEW 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND FIN FINISH COMPOSITION • MLP2017-00009 MINOR LAND PARTITION 03.29.2018 THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE ACCESSORIES. ❑ Stnlct,i:^!Masonry FLR FLOOR OC ON CENTER TILE • PFI2018-00049 PFI SUBMITTAL ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH FND FOUNDATION OCC OCCUPANT(S) VERT VERTICAL • DATE WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE ❑ Reinforced Gypsum Concrete FO FACE OF OCCUPANCY(IES) VRFY VERIFY XXXXX SITE DEVELOPMENT SUBMITTAL UNLESS INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECT'S SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. ❑ Insulating Concrete Fill FOC FACE OF CONCRETE OLF OCCUPANT LOAD VS VERSUS 17052 CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE FOE FACE OF FINISH FACTOR W WASHER DEFERRED SUBMITTALS PROJECT NUMBER ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED 0 Spray Applied Fire-Resistive Materials FOS FACE OF STUD OPP OPPOSITE W/ WITH TO THE COPYRIGHTS. ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY FOW FACE OF WALL OPNG OPENING WD WOOD ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS ❑ Pilings,Drilled Piers and Caissons FRP FIBER REINFORCED ORD OVERFLOW ROOF WH WATER HEATER • 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. PLASTIC DRAIN WIC WALK IN CLOSET METAL GUARDRAILS AND HANDRAILS A6m0 . 0❑ Shotcrete COMPOSITE WOODEN FLOOR JOISTSMECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN FT FEET OSB ORIENTED WIN WINDOW • ❑ Special Gradin Excavation and Filfi FIG FOOTING WALL STRAND WP WATERPROOF WOOD ROOF TRUSSES CITY OF TIGARD CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY . I P 9. • SPRINKLER-S1409--DRAWINGS Approved by Planning WORK OF ELEMENTS RESULTING IN CONFLICTS. I FT FEET BOARD WR WATER ©2018 OTAK,INC. '�: 'm°, :•:;:' frQ` .....stern OSSC OREGON RESISTANT Date: /-�12' GA GAUGE, GYPSUM STRUCTURAL WRB WATER if this drawing is riot 24"x 36",it has been > ',vie- ';:KtCii:si reduced/enlarged. Scale accordingly. • Y ,� ASSOCIATION SPECIALTY CODE RESISTANT 'OItIqIS[ GAL GALVANIZED OVFL OVERFLOW BARRIER 0 BLDG AREA UNIT COUNT SITE NOTES la k" 1, MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. „......„,„00:4••,A4 BUILDING NO. NO. OF TOTAL GROSS ,. BUILDING NO. TYPE 'A' UNITS TYPE 'B' UNITS TOTAL CUSTOMER COMPARTMENT REACH RANGE MUST BE FLOORS BLDG AREA (SF) WITHIN 48"AND 28"AFF. SEE A3-9.01 FOR ADD INFO. Otak ' . �teCtS, Inc BUILDING #1 4g 64$ BUILDING #13 2 1 BD 1 2 BD 53 56 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL 808 Third " venue, Suite 300 % 4 ( � + ( � SERVICE THAT MAILBOXES COMPLY WITH USPS• P. land, OR 97204 REQUIREMENTS. rn in 503.287.6825 BUILDING #2 4 41,812 BUILDING #2 3 (2) 1 BD, (1) 2 BD 45 48 www.otak.corn I 3. SEE SITE DEVELOPMENT SUBMITTAL FOR ADDITIONAL BUILDING #3 1 3,342 BUILDING #3 Q 0 0 0 INFO. BUILDING #4 4 50,848 BUILDING #4 3 (1) 1 BD, (1) 2 BD, (1) 3BD 45 48 4. SEECIViLFORADAPARK#NG INFORMATION r� BUILDING #5 4 49,648 BUILDING #5 3 (2) 1 BD, (1) 2 BD 53 56 372 BUILDING , BRIAN R.FLEENER la BUILDING #6 4 58,671 UIL G #6 3 (1) 1 BD, (1) 2 BD, (1) 3BD 53 56 OR TOTAL 253,969 TOTAL 15 249 264 LEGEND %MAO, as• 6®® ACCESSIBLE PATH 3/29/2018 STAMP I PROJECT INFO - �� `-1. TAX MAP 1 LOT NOS: WASHINGTON COUNTY TAX MAP DBG PROPERTIES 2S10100 TAX LOT 1600 LLC ZONING: MUE (PD) CONSULTANT o. L % 111,0*--C-5-). \ • 1 T\ -- 1- - /A V.2.- i"0: --___ r (' U :. Z V- , ' / / ' / ti; • 6U / t 0 lit • • • \ / ' it:: it .: i 4 . - '''''''.. \ 14' ,- -_, SNIA • • / . mZ �� • . • / / r•o ° `• •� I. divLLJ 0 e! 15 it • ' 'iiil /i /I /. I/ _'-''‘' i M /• , -.,...-';;/; 0 ° A i Cie . . . \ \ 1° \ i ' ill< PEDESTRIAN PATH • _".. • N� 50' DEVELOPEMENT \ 1 ''�,.,....,-.,.....,...:.... \ \ , -.„..-:?.., .0,#11111,0,1. ;I: 1-11,10, '. • if i • t. /� ® +� t • ! U . . . BUFFER . - ,"° o ®��y'' • ; a. a w /. '-"------- --7. D), a . : \ • • • ' ' ____/. a ' �� PROPERTY LINE 0� w . • rrrru� rrrrr ru r err s _ l _ o W Cr) PEDESTRIAN • • / - 4 .rj ` ' i T _ �. T .T ® ' , / I N LU ACCESS BRIDGE • /+` ,, •• / .� �e�3 0 0 ro e 0% > `d' 0 F10 ��I ��. // �. STORM WATER 6 N ACCESSIBLE / o '- ' ►`�+��, ';" r —TREATMENT /; W \ RAMP / ,.., • �wLLI . —FAC LITY /.. �� • `° i� 4 _ _.jp,411 --i ‘..- ' , _ PEDESTMAN • . ` � �� ° '� toe_ • *+� ACCESS BRIDGE > ®®e a®� m o "�' < _r. v►��'� • ! U) W fir;° / i. i ; -EN SPACE STORM WATER / r loll • / O Q LL ' 1�1� ,`;1® m PLANTER TYP. J CLUSTER __ 04 PEDESTRIAN r - - ) d3 (' LV �, , :.... '✓ MAILBOXES == ACCESS BRIDGE p, 1.L. �` RETAIING WALL t A`. I` I•'- �' r: - -_ ! >!� SEE CIVIC __ I mo. �� l"M E r _ ,m :,; ': - ,.,,,..,:.8.L .�. � � z TITLE 06 2 POOL AR _ ., w NOTE. SEE SITE DEVELOPMENT PACKAGE ® LDS . 1- ... .,,„ ,. g • ,� r SEPARAT" 11I: ` FOR LANDSCAPE PLANS I ;, • FF-19S.2'i " )} ryL. r m_. . d # DATE DESCRIPTION :':. .E!.,.$s g.:':;..,, ,. ,,, .-. [, .s ..-,..... . .",M,, I-f- �lJ1.E 1- \ ..r —.1 .,.y �Yd°,w..... v; ', r <Z' a',"".. - n"" _.:"F:;'xti�. - N F-1�9U �" 4: PERMIT) 29 -9 1l� w p �t,�Jportvgagg., _ 14I • ® Tr'r CI' \ Iti \ *44 \ ,,,,,,„.1 -if it. it I 111 ti. \ A,'A \ l, 151'-8" • LLIJ 58'- 11"73 \70 57'-0" li 4A 230'-2" I (NI ii n� , o � ooc. Daono o� � � � � , a � � � � � � � a � o ©� � ,� � � ��oape � � TrA \ \ 1 l 1� • REVISIONSI1� . I • • • • • • w • • s • • • • • • i • • �r • • • • • • • r r • • �r _ P • • r • • • ••wm. • • . w • •rrrrr • • �r • • • • • • • • • • i • • . ••• •ter• • • • • r • �� • • • • • t PEDESTRIAN PATH CONNECTION Author Checker BLDG 3 LIDA PLANTER, TYP 24'ACCESS EASEMENT TO INDUSTRIAL PARK DRAWN BY CHECK BY \ \ TRASH ENCLOSURE- SEE TRASH ENCLOSURE PROPERTY LINE CLUBHOUSE FUTURE WALL STREET INDUSTRIAL PARK(BY OTHERS) CITY OF TIGARD PERMIT SET DRAWING SET, TYP Approved by Planning STATUS \ Date: 7 ``� �� 03.29.2018 C11tIa�S' DATE 17052 PROJECT NUMBER \, 0' 30' 60' 120' i-9,..I---, A6.0 . 02 I REFERENCE SITE PLAN ©2018OTAK, INC. . If this drawing is not 24"x 36",it has been '6-0.0 SCALE: 1"=60'-0" reduced/enlarged. Scale accordingly. LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES DESIGN LOADS PROJECT GENERAL NOTES CONCRETE -CAST -IN - PLACE Otak 1. GOVERNING CODE: 1. UNLESS NOTED OTHERWISE, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. CLEARLY 1. TRUSSES SHALL COMPLY WITH ALL PROVISIONS OF THE DESIGN SPECIFICATIONS A. 2014 OREGON STRUCTURAL SPECIALTY SHALL BE THOSE CONFORMING WITH VERSION OF THE APPLICABLE SPECIFICATION OR IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE CODE CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITIES. THESE SHALL CONFORM TO THE FOLLOWING TABLE: FRAMING LUMBER INSTITUTE, EXCEPT AS NOTED OTHERWISE. B. ASCE 7-10 STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. USE STRENGTH (PSI) WIC RATIO SLUMP (IN) AIR (%) 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH U.N.O. NOTED ON THE 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL Otak Architects, Inc. 2. ROOF LOAD (APARTMENTS) INTERIOR SLAB ON GRADE 3,000 0.55 4-6 0-2 2. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON FOOTINGS/FNDN WALLS 3,000 0.50 2-4 5-7 DRAWINGS 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 CONTRACT DOCUMENTS. 2. LUMBER GRADE SHALL BE AS FOLLOWS: 3. MEMBERS SHALL NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: C. DEAD LOAD (TRUSS TOP CHORD) 11 PSF CONC. NOT NOTED A. EXTERIOR WALL STUDS: DOUGLAS FIR-LARCH #2 U.N.O. ON DRAWINGS ROOF LIVE = LJ360 ROOF DEAD = L1240 main 503.287.6825 D. DEAD LOAD (TRUSS BOT. CHORD) 9 PSF 3 THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ANDB. INTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.O. ON DRAWINGS FLOOR LIVE = L/480 FLOOR DEAD = L/240 www.otak.com CONDITIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING,AND CIVIL 30% OF TOTAL CEMENT WEIGHT. E. DEAD LOAD (TOTAL) 20 PSF LOW CALCIUM (CLASS F)FLY ASH MAY REPLACE CEMENT BY EQUAL MASS UP TO 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 P • 2. ROOF LOAD (CLUBHOUSE): INCONSISTENCIES. 2. A MINIMUM OF FIVE (5) CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EVERY E. POSTS: DOUGLAS FIR-LARCH #2 OR BETTER, U.N.O. ON DRAWINGS AND CALCULATIONS WITH REGISTERED STRUCTURAL ENGINEER'S SEAL. SHOP . (t.1,%.1) R��`F.� 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 \S GINE /. C. 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 4 13 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. Bo " ' f D. DEAD LOAD (TRUSS BOT. CHORD) 10 PSF AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR. ALL PENETRATIONS HOLD. MOISTURE CONTENT, MAXIMUM AT THE TIME OF DRYWALL INSTALLATION. SUBMITTAL SHALL ALSO INCLUDE ALL I.C.B.O. APPROVAL INFORMATION. E. DEAD LOAD (TOTAL) 25 PSF ARE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. ► / �� 3. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL 4. PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING. 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN A MEMBER WITH A ' "Y 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. 47/..., 4 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 O G. ESP. B. LIVE LOAD STAIRS 20 PSF PRIOR TO ERECTION. PRESSURE TREATED IN ACCORDANCE WITH A.W.P.A. STANDARD C-2. PRESSURE- 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH ONE (1) SIMPSON H2.5A C. DEAD LOAD (TRUSS TOP CHORD) 42 PSF 4. ALL EXPOSED CORNERS SHALL HAVE A 3/4" CHAMFER, UNLESS NOTED OTHERWISE. TREATED LUMBER SHALL BEAR THE A.W.P.A. (AMERICAN WOOD PRESERVERS BUREAU) ANCHOR AND TWO (2) 10d TOENAILS. UNLESS NOTED OTHERWISE. /EXPIRES: 12/31/ 1 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 it CEMENT. 7. PROVIDE A DRAG TRUSS OVER ALL SHEAR WALLS PARALLEL TO THE TRUSS 3-29-2018 6. PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. DIRECTION PROVIDE BLOCKING PANELS BETWEEN TRUSSES OVER SHEAR WALLS STAMP 4. SNOW LOAD CRITERIA: 7. ARCHITECT/ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS- 6. AGGREGATE SHALL BE A MAXIMUM OF 3/4" DIAMETER AND CONFORM TO ASTM C33. PERPENDICULAR TO TRUSS, DESIGN THE DRAG TRUSS & BLOCKING OVER SHEAR A. GROUND SNOW LOAD Pg 25 PSF 7. BLOCK ALL SHEAR WALL SHEATHING WITH 2 x 4 FLAT BLOCKING AT ALL EDGES. WALLS FOR MINIMUM OF 300 PLF, U.N.D. ON DRAWINGS B. FLAT ROOF SNOW LOAD Pf 25 PSF 8. THE STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST 7. CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORM WITH ASTM 1- _ThA -L 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 - -,f- D. THERMAL FACTOR Ct 1.00 RESISTING SYSTEMS HAVE BEEN CONSTRUCTED AND ALL OF ITS PARTS HAVE BEEN SPECIFICATIONS. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), UNO. THE BEARING REQUIREMENTS WITH BEAM MANUFACTURER. E. IMPORTANCE FACTOR 110 INSTALLED. PROVISIONS OF A.C.I. 318"BUILDING CODE REQUIREMENTS FOR REINFORCED MINIMUM NAIL SIZES ARE AS FOLLOWS: DBG PROPERTIES CONCRETE". 8D = 0.131" DIA X 2 1/2" LONG 9- TRUSS MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS, LLC 5. WIND CRITERIA(PER ASCE 7-10): 9. SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND 10D = 0.148" DIA X 3" LONG BLOCKING AND/OR SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS, AS A. ULTIMATE DESIGN WIND SPEED (3 SEC- GUST) 120 MPH SUBMITTED BY THE CONTRACTOR OR SUBCONTRACTOR ARE NOT CONSIDERED PART 8. CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS, COLUMNS OR PILASTERS 16D = 0.162" DIA X 3 1/2" LONG 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 �iA'1 D. RISK CATEGORY II REGISTERED IN THE PROJECT STATE. THE CONTACT SURFACE CLEAN AND FREE OF LATENCY. CONSTRUCTION JOINT OTHER THAN "COMMON" NAILS IS NOT PERMITTED WITHOUT PRIOR APPROVAL. POWER PIPE, PLUS A MINIMUM 2501bs LOAD, APPLIED AT THE POINT OF HANGING PER NEPA. THE ` E. INT. PRESSURE COEFF., GCPi ±0.18 LOCATIONS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT DRIVEN NAILS OTHER THAN "COMMON" NAILS MAY BE USED IF PRODUCT DATA IS CONTRACTOR SHALL PROVIDE SPRINKLER SHOPS TO THE TRUSS MANUFACTURE FOR Schneder ak 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 MAINLINESSmith IA TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY engineering, 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 UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING 11. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING . 35 psf 30psf 35 psf 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. }L a CONSIST OF DAMAGE OR DETERIORATION OF STRUCTURAL MATERIALS/COMPONENTS PREPARATION AND APPLICATION IS TO BE !N STRICT ACCORDANCE WITH THE ADDITIONALLY, PROVIDE PROPER PANEL SPACING PER THE AMERICAN PLYWOOD 1. CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND SHALL NOT BE COPIED FOR � O Z WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE MANUFACTURER'S RECOMMENDATIONS. ASSOCIATION RECOMMENDATIONS. USE AS ERECTION PLANS OR SHOP DETAILS- a"i p CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ALL DISCOVERIES HE BUILDING o BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE 11. CONCRETE TOPPING FOR METAL DECKS SHALL NOT INCLUDE ANYADDMIXTURES 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 c'' I°- LOADS SHOWN ARE SUCH DISCOVERIES. WOOD PRESERVERS BUREAU) QUALITY MARK. ESS'S NAME AND LOGO FROM ALL SHEETS. I ULTIMATE UNLESS r 12. ALL LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 110 pcf. n NOTED 2O 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 co Ix Occ 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. v SEQUENCES, PROCEDURES, NOR SITE SAFETY. ONE(1) EDGE IS NOT HELD IN LINE BY SHEATHING, WALLBOARD, BRACING. ETC. 1 CONCRETE REINFORCING STEEL 4. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE " REQUEST FOR ,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 1S 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 H AND DRAWINGS FORM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL 3. PLACE 2'-0" x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND 15. ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. • PRE-ENGINEERED ROOF TRUSSES B. SEISMIC CATEGORY D REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING- • REINFORCING STEEL C. IMPORTANCE FACTOR, le 1_0 16. ALL HEADERS NOT NOTED SHALL BE A MINIMUM (2} 2x8 WITH (1)2x6 T & K AT • STRUCTURAL STEEL D. SITE CLASS D 15. ITEMS, IN THE OPINION OF THE CONTRACTOR, THAT APPEAR TO BE DEFICIENCIES, 4, ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN OPENINGS <= 6'-0" & (3) 2x10 WITH (2) 2x6 T & (1) 2x6 K AT OPENINGS <= 8'-0". • GUARDRAILS/HANDRAILS AND THEIR CONNECTIONS E. RESPONSE MOD FACTOR (R) 6_5 OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES IN THE PLANS/OR SPECIFICATIONS ACCORDANCE WITH A.C.I. DETAILING MANUAL 315. F. RESPONSE COEFF. (Cs) 0.111 SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. PLANS AND/ 17. PROVIDE 2x4 BLOCKING AROUND ALL OPENINGS IN ROOF. NAIL THE PANELS TO 6. SHOP DRAWINGS WILL NOT BE ACCEPTED BY THE ENGINEER WITHOUT FIRST BEING G. MAPPED SPECTRAL RESPONSE ACCEL., Ss 0.975 OR SPECIFICATIONS WILL BE CORRECTED OR WRITTEN INTERPRETATIONS OF THE 5. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. BLOCKING WITH 10d NAILS AT 4" O.C. PROVIDE 2x8 BLOCKING AROUND ALL OPENINGS IN REVIEWED AND COMMENTED ON BY THE CONTRACTOR. H. MAPPED SPECTRAL RESPONSE ACCEL., S1 0.423 ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY FLOORS NAIL WITH 10d NAIL AT 4" O.C. AROUND THE OPENING. PROVIDE SOLID M CO 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 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 z K. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE ANALYSIS SHALL PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING w L. SEISMIC FORCE-RESISTING SYSTEM(S) = BEARING WALL SYSTEMS 16. THE CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER, CLEARLY AND 7. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE: 18. ALL SHEATHING SHALL BE A.P.A. CERTIFIED SHEATHING GRADE, UNLESS NOTED WHICH EXCEEDS THE CAPACITY OF THE ELEMENT BEING ATTACHED. w/LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS. EXPLICITLY IN WRITING OF ANY DEVIATION OR SUBSTITUTION FOR REQUIREMENTS OF • 3" TO BOTTOM OF FOOTING/GRADE BEAMS OTHERWISE. 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. 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 STRUCTURECie (2L b. BLD 2 = 152K ENGINEER'S REVIEW OF SHOP DRAWINGS, PROJECT DATA, ETC.. UNLESS THE • 1 1/2" MAIN BEAMS AND COLUMNS THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND ARE NOT PERMITTED UNLESS NOTED ON THE DRAWINGS OR APPROVED BY THE c. BLD 3 = 36K CONTRACTOR HAS CLEARLY AND EXPLICITLY INFORMED THE STRUCTURAL ENGINEER • 1" TO TOP AND BOTTOM CONCRETE SLAB SURFACES CENTER OF SLABS-ON-GRADE. AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND ENGINEER IN WRITING PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS OR <IC Q TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL CALCULATIONS. d. BLD 4 = 188KK IN WRITING OF THE DEVIATIONS OR SUBSTATIONS AT THE TIME OF THE SUBMISSION. 8. ALL REINFORCING LAP SPLICES SHALL BE IN CONFORMANCE WITH A.C.I. 318 SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, STAGGER PLATE Cl- Q ef. BLD 5 = 121 K "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 SPECIFICATIONS,17. WHERE DISCREPANCIESEMOREOCCUR EBETWE Q PLANS, DETAILS,SSHALLNOTES. 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 a THE STRINGENT REQUIREMENTS GOVERN. DETAILS ON o 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 W LOADS U.N.O. NOTED ON TYPICAL APPLY TO SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHALL BE TONGUE AND GROOVE WITH GLUED JOINTS. Cn SHOW, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE 9. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT, 10. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST TENSION LOADS. PROJECT. UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE 21. ALL METAL HANGERS AND CONNECTORS SHALL BE MANUFACTURED BY SIMPSON POWDER ACTUATED FASTENERS SHALL NOT BE USED RESIST GRAVITY LOADS THAT f W 00 STRUCTURAL ENGINEER OF RECORD- (OR APPROVED EQUAL)AND SHALL BE THE SIZE AND TYPE INDICATED ON THE INCLUDE BRICK /CMU VENEER. Y c(-.1 0 18- ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN BE OF THE SAME TYPE AND DRAWINGS. J 10. START FIRST REBAR 3" IN FROM THE EDGE, WHERE SLAB REBAR IS CALLED OUT AS N N- Z CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE "ON CENTER (O.C.)" SPACING. 22. ALL FASTENERS (NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH 11J z 0) PROJECT ARCHITECT AND ENGINEER. PRESSURE TREATED OR FRT LUMBER SHALL BE CORROSION RESISTANT IN _ c J 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. I 0 IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ABBREVIATIONS LIST 23. ALL CONNECTORS USED WITH PRESSURE TREATED MATERIAL OR EXPOSED TO W C r W 20. THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING WEATHER SHALL BE STAINLESS STEEL OR HAVE A SIMPSON Z-MAX/HDG COATING OR ABBR DESCRIPTION ABBR DESCRIPTION O 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 POST INSTALLED ANCHORS 24. ENGINEERED WOOD BEAMS SHALL BE AS MANUFACTURED BY i-LEVEL (OR ALT ALTERNATE/ALTERNATING LVL LAMINATED VENEER LUMBER c0 _ w CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE THE START OF APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: ARCH ARCHITECT/ARCHITECTURAL LW LONG WAY N_ ~ CD CONSTRUCTION. 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 BOTTOM OF STEEL MAX MAXIMUM LSL (9.5"+) 1,550ksi 2,325psi 1,070psi 800psi 2,050psi 310psi BOS LVL 1,900ksi 2,600psi 1,555psi 750psi 2,510psi 285psi BOT BOTTOM MIN MINIMUM # DATE DESCRIPTION FOUNDATIONS: 2.ADHESIVE ANCHORS SHALL BE I.C.C.-APPROVED AND SHALL CONSIST OF ALL-THREAD PSL 2,000ksi 2,900psi 2,025psi 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 MINIMUM INTERIOR FOOTING DEPTH = 1'-0" 26. ALL RIM JOISTS SHALL BE AS NOTED ON PLANS AND DETAILS. RIM MATERIAL SHALL D DEEP/DEPTH RT ROOF TRUSS BE ICC APPROVED FOR RIM JOIST APPLICATIONS DF DOUGLAS FIR SBW STEP BOTTOM OF WALL 3, RETAINING WALL DESIGNS ARE BASED ON THE FOLLOWING: DIA DIAMETER SCHED SCHEDULE ACTIVE PRESSURE (UNRESTRAINED): 35-60 PCF (DEPENDING ON SLOPE OF WALL ABOVE) 27. ANCHOR BOLTS SHALL CONFORM W/ASTM A307 OR F1554. BOLTS IN CONTACT WI 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 & GROOVE PERMIT SET EW EACH WAY TO TOP OF STATUS 6. ALL FOUNDATIONS AND SLABS SHALL BE PLACED ON UNDISTURBED OR COMPACTED FOC FACE OF CONCRETE TOC TOP OF CONCRETE CONTROL FILL AS PER THE SOILS REPORT. FS FAR SIDE TOF TOP OF FOOTING 03.29.2018 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 LONGI 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 Otak ESTABLISHED PER THE SPECIFIED BUILDING CODE AND LOCAL AMENDMENTS 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 Portland. OR 97204 BOLTS CAST IN CONCRETE X IBC TABLE 1704.7 main 503.287.6825 PLACING OF REINFORCED CONCRETE X IBC TABLE 1704.7 www.otak.com (TAKING OF TEST SPECIMENS X IBC TABLE 1704.7 4) STRUCTURAL STEEL: �(�`�� OF.jJ^ SINGLE-PASS FILLET WELDS x5116" X IBC TABLE 1704.35 �' N FF `- BRACING AND STIFFENING DETAILS X IBC TABLE 1704.3 81 MEMBER LOCATIONS __ _ X IBC TABLE 1704.3 IJOINT DETAILS AT CONNECTION X IBC TABLE 1704.3 ' p HIGH STRENGTH BOLTING: _ 'VD p`� BEARING CONNECTIONS X ;IBC TABLE 1704.3 G. �� IBUMS: 12/31/ Iq '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 FRAMING CONNECTIONS X IBC TABLE 1707.3 7)SPECIAL CASES: — D B G 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 11- PROGRAM FOOTNOTES: S Scchhneinei der Smith r , 1. THE SPECIAL INSPECTOR SHALL BE A THIRD PARTY INSPECTOR APPROVED BY THE ENGINEER OF RECORD, THE Egineerng 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. F- w z 4. DEFINITIONS: Cw A. "CONTINUOUS INSPECTION" MEANS THAT THE INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION B. "PERIODIC INSPECTION" MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS SUFFICIENT TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 0- 5. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF INTERNATIONAL BUILDING CODE & LOCAL AMENDMENTS. 114CCC Cil w Q ILI YN O w Z0 LL = O w cci) w = � 0 TITLE # DATE DESCRIPTION REVISIONS S8,JD TOS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER SO02 ■ 0 2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. Otak 6.1 6.2 ) 6.3 6.4 6.5 :/ 91'- 11 3/4" 23'- 1112" 20'- 51/2" 2 3/4" 13'-21/4" 1'- 11/4" 19'-41/4" 2 3/4" 13'-21/4" Otak Architects, Inc. 1'- 1 1/4" 808 SW Third Avenue, Suite 300 I I I I Portland, OR 97204 F9 O NP' F9 main 503.287.6825 T.O.F.=-1'-4"TYP- @ EXT. U.N.O. 2 �'P F4 .Z ® Alk www.otak.com (,-, 8.03 I k' S8.02 �� 7 0 •► +. - - r - - - - k - - - - - 1 - --- .1 -1 - -- - EQ PROF ,A� � '� - ' 1' I �i I t ' N I ��c'�G I tlt ��.1Jj� �/ t I1I 0 I II ID I _l -l-_LJ -I' ti --i ' l 1 1LJ - - I_ _-T_ITL _1 -I- L ,iII1 4:0 II_ - I- Qc • • - A - I I I F10 - I _ -- T - II 1 I _i 1 r 1 1 I I I I I I I I F9 'II I L - - J '90 I ii I ley P`t I T I G. eN r � � 1 I I I I l _ �1I y - I T 0 6 I I f I F4 0 I �rs: 2 ILLI___ i -' S8.41 II 1 I 40. - 1 1 I 3 29 2018 TiI ■ I 1 . . L - ■- -- STAMP �9 11 L. _ _,_. L JI - -�..- 1410_ c f I I� --- '1 I ,I:- - ,4171HiiII ±- 77: L I 1 9 I T 1 H - ITh-L1-11Th 4'0 1 f f � s 11, I II� yo o ya tia 1 1 DBG � ac PROPERTIES I'll I ` I`5o 1 II . . I II / r I ... \ _ I I' -- 6.B) _ I I - . F11� -' - - - - - II - I Tf.l i 6.B) I - F9 •I i■ - - r T T co L J T { .: ` � � � - - - - T y --i- -1- � - TIT I Enavat ► I� f I I I I ® I I O 1_ 1 ,Zo I I I .Zo ! I smitSchneider� ` I- H .-: - - _L _L - - - _L - - - _L - - - - _ - - -\ - -,T - - - 1 I - - - - 1_ - - - - - - _L 1 - Engineering, --61 ■I '�- T - LIE: i y_ l - - - I - 3141 WALNUT STREET, STE. 203A J I I - - � 1 I l T DENVER, COLORADO 80205 1 / I S8.03 I � , ' I I ,� -- 720.904.1234 www.essdenver.com o III I a I I I I o' �1 ! 1 I I 1 ip CONSULTANT III _DI --1-a • I F6 1 I. 1 '`. -,1 I S6.41 r. I II T.O.F.=-1'-4" 1- 1 i- I I I I� Iv I_I I I I I I ..1_ -- - I 'y I ABU POST i L J- I L �v_ _� O ► -� ! 1 I 1 BASE . - - - 7 I 1 a �_ 1 c t F4 ��. - - J 1 L J 1 I L_ _ J N I I �o� J II F1 I Q1ITOF361" . _ I Q I < ,l 0 ,i 1 I _ J . I I -2 I 2 I I ® _ r- - I - I Iu. II I I o I . -1 l �• '' I I I c I '1 1 h- I I / I t- 111-r_ 4 _t7.--"7 I - •I HTvtrriTtr 4 1 r L - 58.02 r- H 1il fl1TT i .1 - -I_Typ.:01, " i _-_:L ., _I.1 , _ 4 1I � I I -� - L - �- - �� I - � I I _III [1 - . 6.D - 1, hL __ _ _ ; X11 - - I I _ I I ! - I - "I,J - -� ___1_,/±.. n I I 11 ini- - J.O.F.--3'-6" - • r . I " ® _ E r F10 5" SLAB-ON-GRADE W/#3 _ . t-- - 1 I--18" E.W. TYP. FOR PATIOS - --- ... 1i 1 T.O.F.=-0'-8" U.N.O. @ INTERIOR LIDA PLANTER, SEE 5/S7-2.01 CD ¶ Z 23'- 1 1/2" 20'-6 118" 5' fi 114" 8'-9 114" 19' 4 114" 1' 1 1/4"-,..... 13'-2 114" Lil V M = 2 11811 2 3/4" Ce Q Ca DCO 1 / FOUNDATION PLAN - BUILDING 6a - " S6-2.01a 1/8" = 1'-O" Z - APARTMENTS COLUMN SCHEDULE FOUNDATION PLAN NOTES Q SYM SIZE -- COMMENTS 1. SEE SHEET 50.01 FOR GENERAL NOTES 0- Cl (2)2x6 2. SEE SHEET 58.01 FOR TYPICAL FOUNDATION DETAILS NOT CI LU CO C2 .(3)2x6 SHOWN ON PLAN Y CV z C3 (4)2x6 3. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS N N- _s C4 6x6 4. ALL ELEVATIONS ARE BASED ON A DATUM OF 0'-0"= SEELll Z ° 1- C5 6x8 _ ARCH. D 1 C7 (2)2x4 _ I 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS LL I O C8 (3)2x4 WITH ARCHITECTURAL PLANS PRIOR TO START OF 0 C9 4x4 - CONSTRUCTION LU C 0 Z C10 (4)2x4 6. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS Q M NOT NOTED ON PLANS 7. REFER TO LANDSCAPE AND ARCHITECTURAL PLANS FOR CO - 0 LOCATIONS OF ALL EXTERIOR LANDSCAPING, PLANTERS, N- I- Ll_ DIVIDINGWALLS AND WALLS AROUND BALCONIES APARTMENTS FOOTING SCHEDULE 8. REFER TO CIVIL DRAWINGS FOR ALL FINAL GRADE TITLE ELEVATIONS SYM SIZE REINF. _ COMMENTS 9. VERIFY ALL BOTTOM OF EXTERIOR FOOTING ELEVATIONS # DATE DESCRIPTION Fl 1'-6"x0'-10"x CONT. (3)#4 CONT. - PROVIDE A MINIMUM 1'-6" FROST DEPTH. - - 10. MAINTAIN ALL EXTERIOR GRADE A MINIMUM OF 8" BELOW F2 3'-0"x3'-0"x0'-10" (4)#4 EACH WAY, BOT. TOP OF CONCRETE AT WOOD FRAMED AREAS F3 31-6"x3'-6"x0'-10" (4)#4 EACH WAY, BOT. _ - 11. FOOTINGS SHALL BE CENTERED UNDER WALLS OR F4 4'-0"x4'-0"x0'-10" 1(5)#4 EACH WAY, BOT. - COLUMNS, UNO F5 2'-0"x2'-0'1X0'-10" (3)#4 EACH WAY, BOT. 12. PROVIDE SLAB CONTROL JOINTS AT 10'-0" O.C. MAXIMUM F6 2'-0"x5'-0'1x0'-10" (4)#4 EACH WAY, BOT. EACH DIRECTION. SEE 7/S8.01 F7 6'-0"x6'-0"x2'-0" (7)#4 TOP & BOT. W/(7)#4 TIES _ _ SEE DETAIL 6/58.41 13. ALL LOAD BEARING WALLS SHEALL BE ATTACHED TO THE F8 4'-6"x4'-6"x2'-0" l(5)#4 TOP & BOT. W/(5)#4 TIES _ _ SEE DETAIL 6/S8.41 SLAB WITH 3/4'1 DIA. x 8"ANCHOR BOLTS AT 48" O.C. U.N.O. F9 4'-0"x4'-0"x2'-0" f(5)#4 TOP & BOT. (5)#4 TIES SEE DETAIL 6/S8.41 ON SHEAR WALL SCHEDULE. F10 8'-0"x8'-0"x2'-0" (9)#4 TOP& BOT. WI(9)#4 TIES SEE DETAIL 6/S8.41 F11 1'-8"x1-4"x CONT. (3)#5 TOP&BOT. W/#4 TIES @ 12"O.C. _ SEE DETAIL I0/S8.41 F12 7'-0"x7'-011x2'-0" (8)#4 TOP&BOT. W/(8)#4 TIES _ SEE DETAIL 9/S8.41 REVISIONS F13 14'-0"x7'-011x2'-0" (8)#4 LONGITUDINAL TOP & BOT. W/(16)#4 TIES SEE DETAIL 9/S8-41_ F14 3'-6"x1'-0"x CONT. #5 @ 12"O.C. EA. WAY _ F15 5'-9"x1-2"x CONT. •#5 @ 12"O.C. EA. WAY FOUNDATION PLAN SYMBOLS LEGEND JO TDS DRAWN BY CHECK BY • FX ' INDICATES THICKENED SLAB/FOOTING/PIER, PER PERMIT SET SCHEDULE. STATUS Cx INDICATES COLUMN PER COLUMN SCHEDULE. 03.29.2018 DATE HD INDICATES HOLD DOWN LOCATION PER SHEAR WALL PLANS AND ELEVATIONS 17154 PROJECT NUMBER a " 1, INDICATES STEP IN TOP OF SLAB - s6.2 . 01a „��/��� INDICATES START OF SLOPE IN TOP OF SLAB ©2018 OTAK, INC. 1.•-/ INDICATES STEP IN FOOTING. SEE DETAIL 6/S8.02 if this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. , , Otak 6.4 6.5 6.6 6.7 6.8 6.9C. 6. 11 6.1 !4 172' 8 114 ��. 2 3/4" E. 13'-21/4" 8'- 10314" 13'-21/4" 19'-41/4" 23/4", 13'-21/4" 8'- 103/4" 13'-2114 . , _. 19'-41/4" INICEE111111 20'-6118" 23'- 1112" Otak Architects, Inc. A . I . M.'s .. �, F -- - --1' - 1 114" 2 3/4" '-1'4 '-1'- 1 1/4"\ 1'- 1 1/4"-' `2 3/4" �1'- 1 114" 2 3/4" 2 1/8" 6 808 SW Third Avenue, Suite 300 _ 1 SITE RETAINING WALL, 6/S7-2.01 I I I I I I I I I T.O.F.=-1'-4" F9 1 F9 �p 0S8.41 - - �p ' Portland 03.287.6825, OR i 0 ' I 1 ' PI r www.otak.com cam CD1.----- p • --1 ID 1-- 1- --.Ti p --1 4111 1-- -1 I- -1 F 1 7 1 . , •-- L- - _ 1 11_ 1 -TLy ' ' I1I JI _ Ls J- I I I _E.. 1 I 1 I I 1I II 11 1_ i1 T -C_-IA LL I LI I 11 AL 1\.-I. � T�-�. � -I- I - - -I- J__71= -J L - �1, Joffil III 4 �' TYP. - - - - 1- T - - - - - - - - � � T - - - - - - - ! I. UP I - - - - F10 II illII - - - - I I I I I I H I I I I J L J0 I I I I : ! �o /1/. "'T'.1 S8.03,i, E I I T.O.F.=0'-0" I I el I I I I I II 'q ,�� �A II I i I $ i I I F5 I I I I "'h; G. E 5I "SLAB ON IG RADE W/#3 @ F1 E 3 l . I y0 F9 i I I I !EXPIRES: 72/31/ ICI _ 1-:� I o 17 �. I c T I I 16" E.W. PREPARE SUBGRADE I 1 II __J_.�_ �- IT_ I I PER THE SOILS REPORT 1 1 I - I I ;1' L S8A3 r - I- 1 L 11■ `I o, 3-29-2018 Li ,.. I1 L_J I ■.,r _i J 1 i-„�_ --. �� , _h;'; , cp j- f - ' I --r I 58.034TYP. STAMP I--y I r I • .1 I I _ �-� , 1 1 =k, I � ,L h, I L n II _ I L I I - - 1'' - L _ I a 1 1 IfrABuPosI L F12 I I I 1 T.O-F.= -5' -3" 1. I I T� I -r l jThrn-n-j11-1, �I I I, _ I J I f I -- I f:I 11. I BASE I - �._ I I� 1 Ls� ❑ l I 11 1 1 1 1 I �:, _71 I I I III 6 �-1- yo it . yo I I ya Alb ya I I I t tip Ilr� _ � . I�� y 1 y y ti 1 y fl I I = I1 49 DBG PROPERTIES II I. .I� \ II_ ; _ J' 1 I CI iir , k _ I II 1I II .I I ,1 T1 ._ ' L -- L ^_� 1 �- - - - , - J.. - - ____ to 7Ty1IØTiTro o - a -TT- o rTflT L - .�- _J I 1 I I 41r) I I I I 1 E I I -j L � - - - I _ - 1L � I1 l � I_� _ r - I - - - - Smi#h �r� 6 V .. - - - I - - _ I - - - -- - - Engineering. r----A�� P>f - - � -.-.. --..... - ..J..L---•- I - - = --. 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COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT CO B14 (3)1 3/4x9 112 LVL CONTINUE BELOW THIS LEVEL. 1B15 (3)2x12 DF#2 INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND * FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE-WOOD STUD 12. ALL FASTENERS(NAILS, SCREWS,ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE SYM SIZE TRIMMER KING COMMENTS MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION H1 (2)2x8 DF#2 (1)2x6 (1)2x6 WI EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 a@ 16"O.C. _2x6 DF#2 @ 16"O.C. RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS H2 (2)1 314x7 114 LVL (1)2x6 (1)2x6 W2 INTERIOR LOAD BEARING 6" STUD WALL '2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 12x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR H3 (2)2x10 DF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12"O.C. 2x4 DF#2 @ 16" 0.C. 12x4 OF#2 @ 16"O.C. 2x4 DF#2 @ 16"O.C. SIRE L OR HAVE SIMPSON MATERIAL HOG COAALLTING BE STAINLESS STEEL OR HAVE A Z MAXI COATING OR EQUAL H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 OF#2 © 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 14. PROVIDE 3/4"MAX. CEMENTITIOUS FLOOR UNDERLAYMENT JD TDS H5 (2)2x8 DF#2 (2)2x6 (1)2x6 i WALL AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 15. SEE SHEET S0.01 FOR GENERAL NOTES. H7 (2)2x6 DF#2 (2)2x6 1(1)2x6 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT PERMIT SET SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 0329.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 112"LSL, UNO. s6- 22. FLOOR SHEATHING SHALL BE 23132"4-PLY T&G PLYWOOD W/ 2 . 02a 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. a i. -i-i 114 Ai Otak 6.4 6.5 6.6 6,7 6.8 6.9 . 10 1� CANTILEVER _..____, BEAM TO EDGE LB28 TO LEDGER, SEE DOUBLE JOIST W/(2) HUCQ612-SDS, TYP. CS16x28" FROM TOP PLATE ©NP' 6 OF BUMPOUT, I 5/S8.31 EA.1/4"0x6"U SDS SCREWS INTO BOEABM M, BOTH ENDS OF S8 22 Otak Architects, Inc. -#alas.. -AA ilhA I 10 S8.31 TYP- HUC68 W/ MAX. I EA. STUD AT STUD WALLS, I SIM.© I I NAILING, / MA HUC28-2TF TO LEDGER, SEE 58.23 HUCQ6,0-505, TYP. 5/S8.31, TYP. TYP. PCZ POST CAP, TYP. Q HUCQ612-SDS, TYP. 808 SW Third Avenue, Suite 300 ' �� C4 DROPPED DROPPED DROPPED1\ • ® B9 DROPPED El 1 N5 C1 , H1H6 C4 C4 H4 H4 - Portland, OR 97204 q ! � I \ - W IN lDRIPPED I 138- I ... �- 11 1 1 .A - ���.....� - B8 - man 503.287.6825 j i. - - Z -------- - - ~`S. in WWotakcom J414" mfl@lhi4H ii4@1ii j J4@1 -4 op \158.21 , L ASV - = ' 0-1) PROF -‘ . ■iii H4 H4 J 1 2 0 I . l SIM C1 -- i s C1 I \ I c, ^ � I I C5 I B2 �c1� m '� Be +_ „ S8 21 0 o •• Cl. \ - v 1 112"GYPCRETE t ` •+• II = p 1 -' cV N = p `" - ��� -@� S8.22 - - UNDERLAYMENT OVER 314" II iv iv iv , _ �- ®� -- o 77C -2-o T&G FLOOR SHEATHING q ' Ei _I @,-. 1 I I I.` U I I -- 7 /, • _; ' iv cv GLUED AND NAILED OVER 'S'O G. 44 N N - NIrl N N N S8.22 _ J6 L 2'-�0" ti II ' _ @� i t� MIN. 3 114"ACTUALLOW , - , GUS5 12 TYP 'I ' C8 N -,• ,_ . lir, , =-H 501 ' - ; ---_. __3) I COMMERCIAL GRADE T&G �DIMRE : i?�1/ I� s _, -' _ >, -,-� i�i� I � DECKING SIMPLE SPAfV II -� INTERMEDIATE' •o ��I I �'� ;; 1_ El ( } 3 29 2018 ,� C8 LANDING BELOW_ n` ,r.58.21 M I M I I n { "' _ �!� �'� _ ' STAMP - , CO- I m- I = 11_1328 TO LEDGER - _ _ -LOW 58.22 I 1 x y� --- _._ 10 ! 3 ' j ��� s�--Cc1,)l c1 l t 58.23 �� -I,- Cl ,r C1 1 1, Cl C: 2 War1• C C1 `C1 , Cl Cl �C\ C1 r. 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DECKING (SIMPLE SPAN) - <C10 }o d� L _ C8 II�ABI 11 ABVa I _ 7-1_III _,1 m :. - m I m�) CONSULTANT . ' oCg� o o r o_ O , O f -O_) _ _ - r N.,. . z7( _ o _ , - o -� `V I o -� I o -� iv _ .I /C1Pr. o + �_' iv= �1 I N Ua C10,- I �._I \\ 58.22 -�--I- Ud - I @� �' = I Ud ; _ \/ I= c., - -_ TYP. 5 _ o • /� 0 N N vi- C'6-\ -' - ! 58.21 I S8.21 �- c1 J , c, J 1 I c1 J I <C1 ;� JH I c1 c1 J J c1 121{ TYP. \ '_'.�-. fw Sr - a,,,,,.- '^ - - -►,,,,,,��,,,.,. - --- • ;ii ,,, „i,.. - - - y� - i!i„�,ir - H4 H4mi ! ILIHII . II I III� I ! 1 11H4 �� z J4 @ 1'-4" I, ll J4 • 11-4" NE 1 J4 @11'-4'-.� r J4 @ 1' -4'' _ J4 @ 1'-4" I t.5 I II - p ® LBS f DROPPED B8� ..._ B8I _ - © DROPPED ® � -l__�__l.-L ® ® DROPPED ®® 4> DROPPED t10 H4 H4 ® 1r i . Hi 40 HUC68 WI MAX. PCZ POST CAP. TYP. 6 z -HUCQ610 SDS, TYP. I NAILING, TYP. I HUC28-2TF TO / 6 DOUBLE JOIST W/(2) 5 LEDGER. SEE Vi I 114"0x6" SDS SCREWS I I S8.31 ® I CANTILEVER -- 5/S8.31, TYP. INTO EA. STUD AT I _ ; 1 BEAM TO EDGE STUD WALLS, TYP, TYP. OF BUMPOUT, LB28 TO LEDGER, CO - f TYP. SEE 5/S8.31, TYP. 11 . 1 Z z Lill (-1 -- SECOND FLOOR FRAMING PLAN - BUILDING 6b J .. - _ - M (7 OCZ a 2 0 FLOOR FRAMING PLAN NOTES QCt APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN LL _SYM I _ SIZE POST COMMENTS SYM SIZE COMMENTS SYM SIZE COMMENTS 1 3)1 314x7 1/4 LVL Cl (2)2x6 _ J1 11 718"TJI 110 Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO Ct B PLAN AS'DROPPED'. CL O B2 4 1 314x11 7/8 LVL C2 (3)2x6 J2 11 718"TJI 210 Bx INDICATES BEAM PER BEAM SCHEDULE. cn Y N 0 -O _.-,. ( } -_ _.. _ _ __. 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. B3 (1)1 3/4x11 718 LVL C3 (4)2x6 J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. J (V J B4 (3)1 314x11 7/8 LVL C4 6x6 J4 2x8 PT DF#2 3- * INDICATES BEAMS THAT SUPPORT MORE THAN TWO N N- - - GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS B6 2x12 DF#2 C5 6x8 J5 9 1/2"TJI 110 FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE - - - MANUFACTURER. PROTECTION PER ARCH. D c[B7 (3)1 314"x11 114"LVL C7 (2)2x4 J6 2x8 DF#2 = O CI B8 5 112"x11 114"EXTERIOR GRADE GLULAM C8 (3)2x4 INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP z B9 5 112"x9 114" EXTERIOR GRADE GLULAM C9 4x4 PLATES OF WALL UNO. SEE SHEET 1158.21. C[LIU O B10 (2)1 3/4x11 7/8 LVL C10 (4)2x4 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED O C) 1 Wx INDICATES WALL STUD FRAME PER WALL SCHEDULE. ON PLAN. B11 (4)1 314x9 112 LVL 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH 6) 0 UJ B12 (2)2x12 DF#2 B,3 (2)2x8 DF#2 DROPPED )%/ /i;`I INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. I- W 7. COLUMNS LABELED AS 'ABV'ARE FROM ABOVE AND DO NOT B14 (3)1 3/4x9 1/2 LVL CONTINUE BELOW THIS LEVEL. B15 I(3)2x12 DF#2 I INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND * FLOORS. OR ONE FLOOR AND ROOF, AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2158.22. 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 KING COMMENTS MARK ' DESCRIPTION 1ST FLOOR 2ND FLOOR 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 2x6 DF#2 © 16"O.C. 2x6 DF#2 © 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O-C- RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS 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 OF#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#2 @ 16"O.C. FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H4 (2)2x6 DF#2 _ 1 2x6 I STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL O (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. Author Checker H5 (2)2x8 DF#2 _ _(2)2x6 (1)2x6 I WALL I 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT H6 (2)2x10 DF#2 (2)2x6 (1)2x6 AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H7 (2)2x6 DF#2 (2)2x6 (1)2x6 15. SEE SHEET S0.01 FOR GENERAL NOTES. PERMIT SET 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT STATUS SHOWN ON PLAN. 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 112" LSL, UNO. s6.2 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ 48/24 SPAN RATING &UNBLOCKED EDGES. GLUED & NAIL W/ ©2018 OTAK, INC. 10d @ 6"O.C. EDGES, 12" O.C. FIELD. If this drawing is not 24"x 36', it has been reduced/enlarged. Scale accordingly. Otak�I 6.2 X6.3 6.4 6. CANTILEVER HUC68 W/MAX. -. © TYP. BEAM TO EDGE NAILING, TYP. \ 10 © I OF BUMPOUT, S821 S8.22 TYP. PCZ POST CAP, TYP. DROPPED DROPPED 808 SW Third Avenue. Suite 300 �C4 C1 • Portland, OR 97204 A H5 H4 H4 HB LI - B8r ,„,,-,- .._ _v ' . Eel, co___ hJ4 ,'-4" - I .. w • www.otak.com r C4 S8.23 I1-1-14I Ni- ' •. f H4 fM 1 H4 j - I E1) PROF - - ............... .-- fl----YP.• ;`�� y,s,.�ri.��ri.ir Ji ! ter.- I �� r C1. . Cl - r C1C1 j ���?G N Ii _m_ 1 I YP. I C1 p V I ck' 8r - ,+ TYP. �„� . I El _ i 7 - c o \58.21 I o 0 0 o S8.21 -N 1 _ try ' 19 N� Alk N -�� �) n -N N N N v_ /Q • 7 A.. , ILII cr - CV - -_ C °r �_ I N L<-5 I EXPIRES: � �� I� r- �Y �� - \�� i € i� 3-29-2018 11 n_ M i m ) Fml ; - STAMP i- ._. 1 J .:,- .i • _.. , „ ,. I m_ _-= I -,_ -- Kci> -, _,,.. �1 . E► ,.>�.C1 I c� c, �C8 C1 _ C16m , DBG P R 0 P E PT I E S i..1* _ --1 1i-',,,,,,,,,,,,,,,,,,, =,,,,_,,,,,,,,,,,„„1/ - , ,,,,,,, , ,� . ;,,.,,,,,,,,,,,,,,, , ' ) LLC �1r"9 -moi ��_ � 813 . B13 8r 10 - . I . -. ___ 10 58.22 _ -- 61 613 TYP. S8.21 - B14 L,'! -S8.22 B131 �'A '^(6-.--I9) _- ---- . . ...- �; /� !`� j p rc=iii . Enayat CANTILEVER - �� G2 IJ, Schneider 4" I� I C1 p Cl 1�. C1 p l:1 l:: Smith r i BEAM TO EDGE �C J A -----(17\7;e1- - F ��gFFl�.�9. OF BUMPOUT, • � `� 11 S8.22 �P. r /� : r 3141 WALNUT STREET, STE. 203A TYP. c,) - - ". 8-\ = C2 I`-` - - _ ', ii S8.22 �i m ------ DENVER, COLORADO 80205 I ,.1 112 GYPCRETE 1 r: c� 58.22 # Ai 4:1 - ;i �., INTERMEDIATE 2 C1 CO m /� , - C1� LANDING BELOW C 720.904.1234 www.essdenver.com UNDERLAYMENT OVER 314" ,,//„ , , - CONSULTANT T&G FLOOR SHEATHING s ,,- -Q HGUS5.50112 TYP.; I 1 I '� 2 ` . '� GLUED AND NAILED OVER %� n EN Li1t - - o. I I . C9J6@20 -I - I I N THICKNESS DF �� r =s1 v -iti -- rt �S8.22, o _o COMMERCIAL GRADE T&G � � �' _� Uatup g1 �€ LOW N� -`v y cv - DECKING (SIMPLE SPAN) U i EPCZ POST CAP, TYP. I [ <C2� -3- ; -- Fial 11 - HGUS5.50I,2 7YP.� _ B2 -- n S8.22 IHGUS7.25/12 TYP ll I I„ ; Cl N (C2) ,,,,, J 1 @ 2' 0 L.,,, - /C`1 -•-\ H4 I IllEl = 12 I I H4 . C1 ''l 11- D) - ,, 1 ' J4 @1, 14„ „ S8.21 14 @1+�I - 1h - H5 HI 4 I B8 I H6 Ili � T$$I i II © ® . Ca DROPPED • DROPPED CD 6 / ©©IL L628 TO LEDGER, SEE rr 1n^► HUC68 WI MAX. • V IIV NAILING, TYP. I TYP. S8.22 5/58.31 I ' PCZ POST CAP, TYP. HUCQ612-SDS, TYP.- CANTILEVER - Ci BEAM TO EDGE I CO J OF BUMPOUT, TYP. Z CO 1 . THIRD FLOOR FRAMING PLAN - BUILDING fia Q S6-2.03a 1/8" = 1-0" r n Q Z 13. APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE f I APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q SYM SIZE POST COMMENTS 1 1 SYM SIZE COMMENTS f SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON ° B1 (3)1 3/4x7 114 LVL1 C1 (2)2x6 J1 11 718"TJI 110 PLAN AS 'DROPPED' I - Bx INDICATES BEAM PER BEAM SCHEDULE, CI LU N B2 !(4)1 3/4x11 7/8 LVL C2 (3)2x6 J2 11 718"TJI 210 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. COCt 1B3 (1)1 3/4x11 7/8 LVL 1 C3 (4)2x6 J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE TYP. UNO. Y N O - 3. INDICATES BEAMS THAT SUPPORT MORE THAN TWO N B4 (3)1 314x11 718 LVL i C4 fix6 J4 2x8 PT OF#2 GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS W Z O B6 2x12 DF#2 I _ _I -C5 6x8_ J5 9 112"TJI 110 MANUFACTURER. FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE -- - - -- - - PROTECTION PER ARCH. w.mi D Ct _IB7 (3)1 314"x11 1/4" LVL -- - C7 (2)2x4 J6 2x8 DF#2 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP I 0 LL 1B8 5 1/2"x11 1/4" EXTERIOR GRADE GLULAM _ C8 (3)2x4 Cx INDICATES COLUMN PER COLUMN SCHEDULE. B9 5 112"x9 114" EXTERIOR GRADE GLULAM I C9 14x4 PLATES OF WALL UNO, SEE SHEET 1/S8.21. CS Q I I I KWx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. 5 ON PLANSEE ERAL NOTES FOR SIZE OF HEADERS NOT INDECATEDLIU NB10 (2)1 314x11 718 LVL C10 (4}2x4 ¢ Ct B11 (4)1 3/4x9 1/2 LVL 1 - 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH = B12 (2)2x12 DF#2 _ r////////, I INDICATES BEARING WALLS. TYP. SEE SCHEDULE. GIRDER/BEAM/ HEADER SHOWN ON PLANS, TYP. CO B13 (2)2x8 DF#2 _ DROPPED 7. COLUMNS LABELED AS 'ABV'ARE FROM ABOVE AND DO NOT 614 (3)1 314x9 ,12 LVL - CONTINUE BELOW THIS LEVEL. 1815 (3)2x12 DF#2 INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9 FRAMING PLANS INDICATE SPACES. BEARING WALLS, AND * FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. ALL FASTENERS (NAILS. SCREWS, ANCHOR BOLTS, ETC.) IN _ CONTACT WITH PRESERVATIVE TREATED OR FIRE RETARDANT TREATED WOOD SHALL BE CORROSION SYM SIZE - I TRIMMER KING 1 COMMENTS _MARK 1 DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS REVISIONS H1 (2)2x8 OF#2 (1)2x6 (1)2x6 W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 OF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 H2 (2)1 3/4x7 1/4 LVL L (1)2x6 (1)2x6 _ W2 INTERIOR LOAD BEARING 6" STUD WALL 2x6 OF #2 @ 16"D.C. 2x6 DF#2 @ 16"O.C. 12x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR H3 (2)2x10 DF#2 (1)2x6 - (1)2x6 1 _ W3 1INTERIOR 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. SIRE L ORRETHAVE SIMPSO MATERIAL HOG COAALLTING 8N STAINLESS STEEL OR HAVE A SIMPSON Z MAXI 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 OF#2 @ 16" O.C. 2x6; DF#2 @ 16" 0.0. 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT JD IDS 1H5 1(2)2x8 DF#2 (2)2x6 (1)2x6 - - WALL AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 _ (2)2x6 (1)2x6 15. SEE SHEET S0.01 FOR GENERAL NOTES. H7 (2)2x6 DF#2 1(2)2x6 (1)2x6 16. SEE SHEET 58.21 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 6...2 a 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ ■ 48/24 SPAN RATING & UNBLOCKED EDGES. GLUED & NAIL WI ©2018 OTAK, INC. 10d @ 6" O.C. EDGES, 12" O.C. FIELD. if this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly Otak 6.5 6.6 'G.7 6_._EH''. 8 .9 6. 14 6:11 , 11 . 1 \ Otak• CANTILEVER - i BEAM TO EDGE LB28 TO LEDGER, SEE DOUBLE JOIST W/(2) TMP. 8 OF BUMPOUT, 5/S8.31 114"0x6" SOS SCREWS INTO © 3 58.31 TYP. NAILING, TI HUC68 W/YP. HUC28-2TF TO LEDGER, SEE I / EA. STUD AT STUD WALLS, TMP' S8.23 I 58.22 I Otak Architects, Inc. -J HUCQ610-SDS, TYP. 5158.31, TYP. I PCZ POST CAP, TYP. HUCQ612 SDS, TYP, 808 SW Third Avenue Suite 300 • DROPPED DROPPED . 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B2I C2 (3)2x6 I Bx INDICATES BEAM PER BEAM SCHEDULE. 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. Q LUN Ld� 1(4)1 3/4x11 7/8 LVL I J2 11 718"TJI 210 O I ( } _ Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. B3 i 1 1 314x11 718 LVL C3 4 2x6 � J3 2x12 DF#2 J N 0 84 (3)1 314x11 718 LVL C4 6x6 J4 2x8 PT DF#2 N B6 2x12 /4D #2 C5 6x8 J5 9 112"TJI 110 3. INDICATES BEAMS THAT SUPPORT MORE THAN - GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS, OR ONE FLOOR AND ROOF, AND REQUIREE FIRE W z cm 0 - - MANUFACTURER. PROTECTION PER ARCH. �� D ..J B7 (3)1 314"x11 1/4"LVL I C7 (2)2x4 _ J6 2x8. DF#2 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP u.. I B8 15 112"x11 114" EXTERIOR GRADE GLULAM I C8 (3)2x4 40 INDICATES COLUMN PER COLUMN SCHEDULE. PLATES OF WALL UNO. SEE SHEET 1/58.21. Q Q B9 5 1/2"x9 114" EXTERIOR GRADE GLULAM I C9 4x4 I 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATEDLIJ �/ B10 (2)1 314x11 7/8 LVL I C10 (4)2x4( I (Wx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. ON PLAN. O ¢ �.. B11 (4)1 3 /4x9 1/2 LVL _ 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH = B12 (2)2x12 DF#2 i B13 2 2x8 DF#2 _ DROPPED �'////////////%1 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 F N. I- F"'.. CONTINUE BELOW THIS LEVEL. 614 (3)1 314x9 1/2 LVL 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN B15 (3)2x12 DF#2 I INDICATES OVER FRAMING. ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS TITLE PLAN- 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND # DATE DESCRIPTION * INDICATES BEAMS THAT SUPPORT MORE THAN TWO PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS FIRE PROTECTION PER ARCH. 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 1 KING COMMENTS MARK DESCRIPTION I 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION H1 (2)2x8 DF#2 ,(1)2x6 (1)2x6 I W1 !EXTERIOR LOAD BEARING STUD WALL I2x6 DF#2 @ 16" 0.C. 2x6 OF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. RESISTANT 1N ACCORDANCE WITH IBC 2304.9.5 REVISIONS IH2 (2)1 3/4x7 1/4 LVL (1)2x6 (1)2x6 I W2 'INTERIOR LOAD BEARING 6" STUD WALL 2x6 OF#2 @ 16" O.C. 2x6 DF#2 @ 16" 0.C. 2x6 OF #2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS I H3 (2)2x10 DF#2 (1)2x6 I(1)2x6 I W3INTERIOR LOAD BEARING 4" STUD WALL 2x4 OF#2 @ 12" O.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16"O.C. 2x4 OF#2 @ 16" O.C. STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL IH4 (2)2x6 DF#2 (1)2x6 I(1)2x6 I W4 !INTERIOR LOAD BEARING CORRIDOR 2x6 OF#2 @ 16" 0.C. 2x6 OF#2 © 16" 0.C. 2x6 OF #2 @ 16" O.C. 2x6 OF#2 © 16" O.C. 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT Author Checker I H5 (2)2x8 DF#2 (2)2x6 (1)2x6 I WALL AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY • I,H6 •(2)2x10 DF#2 (2)2x6 (1)2x6 _ 15. SEE SHEET 50.01 FOR GENERAL NOTES. H7 (2)2x6 DF#2 (2)2x6 I(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. 03292018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL PLANS PRIOR TO START OF DATE CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND ELEVATIONS NOT NOTED ON PLANS. PROJECT NUMBER 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 112" LSL, UNO. s 6...2 03 b 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ . 48/24 SPAN RATING & UNBLOCKED EDGES. GLUED & NAIL WI 10d @ 6" O.C. EDGES, 12" O.C. FIELD. ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. f6.1 1__ 6.3 .4 6.5 Otak \ \ \ CANTILEVER 1 HUC68 WI MAX. ...< Aft TYP. BEAM TO EDGE NAILING, TYP. 10OF BUMPOUT, I + I S8.21 S8.22 S8.3TYP' PCZ POST CAP, TYP. Otak Architects, Inc. DROPPED 1 DROPPED 808 SW Third Avenue, Suite 300 ® H4 H4 @ _ B8J ! 10 H6 4/I0' I 1 LIM I . ® C1 B9 Portland, 503028 76805 - II .�� ........�_-- L _... -. -�. „iiii� _ - --1 -uiiii - ►i www.otak.com T77f /qtr I _ .- 1 • -- t Cl1 , m J4 @ 1' 4" I m I 1 m J4 @ 1' 4" m 's � I. I I S8.23 �� III I( I li v.,- y •01) �. . _ , H4 H4 H4 1 TYP. `" j 0 I N '- , _m� y1 IYP.- C1 C1 - 111" ^_ - C1 TYP. (C1> 1 1 ' I - . It I� 7 I 9_ _ II ir I/ ' o X8.21 -� -a -Q S8�21/ ¢ 1 OH b hi El -'10 G. OAP. iNI mU q Cl - U Cl C°1 U:3 N Y U S8.21 G N ., -� -� -W_ --14-- 1. rC) I ' EXPIRES: 12/31/ 1 cC1iY \; C7 I 1� - ` - II " 3-29-2018 .� m•- I m 7 031 !-.111.---11 STAMP _ C1 Cl I HI I - L Cl4 . I- ..� 1 J V C1 l� Illir �' Cl -C\ I I I/ �. g W- ... DBG PROPERTIES i--11 - - .--- , ',,, rte-` > / .r _ „ LLC B1 B13 B13 813m 011 .7gr,er-'"'" c 1 58.22 6.0 B1 TYP. . , ,,,,,,,,,,,,,,,,,, 2 1 - ,►�` B142 B 3 1/ - ;"�" \,,, f1,,,,„y. 'ra, f, ',,,,,,-- Enayat s CANTILEVER 1 -! C1 t C1 f A1 ® _ C1 A 1,41$0,„- 1 �1 **- Schneider +� BEAM TO EDGE �C1� / !� A '� V • Engineering, �� �/ %�� / ;;� - `Yi Dov Inc. OF BUMPOUT, 4 11 TYP. S$.22 TYP _ DC7 3141 WALNUT STREET, STE. 203A _ 41319i 58.22 i \ cnm DENVER, COLORADO 80205 _ ` T I I C1 - I _os M sI INTERMEDIATE, 720.904.1234 www.essdenver.com 1 112 GYPCRETE �,1_ m I m �,/I ' ...,, C1 . - = LANDING BELOW i UNDERLAYMENT OVER 3/4" ri- J1 I _ � '�'.� r�'�- HG J55.50112 TYP. . 'L= I o = CONSULTANT T&G FLOOR SHEATHING C9 _ GLUED AND NAILED OVER S -. . .__ o ,. ; _., I1 J6 @ 2' O,I'_ -4---..7 ` \ IisC\7,2--/ MIN. 3 1I4"ACTUAL o C1 - C1 __ 1 %� - N THICKNESS DF / N -N _c, 1 b J .• Q- ' -oU _ COMMERCIAL GRADE T&G N <"C >-� -0 I S8.2 -�' f 4.4 B1 I LOW N_ ; I I- cN - DECKING (SIMPLE SPAN) u -� -� @} H EPCZ POST CAP. TYP. @� s V _ , i -) Kir\ I -1 �_ -� -�-- c+ii V B2 11 I op J HGUS5.50112 TYP. 58.22 V f C1 % 1 i - 1 C1 , I I 7.2 112 -- < C1 HGUS 5 TYP. , WI 1- </C'\]>-\ M4 H4 \\-{C1 12 I T COM MIEI � = (73 I \ - T 14 I@I !4 58.21 \FH J4 @1 i4i �■ ... V CD H5 H4 H4 BS . H6 I ii 13 11 ® ® B9 DROPPED DROPPED V 6 HUC68 WI MAX. ' . 3 , LB28 TO LEDGER, SEE Z S8.22 NAILING, TYP. I TYP 58.22 51S8.31 I Q� •- PCZ POST CAP, TYP. J HUCQ612-SDS. TYP. CANTILEVER BEAM TO EDGE CO OF BUMPOUT, CO TYP. I i Z z 1 FOURTH FLO. OR FRAMING PLAN - BUILDING 6a W Q 56-2.04a 1/8" = 1'-0" M 10._ OC z Q CL Q APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES a ❑ Ct SYM SIZE POST COMMENTS SYM I SIZE COMMENTS SYM 1 SIZE COMMENTS r-Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON B1 (3)1 3!4x7 114 LVL 1 Cl 1(2)2x6 I J1 111 718"TJI 110 PLAN AS 'DROPPED'. B2 (4)1 3/4x11 7/8 LVL C2 (3)2x6 J2 11 718"TJI 210 8x INDICATES BEAM PER BEAM SCHEDULE 0 W O _ I I 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. B3 (1)1 314x11 718 LVL I C3 (4)2x6 In 12x12 DF#2 Hx_I INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. J CCI N O B4 (3)1 314x11 7/8 LVL I C4 '6x6 r 1J4 12x8 PT DF#2 GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO • N Z 47 B6 2x12 DF#2 1 C5 6x8 J5 9 112"TJI 110 MANUFACTURER. FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE - - PROTECTION PER ARCH. U _ 0 _ B7 (3)1 314"x11 114" LVL C7 (2)2x4 J6 2x8 DF#2 40 INDICATES COLUMN PER COLUMN SCHEDULE. 4 HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP B8 5 112"x11 1/4" EXTERIOR GRADE GLULAM C8 (3)2x4 PLATES OF WALL UNO. SEE SHEET 1158.21. B9 5 112"x9 114" EXTERIOR GRADE GLULAM C9 4x4 ❑ Et B10 (2)1 314x11 718 LVL C10 (4)2x4 (WX) INDICATES WALL STUD FRAME PER WALL SCHEDULE. 5 SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED W U) ON PLAN. T B11 (4)1 3/4x9 112 LVL 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH i 0 O B12 (2)2x12 DE#2 x!///7////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. 1 03 1=B1_3 (2)2x8 DF#2 DROPPED 7. COLUMNS LABELED AS 'ABV'ARE FROM ABOVE AND DO NOTll- B14 (3)1 3/4x9 1/2 LVL _ CONTINUE BELOW THIS LEVEL. B15 (3)2x12 DF#2 INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE 9 FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND FIRE PROTECTION PER ARCH. PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS 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 I APARTMENTS WALL SCHEDULE-WOOD STUD 12. ALL FASTENERS(NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE SYM SIZE I TRIMMER I KING COMMENTS - MARK I �DESCRIPTION 1ST FLOOR 2ND FLOOR 1 3RD FLOOR 4H FLOOR -7 REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION H1 (2)2x8 DF#2 1)2x6 _ I @ @ 12x6@@ I RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS I I( 1(1)2x6 Wi EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 16" O.C. 2x6 DF#2 16" O.C. DF#2 16"O.C. 2x6 DF #2 16" O.C. i IH2 (2)1 3/4x7 1/4 LVL I(1)2x6 (1)2x6 W2 INTERIOR LOAD BEARING 6" STUD WALL 12x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" 0.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. I 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR H3 .(2)2x10 DF#2 I(1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4" STUD WALL /2x4 DF#2 @ 12" O.C. '2x4 DF#2 @ 16"O.C. 2x4 DF #2 @ 16"O.C. 2x4 DF#2 @ 16" O.C. FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H4 (2)2x6 DE#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL JD TDS I H5 (2)2x8 DF#2 (2)2x6 (1)2x6 WALL I 14, PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT H6 (2)2x10 DF#2 (2)2x6 (1)2x6 AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY 15. SEE SHEET S0.01 FOR GENERAL NOTES. PERMIT SET H7 (2)2x6 DF#2 (2)2x6 (1)2x6 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 1/2" LSL. UNO s 6_2 04 a 22. FLOOR SHEATHING SHALL BE STRUCTURAL 1, 4-PLY 23/32" U T&G PLYWOOD W/48/24 SPAN RATING & UNBLOCKED EDGES. ©2018 OTAK, INC. GLUED & NAIL WI 10d @ 6" O.C. EDGES: 12" O.C. FIELD. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. 6.4 65 6.6 �6.� 6.8� 6.9 410,\ , a Otak CANTILEVER BEAM TO EDGE LB28 TO LEDGER, SEE DOUBLE JOIST W/(2) © ©P. + 6 OF BUMPOUT, 5/S8.31 1/4"3x6" SDS SCREWS INTO 1 1 S8.31 TYP. HUC68 WI MAX. HUC28-2TF TO LEDGER, SEE EA. STUD AT STUD WALLS, 1 TYP. 1 1 NAILING, TYP. TYP. S8.23 S8.22 Otak Architects, Inc. HUCQ610-SDS,TYP. 51S8-31, TYP. PCZ POST CAP, TYP. 4 HUCQ612-SDS, TYP.-1 r Cl 9 C1 DROPPED \ ClC1DROPPED \ DROPPED 808 SW Third Avenue, Suite 300 ® � B9 C1 ® 68 I 1 CH5 �''; I B� DROPPED * El � B8 , H3 I • 68 l I C1 0 El H5 Portland, OR 97204 ��' -- � H�_ .____ F = a`� r T - fes _ c -. - i? $82112 _ - - --� - G n L main 503.287.6825 Ai J4 @ 1'-4'' ._....-- @ � �- �� J4 @ 1'-4" wwwotakcom `; '1 ti m J4 1' 4"-4-,- El --1-- 1 1 Nr _ ; _ ; E 1 N40L.5.;_ '-0"� H4 i . , 4;H4 1 lI HHI I "� PR `'. 5 -. r I i C1 1 Ci 1 I4I p c1 c`t> Bz' c1� 6.fi \ I �� 1 aN+I '°c f3� �y 141 v 1 112"GYPCRETE i 11 cV - I -EN N CV i' _ p �e'`�' -� N UNDERLAYMENT OVER 314" • b-. o o I o I © - pi 1 a L o I c T&G FLOOR SHEATHING y o �<t�' O N I - Ij O N o N 7 -, ' GLUED AND NAILED OVER 9'�'lp G. P M � iv @� 6 @ 2 - �r s iv NI MIN. 3 114 ACTUAL EN V - II --t -- _, , --- - ' !EXPIRES; 12/31/ N S8 22 ' � � N :. cv' w t✓ LOW I':: ] �. =� - ., �C1 R ; -------t-- THICKNESS DF C7 r • H4 I ! HGUS5.50112 TYP. CV �/ N COMMERCIAL GRADE T&G !! s ~ INTERMEDIATE ^ � � _= 7 �- ': � � -�' DECKING (SIMPLE '�, I a SPAN) 3-29-2018 'I La3 `--< c:7LANDING BELOW_ ; :�. /1 % 11 Ig �_ STAMP m � ___ i �1 - 2^ L828 TO LEDGER - ;LO/11' S8.22'ma��� _ g � __ a 1J ,--,k--„. _,..ot. ' ]1:10 3 � j �C1\ C1 1 '' ). J-L� { S8.23 00 1 1. ..--"Cl11 IC1` C7 �I�1 1 <,.3„11\, }{58.22 :� >✓1 €> \r '> I7 / > C1 �' ;. J C1 '=C1"" \\/././\C1 C�'� \ _ - 40, \ \ -t. / \ / DBG PROPERTIES .__1* ' 813 i `C1 EMI LEI 1 r I - �__% B13 HUCQ610-SDS, B14 Gil EIB1 CANTILEVER ClC1 _-- - ■..i.... BEAM TO EDGE _ 19 OF BUMPOUT, \ -- IIII C- J --�� TYP. i I, B13- <C,17,7_ LB1 TYP. ►AGo B13 B13 NP' �B13 B13 S8.22 , �I F C1 UNDERLAYMENT OVER 3/4 C1 L1 C1 1 �' Cl „ t'.____1 ` 4, nayat i� � 1 112"GYPCRETE ,,,,,, 1 Si _ - 11 � \ '�:�\ t , C1 AlAI :1 , /C1\ Schneider c in ider � . �� _ �T&G FLOOR SHEATHING i I - \ ��- -�. Ill , I \/ Engineering, Inc. v "GLUED AND NAILED OVERV 11 - � / `C1 10 _ �, _ • MIN. 2 314"ACTUAL - r C7 C1 ! 3141 WALNUT STREET, STE. 203A m - THICKNESS DF M , > I ii DENVER COLORADO 80205 T C I 8 m m ' I �. ► 1 ' -COMMERCIAL GRADE T&G # f _ i j I I Ii 1 I I "' I 720.904.1234 www.essdenver.com - 1-, b DECKING (SIMPLE SPAN) o b C s - 1 El l� �C7 C; C1 }� I C1 cp 4Va o �� N = o I / I _ CONSULTANT N 4- H N -0 NI . - - r f -- A' t - I ; 1 a 1 .4 Eill N b cvl -@� a © ' N 11 N C1 N ,.., m I_i_ , N N �N ! �N I TYP. r �} @) V -� - �� 9 58.2, / 1:/ 1 z �C S8. 21 - , V ti v 1 J J G J _ tcNir TYP. 1 I 1 ! c1 # 1 c1 I c1 c1 c1 Y/I Y "j,I,F/w YII/ / 'Y„,. .,,,,,,/i,,,,,,w --__- ---v, .4 ____, H4 f, 1- i.] H4.� I H4 I I It H4 I I H4 1, I I H4 rC1 to H4 I I H4, IAI a .. I . ___. J4 @ 1' 4" J4@1 -4"; - 1uO J4 @ 1'-4" T J4 @ 1'-4" ■ J4 1 -4 - \--_.' ) C1 H1 a DROPPED I ® B8 II H5 B9I DROI I I PPE ® ._ 681 H1 BS _ H4 (.0� I I ! # ✓ DROPPED DROPPED DROPPED *in 0 HUC68 W/MAX. PCZ POST CAP, TYP. gh Z HUCQ610-SDS, TYP. HUC28-2TF TO 6 DOUBLE JOIST W/(2) Rh 3 I NAILING, TYP. I LEDGER, SEE l ; I 1/4"0x6" SDS SCREWS I I W I 0 CANTILEVER 51S8.31, TYP. INTO EA. STUD AT VW 5822 J STUD WALLS, TYP. TYP. BEAM TO EDGE LB28 TO LEDGER, CO OF BUMPOUT, SEE 5/S8.31, TYP. CO TYP. Z W Z Q 1 \l FOURTH FLOOR FRAMING PLAN - BUILDING 6b - -J `S6-2.04b! 1/8" = 1'-0" CI- 0 Ce Z a O APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q 0 Ct SYM SIZE POST COMMENTS SYM . SIZE COMMENTS SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON Cn Et B1 (3)1 3/4x7 1/4 LVL Cl (2)2x6 J1 11 718"TJI 110 PLAN AS'DROPPED'. CtO B2 (4)1 314x11 7/8 LVL C2 (3)2x6 J2 11 718"TJI 210 Bx INDICATES BEAM PER BEAM SCHEDULE. 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. CI W N B3 (1)1 314x11 7/8 LVL C3 I(4)2x6 J3 12x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. Y CC:1 B4 (3)1 3/4x11 7/8 LVL C4 16x6 J4 12x8 PT DF#2 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO N _I GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS UNI 66 2x,2 DF#2 C5 6x8 JS '9 1/2" TJI 110 FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE B7 (3)1 314"x11 1I4" LVL C7 (2)2x4 J6 2x8 DF#2 MANUFACTURER. PROTECTION PER ARCH. ••••• D Ct B8 5 112"x11 114" EXTERIOR GRADE GLULAM C8 (3)2x4 . INDICATES COLUMN PER COLUMN SCHEDULE. 4, HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP LL 20 PLATES OF WALL UNO. SEE SHEET 1/S8.21. O N- B9 5 1/2"x9 1/4" EXTERIOR GRADE GLULAM C9 4x4 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED W CC B10 (2)1 3/4x11 7/8 LVL I C10 (4)2x4 (Wx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. ON PLAN. O B11 (4)1� 3/4x9 1/2 LVL I 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH B12 (2)2x12 DF#2 )'////////////,,j INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS,TYP. CO � LI_1 613 .(2)2x8 DF#2 I DROPPED 7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT B14 1(3)1 3/4x9 1/2 LVL 1 CONTINUE BELOW THIS LEVEL, 1B15 (3)2x12 DF#2 1 I INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND * FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2158.22. 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 1 SYM SIZE TRIMMER KING COMMENTS I MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR , 4H FLOOR REMARKS I RETARDANT TREATED WOOD SHALL BE CORROSION H1 (2)2x8 DF#2 (1)2x6 (1)2x6 I W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS 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 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. 12x4 DF#2 @ 16"O.C. I FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H4 (2)2x6 DF#2 (1)2x6 (1)2x6 I W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 12x6 DF#2 @ 16"O.C. STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL 14. PROVIDE 3/4"MAX. CEMENTMOUS FLOOR UNDERLAYMENT Author Checker H5 1(2)2x8 DF#2 (2)2x6 (1)2x6 •WALL I 1 AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 15. SEE SHEET 50.01 FOR GENERAL NOTES. H7 1(2)2x6 OF#2 (2)2x6 (1)2x6 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT PERMIT SET SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.292018 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. 6.2 22. FLOOR SHEATHING SHALL BE STRUCTURAL 1, 4-PLY 23/32" ■ T&G PLYWOOD W/48/24 SPAN RATING&UNBLOCKED EDGES. ©2018 OTAK, INC. GLUED& NAIL W/ 10d @ 6"O.C. EDGES, 12"O.C. FIELD. If this drawing is not 24"x 36"it has been reduced/enlarged. Scale accordingly. 6.� 6.2 6.3 6.4 6.5 Otak TYP. 10 HIGH AnkTYP. TYP. TYP. I I © \S8.31 S8.31I I 1 S8.31 137iB7� Otak Architects, Inc. -- . 808 SW Third Avenue, Suite 300 ® ®® J3 @ 2'_0" ® C1 - J3 2 0 ' . ® Portland, OR 97204 J r maim otakc om _ III - Ili l - m I 5 li H1 % H1 \ H1 % H1 ` P.I L III S�� I ill c,i L- C1 ` <Cc1 r-y- / 8r, A • ' re TY •/: PROVIDE DRAG TRUSS i 9�i° G. ettp-. P.a - ' L._ OVER ALL SHEARWALLS I I .L EXPIRES: 12/31! 19 / r AND DESIGN FOR 300 PLF - --_._.:-, ' 58.31 ; -- ,_ I _W J ',.,�..- r • L DRAG FORCE, TYP. y.`-- -.�_. 3-29-2018 - STAMP • r S$.32 _ r t L �, 14.3.r> -, - - . -1 C1 > 1C T <C� � CILL 1 Cl � j � / i C _.- DBG PROPERTIES o GT -r LLC ..�\� f GT �/ GT TYP. col N I l C - C1 m iU LI GT GT �j \/' N/ _ ��, V if 6. rl ...� , �.e�vnviii�iiiiriivtiis��iiiv f y,. ,�,,,,, . riiiiiurdum��viii�rnri� , p .. _ �4 ,/\, :1 l .J < C2 j LUC210ZTYP. - C1 l/ ! j> J Engineering. �/ `fid -_ _.., Inc. 3141 WALNUT STREET, STE 203A •` �. ' � - _ \ ? DENVER, COLORADO 80205 _ _ </\\c„:1„)-Coll --- 720.904.1234 www.essdenver.com .�5 _� C I_ CONSULTANT H4 I A.- ; _ 7. - -_ ,- .4. ' 1 -- 1,== ] . „ ,, 2 •• - -i 2 - 36-2.05a . \.________/ 1. i S8[1! . .32 ' • - rI :. _ . I 4_ H1 z C1 > <C1 , , 7„ ...„ , ..: .. - Ell i 1 , - . s - +f \ i ate" y ly III �� u� . u� J3 @ 2'-0" II . cl ii ,,E m y ® H4 M --- J3 @ 2' -0" - ' . ,rH2I B-7-1 L BT! I I Cl) Co _ II (0 Z 0 LiJ z 1� ROOF FRAMING PLAN - BUILDING 6a M0 _I S6-2.05a 1/8" = V-0" l'i _D Ce CO a CLz APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN ROOF FRAMING PLAN NOTES Q J SYM SIZE POST COMMENTS W SYM I SIZE COMMENTS1 SYM I _ SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. ROOF FRAMING TO BE PRE-MANUFACTURED TRUSSES @ 24" OC. CD B1 (3)1 3/4x7 114 LVL C1 (2)2x6 IJ1 11 7/8"TJI 110W V TYP, UNO. Bx INDICATES BEAM PER BEAM SCHEDULE. 2. DESIGN ALL FLOOR AND ROOF TRUSSES FOR THE LOADS O W Cr) Z B2 (4)1 3/4x11 718 LVL C2 (3)2x6 J2 11 7/8"TJI 210 _ _ B3 (1)1 314x11 7/8 LVL C3 (4)2x6 _ _ 1J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. INDICATED ON SHEET S0.01. N C 3. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL C B4 (3)1 314x11 718 LVL - - C4 6x6 1J4 2x8 PT DF#2 - _ _ GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS EQUIPMENT FASTENED TO BOTTOM OF TRUSSES OR W z C) Q .B6 2x12 DF#2 MANUFACTURER. ROOF. C5 6x8 _ J5 9 112"TJI 110 - SUPPORTED ON TOP OF D ct n/ B7 (3)1 314"x11 114" LVL C7 (2)2x4 �6 2x8 DF #2 4. INTERIOR BEAMS ARE FLUSH WITH FRAMING UNO ON PLAN = 0 LJ_ B8 5 112"x11 114" EXTERIOR GRADE GLULAM C8 (3)2x4 Cx INDICATES COLUMN PER COLUMN SCHEDULE. AS 'DROPPED'. �"�-' B9 15 1/2"x9 1/4" EXTERIOR GRADE GLULAM C9 4x4 5. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. 0 LL (VVx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. TYP. UNO. Lill /) tYCO6111 (4)1 314x99 112/2 LVLB1 (4)1 314x1 LVL C10 (4)2x4 - -.- -- - 6. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO = ° Q - - _ - -- - - - - B12 -(2)2x12 DF#2 B13 (2)2x8 DF#2 DROPPED ('/////////////� INDICATES BEARING WALLS, TYP. SEE SCHEDULE. FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE C7 PROTECTION PER ARCH. 1- Ct B14 (3)1 3/4x9 1/2 LVL 7. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP B15 (3)2x12 DF#2 INDICATES OVER FRAMING. PLATES OF WALL UNO. SEE SHEET 11S8.21. TITLE 8. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED ON PLAN. INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH # DATE DESCRIPTION FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP, FIRE PROTECTION PER ARCH. 10. FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS 6.3 SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 11. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. SEE SHEET S0.01 FOR GENERAL NOTES. 13. SEE SHEET S8.31 FOR TYPICAL FRAMING DETAILS NOT C4 SHOWN ON PLAN SYM SIZE TRIMMER KING � COMMENTS MARK DESCRIPTION 1ST FLOOR 2ND FLOOR _ 3RD FLOOR � 4H FLOOR - REMARKS REVISIONS I i H1 (2)2x8 DF#2 :(1)2x6 (1)2x6 _ W1 EXTERIOR LOAD BEARING STUD WALL 2x8 DI=#2 @ 16" O.C. 2x6 DI=#2 @ 16" O.C. 2x6 DF #2 @ 16" 14. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. O.C. 2x6 DF#2 @ 16" O.C. I I 6 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" D.C. 2x6 DF#2 @ 16" O.C. 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS . / • H3 (2)2x10 DF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12" D.C. 2x4 DF #2 @ 16" D.C. 2x4 DF#2 @ 16" D.G. 2x4 DF#2 © 16" O.C. WITH ARCHITECTURAL PLANS PRIOR TO START OF 0 6 H4 (2)2x6 DF#2 (1)2x6 _ (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16" O.C. 2x6 DF#2 © 16"D.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" D.C. CONSTRUCTION. JD TDS WALL 16. SEE ARCHITECTURAL DWGS FOR ALL DIMENSIONS, ROOF N N S8.32 H5 (2)2x8 DF#2 {2}2x6 (1)2x6 _ - SLOPES, HEEL HEIGHTS, OVERHANDS,AND ELEVATIONS NOT DRAWN BY CHECK BY 0 ___ H6 (2)2x10 DF#2 (2)2x6 (1)2x6 NOTED ON STRUCTURAL DWGS. S. 10 H7 (2)2x6 DF#2 (2)2x6 (1)2x6 17. SEE SHEAR WALL PLANS FOR LOCATIONS OF OSB PERMIT SET zlr 38.32 SHEATHING AND OTHER SHEAR REQUIREMENTS, STATUS ' ' 1 ' ''''f- ' 1 1 18. PROVIDE ROOF TRUSS OVER ALL SHEAR WALLS PARALLEL 03.29.2018 TO THE TRUSS OR PROVIDE TRUSS BLOCKING OVER SHEAR 4 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 05a 2 ELEVATOR ROOF FRAMING PLAN - BUILDING 6 ©2018 S6-2.05a 1/8" 1 -0 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. Otak @.4) 6.5 X6.6\ 6.7 X6.8 6. 2 9� 4110112. i i.-:14, i , I TMP 9 HHUS5.50110 TYP. i I S8.31 I I I I I I PCZ POST CAP, TYP. I I LUS210, TYP. I B7 B7 B7.-. Otak Architects, Inc. _ .. . . 1 . . . . . . 808 SW Third Avenue, Suite 300 H1• 40 441:1 , Portland, OR 97204 ® ® J3 @ 2' 0" ® ® ►� 0 ® . k I 1 ma /� _ - /ll�l� \ [�2' �_p ____- J _�- ® 503.287.6825 1 nLJ}}17T1.� - _ ___._---;14 --r,�7 _ __ r_ `/1//// - - - .- i•„„,.,//.'..,. .,_ l-/„,,,„,, w�77T: - -_- - .1`1 - - - -- 'r'� _ r� www.otak.com Ili I - 1 1 li 11 pp] Ell nr H1 H1 ! .4 H., ,= p H1 V H1 1 H1 .. ; ' _ _,,. ,,i „„, / �- 1 _if _, \ / \ H1 ILLJJJ C1 < C1 >--/ ` C1 <C1 C1 cc\I � C1 t `� I I U I €>-/ I I I I \/ 8. I 1 11 I I, 1 I I Ior __1- {-] -----.. /0 G. ENO%1 . 13 S8.32 �--- GT-- - T ` i` �S8E)fPIRES: 12/311 I� L �/TYP i_-• = X58.3) �R ~I :. 3-29-2018 __, _ � _ � � 1! I • , � iI STAMP - ,I 1 ' I GT :`I I -� ! LLQ llI </C'\\I i -.. „._,Infl. J-17I 1 n_trIMI,.. I r Ili C1 C1 {C1 > 4_> �� 4;>ThsiC1 > C1 <C �,� l'I >-s., C1 C1> ,I►c1 - , C1 C1/ \/ �_-\ --` / \ \ - , - -- _ . - DBG PROPERTIES J` h „1 >I �� _ PCZ POST CAP, NP. 6.B L I. ,� /„�.. i r�rrr tee- I ,,, .r.,l .,,,r,,,,.,,, •iv�a�.A - uiw_ - ��nrm � rir. +.r�r3rie - LC Cl 7-� GT [GT 1 4k GT GT GT C1 I \\ B15"N \/ S8.32 C� . C� C1 �/�+ GT GT C1 taT I G 3T ( GT I C1 GT II _ m V.0 - I 1 11 7/\ I ran w Li LUS21 P. E �� `1 < B15 M\ I 0 TY nayat 110.• //1�.n1 . ". iii a i., .•,,, ,.., ..LLp ,,a wr YN/V WI. -riiirdi- IIf �4 4.1, ._I T C1 <C1 (/C1 C1 < C1 >-1 41 C1 • C1 C1 C1 . C1 \ / ; Schneider ,, / Engineering, \/ \/ T- u -j �i 1, G,1 Inc. PROVIDE BLKG. BETW. '- I r N/ 3141 WALNUT STREET, STE. 203A - _-- (TRUSS OVER CORRIDOR - _ �r� - a -'1I .- DENVER, COLORADO 80205 I. I 1 1 I WALLS AND DESIGN FOR 1 L= 1 - = 720.904.1234 www.essdenver.com PROViDE DRf,G TRUSS ei _�- 300 PLF DRAG FORCE, TYP. -,f- _ - =' I I, J I AND DESIGN FOR 300 �� ' T CONSULTANT I VER ALL SHEARWALLS �J PLF == _------r --'� 1.---...-.1 - Y-- - �� 1 . . - ii - - _.z - D RAG FORCE,TY _ __ �. - ' F.-_ I i I mmiI I I I =I _ I C1 ,-\ , , ,' , __:, I1 ® Cl I' H1 I <c/ 1 ® i c ,� I i1 I � 1 \ /--< �}�; I® I H1 ,��. TYP. -1i� 1 0... _I it n77 TW IN�i. a' Cr= i 7� /,I S8.31 r J3 2 0 - - � `' J3 @2' 0 J3 @2'-D" II tri i ,,,,,,,, m .N „r,,,� m .. .. [r6.'/P I I- 1 JH2 H2 111 H2 ® . 1 H2 i V3 MI 1113 B7 ' 1B7 1B71 10AI I I I I I S8.31 I I I I S© TYP. TYP. S8.31 I TYP. HIGH TYP. I I- CQ Z 0 W z 1 ROOF FRAMING PLAN - BUILDING 6bM a J Ce m Q ' z Q APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN ROOF FRAMING PLAN NOTES a ❑ J 0_ SYM SIZE POST _ COMMENTS SYM SIZE COMMENTS SYM BI (3)1 3/4x7 1/4 LVL I Cl (2}2x6 J1 11 718"TJI 11 D Ct Jx INDICATES JOIST PER JOIST SCHEDULE. OC. TYP, UNO. 0 CE 1B2 (4)1 3/4x11 7/8 LVL C2 (3)2x6 J2 111 718"TJI 210 Bx INDICATES BEAM PER BEAM SCHEDULE. 2. DESIGN ALL FLOOR AND ROOF TRUSSES FOR THE LOADS Q w co z 63 (1)1 314x11 718 LVL C3 (4)2x6 J3 2x12 DF#2 INDICATED ON SHEET S0.01. N Hx INDICATES HEADER PER HEADER SCHEDULE. 3. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL N B4 (3)1 314x11 718 LVL 1 C4 6x6 J4 2x8 PT DF#2 _ EQUIPMENT FASTENED TO BOTTOM OF TRUSSES OR W z CD Q B6 12x12 DF#2 I C5 IfixB GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS J5 9 1/2"TJI 110 MANUFACTURER, SUPPORTED ON TOP OF ROOF. 167 1(3)1 314"x11 114" LVL C7 I(2)2x4 J J6 12x8 DF#2 4. INTERIOR BEAMS ARE FLUSH WITH FRAMING UNO ON PLAN I immim I 0 LJu__ 1B8 5 112"x11 1/4" EXTERIOR GRADE GLULAM C8 (3)2x4 INDICATES COLUMN PER COLUMN SCHEDULE. AS 'DROPPED'. 1B9 5 112"x9 1/4"EXTERIOR GRADE GLULAM C9 4x4 5. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. 0 L.L. B10 (2)1 3/4x11 7/8 LVL I I C10 (4)2x4 (Wx) INDICATES WALL STUD FRAME PER WALL SCHEDULE TYP, UNO. LIU °' Co B11 (4)1 314x9 112 LVL I - 6. INDICATES BEAMS THAT SUPPORT MORE THAN TWO = O Q B12 (2)2x12 DF#2 _ B13 (2)2x8 DF#2 DROPPED �'/////////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE 4� PROTECTION PER ARCH. � � B14 (3)1 314x9 1/2 LVL 7. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP PLATES OF WALL UNO. SEE SHEET 1/S8.21. B15 (3)2x12 DF#2 1 - INDICATES OVER FRAMING. 8. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED TITLE ON PLAN. 9. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE 10. FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND FIRE PROTECTION PER ARCH PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 11. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE-WOOD STUD 12. SEE SHEET S8.31 FOR GENERAL NOTES. 13. SEE SHEET S8.31 FOR TYPICAL FRAMING DETAILS NOT SYM SIZE TRIMMER KING COMMENTS MARK DESCRIPTION 1ST FLOOR i 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS SHOWN ON PLAN. REVISIONS H1 1(2)2x8 DF#2 (1)2x6 (1)2x6 1 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. 14. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. H2 <2)1 314x7114 LVL 1(1)2x6 (1)2x6 1 1 W2 'INTERIOR LOAD BEARING 6"STUD WALL 2x6 DF#2 @ 16"Q.C. 12x6 DF#2 @ 16"O.C. 12x6 DF#2 @ 16"O.C. 12x6 DF#2 @ 16" O.C. 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS H3 (2)2x10 DF#2 (1)2x6 (1)2x6 1 W3 I INTERIOR LOAD BEARING 4"STUD WALL 2x4 DF#2 @ 12"O.C. 12x4 DF#2 @ 16"O.C. 12x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16"O.C. WITH ARCHITECTURAL PLANS PRIOR TO START OF H4 - - CONSTRUCTION. 1c2)2x6 DF#2 (1)2x6 (1)2x6 1 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. Author Checker WALL 16. SEE ARCHITECTURAL DWGS FOR ALL DIMENSIONS, ROOF H5 (2)2x8 DF#2 (2)2x6 (1)2x6 SLOPES, HEEL HEIGHTS, OVERHANDS,AND ELEVATIONS NOT DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 NOTED ON STRUCTURAL DWGS. H7 (2)2x6 DF#2 (2)2x6 I(1)2x6 17. SEE SHEAR WALL PLANS FOR LOCATIONS OF OSB PERMIT SET SHEATHING AND OTHER SHEAR REQUIREMENTS. STATUS 18. PROVIDE ROOF TRUSS OVER ALL SHEAR WALLS PARALLEL 03.29.2018 TO THE TRUSS OR PROVIDE TRUSS BLOCKING OVER SHEAR WALLS PERPENDICULAR TO TRUSS. DESIGN TRUSS OR DATE BLOCKING OVER SHEAR WALLS FOR 300 plf DRAG FORCE. 19. ROOF SHEATHING SHALL BE STRUCTURAL 1,4 PLY, 15/32" 17154 PLYWOOD W/32/16 SPAN RATING& UNBLOCKED EDGES. NAIL PROJECT NUMBER W/ 10d @ 6"O.C. EDGES, 12"O.C. FIELD S6-2 . 05b ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. 6.1 6.2 6.3 6.4 6.5 Otak I I I I Otak Architects, Inc. - I 808 SW Third Avenue, Suite 300 Portland, OR 97204 main 503.287.6825 - www.otak.com \.„.,_6. l -- - _ .,� 1 ,71_ , -: Hoi 5�4, - �` D PROff 444 la Br . �„ 1 I rine U •� y L' .. EXPIRES: 12/31/ 111 �� _ 3-29-2018 ' - ,,,,crirA _� .. --- STAMP _ , r:. 1, 1 1 1 , ., „...___, I Li- • � ,,,, -- {' � �� I �, �� DBG ' PROPERTI ES I ,� LLC 6. v - - .�-.� - - 0 0 S6-4.01 2 .. O - *�i --' 1.-.!' Enayat SmithiSchneder rib, A. , - Engineering, Inc. Gij - 3141 WALNUT STREET, STE, 203A r L L t II _ I DENVER, COLORADO 80205 720.904.1234 www.essdenver.com ' r::= 111=1 j . �. .. [__ -- . 71I l -7:- �l r21- . •_;-..-- • ----• l_.< aki i - „ . ( 1 --- I I : ON 1 ) i - \�JD1 E I I I / I ; CO Z CO LLJ M z SHEARWALL PLAN NOTES I- 0 1 TYPICAL SHEARWALL PLAN - BUILDING 6a 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR .,J - - _ WALL SCHEDULE. S6-3.01a 1/8" = 11-0" 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X a MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED CO FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. 0. i 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL 0 Z BE 1-518" FOR 10d NAILS AND 1-112" FOR 8d NAILS. NAIL HEADS SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. CC J 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 CC W 0- Fy=100 KSI (8d). N 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. .risi N J PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OFr N N Q PLATE, Wz 6. WHERE 10d NAILS ARE SPACED AT 3" OR LESS ON CENTER D Ii AND PENETRATE INTO FRAMING MORE THAN 1-518", NAILS Um, I 0 ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM Q Q OF3xOR2-2x f: 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF w THE WALL, STAGGER THE PANEL JOINTS ON THE WALL = C) STUDS. 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR Imm I• R. CD WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE TITLE LOCATED AT LEAST 318" FROM EDGE OF PANEL 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD DATE DESCRIPTION DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET S8.41 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING WALLS. 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF SYMBOL LEGEND: SHEARWALL PLAN THE WALL. 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. INDICATES SHEAR WALL. 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT INDICATES SHEAR WALL TYPE AND ELEVATION BOUNDARIES AND CHANGES IN FRAMING NUMBER AT INTERIOR SHEAR WALLS SEE SHEAR 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR a4\ WALL ELEVATION SHEET. SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION- REVISIONS 15. 6d COOLER NAILS SHALL HAVE 3/8" HEAD & 1-7/8" LONG. 8d COOLER NAILS SHALL HAVE 9/32" HEAD &2-3/8" LONG. FIRE WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH APARTMENTS SHEAR WALL SCHEDULE CONDITIONS. JD TDS 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d DRAWN BY CHECK BY MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @ REMARKS COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE 'W'OR DBL. TOP PLATE OF SHEAR WAL! ALL PANEL 'S'_ PERMIT SET EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION STATUS SYMBOL. 03.29,2018 7/16" PLYWOOD 8d 6" 12" 32 10d @ 6" O.C. 16d @ 6" O.C. N/A 3/4" DIA- @ 48" O.G. YES 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 7/16" PLYWOOD 8d 4" 12" 1$" 10d @ 6" O.C. 16d @ 6" O.C. 24" 3/4" DIA. @ 48" O.C. YES ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. DATE 19. PROVIDE ONE 114"x3"x3" MINIMUM GALVANIZED PLATE 17154 3 7/16" PLYWOOD 8d 3" 8" 16" 10d @ 6" O.C. 16d @ 4" O.C. 24" 3/4" DIA. @ 48" O.C. YES WASHER (CONFORMING TO THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND PROJECT NUMBER ,N1/ 7116" PLYWOOD 8d 2" 8" 12" 10d @ 6" O.C. 16d @ 3" O.C. 12" 3/4" DIA. @ 36"O.C. YES USE (2)2x @ EA. SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE VERTICAL SEAM WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. \5/y 7/16" PLYWOOD (BOTH 8d 4" 12" 12" 10d @ 6" O.C. 16d @ 4" O.C. 6" 314" DIA. @ 36" O.C. YES USE (2)2x @ EA. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, s6.301a SIDES OF WALL) VERTICAL SEAM STAGGER PLATE WASHERS. ■ 0 2018 OTAK, INC. NOTE: ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE '@ SHEAR WALL IN SCHEDULE ABOVE. 1f this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly 6.4 6.5 6.6 ,6.7 6.8, 6.9 . 1 d} go • a 0. ,,,t,tpajzo, k I, 1 1 I NO EXTERIOR SHEAR WALLS I I I I I I Otak Architects, Inc. THIS ELEVATION 808 SW Third Avenue, Suite 300 Portland, OR 97204 - main 503.287.6825 6.1"'1p - - - - _ I - - - -- = - - www.otak.com - F rn_ = l CO 11G ►� e , �� UP ti,� p ; dC • 8, I I I I I :I _._ 11 - ��.. co O lyI°G. E�p->l Q I I I I I lr Q D(PIES: 17/3171Ci 1[ =, 4 k-- .mss - x _ -� �- G - 3292018 Q L �� r •�� STAMP 7 _...___7 . ,Tfi. Lr--. . r_ : : . - 1 - 1I- 1 1 I L � ,,, . 0 1 , • DBG PROPERTIES 6.B - _ - ----Lnii" i '--j--0 1-1 L --__ - V _ e - O L ® � O A 1 ;6-4.011 -,���. 6.�: -- :j • - - ��1 - \�� - - Enayat • 11 r '. Schneider V 1 rl I I Smith 'I� 71 _ J I .- - ..-� - / I - Engineering. __ e. a 1, Inc. 3141 WALNUT STREET, STE. 203A .i _ _ DENVER, COLORADO 80205 1 - 720.904.1234 www.essdenver.com I ti L -i j_ CONSULTANT -cli - J--- --- 1 OA o1 o, 0 1 I I I I I ,, ___. , , •.,_ T__ .JFr . •I III : LI NO EXTERIOR SHEAR WALLS THIS ELEVATION I I I I I I _ ; CO I- 1 1 Z Q W CO Z SHEARWALL PLAN NOTES I- 0 1. SHEATHING MATERIAL SHALL $EAS NOTED IN THE SHEAR r1I J 1 TYPICAL SHEARWALL PLAN - BUILDING 6b WALL SCHEDULE. ■��^ 6,._-_33.01b 1/8" = 11-0" 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X a MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED co FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. CL i 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL ❑ Z BE 1-518" FOR 10d NAILS AND 1-112" FOR 8d NAILS. NAIL HEADS SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. Ct J 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" Cn FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND Ct W W0- Fy=100 KSI (8d). N co 5. PROVIDE A MINIMUM OF TO 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 D E AND PENETRATE INTO FRAMING MORE THAN 1-58", NAILS LL I 0 �/ ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM C Ct OF 3x OR 2-2x W U) i Q 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF UJ THE WALL, STAGGER THE PANEL JOINTS ON THE WALL = CD STUDS. CO 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR ti - Up 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 SYMBOL LEGEND: SHEARWALL PLAN 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING WALLS. 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION INDICATES SHEAR WALL. APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF THE WALL. /�\ INDICATES SHEAR WALL TYPE AND ELEVATION 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM /(� /}� NUMBER AT INTERIOR SHEAR WALLS. SEE SHEAR PLATES AND BLOCKING. WALL ELEVATION SHEET. 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT BOUNDARIES AND CHANGES IN FRAMING. 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION. REVISIONS 15. 6d COOLER NAILS SHALL HAVE 318" HEAD & 1-7/8" LONG. 8d APARTMENTS SHEAR WALL SCHEDULE COOLER NAILS SHALL HAVE 9132" HEAD &2-318" LONG. FIRE WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @ REMARKS THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH DBL. TOP PLATE OF SHEAR WAL ALL PANEL CONDITIONS. Author Checker EDGES 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d DRAWN BY CHECK BY EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR COOLER NAILS AT GYPSUM SHEAR WALLS, 1-114"TYPE 'W' OR T 7/16" PLYWOOD 8d 6" 12" 32" 10d @ 6" O.C. 16d @ 6" O.C. N/A 314" DIA. @ 48" O.C. YES S PERMIT SET 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION STATUS 2 7/16" PLYWOOD 8d 4" 12" 18" 10d @ 6" O.C. 16d @ 6" O.C. 24" 3/4" DIA. @ 48" O.C. YES SYMBOL. 03.29.2018 7116" PLYWOOD 8d 3" 8" 16" 10d @ 6" O.C. 16d @ 4" 0.C. 24" 314" DIA. @ 48" O.C. YES 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FORALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. DATE \4// 7116" PLYWOOD 8d 2" 8" 12" 10d @ 6" O.C. 16d @ 3" O.C. 12" 3/4" DIA. @ 36"O.C. YES USE (2)2x @ EA. 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE 17154 VERTICAL SEAM WASHER (CONFORMING TO THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND PROJECT NUMBER 5 7/16" PLYWOOD (BOTH 8d 4" 12" 12" 10d @ 6" O.C. 16d @ 4" O.C. 6" 3/4" DIA. @ 36" O.C. YES USE (2)2x @ EA. SEISMIC) SHALL SHEAR WALL ANCHOR BOLTS. PLATE SIDES OF WALL) VERTICAL SEAM WASHER SHALL EXTEND TO WITHIN 112" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, s6- 3 . 01b NOTE:ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE SHEAR WALL IN SCHEDULE ABOVE STAGGER PLATE WASHERS. ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged- Scale accordingly- 6,D 6.0 6.B 6.A • 6.A 6.B 6.0 6.D SHEARWALL PLAN NOTES T 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR __. , / t I I I I I WALL SCHEDULE. 2 MATERIAL U N O BLOCKING IF SPECIFIED, SHALL BE PLACED Otak Architects, Inc. FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. 808 SW Third Avenue, Suite 300 - - CS16 TOP & BOT. OF CS16 TOP & BOT. OF 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL Portland, OR 97204 OPENING FROM CORNER TO OPENING FROM CORNER TO 8E 1-5/8" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS main 503.287.6825 I �� Ir CORNER, ATTACH TO BLKG. CORNER, ATTACH TO BLKG. SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. www.otak.com BETWEEN STUDS BETWEEN STUDS „ v /_ 4. NAIL DIAMETERS SHALL BE 0.148 FOR 10d NAILS AND 0.131 ��/ FOR 8d NAILS WI YIELD STRENGTHS OF Fy =90 KSI (10d)AND ; Fy=100 KSI (8d}. �d PRE '4 __7' I_. LI/////4l � R1 ROOF / __ R1 ROOF ��c. ,S' - j – - - . - — - - - - ... _ — 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. �-j G t N E i - - - - . I r - chogi-----11r:--i/. /I �- I � PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OF FP : ` PLATE. : r : I/ NO HOEDOWNS A • •l NO HOEDOWNS 6. WHERE 10d NAILS ARE SPACED AT 3"OR LESS ON CENTER �;. j �� AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS p, .. _ / .. .___Ji•. - STAGGERED AND FRAMING SHALL BE A MINIMUM �� �® .Iy _._ . ../V . ,i;n____ '07 7 ® I - - 4TH FLOOR - - - - - �� 4TH FLOOR 1 -, ARE TO BE STA 4.1" ./ iW AY . ( .�.. ///'/l/ /� / - - - - - - - - 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF /b G. ENQ` :-- . .. —..///iI'• 1 THE WALL, STAGGER THE PANEL JOINTS ON THE WALL ��. STUDS. �D(PI1tES: 12/311 �� NO HOEDOWNS • �� -- NO HOEDOWNS 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR 3-29-2018 , Ar _!:. WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE L �, / -I - 4,! J'''--- APANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE STAMP _ ��� 1 _ 3RD FLOOR R - _ - �- - /�� // / - - / il - — – –... - - - - - Ir - - - FLOOR Air LOCATED AT LEAST 318' FROM EDGE OF PANEL _ . .r1 /I// ./a/... . / .. _.._._ -- - - - w-._ j OWNS AT ENDS OFWHERE INDICATED OWALAS PER DETAILS ON SHNS PROVIDE STRAPS OET S8�D L J J 1 r V �� 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING VVALLS.. !/ I - ' r - NO HOEDOWNS NO HOEDOWNS 11. UNLESS NOTED OTHERWISE THE SHEAR WALL DESIGNATION DB� PROPERTIES / _— LLC /!/. . ..'1J._--. � APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF ! I, /// // /� �' - 4, / "AV. /T� _ — �. �i 2ND FLOOR - - - - _ // ,I _ _ Ir NAIL SPACING at. — - 1 / / R THE WALL. 12 APPLIES TO ALL STUDS, TOP AND BOTTOM 2NDFL00 fJ j/7 PLATES AND BLOCKING. v- 1 - 2 • 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT / a y/// Enayat / BOUNDARIES AND CHANGES IN FRAMING. Schneider Smith 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR Engineering, f „ .// enc. /. . . /// � . . ., / ........ - /1// SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE �/_ /////� . _ '' /,// i /�; !/ ���,���������� Foundation__ MANUFACTURER'S INSTRUCTION. 3141 WALNUT STREET, STE. 203A ��� �//�//`�//��% ��� / / Foundation _ DENVER, COLORADO 80205 -__ - - — 15. 6d COOLER NAILS SHALL HAVE 318” HEAD & 1 718' LONG. 8d COOLER NAILS SHALL HAVE 9132" HEAD & 2-318" LONG. FIRE 720.904.1234 www.essdenver.com WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE 6 - HTT4 OR STHD14, TYP 6 I -HTT4 OR STHD14, TYP THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH CONSULTANT S8.41 S8.41 1 EAST - BUILDING 6 2 WEST - BUILDING 6 ____S8.41 -� CONDITIONS. - - 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d 56-4.01 /$" = 1I-0" S6�.Q1/ 1/$" _ �'-a" COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE 'W' OR ,5,. ROOF SHEAR WALL iii, ROOF SHEAR WALL ROOF SHEAR WALL 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION / CALLOUT, SEE CALLOUT, SEE CALLOUT, SEE ,-/ SCHEDULE. TYP. SCHEDULE. TYP, / SCHEDULE. TYP. SYMBOL. NO 4TH FLOOR SHEAR 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR /1//'"a WALLS THIS ELEVATION, SHEAR WALL 1 V ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. V/ NO HOLDOWNS SEE PLAN CALLOUT, SEE CS16, TYP -- NO HOLDOWNS 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE SCHEDULE. TYP. _ WASHER(CONFORMING TO THE 2008 NATIONAL DESIGN yp / SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND - _S LEVEL 4 / LEVEL 4 NO 4TH OR 3RD FLOOR LEVEL 4 SLEVEL 4 ► SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE - -- IIP SHEAR WALLS THIS WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE ELEVATION, SEE PLAN BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, / SHEAR WALL TYP. V (2) CS16, TYP. CALLOUT, SEE CMSTC16, TYP STAGGER PLATE WASHERS. CMSTC16, SCHEDULE TYP. j NO HOLDOWNS LEVEL 3 '� t LEVEL 3 _ 11- 'tr LEVEL 3 LEVEL 3 4 LEVEL 3 1 ' [4 V 2 Z U O \4/ D f- CMSTC12, TYP. -. CMSTCI2, TYP. -- CMSTC12, TYP. CMST12, TYP. 0 /� /— NO HOLDOWNS liii LEVEL 2 r __S LEVEL 2 ", Alijo LEVEL 2 _ '� . LEVEL 2 �� LEVEL 2 _1- - - - --- -- -- -i- - [ 4 M CO \4 v v o 1—• CO HDU14, TYP. HDU14, TYP. HDU14, TYP. - HDU14, TYP. HTT4, TYP. Ct z E r E. 10 k , ,,J. L C?.j E hff Q o SEE 101 S8.41 - SEE 101 S8.41 SEE 101 58.41 SEE 6158.41 SEE 61 S8.41 I- 9/S8.41 10/ S8.41 Q SHEAR WALL ELEVATION TYPE A �`J SHEAR WALL ELEVATION TYPE B IC SHEAR WALL ELEVATION TYPE C �D SHEAR WALL ELEVATION TYPE D 1E� SHEAR WALL ELEVATION TYPE E <ICCI SHEAR ROOF _ SHEAR WALL ROOF --- SHEAR WALL ROOF SHEAR WALL4 ROOF - SHEAR WALL ROOF -- SHEAR WALL Q W CO w CALLOUT, SEE CALLOUT, SEE CALLOUT, SEE CALLOUT, SEE CALLOUT, SEE Y N J SCHEDULE. TYP. SCHEDULE. TYP. SCHEDULE. TYP. SCHEDULE. TYP. SCHEDULE. TYP. N ti J 1 ' 1 . V 3_' 1 . Ill Z a' NO HOLDOWNS • NO HOLDOWNS NO HOLDOWNS -- NO HOLDOWNS CS16, TYP 11. = O LEVEL 4 LEVEL 4S LEVEL 4 LEVEL 4 [S __ 7 _S LEVEL 4 _ _ -_ ❑ LE LLI /-- (2) CS16, TYP. /- NO HOLDOWNS --- CS16, TYP NO HOLDOWNS - (2) CS16, TYP / / / TITLE LEVEL 3 _ LEVEL 3 LEVEL 3 - LEVEL 3 - - - - LEVEL 3 - _ # DATE DESCRIPTION - 4 77 ,-' __$ ' S ,,, , / 2 CMSTC16, TYP. - (2) C516, TYP (2) CS16, TYP NO HOEDOWNS -- CMSTC16, TYP. LEVEL 2S LEVEL 2 _ LEVEL 2 LEVEL 2 __ �/ 4 LEVEL 2 iir II ,s, [ i \3/ 4 NO HOLDOWNS HDU11, TYP. -- HTT4, TYP HDU5, TYP HDU8, TYP. REVISIONS [ [. ii" E , L CI SEE 61 58.41 - SEE 6/58.41 -- SEE 61 S8.41 - SEE 61 S8.41 10/S8.41 10/S8.41 101 S8.41 -� \ SHEAR WALL ELEVATION TYPE J 101 S8.41 SHEAR WALL ELEVATION TYPE F � SHEAR WALL ELEVATION TYPE G � SHEAR WALL ELEVATION TYPE H I 1SHEAR WALL ELEVATION TYPE IJ D TDS CF) DRAWN BY CHECK BY APARTMENTS SHEAR WALL SCHEDULE PERMIT SET STATUS MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING © REMARKS 03.29.2018 DBL. TOP PLATE OF SHEAR WALL ALL PANEL EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES DATE T7/16" PLYWOOD 8d 6" 12" 32" 10d @ 6"O.C. 16d @ 6"O.C. N/A 3/4" DIA. @ 48" O.C. YES 17154 PROJECT NUMBER W 7/16" PLYWOOD 8d 4" 12" 18" 10d @ 6"O.C. 16d @ 6" O.C. 24" 3/4" DIA. @ 48" O.C. YES W7/16" PLYWOOD 8d 3" 8" 16" 10d @ 6" O.C. 16d @ 4"O.C. 24" 3/4" DIA. @ 48"O.C. YES \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. s 6_4 . 0 1 ��// VERTICAL SEAM ©2018 OTAK, INC. 5 7/16" PLYWOOD (BOTH 8d 4" 12" 12" 10d @ 6" O.C. 16d @ 4"O.C. 6" 3/4" DIA. @ 36"O.C. YES USE (2)2x @ EA. SIDES OF WALL) VERTICAL SEAM if this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. NOTE: ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE - SHEAR WALL IN SCHEDULE ABOVE. Otak MAILBOX BEAM SCHEDULE SYM SIZE I POST 1 COMMENTS MBI HSS6X4X114 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 I ' 0 �" f MJ1 2x12 DF#2 , \��� PRO/re` i - 18" DIA. x 3'-0" PIER W/(6)# • * l4_ 20 -0 r T' r - ' 5 VERTICAL AND#3 TIES @ 8 �',p�&y, 4.4 g S7-2.01 12"O.C. 57-2.01 0 6s .- 4dr. 41k. r TYP. DOUBLE JOIST ------ SUR/L210 HANGER, TYPICAL • `� }A A x x A. A A A x A A A h — '7" G. I > < IFlR1Rf5: 14131/ 19 5" SLAB WI#3@16" \ ' O.C. EACH WAY .ii. O I > I 5"SLAB PREP SDE W/#3 @ i < i a 3-29-2018 • \ �•c S7-2.01 I > I SUBGRADE PER THE SOILS I < I o STAMP 4 4" STD PIPE, TYP. > 1 REPORT I < L �� y l I— I r _ L ,r .� ,,3 e6 •, 10 DBG PR O P E R T I E S 4/6)7 • \ .@..c,,` 5 1, 4 ' '0,, 4,6,7• DOUBLE JOIST v • Enayat Schneider 3 TRASH_ENCLOSURE FOUNDATION PLAN Smith +� Engineering. _ __ Inc, LUS210 HANGER, TYP 57-2.01 i 1/8" = 1'41 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" = 11-0" \S7-2.01 1/8" = I-0" �,,_ 1/2" EXP. JOINT GUARDRAIL BY OTHERS SITE PAVING, SEE CIVIL 6". 2'-6"VERIFY W/LANDSCAPING 6". .I/‘ — • NOTE: GALVANIZE OR ---- OTHERWISE PROTECT i NOTE: MIN. MASONRY COMPRESSIVE - ALL EXPOSED STEEL. \Y\\\\' STRENGTH = 2,000psi SOLID GROUTED 8" CMU Awr ol.\\2\�/' MIN. MORTAR COMPRESSIVE I W/#4 @ 24" O.C. VERTICAL ' . /�, STRENGTH = 1.900psi @ 28 DAYS UP. �� PIPE COLUMN. SEE PLAN > ° ,� BOND BEAM T&B OF \ - MINI. GROUT COMP. STRENGTH = (3) #3 TIES @ 3" O.C. --\ >; 1. s/ WALL WI(2)#4 CONT. �.P BOND BEAM W/(2) #5 T&B f #5 @ 8" O.C. 3,OOOpsi @ 28 DAYS > SLOPE TO DRAIN A - AND © 4'-0" 0,C. > --2"" CLR. EXTERIOR PAVING, SEE ARCH - /\\\i i \ \\ > 1/2" EXPANSION MATERIAL /�{ >LA , • . _7_ ... .-• , .,,4 . - , . _ '• i _ {�� j L • o SLAB, SEE PLAN • :C • - �u '>1.,: ...,.,X1)< ��%\ �� \\\�\\Nx 112" DIA. x16" STAINLESS STEEL j ::::::7 \ �ALL THREAD WI 3DTEDSOLID 2)_ "_ iSIMPSON0 ) CONTINUOUS @ 4OC. -__J�„�• \ \ EAWAY Q ti a ��/ 4 > x - CAST IN PLACE 4" CONC. SPLASH / - - �� -. : /, i x PAD W16x6 W2.1 xW2.1 WWF, SEE ! , .. °, I Z u W i M �C a CIVIL FOR SIZE & LOCATION , A { e a p is « i- r ��<N- \�;� N Z - tr 4 • .`� ' /— 112" DIA. x3" HAS @12" { r x < \ M - 7°� r�: ` �t\ \� " '' ( ° O.C., STAGGERED, EA. / x { 6" CMU GROUTED SOLID Z #5 DOWEL x . 4 e .°. FACE OF COLUMN • _ WI#4 @ 32" O.C.; TYP. @ 8" O.C. 8„ ya 4a' J .- . - 4 "�a - (3) #4 CONTINUOUS W Q -4 O -� . ' \ r 1 - - „_- ' ..- -.---' ' '.,:-,.i < i- 4 114" CAP PL fi„ 11- J 6, •, a - I e. /A;:- -,:i Lr I • �, �\i/\ X Ij t #4 DOWEL TO MATCH WALL CL W • • . ._ 9 • I REINFORCEMENT W/STD. Q 4 • 4 • HOOK ALTERNATE HOOK 1141C 0 SEE PLAN FOR Co .46)° - y " f. . 4 2'-fin io , :• c. fp REINFORCING ° • . --`—• • �yq yrs/✓ ` �'. `' • . a DIRECTION '/Wr' - - 0 wM Lii SEE PLAN #4 @ 24" 0.C. / \• --- 4" HOOK, TYP. 4'-0" ..i\ (5)#4 CONT. CV I— (5)#4 CONT. WzN U 0 _ 4 MAILBOX FOUNDATAION 5 LIDIA PLANTER �6 SITE RETAINING WALL 7 TRASH ENCLOSURE DETAIL _ 0 I- S7-2.01 111 = 1 1-0n s7-2.01 1" = 11-0" s7-2.013/4" " 57-2.01� 1" = 1'-0" W > 0 Ci) �,. = 11-0 �� Ix = W Q0 I- I— I— CO TITLE NOTE: FRAMING ABOVE NOT HSS BEAM BEYOND, SEE PLAN SHOWN FOR CLARITY ,/ # DATE DESCRIPTION ROOF SHEATHING, SEE MP- PLAN Ilk MITER WELD TYP. TYPICAL ROOF EDGE -- CORNERS 1 114 NAILING, SEE PLAN • A V 1 A - HSS BEAM, SEE PLAN 2x FASCIA W/(3) 11-717— � — - - 10d NAILS • A35@24" 0C. L i i , _ _ _4, , - I I ___ f f REVISIONS _ I\ I L4x4x1/4 @ 4'-6" O.C. MAX. SLAB REINF, SEE PLAN f I I FOR WOOD SCREEN 114 —✓\�— ! I CONNECTION — ANGLE BEAM, Iyf SEE PLAN EXTERIOR PAVING, SEE CIVIL Author Checker 2x BLOCKING BIW SECTION A-A SLOPE. SEE ARCH. d DRAWN BY CHECK BY JOISTS �..F — H2.5A BOTH SIDES g�/ g '7 w PERMIT SET OF EA. JOIST �` II . / 114, _ T.O. SLAB 0) STATUS ` - *. - ` ' 'I SEE ARCH S 1 Qd TOENAIL CAP PL112"x5"x5" �In ! :,,-1*:-,-,--,;.-_ 4 i \/"`_ 03.29.2018 @ 6" O.C. WOOD SIDING, — � .� ,/ " j - � + ••';"a°:• '•� z ' '�'• 1* o0 HSS BEAM, SEE ARCH. 1�/=. 114/ \\\�\/�\/>' DATE SEE PLAN PIPE COLUMN, I; w iw� Otak - ADDITIONAL VERTICAL BARS I Otv z 1 112" z o CONCRETE WALL, 1 112" g a w SEE PLAN FOR SIZE & CLR. CLR. 0 NOTES REINFORCEMENT '/ o / \ #5 BARS AT 12" O.C. Otak Architects, Inc. 1 TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS ' ' J 4 . r w / 16 16 808 SW Third Avenue, Suite 300 AND NORMAL WEIGHT CONCRETE. LENGTHS ARE IN INCHES. _� <° Portland, OR 97204 TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR UNCOATED BARS D F "' .' ; �° r , main 503.287,6825 L-I the (In.) per Concrete Streng h (psi) 2. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL -_ } m� '6 _• '- ' , www.otak.com ELEMENT, CONCRETE COVER, AND THE CENTER-TO-CENTER SPACING ^/ 4" - „L„ (3) #5 AT EACH SIDE OFOPENING 3000 psi 4000 psi 5000 psi i OF THE BARS, ARE DEFINED AS: + } ._. TopBars Other Bars TopBars Other Bars TopBars ' Other Bars n / Z — BACKER ROD & SEALANT Bar Lap -0 112"0 SMOOTH BAR x 5' 0" — \ 4�� {� �f. i Size Class Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1I Case 2 Case 1 Case 2 BEAMS OR COLUMNS: N LONG W/ONE END �(. . ` op NOTE: TOP AND BOTTOM BARS TO 5� �, ! N ,.1 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 CONTINUE THRU JOINT. DO NOT ~� (2) #5x4'-0" DIAG. C # F� #3 HORIZONTAL BAR = OPa ING 2"CLR BARS AT EACH a 't' B 28 42 22 32 24 36 19 28 22 33 17 25 STIRRUPS OR TIES ARE PROVIDED THROUGHOUT LENGTH OF SPLICE .o l LAP BARS WITHIN 4'-0" OF JOINT. TYp / 8� A 29 43 22 33 25 37 19 29 22 33 17 26 NOT LESS THAN THE CODE MINIMUM SPACING, OR COVER AT LEAST �, r -- SPACING WALLS 8" THICK OR LESS • CORNER .+6. 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 db= DIAMETER OF BAR 1 1/2" i PROVIDED. co /' 1 CLR. -� r v 01 T.+`"'' A 36 54 ' 28 41 31 47 24 36 28 42 22 32 CONCRETE WALL, z 1 112' ADDITIONAL VERTICAL •—" #5 CASE 2: COVER LESS THAN 1 Ddb OR C-C SPACING LESS THAN 2.0db B __ 47 70 36 54 40 60 31 47 36 54 28 42 SEE PLAN FOR SIZE & CLR• BARS EACH SIDE OF JOINT '�jc�, -{ 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 _____ kdb 3 THROUGH No. 8 REINFORCEMENT - �0 G. ��P B 56 _ 84 43 64 48 72 37 56 43 , 65 33 50 WITHIN THE GIVEN SPLICE LENGTH. USE CLASS "B" WHERE OVER 50% 4db d - 1 _ — - No. 9, No. 10 AND No. 11 4 0 0: arlIIES: 17/31/ A 63 94 48 72 54 81 42 63 49 73 ; 37 56 OF THE BARS ARE SPLICED AT ONE LOCATION#7 . 2 112" MIN. ��~ // °I _ B 81 122 63 94 70 106 54 81 63 94 49 73 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"AC1318 DOES NOT ALLOW TENSION LAP SPLICES OF #11 TO #18 REBAR NEEDED B 93 139 72 107 80 121 62 93 72 108 55 83 BARS. THE TABULATED VALUES FOR THOSE BAR SIZES ARE THE F' �o 9. 3'-0" STAMP A 81 121 62 93 70 105 54 81 63 94 48 72 TENSION DEVELOPMENT LENGTHS. • TYP. Pi. #9 B 105 157 , 81 121 91 136 70 105 81 122 63 94 5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF 01 i- + • y F r � n , -, -A91 136 70 105 79 118 61 91 7D105 54 81CONCRETE CAST BELOW THE BARS. / �' #10 I I ' - 112"0 SMOOTH BAR x J z — BACKER ROD & SEALANT B 118 177 91 '136 102 153 79 118 91 137 70 105 - RECTANGULAR OPENINGS W/ "L" GREATER THAN 12 DBG P Q E RT I ES A 101 151 78 116 87 1 131 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 B 131 196 101 151 113 170 87 131 101 152 78 117 TABULATED VALUES BY 1.3. ' BEND DIAMETER GREASED, MATCH iY CONTINUE THRU JOINT. DO NOT NOTE: LLC �� D= 6db FOR#3 THRU #8 HORIZONTAL BAR - LAP BARS WITHIN 4'-0"OF JOINT. DETAIL APPLICABLE FOR ALL #14 N/A 125 187 � 96 144 108 157 83 125 97 145 75 112 SPACING ' 7. LD - CASE 1, CLASS A, OTHER BAR ' D= 8db FOR#9, #10 OPENINGS, UNLESS NOTED #18 ' N/A 161 , 241 I 124 ' 186 139 209 107 161 125 187 96 144LS- CASE 1, CLASS B, OTHER BAR D= 10d FOR#14 WALLS THICKER THAN 8" OTHERWISE- MAX LENGTH OF 55 0". � A 41 Enayat raw- �� - Schneider '` Smkh i 1, 1 BAR LAP SCHEDULE 2 BAR BENDING DETAIL 3 CONCRETE WALL CONSTRUCTION JOINT / 4 TYPICAL CONCRETE WALL OPENING Engineering, S8.01 NOT TO SCALE 58.01 ' NOT TO SCALE S8.01 NOT TO SCALEs� 8.01 ) 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. LS TYP. ENTRANT CORNERS CAST IN PLACE OR TIES F rr Z 114"MIN. / CONCRETE SLABS, BEAMS, DECKING 0 SAWCUT / TOPPING AND WALLS, THIS DETAIL ALSO -cr• APPLIES AT ALL 1 �" - . i a t'J .�: ' g -� ° ,, 4 . � / CONSTRUCTIONROINTSE-ENTRANT CORNERS AT a _ A ;e:.-11 / #8X4.-0" E.A. FACE M o' • e °: <'' —' " � OK / #5 CONT. EACH SIDE OF - • — DOWELS TO MATCH SIZE DOWELS TO MATCH SIZE 4- AND SPACING OF HORIZ. a I ° ° AND SPACING OF HORIZ. CORNER E.A. FACE T REINF., SEE SCHED, } ,, REINF., SEE SCHED. • / -, = t , FOR LAP SPLICE �- • tea: + FOR LAP SPLICE CONCRETE SLAB, SEE PLAN ("T' = SLAB THICKNESS) v7 FOR SIZE & REINFORCEMENT /� ///////////////////// J !- ° - VERTICAL REINF. - - 4 _° ._ VERTICAL REINF.•. . _ '4.. - - OR TIES 1 • OR TIES SAWED CONTROL JOINT (CJI / / (,) . ,. FACE OF WALL/COLUMN / • ' 3 -0 TYPICAL ro, co ::_.\/ .__ C MIN. (2)VERT. -- d OR GRADE BEAM CONCRETE REINFORCEMENT SEE PLAN - 112"0 SMOOTH BAR x 2'-0" Z BARS AT END a ,; O SIZE & E ORCEMENT WI ONE END GREASED Imm LLJ ' A . 1/2" BACKER ROD & CAULK ` • Z ••. - . _ • ° - .. 4 r .rid .• yy�� - a. - O' H °°,e - ,'-` ° • a • -.d"q° _ #-- •- LLJ i- -.4 tet, - . -•-;:- .,..- PLAN VIEW , . d ; ' . _ �" r u. r a i 2-0„ ;, = q' . A_ • 18"TYP. 1 /1/ CONCRETE SLAB (SEE A Q #4 HAIRPIN x i PLAN FOR SIZE & Ce I SPACED TO REINF.) MATCH WALL \ 112" EXPANSION a COREINF. JOINT MATERIAL CONSTRUCTION JOINT (CJI PLAN VIEW J 0... a I— r 5 ` TYPICAL WALL OR GRADE BEAM INTERSECTION __ 6 _ EXPANSION JOINT DETAIL 7 SLAB-ON-GRADE JOINTS 8 TYPICAL RE-ENTRANT CORNER REINFORCEMENT ct W 58.01 / NOT TO SCALE 58.01 . NOT TO SCALE 58.01 NOT TO SCALE s8.01 NOT TO SCALE C! 0 CI LLI N z N � o W D X I— LL = o Q 0 SHEAR WALL 2x4 FLAT BLKG AT SHEAR WALL '-- 2x4 FLAT BLKG AT W cc Z TOP OF WALL SHEATHING PANEL JOINTS SHEATHING - PANEL JOINTS D o ✓- = C2 Q 2x TREATED PL 1� 2x TREATED PL DO p 0 •�' ANCHOR BOLTS ANCHOR BOLTS N. }— LL (2)#5 T&B OF PER PLAN PER PLAN a.. ''.,' ._. ,. °' SHEAR WALL SHEAR WALL - OPENING. 4 - -a . - EDGE NAILING EDGE NAILING TITLE EXTEND 4' 0" \ a , < ;. , ° , / 112" EXP JOINT ° r 1I2" EXP JOINT PAST EDGE OF a` :a : •' y, /�` i°: > • < , 112 EXP. MATERIAL OPENING a> _" as ( '' ] # • - _ EXTERIOR CONC SLAB, SEE PLAN - CONC SLAB, SEE PLAN # DATE DESCRIPTION T ° d • GRADE FOR REINF & ELEVATION iNT1 RIOR STUD WALL, - -,:,:j9.7 , 9•. n -. , �. � '`: • 4,�- • SEE PLAN PATIO SLAB, � • / FOR REINF & ELEVATION 2)#5x3`-0" ° SEE PLAN 1— TYP WALL REINF. _•° LONG AT FOUR - ' a' 7 a. i\ :•-- - r SHEARWALL SHEATHING ANCHOR BOLTS, PER ,. ., - °r °� j ,` a '1 --- - ,p a SIDES - ; -,+ ; p.- •� .-- ,�'<' AS REQ'D, SEE PLAN - PLAN ° a < a - °� - " _ 00 w CONCRETE < . - / rCO WALL PER - f 4-� 2 112" CLR. TYP. - : • r -- • a ,' sr� —♦ (3) #4 CONT. \` #4 Z BARS @ 18" O.C. e ♦ T PLAN �'• % /� ALTERNATE TOP & BOT. HOOK 111W c.11-- / 4 a (2)#5 EA. TOP a /�\ L r�,r ° . , r _ 'a d a .`L , �2' AND BOTTOM :° a' r - \ SAW CUT CONTRUCTION OF OPENING, - . .# =P 4 ` SAW CUT CONTRUCTION — JOIST, SEE 7/S800 - `'` TYP. 4 - `: a -- #4 T&B AND AT JOIST, SEE 7/S800 \ - ' ~ #4 T&B AND AT : ` : ` ' 12" 1/4O.C. 4CONC. SLAB-ON-GRADE, 12" O.C. REVISIONS 7 SEE PLAN ° • :, ` a: SEE PLAN /' SEE PLAN t.-'',, 41 - r , • , ` e. SB,JO TDS .� �. p �;, ° P _ -'• Q. •d" i'4 `r' , • _• : < ' • tl • °. . DRAWN BY CHECK BY I ° ° //� //\ z _ - \�� •- 4. �� z REINF, SEE PLAN REINF, SEE PLAN / ,. " c \ \ _ _ „xi- .•. �tl- _ .-_*4 Y4- ° ''••,' ya. _ 4 °• - ° ': < g 9 ...r . . .° - • 6 Z \ / ' „ .i .. �i �i PERMIT SET OPENING MAX. - ° "_ - '4 . - . . - = f '-i,_-,_" - \ \ Z , e 24"0 ROUGH r °�+ 0. _ ' ` 3"\ / q 4 a //j\ Li, •. • "4 , � � STATUS ♦ -' :•..\ \ v a w q 03,29.2018 OPENING : NOTE: ► ca �� V, w DETAILS ARE APPLICABLE FOR I -$ y / DATE ALL OPENINGS, UNLESS NOTED OTHERWISE. #4 AT 18" O.C. 3" #4 AT 18" O.C. 3" 17154 ALT. HOOKS Wm-. -al REINF., SEE PLAN ALT. HOOKS -• PROJECT NUMBER SEE PLANN SEE PLAN @ DIA c 12" NO ADD'L A SEE PLAN - ,r N. REBAR NEEDED 6" 6" ' S8 . 01©2018 OTAK, INC. 9 PIPE PENETRATION _ (10 TYP. EXTERIOR FOOTING 11 DETAIL AT INTERIOR WALL 12 EXTERIOR FOOTING AT PATIO 58.01 NOT TO SCALE 58.01 / 1" = 1'-O" 8._€1.01) 1" = 1'-0" 58.01 1" = 1'-Q" If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. --Ai-- 2x STUD WALL, SEE PLAN FIRE PROTECTION, Otak SEE ARCH. - ANCHOR BOLT, SEE PLAN 5,4 t 2x TREATED PLATE TYP. } -. <. ' :Q" 4 a 112" EXP JOINT Otak Architects, Inc. 1 1 I I—III- :-, ' , a ;?. .I , ... t -- 808 SW Third Avenue, Suite 300 ° : . ° d Portland, OR 97204 '° a ° 'C main 503.287.6825 LL I r� \ v � \ \�� www.otak.com Q -�:P, f �` EACH FA 0.C. a:. �-0:'.��\� \\ \\ \\�\\/X�. + �. .4 8'r--- '' EACH WAY - .\\\/\tii \\/��/ ��� PRO/ 2 •+ .' •°i� - •• •^4- SLAB REINF, SEE PLAN CO r G I N F� /l. �- w Z? ' . r Tr) } ,..,,_' ^ NOTE_ EXTERIOR PAVING, SEE CIVIL — �` LI. - '�°V _ VERIFY PIT & SUMP z a' DIMENSIONS W/ARCH SLOPE, SEE ARCH. Q� • �r � r _ ELEV. MANUF. PRIOR TO LU Q ��.� — 8r.TYP CONC. PLACEMENT \ Li! 9/1;,� �`�-� #5 AT 12" O.G. SUMP PIT — — T.O. SLAB cn D G. E 1'-0�� .q d �_•'-s EACH FACE COORD. WI ARCH. / 1'-Orr °.- a. ._ , a ,• b�. x. ° SEE ARCH 1 EACH WAY, T&B �- ° ° .. . b .r "ay:r a : • !EXPIRES: 12!31! I� I! •. ,:a - . I , . TYP T.O. SLAB \• \� \\� \\� `:. •\ %\�;\ % �, • 3292018 ° Q. . - < SEE PLAN \ / � /�\// '�j�� �/ STAMP °1. I °d'° 6 -. e • "°•- d_s _ ° - la . °.d a. .ad• O LL ° a•_ ° .q (2) #4 CONTINUOUS /\`� ' �\�� l `-�- - .� °. -.° 1 •x • - - - e b °•°. -..r ,- Ov - - °`_ . 4_ -- - DOWEL TO MATCH /��� �� �� �� �/\ 1-,_,- 4 • • 4 . ,_• LS WALL REINF WI /\��\\���\/�� / DBPROPERTIES C _ _ _ _ _ STD. HOOK [V a *• a: + LLC vd 4 _ • a d' Ena _ •4 a a _ s a '• - - • �.- - .� , tr.. .4• -4.-- .• -4-H, _ ° • n 1•v, •. • r _. �: - ° .• °• d '• Schneider ~ DOWELS TO MATCH d #5"Z" BARS W/8" -- z_ Alli EDGE OF PATIO DETAIL - Schneider VERT. WALL REINF., v END LEGS AT 12" O.C. S S8.02 ' 1" = 1'-0" Engineering, Inc. TYP r, AROUND SUMP PIT b ._____- 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 ;-- I1 ELEVATOR PIT DETAIL AT CMU 720.904.1234 www.essdenver.com !8.0� 1" = 1 r-an CONSULTANT • °H"X 2 . •:. .': • DOWELS TO MATCH .' 4 . - WALL REINFORCEMENT 4 4 a_(MIN.) ` . SIZE & SPACING •.. . WOOD STAIRS, I— ° 4° a ` _ = a`'' J .. •..' ' ° ' ' -7-WALL BOTTOM STEEL SEE 121 S8.21 .. d = CONCRETE WALL a ` ° ' . _ . . • :, < d. .. . Yom. COW L3x3x114"x6" LONG (2) 112" DIA. THRU BOLTS Z TOP STEEL& TIES, IF a ..1.,4"."41—'. 4'• • AT STRINGER IN VERT. SLOTTED I--- LLII USED, SEE FOUNDATION d • • I0.•. a I HOLES C/ PLAN & SECTIONS- ar--; 9 - '-. . < - y.., • ° , • , _ a SLAB PER PLAN 1 3r' • (2) 518"0 x 6" EMBEDM < "b �� EXP. ANCHORS -\ . - •' ° I Imm. Ci- y _ - •-• - _ _ ¢ 8, .. - -.. ' CLASS"B"TENSION LAP. TYP., ° + �'�/ ` !- r , ' SEE BAR LAI' SCHEDULE _lL ..: . .. . . �I ° 4 ;'v • _ . 'r ' �.i (1J b' ` v 4 ® I gii< Cri) 6 � . . a 4 NOTES: p p� 9 p ) �U p p� a a y--� o o 1 1 \.J . d � 1 � 1 1 r b• 00 1. SEE FOUNDATION PLAN FOR TOP OF . r r ■ ., o - FOOTING ELEVATION. w ell p (\(„' < 0 I— ' j 2. FOOTING STEP REINFORCEMENT TO r „ "D" MATCH WALL AND 1 OR FOOTING i -O ) W a (3)#4 CONT. W/#4 ( \ REINFORCEMENT SIZE AND SPACING. 0 U TRANS AT 16" D.C. THICKEN SLAB AT STAIR co BOTTOM STEEL AS SHOWN EFJ N Z J NN- 0 DIY F-- 6.- \ FOOTING STEP 1 7-' \ STAIR STRINGER TO SLAB 8.(:1_2_ NOT TO SCALE �8.c)_2_ 1 — 1 -0 I 0 W u) z _ � 0 0 Fr CO i— LL TITLE # DATE DESCRIPTION REVISIONS SB,JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER 38 . 02 ©2018 OTAK, INC. if this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. - STUD WALL, SEE PLAN :/ �= - 2x4 FLAT BLKG. @ Otak • PANEL JOINTS WALL SHEATHING, SEE POST, SEE PLAN PLAN // ANCHOR BOLTS, PER PLAN Otak SHEATHING, Otak Architects Inc. SEE PLAN 2x TREATED PLATE / 1/2" EXPANSION JOINT 808 SW Third Avenue, Suite 300 ANCHOR BOLTS. PER PLAN -- CONC. SLAB, SEE PLAN Portland, OR 97204 WALL SHEATHING, WALL EDGE NAILING, main 503.287.6825 2x TREATED PLATE SEE PLAN \ FOR REINF. www.otak.com SEE PLAN -------,.....„ ... /. \ . w.!�� -__'--\� --- POST, SEE PLAN FOR REINFSLAB, SEE PLAN ` - •°_ P • • '- J # ` SHEAR WALL SHEATHING N • ' -'; • - • - - - -• 2x TREATED PLATE W/ -- & EDGE NAILING #5 12" O.C. �. a I°I I'-- I I �' F4 ANCHOR BOLT PER PLAN POST, SEE PLAN @ • I- F - S, ,� •h. lel , • clic ' : 1 7� #4"Z" BARS @18" O.C. . ° '° �..•. / ALT. TOP & BOT. HOOK ,j L .4- ° ° ABU BASE 6"— 2, T ■ . r 4 1! ! Y ` WALL EDGE NAILING, a . r ``' SEE PLAN co + III I I `4 (3) #4 CONT. ,. 14f 4 ' SLAB, SEE PLAN ---, / �/ • �— /�� [WIRES: ]?/31/ Iq \/, � #4T&BAND@12 0.C. FOR REINF. \�� a SLAB, SEE PLAN / / I SEE PLAN FOR REINF. �� • FOR REINF e #5 © 12' O.C. i CONTINUE CONT. FTG. '° • + _ ' •• — �- a .: 4_• `'4 111 / I'- STAMP • ° REINF. THRU PAD FTG. ��'' 4 " • ALT, HOOKS 3-29-2018 T z• °- ... . �.. a d . _ • CONT. FTG. BEYOND i ° o /X ;..e• 'I.-0;-:--' A \` \ • ,-vt .d . • _- +' a .4 / !Ii) °• e •4• + - - a. - '•'. -d a -_df ° ..4 _ _ t od - 1 - - �„ C.,) I \ \ ° ,• •• • ,+ A'. d ' • a �\�\ ! y� L . 4 -... _ � �: , ' REINF., SEE PLAN — l 1 \/ �/ \ Qp I S 4° -'R ..4 e4' I - - 4 _ / / ` .. 5 .°. .:. 4 _ a - .6 - a . .q + 6 _ ° ,. - tl°q r •a -- r Z \/ \ \_ .4 •°- I° - -_ - dl.. , �'\/\ da - I• I I ! c .-d_ - - d le 1 +' g d Z ' - I-. i ' _ ° °+ •-• I J 1 \// \ _ ° ° �;i ° '+ - de � \ - 4 ° .d I• � .I _ a' de`• Z -d - a + +• a:- - � d� � -` e � 4 - - _ � _ • ° -0 .- DBG PROPERTIES \° CONT. FTG BEYOND a • . •' a. •• LA 1 ° • I ►. _ �. I y . . �° 11 i I - I I z LLC (w -1• -.4, a e • I -. .-•1 d •-o-' . • 111 d d° l �' �..;___ :L _d'. - a a 1 i J d < I d I' , e a. • a. a, ltJ a`• �• b- " • re • ' 4' • • - SEE PLAN FOR REINF- iY 1 uJ %1�-��—. °: s. " ,.� g a. • CONTINUE CONT. FTG. U ! ._ � �: • • • N �4 ' SEE PLAN REINF. THRU PAD FTG. - SEE PLAN SEE PLAN SEE PLAN FOR REINFORCING Schneider SEE PLAN Schneider 4' LAP W/SLAB REINFORCEMENT, — — Smith �►+� SEE 1158.01 inc. 3141 WALNUT STREET, STE. 203A (71 INTERIOR POST FOOTING 2 '' EXTERIOR POST FOOTING 3 THICKENED SLAB a@ POST 4 RETAINING STEM WALL FTG — DENVER, COLORADO 80205 `• S8.03 1'-0"1" = 1'-� 58.03 J 1" = 1'-O" ` S8.03 / 1" = 11-0" 58.03 111 = 1'-0II 720.904.1234 www.essdenver.com CONSULTANT WALL STUD FRAMING, SEE PLAN � � 2x4 FLAT BLKG. @ • STUD WALL. SEE PLAN PANEL JOINTS WALL SHEATHING, -- ' SEE PLAN - - 2x4 FLAT BLKG. @ PANEL JOINTS WALL SHEATHING, SEE :ate ANCHOR BOLTS, PER PLAN PLAN I:I / ANCHOR BOLTS, PER PLAN t 1 2x TREATED PLATE - - • • 1/2" EXPANSION JOINT 2x TREATED PLATE 112" EXP. JOINT \i, . CONC. SLAB, SEE PLAN \I WALL EDGE NAILING, SHEAR WALL SHEATHING SEE PLAN FOR REINF. & EDGE NAILING CONC. SLAB, SEE PLAN i FOR REINF. -\ lel 1. _ _ I a 5 . 2,1., a #4T&B AND AT 12"0.C. 611 d . - , : .a Z co �:.• .r _ ,: a `� < II� • Fes„ _E, - .e0.0 — • ° ° a_ #6 @ 9" . t I • / a UJ (� #4 @ 18" O.C. ALT. HOOKS / Lu /� ,I II I ' CO / 6 28 MIN. (3)#3 DOWELS WI '� 2 Z %• ,�. -- SIMPSON AT-XP EPDXY 2 . ��• INTO STEM WALL a.: Cw ,-;\' . INTERIOR FTG. SEE PLAN r„. Z C° d .'- • FOR SIZE & REINF. !—�`�--- W rF— z - REINF., SEE PLAN Q .a ' . ° I- Cr)IICC .'''' .:'.-,i'. :4-.' '''- < SEE PLAN /�� -:-• • // / #6 @ 9'10.C. ALT. HOOKS ao 5 INTERIOR TO EXTERIOR FTG- CONNECTION N SEE PLAN FOR REINF. -. W S8.03 1” = V-0" CONTINUE CONT. FTG. SEE PLAN FOR REINF. 0 REINF. THRU PAD FTG. 1 Q CCII T __ N /tib- O a V, 4' .6 T - a d • . .LiJ 121-_ O U ti LJ_ co SEE PLAN TITLE # DATE DESCRIPTION 6 RETAINING STEM WALL FTG @ LIDA PLANTE _13.133 1 = 1[I-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- Otak SQUASH BLKG. ABOVE ---- HEADER TO MATCH TRIMMERS ATTACH PLYS WI 10d AT WALL ABOVE �✓ Otak Architects Inc. ROOF JOIST/FLOOR 12" O.C. STAGGERED / WHERE OCCURS JOISTS NOT SHOWN FLOOR SHEATHING, -- -- / (NON-BEARING) 808 SW Third Avenue, Suite 300 FOR CLARITY 2x PLATE, SEE 21 S8.21 SEE TYP. PER PLAN / Portland, OR 97204 c[ FOR LAP /// w ATTACH HEADER NOTE: — main www.otak.com I I www.otak.com Lu ¢ PLYS PER IBC PROVIDE 10d NAILS TWO ROWS OF 10d QLu //FASTENING SCHED. / (2) 16d AT 12" O.C. AT NON- NAILS al NAILS EACH R * �_ 0 SPLICE LOCATIONS, ROW ON EACH SIDE OF 11 PROS % 0_ F- OVERLAPT ALL CORNERS & ' s w 1 > TYP., U.N.O. TOP PLATE JOINT. , $'cI N f/ / /I TOP PLATES Y al 7-1.„ -il 1 I I) -- - • INTERSECTIONS : r Q = LiJ r LEJ 1❑ r I 4-0"JOINT STAGGERe e 4' 0" JOINT STAGGER DOUBLE JOIST w� X - CO - --a I 1 `-- ATTACH MULTI-PLY m I I STUDS PER IBC /o/ (3) 10d MIN 1► . ct uJ U j FASTENING SCHED. 0 _ . —. I I - - , I FRAME OPENING -rib vIRi 1 `. w ___ . I MIN (3) 10d AT EACH PLY <� I 1 1 ? 1 1 I I ! I ._.... ! :. ,,, \ SSEE IZE MECH. FOR G. �— OF HEADER ° / {— 1 I TOP BOTTOM I % i \ _ r �I 0O HEADER, SEE PLAN - 3-29 2018 KING STUD., SEE PLAN FOR PLATE PLATE CONT. JOIST OR iv w QUANTITY. TYP. JOINT JOINT DOUBLE UP TRIMMER �_/` — \�� JOIST BLKG AT F-U JOIST, SEE PLAN Y STUDS AT JAMBS OF \,' WOOD STUD WALL, SEE 48" O.C. HANGER N STAMP OPENING LARGER THAN SCHED. \ '� TRUSS MANUF. 6'-0"AT BEARING WALLS WOOD STUD W (2) _�' U.N.O. ON PLAN. PARTITION WALL EA. BLOCKSIMP DTC CLIPS AT �1 NUMBER OF TRIMMER& KING STUDS 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 s821 NOT TO SCALE 58.21 NOT TO SCALE 58.21 1" = 1'-0" s8.21 NOT TO SCALE �►A ,. Enayat Schneider Smith 9 i, Engineering, Inc, 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT V — I LAM WITH: BUILT UP COLUMN IF ' 4 OR MORE 2X4 AND 2x6: 112"0 THRU OR POST, SEE BOLT AT 8"O.C. (ALT. SIMP SDW22). PLAN 3-2X6: TWO ROWS OF 30d COMMON WIRE NAILS AT 8" O.C. APPLY ONE ROW TO E.A. - FLOOR TOPPING, SEE PLAN 2x STUDS PER PLAN -----„, SIMP SDS 114"x8" SCREWS @ 10" 2x WALL STUDS, — FACE (ALT. SIMP SDW22). N• / O.C. IN LIEU OF SHEAR WALL SEE PLAN ` �L /` CONN. PER SCHEDULE 2-2X6: TWO ROWS OF 10d COMMON WIRE FLOOR SHEATHING, SEE PLAN SIMP A35 EA. NAILS AT 6" 0.C. / TYP. FLOOR CORRIDORS /UNIT FLOOR TOPPING, SEE PLAN SIDE OF POST- ° ° EDGE NAILING FLOOR TOPPING PER TOP AND BOT 3-2X4: ONE ROW OF 30d COMMON WIRE a FLOOR SHEATHING, NAILS AT 8" O.C. STAGGERED, APPLY(1) CU, SEE PLAN TYP. FLOOR SHEATHING, PLAN SEE PLAN TREATED ROW TO EA. FACE (ALT. SIMP SDW22). NOTES SEE PLAN = a ; �� . r L PLATE, TYP. �, ti I Ila WI ' 2-2X4: ONE ROW OF 10d COMMON WIRE , , NAILS AT 6"O.C. STAGGERED. 1 .................................... FLOOR SHEATHING OVER 3x T&G DECKING PER PLAN , z a -a xd-x4 t <- i In I- - b , -° - - - JOIST, SEE PLANN SHEAR WALL EDGE 4. - -3" ° , NAILING PER SHEAR JOIST, SEE PLAN W - - •ii- • -8 • _. - . . : ,a - - I / \ 1 WALL SCHEDULE (2) 16d INTO < • _ . - I - BOTTOM OF - - " 10d TOE NAILS @ 6"O.C. (2) 2x PLATE FOR 11 I— EA. STUD - •` . JOIST, SEE PLAN SHEATHING PER --/\/-- LAP, SEE 2/S8.21CK ° BEAM, SEE PLAN SHEAR PLANS Q BEAM, SEE PLAN - SIMP. IUS HANGER U.N.0. FIRE BLKG. @ LLI o_ CONC. BASE — T&G DECKING CEILING LINE M i 5 TYPICAL BUILT-UP COLUMN/POST 6 DETAIL 7 FLUSH WOOD BEAM 8 CORRIDOR WALL F Cl) 58.21 NOT TO SCALE S8.21 1" = 1'-0" S8.21 1" = 1'-0" ` S8.21 1" = 1-0" Q - - (2) 10d NAILS @ 6" O.C. 0. w (STAGGERED NAILS) Q 1 118" PLY THREAD, ORIENT SO 0 THAT FLAKES ARE PARALLEL f 0 TO THREAD LENGTH JOIST, SEE PLAN CO z STITCH NAIL W/(2) ROWS Q Y N OF10d@8" O.C. /.. — coN �.a (STAGGERED) N N I„ � Drz LL 2x12 DF#2 STAIR _ ° STRINGERS Q12 A W cu CK 0 • , — = o Q O N\ N- 1- c,' LL HANGER, SEE PLAN TITLE A .' N— BEAM, SEE PLAN 2x PLATE WITH 16d NAILS --- 2x EXT. STUD WALL, 2x PLATE WITH 16d NAILS # DATE DESCRIPTION AT 16” O.C. U.N.O. ON SEE SCHED. AT 16" 0.C. U.N.O. ON SHEAR WALL SCHED. SHEAR WALL SCHED. 2x EXT. STUD WALL, SIMPSON CS16 x 2x STUDS PER PLAN CONT. 6x12 AT 2 HR SHEAR WALL EDGE SEE SCHED. 5'-0" 2x PLATE WI 16d @ 6" /�— SHEAR WALL EDGE O.C. U.N.O. ON SHEAR / WALL, SEE 11 S822 NAILING, SEE SHEAR , WALL PLANS / WALL SCHED. / WALL CHED NAILING, SEE SWEAR CU, SEE PLAN NOTES SHEAR WALL EDGE - FLOOR TOPPING, PER PLAN PROVIDE GAP IN -- CU, SEE PLAN NOTES PROVIDE GAP IN — TYP. FLOOR SHEATHING, NAILING PER SHEAR WALL SHEATHING : / WALL SHEATHING SEE PLAN WALL SCHEDULEL /,// FLOOR SHEATHING, PER PLAN TYP. FLOOR SHEATHING, SEE PLAN _. CUT is r '' ° " / x \ "� I : ma r .�v TO LEAVE 5 112" SECTION .�� 1 118" PLY STAIR TREAD W/ FLAKES ORIENTED PARALLEL REVISIONS j !gm, SHEAR WALL EDGE e TO LENGTH OF TREAD 7 l NAILING, SEE SHEAR \ ` r SHEAR WALL EDGE WALL SCHED. yi \ / NAILING, SEE SHEAR \ J„. 1 I j WALL SCHED. FLOOR SHEATHING ` HH SB,JD TDS ` �I IT DRAWN BY CHECK BY SIMPSON A35 @ 48" FLOOR JOIST PER PLAN © EDGE NAILING JOIST, SEE PLAN O.C. U.N.O. ON SHEAR , PERMIT SET WALL SCHEDULE FLOOR SHEATHING — JOIST, SEE PLAN EXTERIOR SHEATHING, ITS HANGER - 1 112" CONT. LSL BLKG- WI 10d EDGE NAILING % �__ STATUS TOENAIL 8" O.C. U.N.O. ON 7 SEE SHEAR WALL PLANS SHEAR WALL EDGE @ (2) 2x PLATE, SEE 21 S8.21 (2) 2x12 DF#1 STRINGER CUT 03.29.2018 SHEAR WALL SCHEDULE FOR LAP (2) 2x PLATE, VERIFY WI ARCH NAILING PER SHEAR \ EXTERIOR SHEATHING, — FOR LAP SEE 2/S8.21 TO LEAVE 5 1/2" SECTION DATE WALL SCHEDULE SEE SHEAR WALL PLANS JOIST, SEE PLAN (WITH WEB • 4'-O" MAX STIFFENER WHERE REQ'D BY LINE BLOCKING AT 17154 MANUF. — 2x FIRE BLKG. @CEILING BOTTOM OF JOIST, PROJECT NUMBER SEE DTL 2!58.22 FOR EACH STUD SPACE CONDITION WHERE --- (2) 2x PLATE - FOR LAP DETAIL A POSTS ABOVE OCCUR SEE 2/S8.21 S 8 2 1 . 1-9/ BEARING WALL 10 I-JOIST PARAL. TO EXTERIOR WALL i 11 • I-JOIST PERP. TO EXTERIOR WALL 12 STAIR DETAIL ©20180TAK INC. 5821 1" = 1'-0" 1" = 1'-0" 38.21 1" = 1-0" If this drawing is not 24"x 36". it has been 58.21 f 1" = 1'-�" 58.21reduced/enlarged. Scale accordingly. (2) CS16 x 18" Otak (ONE FACE OF POST) SIMP A35 BOTH --- ' SIDES OF POST, STUD WALL FRAMING TOP AND BOT PLY SHIM -- -- - TYP FLOOR SHEATHING,i •I` ------ Otak Architects, Inc. POST UP TO BEAM OR SEE PLAN ' GIRDER TRUSS, ABOVE 10d TOE NAIL @ 6" O.C. L ,...,... 1°° FLOOR FRAMING /---- FROM TOP PLATE TO "" °j 808 SW Third Avenue, Suite 300 WHERE OCCURS BEAM f . I °I - CU, SEE PLAN TYP. FLOOR Portland, 7 4 °°� °°\ �° main 503.287.6825 / SHEATHING, SEE PLAN• (2) CS16x14" (ONE ON EA. ° www.otak.com 10d TOENAILS @ 6 O.C. \k OPPOSITE FACE) OF EA. �° TYP. FLOOR SHEATHING, STUD OF WING WALL, TYP. °° 0 N-- DOUBLE 2x TOP PLATE WALL SHEATHING, SEE PLAN SEE PLAN i i i,I ,. �\ % .�i'!� P RU , -, r ' . � --- -� � i IIii ? `\ CANTILEVER BEA SEE PLAN i� \� ?.G � N FF moi. . . - .- a 4 ° c II BEAM, 8. , _ p �% � II NOTE: USE TYPICAL - e ��"" _.._._.._._._.----- ......... SIMPSON A35 TOP 8 BOTTOM • SHIM AS REQ'D _ _ -- -- �� 1:.----(1 WALL SHEATHING BOTH POST CAP, SEE PLAN OF BLOCKING ► 1 • _� II SIDES OF WING WALL i .� e I. �� �` JOIST, SEE PLAN �, �. / \ �A� __. POST, SEE PLAN STEEL CANOPY BY OTHERS '>i 6 • /I M."Bli \ WALL STUD G. _ �DCP1>�ES: 12/3i/ I q 10d TOE NAILS AT 4" - JOISTS PARALLEL FRAMING, SEE PLAN ,�Iftil ~� __ + .- C516x23"WRAP AROUND TYP. FLOOR FRAMING, O.C., TYP BOTH TO WALL WHERE . SEE 9I 58.21 ` NOTED BOT. PLATE TO OPPOSITE 2x PLATE W/ANCHOR 11111 SIMPSON LTP4 @ 18" O-C. SIDES, STAGGERED FACE OF STUD, TYP. EA, ° BOLTS, SEE PLAN 26,77-7: i 3-29-2018 U.N.O. ON SHEAR WALL 6x12 STUD ° i, ° / L..J ;� STAMP . PROVIDE SOLID BLKG. UNDER (2) 2x PLATE, SEE 2/S8,21 ° ° SCHED. POST IN FLOOR CAVITY TO MATCH - ° FOR LAP 2"SQUARE PLATE -----1'- 0" MAX WIDTH OF WALL. WHERE JOIST a I WASHER AT EA. 1 L - MANGER, SEE PLAN ARE PERP. TO WALL, SET BLKG _< a BOLT _ �ri1- 11� l INTO ONE JOIST SPACE. WHERE POST DOWN TO a. " -- (2) 1/2" DIA THRU BOLTS �J 1 FOUNDATION TO a a �' DBG PROPERTIES ---V\-- - JOIST PARALLEL TO WALL, BLKG IS MATCH ABOVE U.N.O . - -a CONC. STEM WALL, TRIPLE 2x6 BLOCKING - @ 4'-0"O.C. MAX. 12" LONG MIN. (CENTERED AT CANTILEVER BOTTOM PL. -- < e '' SEE PLAN OR HEADER BETWEEN LLC POST) EDGE OF WING WALL . .° _ STUDS r -�' Enayat 1 2-HR STAIR ELEVATOR 1-2 TYPICAL BLOCKING BETWEEN FLOORS 3 WING WALL DETAIL / 4 EXTERIOR CANOPY Schneider �8.2z� 1" = 1'-0'' - Smith Engineering, � 58.22 Inc_ S8.22 �" = 1'-0" 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT STUD WALL FRAMING ABOVE, �� SEE PLAN GYPSUM SHEATHING, - 2x PLATE -- --\./.\---- STUD FRAMING ABOVE SEE ARCH. / - FLOOR SHEATHING, �, . -- 1/4-----/\CF GYPSUM SHEATHING, SEE ARCH. WALL STUD FRAMING, MIN. f— SEE PIAN SEE PLAN CU, SEE PLAN 14" IN -. - CU, SEE PLAN / / - -- FLOOR SHEATHING, SEE PLAN - FLOOR SHEATHING, I / SEE PLAN WALL STUD FRAMING, SEE PLAN -- ° °°..°° °° �ei°1 1 00, 0.;.°,°,.0° O I �W ,_..> ___ . .-.- I WALL SHEATHING. SEE PLAN ° * IT ° �` I , FLOOR SHEATHING, SEE PLAN _ / T CO FLOOR EDGE NAILING, SEE PLAN DOUBLE 2x PLATE r WALL EDGE NAILING, SEE PLAN i •- _ CS16 CONNECTING TOP _ PLATES ON OUTSIDE 10d TOENAILS l �� iv Z WALL EDGE NAILING, SEE PLAN FACE OF WALL ) STOP TOP PLATES ON - BEAM. SEE PLAN @ 6" 0.C, �/ ZN\ W EA. SIDE OF BEAM I ! ` -•t PACK AS REQ'D , �_,. CORRIDOR DECKING, "" "JI,1e `' . - M --� \_ PROVIDE STUB POST -r- '1 SEE PLAN � �// i _ _ /' r BEAM, SEE PLAN % -- ;� LL � - - STEEL CANOPY BY OTHERS �_ UNDER BEAM WITH STUD Z . e �■1■r wr.Yv - isr�■r . - f NAILED TO EACH SIDE rr.r. . (2) I JOIST, SEE PLAN j \ g �'�'�s•? _�� - 114"x3" SDS FROM / irai .� , A35 FROM BEAM x�.. TO POST STUD TO BEAM EA. SIDE �. r - __ �� STUD WALL FRAMING, ; . / j �� 6T... SEE PLAN �- HANGER, SEE PLAN # 3x8 LEDGER WI(3) 114" CO / POST, SEE PLAN DIA. x 6" LAG SCREWS Ce — DOUBLE 2x TOP — 2 - 0 MAX AT 6"O.C. I-JOIST FRAMING, — \ PLATE SEE PLAN \ -_/\/_-__ (4) 114" DIA x 6" LAG SCREWS STITCH NAIL STUDS TO Om @ 18" O.C. MAXIMUM BOTH SIDE OF POST& SIMPSON LTP4 @ 18" O.C. w ITS HANGER, BEEAM U.N.O. ON SHEAR WALL TYP, BEAM, SEE PLAN SCHED. a a 0 • ♦ ) CD V� z I� (/ 6 TYP. BEAM TO COL CONNECTION AT EXTERIOR INTERMEDIATE LANDING (---8 CORRIDOR/UNIT WALL AT 2HR FIRE RATING 5 EXTRERIOR CANOPY AT STAIRY co N N ti 58.22 1" = 1'-0" Ss.22 1" = 1'-0" S8.22 1„ = 1'-0" S\ 822 1" = 1-0" Z LLI U. = 0 Cto W cn cr 0 = oQ 0 GYPSUM SHEATHING, TYP. WALL EDGE SEE ARCH. NAILING, SEE PLAN TITLE - GYPSUM SHEATHING, SEE ARCH. —n A # DATE DESCRIPTION / CU, SEE PLAN v� ��/�""� v ----\/\TV 2x PLATE - \ TYP. FLOOR SHEATHING, CU, SEE PLAN SHIM AS REQ'D / SEE PLAN =_ . TYP. FLOOR SHEATHING, FLOOR SHEATHING, -- CORRIDOR DECKING, - SEE 91 S8.21 SEE PLAN �\ SEE PLAN FLOOR SHEATHING, SEE PLAN 6x12 --- , . DOUBLE 2x TOP PLATE \ / 10d TOENAILS �--- t AT EXTERIOR WALL �\ ��� N\ 10d TOENAILS @ 6" O.C. \ @6" O.C. _ - - N\ SHIM AS REQ'D <> - lr •. —� l� VESTIBULE DECKING• , ° 1><,1><,1> REVISIONS _ 1, O SEE PLAN l \ SEEWAPLAN D FRAMING, -11"..-- SIDE OF STEP �' l \ SB,JD TDS / in _ TYP. FLOOR FRAMING. 2x8 BLKG BETWEEN,�1� - � � SEE 9/S8_21 '� "� -- DOUBLE 2x TOP PLATE STUDS AT CORRIDOR WALL DRAWN BY CHECK BY y PERMIT SET �� \\ \ 6x12 CORRIDOR DECKING, SEE PLAN (3) CS16 FROM BLKG TO \ DIA. x 6" LAG SCREWS VESTIBULE DECKING, AT \ CORRIDOR TOP PLATE \ STUD DLWAN L FRAMING, STATUS 3x6 LEDGER W/(2) 114" DIA. x 6" i. SEE PLAN 6" 0.C. HANGER, SEE PLAN EA. FACE OF WALL 03.29.2018 \ _/\/ ^v '— DATE LAG SCREWS AT 6" STAGGER LAG SCREWS W/SCREWS SIMPSON LTP4 @ 18" O.C. -- SIMPSON LTP4 @ 18" 17154 FROM LEDGER ON OPPOSITE U.N.O. ON SHEAR WALL O.C. U.N.O. ON SHEAR SIDE SCHED. WALL SCHED PROJECT NUMBER BEAM, SEE PLANS 8 2 2 . ©2018 OTAK, INC. �--� 1-9� CORRIDOR BEEAM W/ LEDGER � 10 VESTIBULE WALL AT 2HR FIR E RATING 11 2HR WALL AT OPENING/UNIT 12 TOP PLATE STEP AT EXTERIOR/CORRIDOR WALL If this drawing is not 24'x 36", it has been — — — — — -- — reduced/enlarged Scale accordingly. �8.2_2._) 1" = 1-0" 58.22 l 1" = 1-0" 58.22 1" = 1-0" 58.22 i 1" = 1-0" ., Otak SIMPSON A35 TOP & BOT, - --- STUD WALL FRAMING, OF BLKG, EA. END - SEE PLAN Otak Architects, Inc. EXTERIOR MODIFIED BALLOON-FRAMED WALL GYPSUM SHEATHING, 808 SW Third Avenue, Suite 300 SEE PLAN Portland, OR 97204 (3) 16d TOENAILS EA. SIDE / main 503.287.6825 \ OF BLKG TO STUD NN:N4h1/4, : ,,, � www.otak.com EXTERIOR MODIFIED �, FLOOR SHEATHING, BALLON FRMED WALLr 1 \ r \ SEE PLAN -. &\., 7-1 r ,• Ali • _ ,,,_ . I, ip 4 -,II" SIMPSON GA1 FROM TOP IFINI N ���� ���� PLATE TO 6x12, BOTH • SIDE OF WALL G. `\ STAIR LANDING JOIST, SIMPSON CS16 FROM �. = SEE PLAN 'EXPIRES: 14--- ICI INTERIOR PLATFORM `— SIMPSON GA1 FROM TOP PLATE TO BLOCKING FRAMED WALL W/6x12, SOLID 6x10 BLOCKING \ 3-29-2018 TOP PLATE TO BLKG. SEE 11 S8.22 BETWEEN STUDS AT TOP FLANGE HANGER, STAMP ---/\/-- LEDGER ATTACHMENT SEE PLAN LSL BLKG BELOW — L — INTERIOR PLATFORM FRAMED WALL W/(1) PLY • -- 2x8 LEDGER W/(2) 1/4" DIA. x 6" LSL BLOCKING LAG SCREWS AT 6" O.0 STAGGERED PROPERTIES LLC ---., ,kip 1 I TOP PLATE STEP AT EXTERIOR TO INTERIOR WALL AI TOP PLATE STEP AT 2HR WALL 3 • STAIR LANDING LEDGER (2HR FIRE RATING) 1" = , — at kw S8.23 1 -0 Smith r+, 58.23 f '�" = '�'-Q" S8.23 1" = 1'-ta'� - Schneiderg. inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT CO I— z w Cl) 2 I— F Z ct w a_ M Q H Q Q w < 0 0 CO Iz 0 CI Lu UJc J YN w Za u-mims. LI=O oCt w ') o:: 0 = oQ o a) NI- LI- TITLE LTITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 a 23 ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. DOUBLE 2x PLATE SHEAR WALL EDGE SHEAR WALL EDGE NAILING. SEE SHEAR NAILING. SEE SHEAR WALL SCHED. DOUBLE 2x PLATE WALL SCHED. (2) 10d AT EA. TRUSS Otak PROVIDE SHEATHING BOTH SIDES OF TRUSS. PROVIDE SHEATHING 8d @ 6" O.0 EDGE NAIL 8d @ 6" O.C. EDGE NAIL BOTH SIDES OF TRUSS. EXTEND TRUSS END - TYP ROOF EDGE NAILING VERTICAL MEMBER --- (2) 10d AT EA. TRUSS TO FORM PARAPET& EXTEND TRUSS END - TO FOR +/-82 a�� VERTICAL MEMBER \ 8d @ 6" 0.0 EDGE NAIL Otak A:::itects Inc. (�=' TO FORM PARAPET& �_ ' 10d TOENAIL AT 6" O.C. ' 8d 6" O.C. EDGE NAIL ROOF EDGE NAILING PSF WIND LOAD • a @ (6) 10d NAILS AT EA. TYP. ROOF 808 SAvenue, Suite 300 = DESIGN FOR +1-82 U - TYP. ROOF SHEATHING, ROOF EDGE NAILING PSF WIND LOAD ! 0 ROOF EDGE NAILING ENQ OF BRACE SHEAR WALL EDGE U SHEATHING, Portland, 6825 ¢ (3) 10d AT EA. SEE PLAN SEE PLAN TYP. ROOF SHEATHING. www.otak.com NAILING, SEE SHEAR �u a TYP. ROOF SHEATHING, SHEAR WALL EDGE ¢ - -7 BLKG., TYP. - 2x6 BLKG. BETWEEN - SLOPE, SEE uu -' -'��`'w o SEE PLAN ' SLOPE 3 10d TOE NAIL TRUSS WALL SCHED. co SEE PLAN NAILING, SEE SHEAR w -' �' / TRUSS. TYP TOP & ( ) 2x8 CONT. BLKG. SLOPE, SEE ARCH. WALL SCHED. SLOPE, SEE ARCH. BOT OF BRACE ARCH. SEE ARCH. \ _ TO PLATE � ��*"ti/ BETWEEN TRUSSES 2x8 CONT. BLKG. - . % - TRUSS BLOCKING ------ - ------- -.--- - .. . � "_...... __�_. ...,. 1 S' �" 1 N F �`�i • FI BETWEEN TRUSSES ��, A5 REC2'D BY MANUF V t • F SIMP A35 ANGLE @ I I „ ►,F ?' . . ..... .... . __.,...F.....,. -L, - 1 I / `1/4.444 e �A�. 24" O.C. U.N.O. ON II <1 SIMP A35 ANGLE @ 24 ;�-il - N - - - SHEAR WALL SCHED. /1/` 0.C. U.N.O ON SHEAR `� �� \ v.p. WALL SCHED. Q , '-' 2x BLKG. BETWEEN _ ci o TRUSS OVER SHEAR ROOF TRUSS '� TRUSSES 1 / GIRDER TRUSS 2x BLKG. BETWEEN 10d @ 6" O.C. �O WALL- DESIGN FOR 300 BY OTHER �`�D etlP ,, T.O. PL. __ - BY OTHER TRUSSES SEE ARCH. :Y` 1 �� e , PLF �� T.O. PL. RN 1'. \ /' _ SEE ARCH. 1 2x6 BRACE AT — 10d TOENAILS AT 6" O.C.N =� SHEAR WALL EDGE - \ HANGER BY -� 6-0 O.C. TYP. U.N.O. SHEAR WALL 3-29-2018 \ SHEAR WALL EDGE -- _ ___ SCHED. TRUSS BLOCKING AS STAMP NAILING. SEE SHEAR X i� , TRUSS MANUF. \ \ - - - WALL SCHED. /'• / \ NAILING, SEE SHEAR \ / - x x < , ` REq'D BY MANUF. (ADD'L H7Z AT GIRDER TRUSS) / \ WALL SCHED. X \N x x f// / \ �+ ROOF TRUSS A TRUSS BLKG. - SHEAR WALL EDGE NAILING, 1 10d TOENAIL AT 6" 10d TOENAIL AT 6" N. BY OTHER BETWEEN TRUSSES, / SEE SHEAR WALL SCHED. - r I .,- O.C. U.N.O. ON SHEAR 10d @ 6" O.C. SEE 111 S8.31 WALL SCHED. O.C. U.N.O. ON SHEAR A35 ANGLE AS NOTED -- / WALL SCHED. ROOF BUSSES BY OTHER ON SHEAR WALL SHEAR WALL EDGE DBG PROPERTIES ROOF TRUSSES BY OTHER NAILING, SEE SHEAR (2) 2x PLATE, FOR - SHEAR WALL SHEATHING, HEADER WHERE - H2.5A AT EACH TRUSS SCHED. WALL SCHED LAP SEE 21 S8.21 SEE SHEAR PLANS LLC OCCURHEADEWHERE TRUSS (ADD'LT EACH ' OCCURS, SEE PLAN _y/�_ (ADD'L H7Z AT GIRDER TRUSS) �'--- SHEAR WALL SHEATHING, OCCURS, SEE PLAN H7Z AT GIRDER TRUSS) ' (2) 2x PLATE, FOR - SEE SHEAR PLANS � __IV2x INT. STUD WALL, SEE SCHED. ,�4 f EXT. SHEATHING. SEE EXT. SHEATHING, SEE (3) 10d TOENAIL LAP SEE 2/S8.21 SHEAR WALL PLANS - (2) 2x PLATE, FOR SHEAR WALL PLANS TRUSS TO PLATE 2x INT. STUD WALL, LAP SEESEE SCHED. Schneider 2x EXT. STUD WALL, -- 2/S8.21 2x EXT. STUD WALL, - \\- (2) 2x PLATE, FOR Smith ,t* SEE SCHED. 2'-0"MAX. SEE SCHED. LAP SEE 2/S8.21 Inc. Engineering. 3141 WALNUT STREET, STE. 203A r ., -- ROOF TRUSS PARAL. TO EXT. WALL 2 ROOF TRUSS PERP. TO EXT. WALL 3 ROOF,TRUSS PARALL TO INTERIOR WALL DENVER, COLORADO 80205 4 ROOF TRUSS PERP. TO INTERIOR WALL 720.904.1234 www.essdanver.com S8.31 ., 1 ' = 1'-0" 58.31 1" = 1-0" S8.31 1" = 1 -0 S8.31 1 = 11-0" CONSULTANT 2" 4" 2" - ■!p■ WALL SHEATHING, SEE PLAN OVERBUILD FRAMING, SEE ARCH TYP. ROOF EDGE NAILING BEAM, SEE PLAN 2" 4" 2" '� fig �- GUARD RAIL BY GUARD RAIL BY OTHERS OTHERS WALL EDGE NAILING, SEE PLAN 111110111 WALL SHEATHING, OVERBUILD FRAMING, SEE ARCH I CONCRETE TOPPING, ROOF SHEATHING, SEE PLAN -- SEE PLAN O f f SEE ARCH 10d TOE NAIL @ 6" O.C. - I - TYP. FLOOR EDGE NAILING, U.N.O. ON SHEAR WALL I GUARD RAIL BY TYP. FLOOR EDGE NAILING, 0 I I 0 FLOOR SHEATHING, PLAN SCHED. -------- SEE GUARD RAIL BY '� OTHERS / OTHERS SEE PLAN 1 I MAX THICKNESS=2 112", I' 2x PLATE WITH 16d NAILS @ 6" O - SECTION A-A SEE PLAN 0,0. U.N.O. ON SHEAR WALL CONCRETE TOPPING, 2x PLATE WITH 16d NAILS 6" A-A SCHED. WALL SHEATHING, SEE PLAN ; X `��' @ TYP. FLOOR EDGE TYP. FLOOR NAILING, r O o MAX THICKNESS=2 112", O,C. U.N.O. ON SHEAR WALLSEE PLAN - TYP. FLOOR SHEATHING, `� SEE ARCH SCHED. NAILING, SEE PLAN / ,� SAWN LUMBER JOIST, SLOPE SEE PLAN PL318x8x9 114 PL BOTH 5EE ARCH. \ SEE PLAN SECTION A-A FLOOR SHEATHING, / TYP. WALL EDGE NAILING SEE PLAN , / , / FLOOR SHEATHING, SEE SIDES OF BEAM W/(4) e / l A-A SLOPE PLAN 112" DIA. THRU BOLTS v - - DOUBLE 2x PLATE, 5EE 21 S8.21 PL318x8x9 1/4 BOTH SIDES -- //, ' • olROOF SHEATHING, SEE PLAN` SEE ARCH. , ch T rOF BEAMWI (4) 112" DIA. e 4 L — ' N THRU BOLTS _ ' r- M WALL SHEATHING, SEE PLAN I— r[V 7-"".""-- Ms N Y I - r 1 - - f 1 1 (3) 10d @ EA. BLKG., TYP. �, G, ff1 - e ° II _ L A • • N :ITT _ .••,--, _ M il V j �( a: 2x PLATE W1 16d NAILS @ 6" �I ,If 11� 2x6 BLKG. BETWEEN O.C. U.N.O. ON SHEAR WALL W 4.. WELD GUARD RAIL FULL TRUSS SCHED. , ,,r, � DEPTH OF PLATE \ \\s\ WELD GUARD RAIL FULL �'� _ _,/ ' FLOOR JOIST FRAMING, (6) 10d NAILS @END - TYP. ROOF EDGE NAILING, DEPTH OF PLATE (2} 2x8 RIM BOARD SEE PLAN OF BRACE SEE PLAN W E- - FLOOR JOIST FRAMING, TOP FLANGE HANGER, - lr \ (2) 2x8 RIM BOARD SEE PLAN / - r: CL i SEE PLAN SIMPSON A35 FROM �' SOLID PACK AS REQ'D M < H2.5A BOTH SIDES OF JOIST 7‘ � � 2x BLOCKING - --✓��-- BLOCKING TO EA. STUD 1 It + 't .-/ GLULAM BEAM, SEE PLAN , _ �, \ DECK JOIST, SEE PLAN �' STUD WALL FRAMING, �, SIMPSON A35 @ 24" O.C. U.N.O. ON SHEAR WALL SIMPSON A35 FROM SEE PLAN PLAN J TOP FLANGE HANGER, \ BLOCKING TO EA. STUD 10d TOENAIL @ 6" O.C. • H2.5A BOTH SIDES 40 TO 60 DEG. 2x6 BRACE AT TYPICAL WALL EDGE Q SEE PLAN6" O.C., TYP. OF JOIST NOTE: DECK FRAMING SAWN \' LUMBWER SHALL BE PRESSURE - SIMPSON A35 �h NAILING CL I— DECK JOIST, SEE PLAN - NOTE: DECK FRAMING SAWN STUD WALL FRAMING. . GLULAMS SHALL BE -•- ROOF TRUSSES - LUMBWER SHALL BE PRESSURE SEE PLAN © 24" OC 2x8 LEDGER W/(2) 1I4" TREATED, BY OTHERS w 2x8 LEDGER W/(2) 1/4" TREATED, GLULAMS SHALL BE DIA. x 4" LAG SCREWS EXTERIOR GRADE V DOUBLE 2x PLATE 120 DIA. x 4" LAG SCREWS EXTERIOR GRADE GLULAM BEAM, SEE PLAN - @ 12"O.C. • SIMPSON A35 _ ---- iI @ 12" O.C. -- Cr) 0 STUD WALL FRAMING, 5 DECK WITHOUT CANTILEVER 6 DECK AT CANTILEVER LOCATIONS 7 HIGH ROOF FRAMING PARALLEL TO WALL SEE PLAN Q W N Z S8.31 1" = 1-0" S8.31 1" = 1'-0" 58.31 • 1" = 1'-O" J Y CV DOUBLE 2x PLATE Ill Z Q \ .' 8d @ 6" O.C. EDGE NAIL 12 TYP. ROOF EDGE NAILING TYPICAL ROOF EDGE NAILING (2) 10d @ EA. TRUSS _ LL _ W co w LL SLOPE, TYP. WALL EDGE / BEAM, SEE ARCH.:.__ TYPICAL WALL EDGE NAILING 4 BEAM, SEE PLAN O Q O SEE PLAN NAILING, SEE PLAN il►—tel: - ROOF EDGE NAILING, ' CZ 0 O NN _.._ 2x BLKG. / ..""■ H L.L. SEE PLAN " /� .. C516 x 18" BOTH SIDES OF SIMPSON A35 @ 24" O.C. I =,r -- • EACH WALL STUD J EXTEND TRUSS END U 1 ! VERTICAL MEMBER TO \.- ¢ _� 1 TITLE ...„4. FORM PARAPET& ROOF SHEATHING, / ./i ' ' STUD WALL FRAMING, SEE PLAN \ SEE PLAN I DESIGN FOR +1 82 psf ROOF SHEATHING, SEE PLAN - TYP. ROOF SHEATHING # DATE DESCRIPTION FACE MOUNT HANGER, =r • ROOF EDGE NAILING, SEE PLAN WIND LOAD -- FULL HT TRUSS BLOCKING • - SEE PLAN SEE PLAN _ 10d TOE NAIL @ 6" O.C. ° - TRUSS BLKG. BY TRUSS TYP. ROOF EDGE 10d TOENAIL @ 6" O.C. 7/'" �---�--.�, ' TYP. WALL EDGE I f ��'°' =--n=.o.-_ TYP. ROOF EDGE NAILING MANUF. DESIGN FOR 300 NAILING ROOF JOIST, • NAILING, SEE PLAN a 0 PLF SHEAR LOAD SEE PLAN H2.5A BOTH SIDES OF —/ ROOF SHEATHING, SEE PLAN - ° °°� / .w..9o„ TYP. WALL EDGE "- PROVIDE A TRUSS VERTICAL JOIST 'V ° NAILING, SEE PLAN AT BLKG. LOCATION, TYP. # SIMPSON A35 @ 24" ° ° O.C. U.N.O. ON SHEAR 1 - - .i.....__. _� 1°° ° / � I f WALL SHEATHING, SEE PLAN WALL SCHED. 2x8 CONT. BLKG. BAN ° °° ° i /' / ( 1 TRUSSE=S - TRUSS BLKG ° L —/ 10d TOE NAIL AT 6" O.C„ I \ P° co>N., ° _ UN.T00 O. ON SHEAR WALL 10d TOENAIL AT 6" O.C. \H2.5A @ EA. TRUSS WALL SHEATHING O SCHED.cii REVISIONS (H7Z @ GIRDER TRUSS) BOTH SIDE OF _ �_ __/\../ -� PARAPET, SEE PLAN , ° At T.Q. PL. /. ' ' 1-`.• \ ° _ �/�- ��� SEE ARCH \ [,_ ' ° m0 \ 56,JD TDS ROOF TRUSS BY OTHER z - SIMP A35 ANGLE AS DRAWN BY CHECK BY 2x BLOCKING BIW i •-- NOTED ON SHEAR N / TRUSSES \ WALL SCHED. TYP. WALL EDGE 10d TOENAIL @ 6" O.C. H2.5A BOTH SIDES OF v PERMIT SET NAILING, SEE PLAN T TRUSS I CS16 WRAPPED OVER u 7 STATUS _L:\\-- TOP OF BEAM j ,` 1 �j lr It /1 jr,1---,Aii 03.29.2018 ROOF TRUSSES BY SIMPSON A3524" O.C. TYP. WALL EDGE S O @ C \ / DATE OTHERS NAILING, SEE PLAN U.N.O. ON SHEAR WALLI SCHED. \ POST, SEE PLAN 10d TOE NAILS AT 6" O.C. - STUD WALL FRAMING, NOTE: USE TYPICAL WALL SHEATHING / 17154 BOTH SIDES OF WING WALL BETWEEN TRUSS BLKG. PROJECT NUMBER SEE PLAN DOUBLE 2x TOP PLATE _ �\ STUD WALL FRAMING, &VERT. WEBS OF SEE PLAN TRUSSES, TYP. STUD WALL FRAMING \-- STUD WALL FRAMING, 1I SEE PLAN \ • DOUBLE 2x PLATE \,,' S8 . 31 HIGH ROOF FRAMING PERP. TO WALL �--� � ©2018 OTAK, INC. S8.31 1" = 1'-0" ( 9 TRUSS CANTILEVER 10 HIGH ROOF AT WING WALL / 11 '\ TYP. ROOF TRUSS BLOCKING DETAIL 58.31 ) " " '" 8.31; 1 _ 1 -O,� If this drawing is not 24'x 36",it has been 1 = 1 -0 S8.31 1 = 1 -0 \ 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. i f L - - - - 2x BLOCKING BETWEEN JOISTS U.N.O. ON SHEAR WALL TYP. ROOF EDGE NAILING SCHED. > DOUBLE 2x PLATE WALL SHEATHING, SEE PLAN -' _ T. / Otak Architects, Inc. 10d TOENAIL @ 6" O.C. U.N.O. op= 808 SW Third Avenue, Suite 300 WALL EDGE NAILING, SEE PLAN / ON SHEAR WALL SCHED. \ Portland, OR 97204 �, / ROOF SWEATHING � _�- GYPSUM SHEATHING, SEE ARCH SIMPSON LUS HANGER - main 503.287.6825 ROOF EDGE NAILING, SEE PLAN www.otak.com GYPSUM SHEATHING, \ TYP ROOF EDGE NAILING _ 3 / SEE ARCH. ,,, __.... .. .. .._.__� WALL EDGE NAILING, SEE PLAN \ 3 Ep PROT .. N. `M. _ — �j I \ ROOF SHEATHING, SEE PLAN • ROOF SHEATHING t�' I N �` � — /� SOLI p PACK AS REQ'D — � � \ a � , $. - FP j 3 . L / r-� (2) PLY TRUSS - r,'i �, m.. 7.�1 ,.froill OVER WALL<:\:\\\\:\\\\\\\\ _ — Vii/ . XXt. E SOLD PACK A5 REQ'D -SIMPSON A35@24" / — i• LERE ! IWALL PLAN _ i 3 / , a.N xx \ 3 29 2018 /u1 � STAMP �� _ 51MPSON A35 @ 24" / _. O.C. U.N.O. ON SHEAR ;' / WALL PLAN 1 1 : \ L HANGER BY TRUSS MANUF. ROOF TRUSSES BY OTHERS �� — (2} PLY GIRDER TRUSS DOUBLE 2x PLATE \ X �� /� •• 7' XX f DBG PROPERTIES WALL EDGE NAILING, SEE PLAN \, LLC HANGER BY TRUSS MANUF. \ ROOF TRUSSES BY OTHERS 10d TOENAIL @ 6" 0 C. U.N.O. - / -_..\/\__ - �- _. _ ; ON SHEAR WALL PLAN \ (2) PLY GIRDER TRUSS ----- - - WALL EDGE NAILING, SEE PLANA WALL SHEATHING. SEE PLAN �' STUD WALL FRAMING, SEE PLAN 10d TOENAIL @ 6" O.C. U.N.O. --- S Schneiderl+ ON SHEAR WALL PLAN DOUBLE 2x PLATE Engineering, Inc.Inc. 3141 WALNUT STREET, STE. 203A STUD WALL FRAMING, SEE PLAN DENVER, COLORADO 80205 1 ROOF HATCH FRAMING 2HR FIRE WALL 2 `, ELEVATOR HIGH ROOF 2HR FIRE WALL 720.904.1234 www.essdenver.com $.32 V = 1'-0" \,. S8.32 1" = 1-0" / CONSULTANT 1'N, wo I 3116 1 HSS 4x2x114 b I I f 1 3/16 / I H55 4x2x114 b oMETAL PANEL MAX. . 1 Hi------' SELF WEIGHT= 20 PSF, SEE ARCH 1 H55 4x4x114 @ _ P'it:*'il ADDITIONAL BLKG, 10'-0" O.C. MAX o METAL PANEL MAX. \ - \/F- N DOUBLE PLATE AT TYP HOIST BEAM, SEE PLAN SELF WEIGHT= 20 I - HSS 4x4x114 @ o S DEED POSTH EXTERIOR TRUSS BEARING PSF, SEE ARCH - 10'-0" O.C. MAX \ I __ . NOTE: WRAP C516 K -- -: CONDITION r� (n ��/�"/ W o 1 F-0 T AROUND CORNER _ ,I I 3" I/ _ ^ Z 0 l IIc 0 l • 1 112„ w CS16 FROM TOP PLATE TO v ,% W 3 I I t Q BLKG BETWEEN STUDS, BOTH i 1 1121.-)` 1 '§ o I SIDES OF WALL (2) 318" DIA. x 4" LAG I-- I w SCREWS I 1"TYP. - � ¢ I 2 O CC - DOUBLE TOP PLATE AT TRUSS �\ F _ ' < CANTILEVER CONDITONSTUD I I FRAMINGLL I O I- `- o 0 o Q U f�- /1 T J / �� STITCH NAIL STUDS TO 1 f_-- POST WI(2) ROWS OF 0 0 BLKG. PANEL '� (2) 1Dd, TYP < STAGGERED �� 10d NAILS @ fi"D.C. J I BETW. TRUSSES L6x4x5116 x 3 112" 11141; L6x4x5116 x 3 112" \\\ W/ (2) 112" DIA. W/(2) 112" DIA. FLAT 2X6 BLKG. THRU BOLTS, TYP 3116\ THRU BOLTS, TYP 3116 BETWEEN STUDS �' -<TYP 11141( ❑ Q TYP 3/16/ 118" CAP PL 3116 1/8" CAP PL ___/' STUD WALL FRAMING, �/— �/— V SEE PLAN --\ C0 �- POST, SEE PLAN Q W CO Z N / 3MECHANICAL SCREEN W/ PANEL PERP TO FRAMING 4 MECHANICAL SCREEN 5 TOP PLATE STEP AT ROOF 6 ELEVATOR HOIST BEAM DETAIL W Q 58.32 1 - 1 -0 S8.32 1" = 1'-O" 58.32 1" = 1 -0 t S8.32 ) 1 = 1 -0 = O ROOF SHEATHING, SEE PLAN • W C/) 0 - DOUBLE 2x PLATE O ROOF SHEATHING, SEE PLAN TYPICAL ROOF EDGE NAILING - TYP. WALL EDGE NAILING = CD CD O TYPICAL ROOF EDGE NAILING — ir �, SLOPE, ' SEE ARCH. I WALL SHEATHING, SEE PLAN -- TYPICAL WALL EDGE NAILING TYPICAL WALL EDGE NAILING BEAM TITLE _,,.. �"," �� SEE PIAN 2 2x BLKG. TYP. ROOF EDGE NAILING, SEE PLAN 2x BLKG. I- # DATE DESCRIPTION STUD WALL FRAMING, SEE PLAN SIMPSON A35 @ 24" O.C. \ 0 114" DIA. x 3" SDS SCREWS INTO EA. 2x6 BRACE • ii STUD TOP & BOT. CHORD OF TRUSS SAWN LUMBER ///4 - ' `L-,.=, - \ \ FACE MOUNT HANGER, AT 6'-0" O.C. @ JOIST, SEE PLAN / 2x PLATE W/ 16d NAILS @ 6" O C. WALL SHEATHING, SEE PLAN SEE PLAN /— ROOF SHEATHING, SEE PLAN U.N.O. ON SHEAR WALL PLAN ROOF JOIST. SEE PLAN , DOUBLE 2x PLATE, r TYP. WALL EDGE NAILING, SEE PLAN �'P. WALL EDGE NAILING �. SEE 2/S8.21 H2.5A BOTH SIDES OF ++ , -- +++ ROOF SHEATHING, SEE PLAN JOIST - . -_ ROOF SHEATHING, SEE PLAN - _ + +\; _ _ ++ + ` WALL SHEATHING, SEE PLAN SIMPSON A35 @ 24" O.C. U.N.O. - DOUBLE 2x PLATE, SEE 2/S8.21NN . 2x6 STUDS,! r: 4Q (3) 10d @ EA. BLKG., TYP. / @ 16"O.C. FFG. T — ROOF SHEATHING, ON SHEAR WALL SCHED. ,/ 1'p s.� SEE PLAN REVISIONS 0 . tir— TYP. ROOF EDGE - - - n.....:. I 2x6 BLKG. BETWEEN 2x PLATE W1 16d NAILS @ 6" ROOF EDGE NAILING {3) 10d TOE NAIL NAILING, SEE PLAN TRUSS O.C. U.N O. ON SHEAR WALL SCHED. TRUSS BLKG / I 1 / N. FULL HT CONT RIM _ Author Checker -- H2.5A @ EA. TRUSS (6) 10d NAILS @ END TYP. ROOF EDGE NAILING, SEE PLAN 10d TOENAIL AT 6" O.C. H7Z @GIRpER TRUSS) JOIST WI{3) 10d DRAWN BY CHECK BY ( OF BRACE INTO JOIST PL. P-..- I. Y SEE ARCH. r SOLID PACK AS REQ'D - + + + __ + + + PERMIT SET l T ` I 10d TOENAIL @ 6" O.C. ,if ++ �► ++ + 10d TOE NAIL AT s-�� i STATUS I � 6" OC - JOIST, SEE 03.29.2018 SIMPSON A35 @ 24" O.C. PLAN TYP, WALL EDGE -� A �` U.N.O. ON SHEAR WALL (3) • I DATE NAILING, SEE PLAN T BLKG, TYPAT . 1 PLAN SHEAR WALL EDGE H2.5A AT EACH / 2x6 BRACE AT ROOF TRUSS BY OTHER NAfLING RAFTER 17 54 �` 40 TO 60 DEG, 6" QC., TYP, ' TYPICAL WALL EDGE 7. PROJECT NUMBER ROOF TRUSSES BY NAILING • - 2:6 BLKG BETWEEN TRUSS / . (2) 2x TOP PL, \. OTHERS ROOF TRUSSES - TOP & BOT. OF BRACE SSHEATHING • BY OTHERS �' �:` (6} 10d NAILS @ - - SEE 2/58.21 DOUBLE 2x PLATES8 . 32 STUD WALL FRAMING, - SIMPSON A35 • _._ _/\� ` END OF BRACE 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"x 36", rthas been S8.32 i 1" = 1'-0" S8.32 1" = 1'-0" 5$.32 1" = 1'-0" S8.32 1" = 1'-0" reduced/enlarged. Scale accordingly. V A LAMINATED STUDS -SEE DETAIL Otak SHEAR WALL EDGE NAILING • (2) 2x STUDS FOR EACH MST37, MST48 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. --7/ ./--- /- WALL& HOLDOWN, WHERE APPLICABLE, SEE SHEAR WALL FIELD I 1 MSTC66 (ALT: 4x6 AT 2X4 WALLS, 6x6 SEE ARCH 16d NAILS AT 4" O.C. TYP. SHEAR WALL PLAN NAILING, SEE SCHED. - PER MANUF. AT 2X6 WALLS) • IA d HOLDOWN PER PLAN /` N SHEAR WALL HOEDOWN POST PER SHEAR WALL SHEATHING J I 10/S810 AND 6/S820 ? Otak Architects, Inc. WHERE APPLICABLE, SEE / SHEATHING PER PLAN A0 PLAN °EQ'EQ kkil 1 808 SW Third Avenue, Suite 300 r WALL STUD, SEE PLAN _ •" ""' SHEAR WALL EDGE NAILING Portland, OR 97204 PER MANUF. 1 i main 503.287.6825 r — I 0 arikh _ _k I' Www.otak.com ■■ RUN SHEAR WALL �■ CONT. SHEAR WALL SHEATHING HHOEDOWN POST PERSHEATHING CONT. THRU WHERE APPLICABLE, SEE P w - - - - r r 10/5810 AND 6/S820 r BREAKS CAUSED BY SHEAR WALL PLAN I j �. (II'. PRQ ' • OJ INTERSECTING WALLS. �EQ.!EQ. �, // 1 / ! ��� G l N F• '-2r r ri w ill �a� 1 HOEDOWN PER PLAN � ,... HOLDOWN POST PER \_ TRIMMERS PER SCHED. IA B. - . �' ' LIJ .�, \� :::: 615820 / (NOT PART OF HOEDOWN POST) 1SHEAR WALL EDGE NAILING T %\ WALL STUD5EE PLAN . WALL& HOEDOWN, KING STUD PER SCHED. 8 ...� CENTERLINE OF _/ SEE ARCH �1 w SEE DETAIL 2158.21 WALL & HOLDOWN, _' " SHEAR WALL SHEATHING ADDED STUDS OR POST 'Qi�r/Q4,t+ SEE ARCH CENTERLINE OF WALL & --- WALL STUD PER PLAN AS REQUIRED BY 1015810 G. E HOLDOWN POST PER HOLDOWN, SEE ARCH 10/S810 AND 6/S820 / SHEAR WALL FIELD IA I EXPIRES: 13/31/ 19 f - SHEAR WALL FIELD NAILING, SEE SCHED. HOLDOWN PER PLAN DOUBLE STRAP _ WOOD STUD WALL -- - - PER MANUF. NAILING, SEE SCHED. WHERE REQ'D BY 3-29-2018 AT CORNER AT PERPENDICULAR WALL AT JAMB PLAN (APPLY ONE SHEAR WALL STRAP - MAY STAMP EACH ON INSIDE AND BE INSTALLED ON INSIDE OR OUTSIDE) A OUTSIDE OF BUILDING AT V CONTRACTORS OPTION ---1---e-11? ? 1 L (COORDINATE WITH ARCH) 1 TYP HOLD DOWNS I-2 TYPICAL STRAP DETAIL DBG P R O P E RT I E S 58.41 1" = 1'-0" \ S8.41 NOT TO SCALE LLC HOEDOWN SCHED. • �'i CS16 STRAP EA. - MECH. OR ELEC. PEN. SIDE OF PLATE HOLDOWN TYPE HOLDOWN ANCHOR MIN. ANCHOR Enayat r PROJECTION ABOVE MIN. POST SIZE PL SIZE Schneider � 1Smith ��� SILL OR TOP PLATE CONC. Engineering, HTT4, HTT5, 5/8"0 A307 OR SSTB24 3141 WALNUT STREET, STE. 203A 1 4I 1 ., HDUS, HD5B 5" (2) 2x6 OR (4)2x4 3/8x3x3 DENVER, COLORADO 80205 • HDU8, HDQ8, 7/810718" A307 OR SSTB28 6" (3) 2x6 OR 4x6 3/8x3x3 720.904.1234 www.essdenver.com HD7B CONSULTANT 1 HD98 7/8"0 A307 6" (4) 2x6 OR 4x6 3/8x3x3 1'-2" 1' - 2" I"` -_� HDU11, HHDQ11, HDU14, HHDQ14, 1"0 A307 7" 6x6 3/8x3x3 3 TYP, PLATE PENETRATION HD12 SHEAR WALL SHEATHING -. (2) 2x6 OR (4) 2x4 STUD PACK HD19 1 1/4"0A307 7" 6x6 3/8x3x3 58.41 NOT TO SCALE STHD STRAP, SEE SHEAR WALL PLANS Y • NO STRAP IF TRUSS HOLDOWN, SEE SHEAR — POST, SEE SCHED. & 5/S8.21 • CONT. THROUGH WALL PLAN & SCHED. TYP. STUDS, SEE CORNER ON ' SHEAR WALL EDGE SCHED FOR SPACING J/ CS16 x CONT. o SHEAR WALL EDGE -- NAILING TYP. ALL EDGES -/ NAILING ' AT PEN /� � HOOK STRAP V I I�r / STRAP ACROSS TOP TREATED PLATE ,., UNDER CONT. -I °°°° - 112" EXPANSION JOINT -.7-....,..-*_ REBAR L __ \_N- i J L- J - �� OR ALONG SIDE I i/i / x/ // /r // // /�-ri // // // // // // // // // // b . /- I I L. _.. ._ T r I -- EDGE FRAMING SHEAR WALL SHEATHING _ 1I2" EXP JOINT © pl & EDGE NAILING • A SLAB, SEE PLAN FOR REINF. EXTERIOR GRADE / •/ - CONC. SLAB, SEE PLAN CS16 STRAP I I ? V // /7 // // ///' // // // 4 ///i/%' // // //. b L ,1 / ilk \/ I I ! ZI - a ,7;\ a I I / SEE PLAN FOR \�� � ) cn 1 I t / T-• / i 0 FTG. REINF. I- ° Imml /� #4T&BAND@ 12" O.C. a0 `- ° .' _ a_ 44 I I 1 LLIf- 1 I I t __ L " F // /r 7/ 7/ 7/ i/7/riis�-_V //_7/) / 4,-,.;,, // // // / \ t / T.O.F. EL. • _b #4 DOWEL W/STD HOOK I I I , /�� I �:: SEE PLAN Q .a •` @ 18" O.C. ALT. HOOK / v • ^ ! �2OWEL O.0 ALISTD T. HOOKHOOK ����„/, : , �2„ CONT. FTG. BEYOND, a ° -, - •, ` DIRECTION z SHEAR WALL SHEATHING J MECH. OR ELEC PEN v I DIRECTION � T�RUIPAD REINF. G w ,; , .. . - . .�� � W IN SHEAR WALL \ . dM CC 2x BLKG. ABOVE & BELOW 2X BLKG. FOR 2 BAYS FLOOR FRAMING PL., SEE SCHED. WASHER ° ,,' /1/ OPENING & (1) STUD SPACING NAIL SHEATHING W/ 10d W/HEAVY NUT TOP & BOT. SEE PLAN Y� PAST PEN. AT 8” O.C. _T.O.F. EL. Lf. ° SEE PLAN e G • f. a_ Q 4 TYP. SHEAR WALL PENETRATION 5 RE-ENTRANT CORNER AT FRAMING ,; - I = , ;: i-•. SEE PLAN FOR 7 STRAP HOLDDOWN DETAIL Q ❑ S8.41 NOT TO SCALE g ; d_< ` _ b-- a — - REINF. S8.41 1" = 1'-0" CIS c 8.41 J NOT TO SCALE c_ a : CO _ ° • '4 •ILI Q . a _ -Y a d a a • tI i • 4 Y 1_ ° tea i• - �4 : r = N A .. ' L�.I z w r.d a . .. u ° HOOK ENDS OF I O 0 LONGITUDIANL �/ SEE PLAN BARS 0 L.1_ _- - - -- W u) Iz Q = W HOEDOWN, SEE SHEAR 6 EXTERIOR HOLDOWN FTG. r• p C/) WALL PLAN & SCHED. \ S8.41 1P-0"1" 1P-0"ON 6/S8.41 • / POST, SEE SCHED. ON 6/ S8.41 TITLE & 5/S8.21 TREATED PLATE - �/` # DATE DESCRIPTION -/\/ #4"Z" BARS @ 12" O.C. L J LI L___ J °° ALT. TOP & BOT. HOOK HOLDOWN, SEE SHEAR i)0' // // // // // // ,/,/ // 7/ r/ // // // // // /7 /7 7/// �/x1WALL PLAN & SCHED. -I ION 6/S8.41 ON 6/ S8.41 & 5158.21 POST, SEE SCHED. ��I - TYP. STUDS, SHEAR WALL SHEATHING POST, SEE SCHED. �� 1 SEE SCHED & EDGE NAILING - FOR SPACING ON 6/S8.41 & 5/58.21 �� - (3) #4 CONT. A 0 0 wi SLAB, SEE PLAN . TREATED 2x PLATE SHEAR WALL �� FOR REINF. �� EDGE NAILING I - TYP. ALL I • ° . a a e • _ _ x A ! ad' ° d .tl 4 ° J ' a SHEAR WALL SLAB, SEE PLAN HOEDOWNS ON - • EDGES AT PEN J L_-- --_-J L- _.. _- _ _ to �' _'"! '•'. .�.,. ;� :• d ° • .•_ ".� SHEATHING & / FOR REINF. POST STAGGER HEIGHTS OPPOSITE SIDES OF a - •,.4 a• a Y =�� _ • , _ d EDGE NAILING v. /7 /i // // / // /7-77/ �v /i // // 2'I7//7 - " // t ,� '-_'__ __\ •' a • • 4. _ a /_ gid.-� •.d �_,-. -4- :' //\\ SLAB, SEE PLAN Z -1 Ion r7 �� • • •a_ �.:°' d = a. �.�••' °d . . _ �\\ T.O.F EL. r- :. \ AL FOR REINF. REVISIONS p 0 _ • - ' s `-� .:. '... a = a ` °_ %��� TREATED 2x PLATE 4" DIA. MAX 1- I SEE PLAN /��� . ,• q a ° h I 4 ' • aim - \� �b ' " .i •- ) j PLATE, SEE SCHED. CS16 STRAP I MECH. OR ELEC �i I a . 4 .< ,_ ' _ a :° g a ;. . '■ • • a ° +� ` WASHER & HEAVY ! PEN IN SHEAR WALL. , . ..I..' 4 - 14 CONT. FTG. BEYOND • 1 . d _ _ •._ 1 �r` - NUT TOP & BOT. ONE PENETRATION 1 • • • d R �'_ ° lin SB,JD MS •I :C CONTINUE REINF. r> p{ / �` 0PER STUD BAY A5 Z :a . -��� °•, ,. _m. ,a THRU PAD FTG I ° • d I I SHOWN d < . L •d.R a _J . -0 . _ `� a ,_ _ ■� - DRAWN BY CHECK BY It 1 :_'',1, T.O.F. EL. Li 4_ a ep _ - - I SEE PLAN I I I / PERMIT SET 0 LU ,:o . , .• d -I_ Z j e .. I . :u..„- f. e _ STATUS �_ I cwn y' ., a Qa aa'.' PLATE, SEE SCHED. 'f 4• SEE PLAN FOR tfv -/ // i,)f/' „ /r „_,,,,,,i, ..„„ it /r i��/}C/i /i .a ;r_ ° . _ a _ .. a 4 9 WASHER WI H EAVY — Q . : ,: 4 ' 4- Y.'. : . -1! a ., -"- r•-J•• _ .• . f I ° :•.-e . . .-•_ -- . _ X . _ ' NUT TOP & BOT. PL., SEE SHED. - 7. w �. . ° �;�� REINF. 03.29.2018 ;' - ' • .a • U w T.O.F. EL. 1 d d ,d°. .4 - ♦ - �^ A°. a WASHER & HEAVY d .� w �- - _ DATE I • NUT TOP & BOT. <. cn SEE PIAN Z 1 <' d a 4 _ 4 9 b SHEAR WALL SHEATHING 2x BLKG. ABOVE & BELOW . �- `• d �d a 'a a SEE PLAN FOR FTG. i. g d:• 17154 OPENING & (1) STUD SPACING SIZE & REINFORCEMENT 4 4 _ a e, '• = PAST PEN. _ SEE PLAN - r w a . ' ' v FOR REINF. f a: PROJECT NUMBER co 1 7 SEE PLAN - HOOK ENDS OF SEE PLAN IF PENETRATIONS ARE 3" DIAMETER OR LESS, - - - - LONGITUDINAL BARS U NO BLOCKING OR STRAPPING IS REQUIRED SHEAR WALL PENETATIONS FOR / ©2018OTAK, INC. 1(] CORRIDOR CONT. FOOTING AllikDOUBLE HOEDOWN a@ CORRIDOR �8 PLUMBING/ELECTRICAL / INTERIOR HOEDOWN FTG. if this drawing is not 24'x36",it has been S8.41 / 1" = 1'-0" \ 58.47 / 1" = 1'-0" S8-41 1" = 11-0" S8.41 1" = 1-0" reduced/enlarged. Scale accordingly. EXTENT OF SHEAR WALL, SEE PLANS Otak F ROOF SHEATHING PER SON CLI PER SHEAR SCHED. FULL HT BLKG BETW. Otak A._\744rtcthi , Inc. � � ROOF FRAMING 808 SSuite 300 SHEAR WALL Y'\ OR 97204 EDGE (2) 2x TOP PLATE, TYP ATTACHMENT, TYP .287.6825 .otak.com SEE SCHED. . . ,+ SHEAR WALL FIELD STRAP OR HOLDDOWN, (1) 2x STUD (2) STUDSWHERE ` ATTACHMENT, TYP. SEE \� • • • • TYP SEE PLANS & DETAILS REQ'D, SEE � �' N ,,e /;" V Z SCHED. 1 1' _ SCHED • 8' • �A . LAP SHEATHING A FLAT •BLKG • > r, : k % MINIMUM OF 4" ONTO RIM H10 @ 12" O.C., p- r"-- _ �' BETW T,/ "'`� SIMPSON CLIP PER JOIST& EDGE NAILING TYP. /; STUDS '� 'a t�-� SHEAR SCHED. (NOT I . - - - - _ - . m 1 0D REQ'D IF PLY HAS 4" LAP ' P , 1• N / G. ONTO RIM) 0 `V' . - - rl - . ": . '2 . r": ___/ I WIRES: 12/31/ 11 P N> V1 } 3-29-2018 ry c J. - �.... �» t .. .. j.1- 1 4 • STAMP t 3x OR {2) 2x REQ'D AT :: , „ „tin.p.- PLY SHEATHING LAID PANEL - - j "��■ VERT. OR HORIZ, TYP " 1, _ - - SOME ADJOINING _ _ etrA r�---- SEE SCHED. • "� " ,� EDGES, SEE SCHED � �--. • ii FLAT 2x BLKG 2 1` EDGE FASTENER EDGE FASTENER DBG PROPERTIES AT •r ' 58.42 - �� 2x STUD, TYP 3/8"MIN. EACH SIDE OF JOINT, EACH SIDE OF LLC JOINT, STAGGERED EDGE FASTENER PANEL EDGES �� STAGGERED JOINT, STAGGERED (AS REQ'D) EACH SIDE OF HOLDDOWN, TYP SEE �� � _ PLANS & DETAILS Enayat a 4 a Schneider 1 SHEAR WALL — : , Smith yEn r EDGE - - ` 4 • _d ^ .. ° _". ANCHOR BOLTS, ncgineer ng, ATTATCHMENT, SEE SCHED 3141 WALNUT STREET, STE, 203A TYP SEE SCHED. DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT (-1TYP. SHEAR WALL ELEVATION 2\ TYP. SHEAR WALL EDGE NAILING (3/ TYP SHEAR WALL HORIZ JOINT 8.42 1/2" = 1'-O" S8.4) 3" = 1-0" 58.42 / 3" = 11-0n Z U) W I— M z I ' w Ce I— < < I CO ct 0 LTJ co ___I ..J ci"N Q W zrn W inlis = 0 0 LL Ct W u) w° Q = w � 0 _ I. � � CO TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 42 D2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. OtakI GENERAL INFORMATION I I CH. 6 - TYPE OF CONSTRUCTION I I CH. 9 - FIRE PROTECTION SYSTEM I I ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFECIENCY SPECIALTY CODE) I PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 FIRE-RATING RATING REQUIREMENTS FOR BUILDING ELEMENTS - TABLE 601 BUILDING FIRE DETECTION AND SUPPRESSION CLIMATE ZONE PER 301.1:4C .........._....."A. bik PROJECT DESCRIPTION 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 56 APARTMENT UNITS. OF COVERAGE Otak A 1 itects, Inc. AUTOMATIC SPRINKLER SYSTEM: YES 903.2.8&504.2 NFPA 13 WALL INSULATION (WOOD STUD)-ABOVE GRADE R-21 R-21 RATING RATING 808 S Third venue, Suite 300 BUILDING ELEMENT CODE PROVISION PROJECT ADDRESS REQUIRED PROVIDED ROOF-ENTIRELY ABOVE DECK R-20ci N/A P•'land, OR 97204 7890 SW HUNZIKER RD STANDPIPE SYSTEM: YES 905.3.1 CLASS I m-'n 503.287.6825 TIGARD, OR 97223 STRUCTURAL FRAME 1-HR 1-HR TABLE 601 EXCEPTION#1 www.otak.com FIRE ALARM SYSTEM: YES 907.2.9 THROUGHOUT ROOF-ATTIC R-38 R 60 BUILDING CODE EDITIONS BEARING WALLS907.2.9.1 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 ,, •,,k �' ° 2017 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS PARTITIONS-EXTERIOR SEE TABLE 602 11 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 X72 ACCESSIBILITY- NON-BEARING WALLS & NR NR TABLE 601 WINDOWS U FACTOR) 502.3 U-0.35 U-0.27 • •••IAN FL FLEA i=R fq ICC/ANSI 117.1 2009 PARTITIONS-INTERIOR VISIBLE ALARMS: YES 907.5.2.3 COMMON AND SECTION 504 REHABILITATION ACT OF 1973 PUBLIC AREAS 'i• • FLOOR CONSTRUCTION & WINDOWS (SHGC) 502.3 0.40 0.40 PfIRTAPI1),Q FAIR HOUSING ACT-DESIGN GUIDELINES SECONDARY MEMBERS 1-HR 1-HR TABLE 601 FIRE EXTINGUISHERS YES 906 NOTED ON PLANS, 75' FIRE SPRINKLER-NFPA 13 I ROOF CONSTRUCTION & MAX&2-A RATED WINDOW AREA LIMITATIONS 30% 30% OF 0 LESS THAN SECONDARY MEMBERS 1-HR 1-HR TABLE 601 1 CH. 10 - MEANS OF EGRESS I I CH. 3 - BUILDING OCCUPANCY OPAQUE DOORS 502.2.7 U-0.70 U-0.55 3/2912018 S R-2 RESIDENTIAL DOORS SHALL HAVE THE FOLLOWING RATINGS: OCCUPANT LOAD & EXITING STAMP OCCUPANCY CLASSIFICATION GROUP (S)) (310): UNIT DOORS IN CORRIDOR-20 MIN AND DOOR LABEL CURTAINWALL 15TOREFRONT 502.3 U-0.45 U-0.45 S-2 STORAGE • STAIR DOORS-90 MIN AND DOOR LABEL OCCUPANCY SEPERATION (508.4): R-2/S-2= 1 HR • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION SEE CODE PLAN SHEETS FOR OCCUPANT LOADS AND EXIT REQUIREMENTS. CURTAINWALL I STOREFRONT-DOOR 502.3 U-0.80 U-0.80 • CORRIDOR DOORS SHALL HAVE SMOKE GASKETING /�- CH, 4 - SPECIAL REQUIREMENTS NOTE: EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM PER 1029 512E AND DIMENSIONS TO MEET 502.4.1 - A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL - I I I EXTERIOR WALL RATING BASED ON FIRE SEPERATION DISTANCE - TABLE 602 REQUIMENTS IN 1029.2 ENVELOPE, INSALLED PER 502.4.1.1 - Lit ' 1-11-171-1-1 _ WALLS SEPERATING DWELLING UNITS SHALL BE OCCUPANCY SEPARATION: 1009.16 STAIRWAY TO ROOF: NOTE: IN BUILDINGS WITHOUT OCCUPIED ROOFS ACCESS TO THE ROOF FROM CONSTRUCTED AS FIRE PARTITIONS (420.2) FIRE-RESISTANCE RATING FOR EXTERIOR DBGP R 0 P E R T I E S (420) WALLS-R SED ON FIRE SEPARATION THE TOP STORY SHALL BE PERMITTED TO BE BY A SHIPS LADDER THAT IS CONSTRUCTED OF STEEL ISA MIN FLOOR ASSEMBLIES SEPERATING DWELLING/SLEEPING BABA (TABLE 602): CONSTRUCTION TYPE OCCUPANCY GROUP R-2 OF 30"BETWEEN HANDRAILS HAS A RISE AND RUN 12"MAXIMUM AND 4"MIN AND HAS HANDRAILS PROVIDED LLC DISTACE UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ON BOTH SIDES OF LADDER 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 503 I 5'5 X< 10': VA 1-HR 2. IN R-2 OCCUPANCIES WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER CONSULTANT SYSTEM IN ACCORDANCE WITH 903.3.1.1 THE LENGTH OF THE DEAD-END CORRIDOR SHALL NOT EXCEED 50 CONSTRUCTION TYPE USED & OCCUPANCY: TYPE VA, R-2 OCCUPANCY 10' s X< 30': VA 1-HR FEET W/ALLOWABLE Xa 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 SPRINKLERED PERMITTED 15% 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT GROUPS R-2 AT LEAST 2%, BUT NOT LESS THAN ONE, OF EACH TYPE OF PARKING SPACE PROVIDED SHALL BE ACCESSIBLE, SEE CIVIL PLANS FOR ACCESSIBLE PARKING STALLS,ACCESSIBLE CAR AND *AUTOMATIC SPRINKLER HEIGHT INCREASE(504.2) OPACCESSIBLE VAN STALLS TO COMPLY WITH ANSI117.1 SECTION 502 CH 11. GROUP R-EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH BUILDING IS ALLOWED TO HAVE UNLIMITED UPROTECTED ENINGS-ALL WALLS HAVE A FIRE SEPERATION SIGNAGE TO BE INSTALLED PER 1106.7.2 SECTION 903.3.1.2 MAXIMUM BUILDING HEIGHT IS INCREASED BY 20', MAXIMUM NUMBER OF STORIES DISTANCE GREATER THAN 20' INCREASED BY ONE. FIRE-RATING RATINGS FOR BUILDING ELEMENTS ACCESSIBLE UNITS (1107.6) ALLOWABLE AREA PER STORY: Aa = (At+ (At x if) + (At x Is)) 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 1559 ft)-0.25)(30/30) =0.75 1. ALL UNITS TO BE AT LEAST TYPE B ADAPTABLE DWELLING UNITS PER 1107.6.2.1.2, Is = INCREASE DUE TO SPRINKLERS=0 FIRE PARTITION 1 HOUR 1 HOUR 708 2. AT LEAST 2% OF UNITS TO BE TYPE A PER 1107.6.2.1.1. (UNIT TO UNIT) (56 UNITS x 0.02=2 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 CO Aa= (12,000 SF+9,000 SF) HORIZONTAL SEPARATION 1 HOUR 1 HOUR 711.3 (56 UNITS X 0.05= 3 UNITS) Aa =21,000 SF (UNIT TO UNIT) 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 Z BUILDING AREA SUMMARY (56 UNITS X 0.02 =2 UNITS) W 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 M >I- OCCUPANCY GROUP S-2 R-2 R-2(DECKS+ TOTAL PROVIDED: (1) 1 BEDROOM, (1)2 BEDROOM AND (1)3 BEDROOM. SEE CODE PLANS FOR LOCATIONS. PATIOS) (718.4.2) DRAFTSTOPPING IN ATTICS I'' Q *THOSE UNITS OF THE SAME TYPE, 1BR, 2BR, OR 3BR THAT ARE NOT ICC TYPEA UNITS WILL BE ICC TYPE B LEVEL 1 127 SF 14,545 SF 1,311 SF 15,983 SF DRAFTSTOPS ARE NOT REQUIRED PER OSSC 718.4.2 EXCEPTION 2. BUILDING IS EQUIPPED WITH AN NFPA UNITS HAVING THE SAME LAYOUT ONLY THE KITCHEN COUNTERS WILL STANDARD HEIGHT 3'-0"AFF AND IX CC 13 AUTOMATIC SPRINKLER SYSTEM THAT COMPLIES WITH OSSC 708.4 EXCEPTION 6. THERE WILL BE NO REMOVABLE CABINETS AT THE DENOTED FUTURE KITCHEN WORK SURFACE. LEVEL 2 127 SF 14,545 SF 1,311 SF 15,983 SF I< M (711) HORIZONTAL ASSEMBLIES I CH 15. ROOFS I O n LEVEL 3 127 SF 14,545 SF 1,311 SF 15,983 SF a HORIZONTAL ASSEMBLIES SEPERATING DWELLING UNITS SHALL BE A MINIMUM OF 1-HR FIRE RESISTANCE BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION w (f)RATED CONSTRUCTION a 0 LEVEL 4 66 SF 14,609 SF 1,311 SF 15,983 SF ROOF CONSTRUCTION (VA) CLASS B MCLASS B INIMUM 1505.1 0 (713) SHAFT ENCLOSURES Ci W Cr) TOTAL 427 SF 58,244 SF 3,616 SF 63,932 SF CH 17. SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND w..J N 0 SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAT 2-HRS WHERE CONNECTING FOUR STORIES DEFERRED SUBMITTALS Ill r• CQ OR MORE, SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS (713.5) W Z 07 !n SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE Immo D Et V COVER SHEET-A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING Um= I 0 Z (713.14.1) ELEVATOR LOBBY PACKAGES. W c a 713.14.1 EXCEPTION#4 I CH 29. PLUMBING FIXTURES I CO Q J EXCEPTION 4 ELEVATOR LOBBIES ARE NOT REQUIRED IN A BUILDING PROTECTED BY AN AUTOMATIC coCE} M SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. OCCUPANCY AREA REQUIRED PROPOSED H CO DWELLING UNIT (1) KITCHEN W/(1)SINK (1) KITCHEN W/(1) SINK (714.4.1.2) THROUGH - PENETRATION FIRESTOP SYSTEM TITLE (1) BATHROOM W/ AT LEAST(1) BATHROOM THROUGH PENETRATION SHALL BE PROTECTED BY AN APPROVED FIRESTOP SYSTEM INSTALLED AND WATERCLOSET, LAVATORY W/WATERCLOSET, # DATE DESCRIPTION TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 AND BATHTUB OR LAVATORY AND BATHTUB I 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 A6-O . 1 ©2018 OTAK,INC. if this drawing is not 24"x 36',it has been reduced/enlarged. Scale accordingly. R-2 COMMON PATH OF TRAVEL=41'-0" COMMON PATH OF UNIT 2 BED (TYP IN 1 BED UNITS) (MAX PATH TRAVEL= 38'-3" OLF 200 = 5 OCC TO RATED STAIR= 121'x•") (TYP IN 1 BED UNITS) 969 SF CODE LEGEND Otak EMERGENY EGRESS PATH, .-._._._1 I I STANDPIPE-TYP MINIMUM WIDTH OF EGRESS R-2 R-2 S-2 R-2 R-2 R-2 ......41111101111-411‹.1 166, Otak itects Inc. PATH IS 31-0". PROVIDE 1 LIDA PLANTER- FOOTCANDLE LIGHT AT FLOOR I I I t S-2 R-2 LEVEL. DO NOT EXCEED MAX TO ' EXTERIOR WALLS 1-HR UNIT 3 BED UNIT 2 BED ELEV MECH UNIT 1 BED UNIT 2 BED UNIT 1 BED . k MIN ILLUMINATION UNIFORMITY 808 Third 'venue, Suite 300 RATED PER OSSC OLF 200 = 7 OCC OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC { ELEC UNIT 3 BED RATIO OF 40 TO 1. EMERGENCY P, land, OR 97204 TABLES 601 AND 602 OLF 300 = 1 OCC OLF 200 = 7 OCC LIGHTING TO BE PROVIDED BY .in 503.287.6825 \ . 1246 SF 969 SF 22 SF 639 SF 969 SF 637 SF 61 SF 1245 SF BATTERY BACK-UP. www.otak.com _ =1 I 1 ) iiil .1_I!'v n,,.' __= w 1R.3�_ ..--. .p,K,.�y r . :nu IGrin'L:r'n II; - . . . ,�:_..` � EXIT ACCESS TRAVEL rill 1- �� ,,77:7-,K__ I ,�¢ Y ` �� is 'L' DISTANCE-250' MAX(1016.2) f C !� - ::.or il 1 - aj • - ;-r_.-.- 3--= _.- w: 1 �r _ - x%� .' COMMON PATH OF TRAVEL 1014.3 1,..,„„. .:_.L w F lillllYY, �tlIIIIW61 a _ex:. ._�i ._...-.- I N.r "'•ta.`'-'�r:�..;� °.n^^'_:,. ii I • _� Y_ __ I I� I I µ�II r- € , �: ._ ] (- - - - R-2- 125 MAX I Q1 i I ,..• ! r .s• lo r "• I I I'i j =s x x�� �' 1 f ; �_. A- 75' MAX rfi 372 11 _i BRIAN R.FLEENER 51 • : 1 I I i rs 1 .1._ . .1 - 1 1_ ._...,.Th' I it ......-. �aa I�, "i.. x __ _... # LOCATION S EXITING PER EXIT a a - • o 1 i.____._L. -----,Z:. r-. .,.. ,-•:1 r 1-._ _,-. " ; 1 I�� -� L.._'' -_1..: .. --_, ,- ...._.....- ' _.. : �..:.:-.-,.,-_ _.-''4 /.i �1 . . URTLAN OR OCCUPANT % A r - „ '' I I ►� i____�'-' Yi I I. i'""" I ' t i `- - �. ' FIRE EXTINGUISHER CABINET WITH FIRE ' _ r `1, 1 "I I - V/ x FEC , it---€ :,• ':• ,� r I _.. 7' - . -_r __ �.--- _ ' x ,� � %��€ I EXTINGUISHER SEE 141AX 8.11 J i:- �, K �_ = r--� - " 5E RY ' 3 14" -----•-'w"- , - _ w r --. ' I , „ 'w , __ Y NSO _. ....„ i I _ - T Y , f•--• 1163 - CE Y � r� � �:¢ ALARM UNIT ,, I Di5T� \ o " 3.......... OLF OCCUPANCY LOAD FACTOR ...Y" XIT s �,. _ . ' a /®� ,- i . ,r , � EPA ` " I `r t' � �. �/� T�, 3/29/2018 I TION .r,,,o,,:,,,� ( g ,r• " ..,,. I. "f I Y 1 4..., , � -,..wi5�� � Y }, •.._� ��.._..___'_..* .�:.nMA i�� t Yc�. I .- -L- x �/ ,.... OCC OCCUPANT LOAD STAMP CiP I 1 r '11 • : . __ICI 4 Y "r " _ r` ■ _. r .. ! ., _... �` _ - Al IEXIT SIGN 1 _ ' , 3 +�"---'--- I ; - r!. �• ',,,,:100111100, `" '', I r - -- I.' I I r\ € `�, iw `-.....- 1.,r � , tall '+`+:: 11 ® .� ! ff - Y ...... ti -Y a_ I r1/4„ r ►r � i i I-.__ r�w _ ►. .YI+rY brb P ! I J �p a . �� � ACCESSORY USE 8 HALL NOT BE MORE "® �Ar,t0r A r/o`�' C,...,,,...„,.....---1--„.,=-,..„. ..#770.... r. --,--- -- •t,' ./' ®/ `� 4 t' � 4 PI/I- r4i4r rr ,/�' fie: ,� R ��� r ,�r�' �'�Y ��; �. (ACC) .�. rd. �: �. : �� _�.>�.��,.�,� Lr� ORRIDOR �/1141"�: i.� € :�.���r#r; ��► �� ��Ao, ���� �.� i �� '�/� a ���:,_#_, .:Aro ��� ri:r:I" r THAT 10%BUILDING AREA OF STORY r` '-Z `�rr� ! 714 s•Pr wro iAr I� ir�r ��r r ILfr rr i► �r .� C�r_iirdro ,ar� I ri .I :A� [ I Ay 1 � I� �� �'/ � � �/ �.I®�®� I����® ` �� ���/l1P _�r',/ �,II®,�I. �IAr. ®® � �� ��I ��7�����®� �� i _o_ FDC FIRE DEPARTMENT CONNECTION _ - -'. r_ i.. r= _' __ '�..�` e.,.... 'Ai- .... ._ t- _ ' _ . r� i __ 'ri . . r r_ - - �I�` i` • v� f , ''P- ':v_; cr!...--',� �,'r-:'- i_-., 1 �..:::1 r . :I �w ",�"'w,r - - ,;� K/,, •'"tom._ I-... :.�. ,a. ''1'ti �f --- - T r,.r. ��,' - -.Y-_.' . .; r 0 .... ..+'ate.., i' f _.1 i.. 1 , I '. - __, _e , % I1IDAG PROPERTIES -_. in•�s'--L.•r... ' �,..,i _ � � Y tica,� � ,-i, _'.'".. �� �::' _/ �s�i __��..-.. �_/ _.»:� i f .\::',la,.,_, L I . i i�._I"..:: 1 'q_-p i yi �,,.., 1 i ._,.-. `} '�T ��� t • I n....,,,,,.1 I .. Y' `' Y ,"i Y �.� 11(k J •• i • ,�1 I;_�'. 1, 1 4`� I i " , ' € ,�--f LLC R-2 1 I I Il x �5$ "7 i • ^ , • --•--- PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS h I' _10 II IIS . t ! € UNIT 3 BED _ - -�--'l .0 I° W !€ 1 o : -.__ �'w- pl3 - I t ! F PROVIDE 20 MIN RATED DOORS AT CORRIDOR OLF 200 = 7OCC �' M - . . II " I- _ .. �- L. 11 h : . . Y Y ,a_ _L-_, _` l •, CONSULTANT 1245 SF 1 11 .,..., r 1 _..�: ... Y �........ ...,, �.f t. _ . �._ PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL M I ..naa C �, II I STAIR 17-1 --- Q ,, Y :.aL Y•r,".,..,._ I y •M'• ; ..,.,...-• 1.: ' ' ,r s C7 .). 1 k f " x� ome Y La,=I_ HEAD, JAMB AND SILL OPENINGS NGS TO HAVE GYPSUM AARE NOTRD PRATEDED O Ili I i __. • 1 t- 0 PROVIDE 2-HR RATED FIRE BARRIER. PROVIDE 90 MIN - i I ..,. 1 _f f"""'"- _._--- I�,.r •I k -- -}I Y _; f ,....' _I �""'""E __ ET•'-? .««., �. �---" ✓ it' a II r.... I �. 1! I L • I:::. .� ' ><:r I" . - ' . i _' I i •" j Y' t....... ! RATED DOORS ! I li i �._� , : , • F = II r 4.4.4, k , 0 ..,I ! I i f,''`'. tl , ,. I 1 F._ r 1 t II I E ! i Y ,. ! ! H 1 ., .pole" _. __ i„ a i____ _ _. _ € ti= _ �' . . ,u r =_ �_ ..=rr _ 'I CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE '1 - . . . __ • r_ . . _...-'-- ' i r ---•- ••- r W, ._- . . .int�.uel: .. € < , ' I . LL. .,L_._ . .. .- ----- I✓...:... I �] TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OFT E FLOOR OR ROOF OR DECK ABOVE ` ;, _ . . ,r * i •_ • a a,:...�1.��.. :r. - a .. AND SHALL BE SECURELY ATTACHED THERETO. FIRE - pill1... .�:' _ - i li 1J,S.._... lS _.. i I .. . ... .._. ._.- I , ....,..:., FDC CONTINUOUS THROUGH € , ..... F �. r. __._ -_.:_. _ -- : - : ,---1 , ,_-.., ---- - - _ , - - -- I CONCEALED SPACES. /+ -__- _ _.... .,..-_. ... I ._3 __ I`"""`."'"_1 r I t F I" S I I -t I I • I 1'""___�: E - , i I" __ I_...... __....I...'_._.._'_ .. • .,.__._ ....-_ ...«."I _. � ..., "-'k t -1- -'•-`I 1 E- -1__1-_3._t._... I__-.-. �, -,. '-�'i I I- __ ' i/ v'. I I I € _ ' ' I �� .....-.«.. ....,..,.-». ..- � .-_. � •- -_-I 1 - ..._- - - T € ._._ I _..-,i L - - 1 - 1 -'i 'i-i-I.. _ _- _ _ _ .«..� W I� _..�.1 - - - ! i 1 I ' I , _ ;- 1 I I- I• ._. r I - 1- I ( I 1. - i I : 1 I . . t , l, : € 3 , LID,4 PLANTER I 65 # i , III , I i t - -. LIDA PLANTER ! _ : , - : . , I_1 ; : ` :•, i -' � LIbA PLANTER =i : . }_..` , ! t 1 ,-.._. I I . LIDA I .. w_ , LIDA PLANTER ! ! I I i i 1 ----1.----1. I -' I I I ? 1------1 II I I 1 1 I 1 i III 1 ! f I 1----1 i I ' i -1 - -" FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE .1' ; !.,_....« -__ _ _ _^__ i -- _ ...__ ..._...__._....-. - -- ' - -- --- ---- --._.... . .......�___.,. --- _ _ _ L___ _ _.__._... __ - L _ ....- FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- COMMON PATH OF I R R-2 S-2 (ACC) R-2 R-2 R-2 R-2 RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING TRAVEL=47'-6" - STANDPIPE TYP ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED (TYP IN-3-BED UNITS) -----r- ,. NIT_1-BED FIRE..SP.RINKLER __MitZBED -TYPE A UNIT I._BEDI__TYPE.A UNIT 2 BED UNIT 3 BEp-TYPE.A THERETO BED U I KNOX BOX OLF 1200 = 5 OCC OLF 1200 = 4 OCC OLF'300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC I OLF 200 = 5 OCC i OLF 200 = 7 OCC 967 SF 636 SF 22 SF 968 SF 666 SF 969 SF 1246 SF 1 BUILDING 6 - CODE PLAN - LEVEL 01 `6-0.1 SCALE: 3132"= 1'-0" C\I OCCUPANCY SCHEDULE-BUILDING 6-LEVEL 01 NAME I LEVEL I NUMBER I AREA I OCC OLF I OCC LOAD r CD COMMON PATH OF TRAVEL=41-0" COMMON PATH OF GROUND LEVEL Z J (TYP IN 1 BED UNITS) (MAX PATH TRAVEL= 38'-3" UNIT 3 BED GROUND LEVEL 6-101 1246 SF R-2 200 7 LLIW TO RATED STAIR= 121'-4") (TYP IN 1 BED UNITS) UNIT 3 BED GROUND LEVEL 6-102 1245 SF R-2 200 7 UNIT 2 BED GROUND LEVEL 6-103 969 SF R-2 200 5 M w UNIT 2 BED GROUND LEVEL 6-104 967 SF R-2 200 5 .__I R-2 R-2 S-2 (ACC) R-2 R-2 p-2 p-2 @-2 /�CC R-2 UNIT 1 BED GROUND LEVEL 6-105 639 SF R-2 200 4 L UNIT 2 BED UNITR7 BED UNI1T 2 BED STORAGE�7 /', STANDPIPE-TYP 3 BED UNIT 1 BED GROUND LEVEL 6-106 636 SF R-2 200 4 W CO UNIT 3 BED UNIT 2 BED STORAGE UNIT 1 BED OLF 200 - 5 OCC UNIT UNIT 2 BED GROUND LEVEL 6-107 969 SF R-2 200 5 z EXTERIOR WALLS 1-HR OLF 200 = 7 OCC OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC - OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 7 OCC UNIT 2 BED-TYPE A GROUND LEVEL 6-108 968 SF R-2 200 5 ICE RATED PER OSSC 1246 SF 969 SF 22 SF 668 SF 969 SF 668 SF 969 SF 62 SF 1246 SF UNIT 1 BED GROUND LEVEL 6-109 637 SF R-2 200 4 TABLES 601 AND 602 UNIT 1 BED-TYPE A GROUND LEVEL 6-110 666 SF R-2 200 4 [� \ Ck 1 - UNIT 2 BED GROUND LEVEL 6-111 969 SF R-2 200 5 a W . . . I '1 UNIT 2 BED GROUND LEVEL 6-112 969 SFR-2 200 5 . . - . ,: : . - tl�:,�: -_LSC_ . ❑ :6u1.-�:� . � _ . .. - ..:I,I"LL'L'. .. . - , - .\, - - .• • ::ILYL,Li ill Fail ll:, '" ` �:-:__ Yi _ - Y _ _ - ,ni.:� 1 'u:,r Q 1 '�' UNIT 3 BED GROUND LEVEL 6-113 1245 SF R-2 200 7 __..• �' I ._. . : ...__._, 1 I _ III 73... STAIR Y `ko>J UNIT 3 BED-TYPE A GROUND LEVEL 6-114 1246 SF R-2 200 7 CI W Q - • _a I 1 _... . . . • r _ • . . _ . ,__I ." 11 _ -.-: ,......: _ - . . _.. _... .. ....:. r) GROUND LEVEL 6-U11 22 SF S-2 300 I -0 ` E 7.F _ .,,r = 1 ,� �.,,. _,.,:�., I. . I c I 's 11 ._. 11jii 3 = -: _ . " - �.�- - 2 " �-' ELEV MECH 1 Y co . I al: IIII i I_..._.._- 111 j .� 1 i" _ I 1 , s. 3 �11 I 1 1 FIRE SPRINKLER GROUND LEVEL 6-U12 22 SF S-2 (ACC) 300 1mimi Y IF 1 r- E i. r=" 1 .Ilii. pis/. //I �� . • 1CD Y ,I 111 E I i..,.. i szu n cc rA_ : Q I f _:k I 1` I F , I ,€ �; t I! 1 r, h r '�z i► -T 1 • ELEC GROUND LEVEL 6-U14 61 SF S-2 300 1 !� i 1 I :.._._,__._ ..,.. ' _.---..a ' I 1` _.__...._ •.' ' j! I: x, , - , /CJI', /III- ,.._...ti : I 1. I i� ,• ' I II 1 LL - I' i.� it 77 L---,1111.- W z .„. I mu mg . APII1 .--lq 1' _. •,Y,r. v, , t i rr lill r r II pi i Y '- :I x/�/r/� , g; 1 ;, .. ..r AIR�NIDTH 4-H41:- ( - EXIT WIDTH ST 0_a�__�a� «,a ._� 1 SENSORY .:. u,_� ." = .,, ,.,.:�._' 114" M II y _ . _ U ' �� . I I°.I.'.. .1 I' I OCCUPANCY LOAD 77 THE STAIR WIDTH SHALL LLI (n cc - r- ---I / ! " _. i I 1163 NCE _L._-.' t--1 - i -� x -'- ' " EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH "YY J El ALARM UNIT I D1STA - - 11 I EXITS PROVIDED 3 REQUIRED. SEE OSSC 4 ' EXIT SEPA ': Y -_ U� �- - _ ;_ .-t. ' -_..-. II ;� x .: Y -I OCCUPANCY LOAD PER EXIT= 77 13= 26 EXCEPTION 1005.3.1. GO -- 1 , I 3 , 1 , 3, • 9 �� r f Y�Y Y II II _ _ ..- 1 I i x 7,r,co„ :Y I jco I, MAX EXIT WIDTH REQUIRED= 65 x.32,== 2 - 13 -r I : , +'i- '" VII ■ -. Y ��1 I M. �`' I - Y.. -1 .`j_ - I �+ ' _ " I.,.,..,. CLEAR WIDTH PROVIDED „ I � -, ► ( f. > t. 1 r ,('''• �: _, r..».- ... . , A EACH EXIT DOOR- 34 -"� fog ` . I, �''t u I / I , _ r `Y T ll ' .y, ! IP, f ` i '1` ... r ? .i• - 1 I•, 5 ; "' •.L_ ` j rl::-E.,„y r , ... • TITLE i as li 1Y 11 l= a --,,.00.,;„41„- a _Y_i si is yy y i a r J l Y a l Ire g .;,.�s'�;. Ir, ,� �� . . _,�,f „„, t l�' „,„. ..,,�• ��*, ,"� ®% �/". �/♦ 's Ps � .� .��� ,��' CORRIDORs' 4 %. �� _ s .%� A,JJ� iti � ZAF /I► i.irr r rrrr�rw r rr ii or`ii .Iiff 4 � �®' ' �d�� # DATE DESCRIPTION 7 Ar . . 4071 Aer 9freOF .041,141240.17492011 - ',r',--- A___,,- _ ti r' .r . . . - r rr mow', r= �:,# ._- _ ___w it ..,,.. ,( .4 .IOTA r. w- // -- • oAt' ... : _. __ - _ >< ---- -_- �4 . - - r^-11 ., t:. Y ; t..� �Odi � .... .. ...� .: `_/" ,--.,._._._..._ f - � n "i -_• r� f y, '�"'n" �si:> it r'` � • : f t� � ICY _�M.t'�! r -�.r' I,.:., �.-...,u' =>f, i y / +i 1 ' # - � �. ' , !-. ,:. : - � �r -.,_ �{t�T, ., , € I -.I >'t .. Y e 'r". i , ,�I .�i • r - , : 1 �_ .-';-': / I. ;1 �-. ,yam.{, t f._.:j: r-1__......il-,,._- _1 . `. ' 'M s , r i �" ] r ) 1..x',:.2......,, t.,-• _ :' I .(v' .� wJ ="� „.„.,...- ..._, 1 ,'! "` , 1 �' �J -- „fir ':-:--1. .-.� I �! , " '1.1., lw: Vii: \._.'I r I" I �;�_ _ ) - ._ t K Y` I Y '�T_ ._ .II ,r... Y � i_ r _ ,,,1 . � OCCUPANCY SCHEDULE BUILDING 6 LEVEL 02 II L- -c I. ai�1 = r 171. ,,_ ,, . 11 t 14. a NAME LEVEL NUMBER AREA OCC OLF OCC LOAD &- -1 T :1 1� �€ �.-:._-..,..,,r'' r"s f::.f':.i rr�:ww �.l �� kt ;L w., _ y �: • '1 .44.�,t►i. .-.' II _i I ... I-..i _ r x / ....r ) \ LEVEL02 . II _.- .. ' II ��-._�_ ._ " [_-_-1:i L___O sa__i "_._..__:.�t.. .__ , . .'-=-1='._ 1.,.., .1 N ,:...-.. L..1 UNIT 3 BED LEVEL 02 6-201 1246 SF R-2 200 7 41 i in I . 1 S,/�i f , Y t »..1 !J .:I. I rx`" .� i " 1 ,, € E. . -w 1 .w_-.ILJUL UNIT 3 BED LEVEL 02 6-202 1246 SF R-2 200 7 / w,r.. j i 1i 1 R-2 0 = i.._ . Lr •_: 31-.'" _ i I - T. : UNIT 2 BED LEVEL 02 6-203 969 SF R-2 200 5 1 r ,►' rte``x -., s_ t f...... u UNIT 3 BED ! • I L 1 UNIT 2 BED LEVEL 02 6-204 969 SF R-2 200 5 ` II •/� �i x - 1� i �, i - - I i ' 1 -"i ••-;ii P UNIT 1 BED LEVEL 02 6-205 66$ SF R-2 200 4 OLF 200 = 7 OCC --- I i --- II ��.I Iii I .... 1 iµ �. _--, 1 I . I -- --- REVISIONS I ... II ...,ti aI = I ;•-E ` I 1 - " . _r? :Pt iYl'-'"".•.1 :' t t t •' i " I ; _ _ �i UNIT 1 BED LEVEL 02 6-206 667 SF R-2 200 4 1246 SF 4 �, ,... .�� .'1 1 I ;I 1 Y - 1 I" _.� i I *` t " ` I I ` , I l �- �/. • " ! ;•i ♦ ' - .N J ; i I \ L.... . I I t • 1 1 . I I 1 I R UNIT 2 BED LEVEL 02 6-207 969 SF R-2 200 5 J : ( _ ��..w.v, .".'sr.,:.�• ..>+a+.+...::. .. .u.m....�.-..ems. _ I.' _. , ..N:_ar - .. f___ -_I .. _ -.,._.�. _ .,.._� •. ,I. 1 } .,.....0 ._..-� . ....:,.a.. .._..F I ' 2.--.77-1 - STAIR 1 rt i - - Y - _. y 1 " Y - -' I r-::r_.I ! UNIT 2 BED LEVEL 02 6-208 969 SF R-2 200 5 o " I " - --- Ilk `�-� N. :rill lk ft_.___ a UNIT 1 BED LEVEL 02 6-209 668 SF R-2 200 4 Author Checker a i .._ ,1 ■ -.:a. . . ---:�_-.pari ■'. a _ ,-�. _ _ " . .� __.: Y .I " , = a f y.6:i::..-i. e a. - -^ , h Y Y Y UNIT 1 BED LEVEL 02 6-210 667 SF R-2 200 4 •• --"----_-...---- . . .I il.. . ..� � :� __ - - ,. . _:,---- DRAWN BY CHECK BY N • 1 1 1 UNIT 2 BED LEVEL 02 6-211 969 SF R-2 200 5 T UNIT 2 BED LEVEL 02 6-212 969 SF R-2 200 5 PERMIT SET / . R-2 p-2 �' /►fir•► p-2 ©-2 C- (ACC) R-2 p- UNIT 3 BED LEVEL 02 6-213 1246 SF R-2 200 7 STATUS COMMON PATH OF L 11 �7 L (ACC) R R S 2 (ACC R 2 UNIT 3 BED LEVEL 02 6-214 1246 SF R-2 200 7 03.29.2018 TRAVEL=47'-6" UNIT 2 BED UNIT 1 BED UTILITY UNIT 2 BED UNIT 1 BED STORAGE UNIT 2 BED UNIT 3 BED STORAGE LEVEL 02 6-U21 22 SF S-2 (ACC) 300 1 (TYP IN 3 BED UNITS) OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 7 OCC UTILITY LEVEL 02 6-U22 22 SF S-2 (ACC) 300 1 DATE STANDPIPE-TYP 969 SF 667 SF 22 SF 969 SF 667 SF 22 SF 969 SF 1246 SF STORAGE LEVEL 02 6-U23 22 SF S-2 (ACC) 300 1 17052 STORAGE LEVEL 02 6-U24 62 SF S-2 (ACC) 300 1 PROJECT NUMBER 78 EXIT WIDTH STAIR WIDTH A6.0 a 1 2 OCCUPANCY LOAD 78 THE STAIR WIDTH SHALL 2 BUILDING 6 - CODE PLAN - LEVEL 02 EXITS REQUIRED EXITS PROVIDED 2 2 MEET THE MAX EXIT WIDTH REQUIRED. SEE OSSC ©2018 OTAK,INC. A OCCUPANCY LOAD PER EXIT=7$12= 39 EXCEPTION 1005.3.1. If this drawing is not 24"x 36°it has been reduced/enlarged. Scale accordingly. 6-0.1 LE: 3 2'= 11-0" MAX EXIT WIDTH REQUIRED= 39 x X. = 7.$"CLEAR WIDTH PROVIDED AT EACH EXIT DOOR= 34" COMMON PATH OF TRAVEL=41'-0" COMMON PATH OF CODE LEGEND (TYP IN 1 BED UNITS) (MAX PATH TRAVEL= 38'-3" otak TO RATED STAIR= 121'-4") (TYP IN 1 BED UNITS) EMERGENY EGRESS PATH, ,.......0•00:41-611 L. \ PATH IS 3 0". PROVIDE MINIMUM WIDTH OF KESS R-2 R-2 S-2 (ACC) R-2 R-2 R-2 R-2 S-2 (ACC) _ R-2 FOOTCANDLE LIGHT AT FLOOR UNIT 2 BED STANDPIPE TYP LEVEL. DO NOT EXCEED MAX TO Otak A hltectS, Inc. UNIT 3 BED UNIT 2 BED STORAGE UNIT 1 BED UNIT 1 BED UNIT 2 BED STORAGE UNIT 3 BED MIN ILLUMINATION UNIFORMITY EXTERIOR WALLS 1-HR OLF 200 = 7 OCC OLF 200 = 5 DCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 1 OCC OLF 200 = 7 OCC RATIO OF 40 TO 1. EMERGENCY 808 S Thir. 'venue, Suite 300 RATED PER OSSC 969 SF LIGHTING TO BE PROVIDED BY ' rtland, OR 97204 TABLES 601 AND 602 1246 SF 969 SF 22 SF 668 SF 668 SF 969 SF 62 SF 1246 SF BATTERY BACK-UP- •in 503.287.6825 www.atak.com EXIT ACCESS TRAVEL -I �` ♦ DISTANCE-250' MAX(1016.2) I • i. I. " • r I ,i i /' - - - COMMON PATH OF TRAVEL(1014.3) 4._�} M _ II STAIR R 2 125' MAX ' +. I : -.. �i.� _... i - l .....,_..I wt II i - mnxa: ww n. ! .eywrr• -, kx ., r 2 - - _. • : .... I i[ i I . ,.,.. i t 17 I i ! °� �1 1 �+ _..., A- 75 MAX ,. I. • t E ;JI 1 - ryy .-. 1` I 1 :I rte_-- i I� ..` - F.- U' WO:" 1.;.vi`- 7 I i !- ) s._-w;l-_ .- II i I I ;;-' �;I -- �. - ! OCCUPANTS EXITING PER EXIT A.F 72Q L. L__ t! / -_.2 ; i I .. - X 2 5 w { o LOCATION AN LEEi 11 " SII. - ' „ L -... i_____..._._i -. " r- ._-____._.___-.1 1.-_-. ,..� - Lir- it --,arar '_ rte �� �___... I FIRE EXTINGUISHER CABINET WITH FIRE PCIR7LAN[? OR ; " _._ • /'� •-- " ri �-"'is I ,._. _..P i���� L. FEC EXTINGUISHER SEE 14/AX-8,11 ' " _ oo j si '.a " .:.: :.,,..",.._ .." i,...,,1 m�,we ..._ -....._ - ,...,.,, 11 JQ" „�..r r _d w_.,,,._,1 //A4'L- E OF 0 Mf! �f• .. _' _ . 311 II ' - OLF OCCUPANCY LOAD FACTOR :r:m li . '...._ 1 TI(-NDtS N`y 1 - - '-_._ '_ '•�' 3/29/2018171 .' X1T SEPAL _ , F + 7:_R, " �R m, :,..,,, 1 .�,.-. _• �. �-_ ~I �y- w _ OCC OCCUPANT LOAD STAMP ' y i +i it .. �•--- 11 ! ( II f f �� .. i EXIT SIGN J I I '• �. _ .. '_.-......h ■ - yr - = " .01,,omiarti 'www ,; i :II ". � { w T i'�""` i k M..___7!e._. 1 I i i :, i . : F"1 M lir .__r. ' I�, i "._.___rt-. M .r,- i { f .. ___ :-� jy; , �'j, ( . , 1 fII . lip 1. ,, ,, : li ,, �.a. �: t■ - ►• - y1 k� ACCESSORY USE 08 2 SHALL NOT BE MOREr • i. moi. s i. .i . i ._ __ -l .. .1 1" i. -' 1" ii r •�„ �' A' , _ � ./„ .ems ®. .! 4 .. ! 4 � � ,:,,. +�rl.. '� AC THAT 10% BUILDING AREA OF STORY f�� .�° p, �„ ., ®� ���/.�.® CORRIDOR.3y , �!'',, `4�� ��ei.` � . f��. ®����f.�/�/®'/�/.� ���� doberiett4r4 A'•"' !; 00 t - , � r :. �% - r�� ,�,- (�� tI FDC FIRE DEPARTMENT CONNECTION44.®" p,„ , :#0,0 te**r.�',I�,�//,0,iez zine iii -.�" ®.e ���/.IIl .r I . P I II f Y - - �_ u; _J f1�' I��i:� nnu { :: :. _ a -i i..- .t - P-' i s. t- i a� ! ' r i •S''-x .,.c.„ � _ -"=-.� .:�. (��, ! ' '.'r / ......,,,,a r1 1r, ^\ /.1.; :.._,...� j,.:' ,�i �.++ r .,7,. F -_.., ,, = >, , DB PROPERTIES r ll )) C '-u-c. ._( -�- °��I '" ,•1 E� w `, " r o . r ' 1 -- •, f" 1 1._ �•-'--- PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS LLC 1�._,__._ 0 - ; 11 '" I I • - , . z, 1 +y 1I4 ", 1 r. ( 1 "t I . I � I` :" # i" ra�1 w , /, x5 $6, ,10 4 rt PROVIDE 20 MIN RATED DOORS AT CORRIDOR 04 1s y�� ii • j PROVIDE 1-HR RATED FIRE LOAD BEARING WALL ALL ✓. 11 ... - •- �'` I �....,.-. " CONSULTANT Y !.._._.. r--� M. --�. ,� �.I�� • ' I ., I r '., " . ., x« ' _,. •� :i " 1» " :. .,__..., . lie } ---* ,.. �_y1 OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO ,, X ,: _ _�_.__.. 11 r ` ` ,; HEAD, JAMB AND SILL. OPENINGS ARE NOT RATED 11 r ICJ r: L: R-2 r I { 1►/��r/�a M I. L ( f. Lwnr-- - w M j '1 E. ^ I !-----:\" _ VIII,I��// .,_., -- f----- Z� «.1 -_.,_._ ' , -z - r ---- UNIT 3 BED • I :: I �rr.�.l moo { ; r _1 ... "� r_ "(� _I E ::::1----11 3 Jm IMdi { E " „ ; _ 14 • • PROVIDE 2-HR RATED FIRE BARRIER. PROVIDE 90 MIN OLF 200 = 7 OCC ,-31 ii , _ - il _ 1 . - ' - - i ,� I .►il►ivi • . �--E I RATED DOORS 1246 SF ! i f vi!��~= i1 Ji- I I I I CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE - w S 1 1 I ' II - , jt I ; -_ x .L-I_ I •-___^ __. .'.-.,., ... .,�.,:: :.i . a r " .. - _...>.«- i____...._� i I I "_',�..': »`�_. __.._...- I I _ .� - ., .._. ._.--'�-_..,I i i --..3 r._._........ , ..y,w... _ -.,!"___. ....._.._._... ..es...' _...,I -�-• .. I I ff . . : ,� rTOP OF THE FLOORICEILING ASSEMBLY BELOW TO THE � a � g • _ � ,.� w ... ri , _ ,, � � . �. � � . �---- UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE �rY.-ryIlliggill-Aii*". � til !;-__ • �� � I AND SHALL BE SECURELY ATTACHED THERETO. FIRE .iI.:, �.. . . .: . +rlri . , r, ';... . 1.," rr. , " r-. I. __. Y Y " BARRIERS SHALL BE CONTINUOUS THROUGH E = ++ _ - - [ 1 CONCEALED SPACES. C R-2 R-2 S-2R-2 R-2 FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE COMMON PATH OF (ACC) S-2 (ACC) R-2 R-2 FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- TRAVEL-4T-6" UNIT 2 BED UNIT 1 BED UTILITY UNIT 2 BED UNIT 1 BED RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING STORAGE UNIT 2 BED UNIT 3 BED ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED (TYP IN 3 BED UNITS) OLF 200 = 5 DCC OLF 200 = 4 DCC OLF 200 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 5 OCC OLF 200 = 7 OCC THERETO. STANDPIPE-TYP 969 SF 667 SF 22 SF 969 SF 667 SF 22 SF 969 SF 1246 SF 1 BUILDING 6 - CODE PLAN - LEVEL 03 I '6-0.1 SCALE: 3132"= 11-0" 0 CO r OCCUPANCY SCHEDULE-BUILDING 6-LEVEL 031 . CO NAME LEVEL 1 NUMBER I AREA OCC OLF OCC LOAD I Z 0 COMMON PATH OF TRAVEL=4V-0" COMMON PATH OF J (TYP IN 1 BED UNITS) (MAX PATH TRAVEL= 38'-3" TO RATED STAIR= 121'-4") (TYP IN 1 BED UNITS) LEVEL 03 Lil W UNIT 3 BED LEVEL 03 6-301 1246 SF R-2 200 7 W UNIT 3 BED LEVEL 03 6-302 ,1246 SF R-2 200 7 UNIT 2 BED LEVEL 03 6-303 969 SF R-2 200 5 I J R-2 R-2 R-2 R-2 R-2 R-2 R-2 STANDPIPE-TYP R-2 UNIT 3 BED UNIT 2 BED LEVEL 03 6-304 969 SF R-2 200 5 UNIT 3 BED UNIT 2 BED STORAGE UNIT 1 BED UNIT 1 BED UNIT 2 BED UNIT 2 BED UNIT 1 BED LEVEL 03 6-305 668 SF R-2 200 4 Z UNIT 1 BED LEVEL o3 6-306 6s�SF R-2 20D 4 EXTERIOR WALLS 1-HR OLF 200 = 7 OCC OLF 200 = 5 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC ROOF ACCESS/ OLF 200 = 7 OCC RATED PER OSSC 9fi9 SF SHIPS LADDER UNIT 2 BED LEVEL 03 6-307 969 SF R-2 200 5 � � TABLES E AND 602 1246 SF 969 SF 22 SF 668 SF 668 SF 969 SF 1246 SF UNIT 2 BED LEVEL 03 6-308 969 SF R-2 200 5 UNIT 1 BED LEVEL 03 6-309 668 SF R-2 200 4 [[ r • TLEVEL 03 6-310 667 SF R-2 200 4 =1 I. - . ,r • UNIT 1 BED W . , .. .., R = 1, mi _-` •. BED LEVEL D3 6 311 969 SF R-2 200 5 COW CIV� . _ L_.._ _ .__..._. Tr �1...__._.� � a 20 ! _� UNIT 2 BED LEVEL 03 6-312 969 SF R-2 200 5 O _ _� �1 1 { UNIT 3 BED LEVEL 03 8-313 1246 SF R-2 200 7 __ .r;r....".__ .__ . _- • ! I Ih ... ,.,�-,_ 11 - �; I !I .. UNIT 3 BED LEVEL 03 • 1 - i _i 6 314 1246 SF R 2 200 7 r � �_ YM i N U L I' I M I i s �._ I 1 - f- II X fL_ I '3f:�Ari�1. { i J N , . 1 i �I _...... .......k, i Irl-' . .. . �.f�►i�.� / I i I E _ f I - lotSTORAGE LEVEL 03 6-U31 22 SF S-2 (ACC) 200 1 N ti CO 0 ill 1 1 i i .' I!.._.-- I ! �.._. j 1 i III ' i a II ! , ' • ,: -- I MUM riI. ( I ;; 11 I ! i .-__-- I I iiz rr�i ___ 11 UTILITY LEVEL 03 6-U32 22 SF S-2 (ACC) 200 1 co I - is-tI 1 i; I t ' .IrI� i I' Z -S �� I • " i ! ._ 'iii vii - 03 6 U33 22 SF S C 200 1 =mom D CC - 1 ✓ 1 iii viii �.r -'7 i ; i I' /� STORAGE LEVEL -2 (A C) • i _- _-_,_.._ K. _. -- !-* """ 1 i �.:' -- 11 4 -- I j "SAM IIdgoilUs I STORAGE LEVEL 03 6-U34 62 SF 5-2 (ACC) 200 . I Z L „ J • ^• li'" o 111 I "! i '_ %I%/�� .._ � .- a. 78 E._ , -4 . _ 3.3..-..--i "4 CD "rl.-i -Ill: c____ 1 --------:4: -Nr--- --4 - • _a « �� " 111163,- 114❑}STANC 1 r c" { 'wily_ - �_. 1 ILLI �_.__._ w1 J ---� �;_, ! Rp,T10N _.. rl.,{.'.... ; ExIT WIDTH STAIR WIDTH C7 Q -�' ` EX}T SEPA .,.-, __.. ;" �» .. I ! ____-._ OCCUPANCY LOAD 78 THE STAIR WIDTH SHALL a) C� M i € j .. . _ il . ,r: r _ 11 i " I �/ r EXITS REQUIRED r ., �'� a r v.- II I+i _ "- _ ,»---W' I 2 MEET THE MAX EXIT WIDTH I` ICa - I r 1 I ! ! II %'.� `� . � a1 1 EXITS PROVIDED 2 REQUIRED. SEE OSSC • k{ 1row "' ' r t €•• OCCUPANCY LOAD PER EXIT=7812= 39 EXCEPTION 1005.3.1, y j 3 1{ ,,.ti ! I i /""\14 ";Ifur r it.: _7,,,,r_ �.,- . -i l iiiIltr i^ .'4 y Ts:_ N I , r 9"y -{ , :.� ." '- 11° I r 3 • , ri _ r = 7 MAX EXIT WIDTH REQUIRED- 39 x .2 - 7.8" TITLE ...t7 /411 ii:._`� vin; � ms '- ..- I �� ii i - � �l .T _ .0 -1K � - _../ ..% _w __ ___ __.� ,�" x•!49 . _ t0re ,�' ® '. div J/fC!'�.4 . /�iJi!'.irY .a`r riTA-- �'t� .� !! ,C - f� CLEAR WIDTH PROVIDED ► ♦ I^ �® � . �..+.r♦I��rr_e.+•.I��.• .�.I�1�����.,R.A� X11'• 04f-Asfrirfirefrilri.". ...(411,31,4".770-17.4;fril �� /�� n�1.�', } .,�, _, 5_,0•.Yee, �� ���.��.� �CORRIDOR-� 411.. yr su si ���� - ss Ari / ,���� ®��� ` �Off����� 4€1.#A. _ �� �4J .0`� r AT EACH EXIT DOOR= 34 # DATE DESCRIPTION �� ��"';r �' !'`�� ® _ �/... :• .,�� � /�j®` � s �� r'�".r1��%irk' `'AY", p .�V ,�-�. .i"If .® .//2'",�' rri". I '.�� ��17.047 ���,�. . �.M.A�'. ; .�i �,® ,�./,�� ,1 .1i 70.1 ..Orh1.®.5 � " t.�" •;"-:,, - I tl..u T• .„ .i 6'!? �n..I /f 1 r r, i ( --�• 1 ! 1 , '1", I _ i / , - , ` ‘,7"',': t.,:..-..',: ; �_ --'r; ..._.-.1 __,Y �..i r r I ....1 ._. `t :�1 " r l11F 'rc r7 ly �. :..� "� .'l J' -� { F .K-2, i-^-�i . ) �_-_ i N_i�._. {..�__ _.-•'--' :I . 1 .> :1v r k L p ' =',..._ .. . 1 -, _\.<.__. -. '€g[ _.,_,2t.,.._.._ 1 y..J C - `.1 '1 __._. x .._._. u!.-.._ 71 ' _-_.M ../ i{ 1 1._4,r:.., 3 ___._. -�, f. d, /,, �.',�.- �, ! I k.,_,... .,-t` `.1 ;/ ; i... 11 1� J' i '� _-_ .. 31 . 114 �- ..�{ s 'r. J �s1 �._.__:_ -'M .. . 3 I � .,moi.✓ 1 -I #: �� I . �� 25g 0" I 1 " OCCUPANCY SCHEDULE- BUILDING 6-LEVEL 04 a a I/6ar1 s' 0 5 .1 1 }I • III L,..,3 ,.,,j .. r J r 13= 8 _ , L _ s` - A �i W . -�OF 1 ..,► i �- 1 -.y .. {. a _ ._w_ . NAME OLF CC LOAD , • p, , L _ .... r r.r.nr.-. , {jr 411..n�_ I I IAA_i '..".. ' " �--1+ x._t_ ,�•....1 l_ \ LEVEL NUMBER AREA ! OCC O . .....,, ,,,.. k..........II -+ 1 1 I K,k " I ,,L... . . 1 ft I I + i ._ r " .x. IF_,; �.•,���, l LEVEL 04 _,� I v `.�A4 -• " ._,3� " ' , _ I ~' �T I UNIT 3 BED LEVEL 04 6-401 1246 5F R-2 200 7 R-2 k 1 -.r/I %,/ - M ..r I .. =€ "^ I / ' i,. " ..1 I rf � M AMR iii -3 1 _ ___..__. s :uM ._-- .. UNIT 3 BED LEVEL 04 6-402 1246 SF R-2 200 7 --i ---- I `e:.. ii iii .__......: ! I .. -_ UNIT 3 BED I I , Ari Aim I _ ! T S - r y 1 . 1 i -1 "r' UNIT 2 BED LEVEL 04 6-403 969 SF R-2 200 5 OLF 200 = 7 DCC r-----_ I I ( 1=-7 ! p I j UNIT 2 BED LEVEL 04 6-404 969 SF R-2 200 5 REVISIONS 1246 SF f I I j --- 1,:. __ 1 I + • _.._. _41. - .1 (41 �� UNIT 1 BED LEVEL 04 6-405 668 SF R-2 200 4 r _ - , /� ", I .4 - �:___ ';' I i , i _ . I; UNIT 1 BED EVE f_. i g , - 4 6 406 667 SF R-2 200 4 �.- + / w . _ _ �_ • - =' L= - -_ • ;r-- - ,- - i UNIT 2 BED LEVEL 04 8-407 989 SF R-2 200 5 I I'__-. • lk ' I ■ I--i . . t i. j • UNIT 2 BED LEVEL 04 6-408 969 5F R-2 200 5 Checker =r�. . ' w ,a ..t -_ - - Author _ • UNIT 1 BED LEVEL 04 6-409 668 SF R-2 200 4 DRAWN BY CHECK BY .,.. ... - F 1 I !E I I I UNIT 1 BED LEVEL 04 6-410 667 SF R-2 200 4 PERMIT SET R 2l 2 R 2 R 2 R 2 UNIT 2 BED LEVEL 0 4 6-411 969 SF R-2 200 5 COMMON PATH OF - - - - R-2 R-2 R-2 UNIT 2 LEVEL 04 6-412 969 SF R-2 200 5 STATUS TRAVEL=47'-s" UNIT 2 BED UNIT 1 BED UTILITY UNIT 2 BED UNIT 1 BED STORAGE UNIT 2 BED UNIT 3 BED UNIT 332 :13:EEE)3D LEVEL 04s-4131246F R-22Da703.29.2018 UIT3 LEVEL 04 6-414 1246 SF R-2 200 7 DATE (TYP IN 3 BED UNITS) OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 5 OCC OLF 200 = 7 OCC STORAGE LEVEL 04 6-U41 22 SF R-2 200 1 STANDPIPE-TYP 969 SF 667 SF 22 SF 969 SF 667 SF 22 SF 969 SF 1246 SF UTILITY LEVEL 04 6-U42 22 5F R-2 200 1 17052 STORAGE LEVEL 04 6-U43 22 SF R-2 200 1 PROJECT NUMBER A6.0 77 EXIT WIDTH STAIR WIDTH OCCUPANCY LOAD 77 THE STAIR WIDTH SHALL ■ 1 3 EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH ©2018 OTAK,INC. 2 BUILDING 6 - CODE PLAN - LEVEL 04 EXITS PROVIDED 2 REQUIRED. SEE OSSC N 6-0.1SCALE: 3132"= 1'-0" OCCUPANCY LOAD PER EXIT=7812= 39 EXCEPTION 1005.3.1. If this drawing is not 24"x 36",it has been MAX EXIT WIDTH REQUIRED= 39 x.2"= 7.8" reduced/enlarged. Scale accordingly, CLEAR WIDTH PROVIDED AT EACH EXIT DOOR= 34" ASSEMBLY NOTES FIBER REINFORCED, 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS. ADD CEMENTITOUS SIDING SHEATHING TO ASSEMBLY AS REQUIRED BY ot a k STRUCTURAL ENGINEER. WHERE A NON-SHEAR WALL 1x2 PT FURRING AT 16"OC FIBER REINFORCED, _ + _ EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, -.M111101110..4 Ilk SOUND BATT INSULATION IN r, I i CEMENTITOUS SIDING J I (3!4"VENT SPACE) PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON- °' BATHROOMS-FRICTION FIT ' ' 1x2 PT FURRING AT 16"OC r PLYWOOD SHEATHING AS SHEAR WALL TO PROVIDE CONTINUOUS FACE OF : • ! IN STUD SPACES (314"VENT SPACE) =_•_- I REQUIRED-SEE STRUCTURAL FINISH. Otak itects, Inc. ..- . ` WEATHER RESISTIVE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC ;4, r - f WEATHER RESISTIVE ;a BARRIER SECTION 718. 808 ' • Thin venue, Suite 300 - :- 5/8"TYPE 'X'GYPSUM BOARD BARRIER ' 'rtland, OR 97204 1. �C ' I • .-..- � ,� rain 503.287.6825 ° 4 _ 15/32"MIN PLYWOOD R-21 BATT INSULATION 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN www.otak.corn PLYWOOD SHEATHING AS I I SHEATHING -SEE STRUCTURAL i WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO REQUIRED-SEE STRUCTURAL 2x6 WOOD STUDS AT 16" PROTECT PIPE FROM FREEZING. ' I- i PLYWOOD SHEATHING AS `1 OC-SEE STRUCTURAL ` I; REQUIRED-SEE STRUCTURAL ' %A 4. PROVIDE ADDITIONAL FRAMING, BLOCKING, AND 2x6 WOOD STUDS AT 16" I • CAST IN PLACE CONCRETE I, i _ (2) LAYERS 5I8'TYPE'X' FINISHES AS REQUIRED FOR PLUMBING ACCESS 4 .°: : ; : OC-SEE STRUCTURAL .� 2x8 WOOD STUDS AT 16 I .a GYPSUM BOARD PANELS. WALL-SEE STRUCTURAL OC-SEE STRUCTURAL ? , • 518"TYPE X GYPSUM BOARD �"� i 518"TYPE'X'GYPSUM BOARD 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO BRIAN R.FLEENER I 5/8"TYPE'X' FIBER FACED -I SUPPORT SHELVING,TOWEL BARS, RAILINGS, AND ALL i ; I GYPSUM SHEATHING `I 518"TYPE 'X' FIBER FACED OTHER WALL-MOUNTED ACCESSORIES AND s • .. ; - , �' . ; `'W GYPSUM SHEATHING EQUIPMENT. POBTI Ahdt},OR •--2--/\. EXTERIOR �� L EXTERIOR INTERIOR ,• EXTERIOR 6. PROVIDE UL APPROVED THROUGH PENETRATION AND OF 0 INTERIOR INTERIOR MEMBRANE PENETRATION FIRESTOP SYSTEMS AS REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, 3129/2018 2x6 WOOD STUDS AT 16" OC IN LIEU OF 2x8 WOOD STUDS-SEE AND MECHANICAL PENETRATIONS IN FIRE-RATED STAMP 13B STRUCTURAL ASSEMBLIES, SEE AX8.11 TO AX8.12. CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR EXACT PENETRATION CONDITION 27~ CONCRETE WALL 24 1-HR INTERIOR WALL - IN UNIT BEARING 13t EXTERIOR WING WALL - FIBER CEMENT SIDING 4 I 2-HR EXTERIOR WALL - FIBER CEMENT SIDING 7. PROVIDE WATER RESISTANT TYPE-X GYPSUM BOARD - ASSEMBLY: N/A FIRE: NR STC: N/A i ASSEMBLY: UL-U305 FIRE: 1-HR STC:N/A I 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. f` ) r ,-1 -, BEARING BEARING BEARING 8. AX11 &AX8.12 FOR TYPCAL RATED WALL DETAILS. PROPERTIES l II.LC .------' FIBER REINFORCED, 9. PROVIDE SOUND BATT INSULATION AT BATHROOM CEMENTITOUS SIDING WALLS AND CEILINGS. SOUND BATT INSULATION-FRICTION / -- FIT IN STUD SPACES I1x2 T ROOF MEMEBRANE II SPACE)FURRING AT 16"OC CONSULTANT (3/4"VENT _--- RESILIENT CHANNEL AT 24"OC i 1x2 PT FURRING AT 16"OC I� C: ` ; /� SPACED VERTICALLY i WEATHER RESISTIVE (314"VENT SPACE} }�. BARRIER • 5/8"TYPE 'X'GYPSUM BOARD C• FIBER REINFORCED, r 15/32" MIN PLYWOOD CEMENTITOUS SIDING !I SHEATHING-SEE STRUCTURAL 518"GYPSUM BOARD - PLYWOOD SHEATHING AS - WEATHER RESISTIVE REQUIRED-SEE STRUCTURAL I BARRIER i R-21 BATT INSULATION-FRICTION 2x4 WOOD STUDS AT 16"OC / FIT IN STUD SPACES 2x6 WOOD STUDS AT 16" !' PLYWOOD SHEATHING OC-SEE STRUCTURAL ON BOTH SIDES / 2x6 WOOD STUDS AT 16" 5/8"TYPE'X' GYPSUM BOARD �� ' 2x6 WOOD STUDS AT 16" OC-SEE STRUCTURAL OC-SEE STRUCTURAL 11„------ ' 518"TYPE'X' GYPSUM BOARD Cn INTERIOR UNIT UNIT ROOF EXTERIOR INTERIOR EXTERIOR m 3B 2x8 WOOD STUDS AT 16" OC IN LIEU OF 2x6 WOOD STUDS-SEE M STRUCTURAL W C/) 27 NON-RATED FURRING 23 1-HR INTERIOR WALL - DEMISING 12 PARAPET WALL - FIBER CEMENT PANEL 3A 1-HR EXTERIOR WALL - FIBER CEMENT SIDING Q ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY: UL-U305 FIRE: 1-HR STC: 50-54 ASSEMBLY: N/A FIRE: NR STC: N/A iASSEMBLY: UL-U356 FIRE: 1 HR STC: N/A BEARING RAL TL77-138 BEARING Z CO Q ----- LAPPED, FIBER-REINFORCED, I— CEMENTITOUS � SIDING 4 SOUND BATT INSULATION IN � BATHROOMS-FRICTION FIT ��- i ROOF MEMEBRANE : 1x2 PT FURRING AT 16 OC f� , , IN STUD SPACES : ` (314"VENT SPACE) W I 1x2 PT FURRING AT 16"OC -- WEATHER RESISTIVE I- �� . 5/8"TYPE 'X'GYPSUM BOARD {314"VENT SPACE) BARRIER 2 r_ IC LAPPED FIBER REINFORCED, i ' 15/32"MIN PLYWOOD Imilm Z �C CEMENTITOUS SIDING SHEATHING -SEE STRUCTURAL O PLYWOOD SHEATHING AS U I WEATHER RESISTIVE REQUIRED-SEE STRUCTURAL BARRIER ( R-21 BATT INSULATION-FRICTION4:t FIT IN STUD SPACES 2x4 WOOD STUDS AT 1fi ) CL 16'' PLYWOOD SHEATHING t OC-SEE STRUCTURAL ON BOTH SIDES ' 2x6 WOOD STUDS AT 16" <IC U I . OC -SEE STRUCTURAL 5/8"TYPE'X'GYPSUM BOARD �— 2x6 WOOD STUDS AT 16" ❑ F— L OC-SEE STRUCTURAL 5/8"TYPE 'X' V♦ W 1.J_ GYPSUM BOARD C:1 Eij co LLI _:. 1 t P —J CNI INTERIOR INTERIOR ROOF EXTERIOR INTERIOR EXTERIOR Ili Z CD L.L. b O Z 26B 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x4 WOOD STUDS-SEE 0 STRUCTURAL W CO w❑ NON-RATED INTERIOR WALL 22 NOT USED 11 PARAPET WALL - LAPPED SIDING 2 1-HR EXTERIOR WALL - LAPPED SIDING = 2 Q J ASSEMBLY: N/A FIRE: NR STC: N/A i ASSEMBLY: N/A FIRE: NIA STC: N/A I ASSEMBLY: N/A FIRE: NR STC: N/A I ASSEMBLY: UL-U356 FIRE: 1 HR STC: N/A Illm BEARING LAPPED, FIBER-REINFORCED, TITLE CEMENTITOUS SIDING # DATE DESCRIPTION _ 1x2 PT FURRING AT 16"OC :a (3/4"VENT SPACE} 1x4 T&G VERTICAL CEDAR SOUND BATT INSULATION-FRICTION • ' - WEATHER RESISTIVE SIDING Ii_______----------- FIT IN STUD SPACES BARRIER 3/4"VENT SPACE HORIZONTAL A Z FURRING WITH WEEP HOLES ' PLYWOOD SHEATHING AS 1 - -, I REQUIRED-SEE STRUCTURAL WEATHER RESISTIVE BARRIER T`;; (2) LAYERS 518"TYPE'X' 3 112" MIN, R-21 FIBERGLASS :_o_____ r GYPSUM BOARD " . I BATT INSULATION - f15132"MIN PLYWOOD -'ISHEATHING -SEE STRUCTURAL PLYWOOD SHEATHING AS I i REQUIRED-SEE STRUCTURAL I 2x6 WOOD STUDS AT 16" R-21 BATT INSULATION -FRICTION I , I OC-SEE STRUCTURAL FIT IN STUD SPACES REVISIONS -• :11_,.„,.--------------- 'l 2x6 WOOD STUDS AT 16" -.s (2) LAYERS 5/8"TYPE'X' - OC -SEE STRUCTURAL '-.I GYPSUM BOARD 2x6 WOOD STUDS AT 16" (2) LAYERS 518"TYPE'X' ;i i 518"TYPE'X'GYPSUM BOARD �-'C' OC-SEE STRUCTURAL; Author Checker , GYPSUM BOARD :_' :J 518"TYPE'X' FIBER FACED "�`"" 518"TYPE'X' DRAWN BY CHECK BY GYPSUM SHEATHING GYPSUM BOARD PERMIT SET r• 1 ' i STATUS 03.29.2016 INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR DATE 1B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE 17052 STRUCTURAL PROJECT NUMBER 25 i NOT USED 21 1 2-HR INTERIOR WALL - FIRE BARRIER 2-HR EXTERIOR WALL - LAPPED SIDING 1A� 1-HR EXTERIOR WALL - WOOD SIDING ASSEMBLY: N/A FIRE: N/A STC: N/A I ASSEMBLY: UL-U301 FIRE: 2-HR STC: NIA ASSEMBLY: UL-U301 FIRE: 2-HR STC: NIA I ASSEMBLY: UL- U356 FIRE: 1-HR STC: N/A jk6= 1 0 1 BEARING BEARING BEARING i1 0 2018 OTAK,INC. 1f this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. ASSEMBLY NOTES 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD Otak SHEATHING TO ASSEMBLY AS REQUIRED BY STRUCTURAL_ ENGINEER. WHERE A NON-SHEAR WALL EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, PROVIDE _amigiiel Ilk ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR WALL TO PROVIDE CONTINUOUS FACE OF FINISH. Otak A c ects, Inc, 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC SECTION 718. 808 •W Third A -nue, Suite 300 Po .=nd, OR 97204 STANDING SEAM METAL 3. LOCATE THERMAL INSULATION ON THE COLD SIDE (IN ma . 503.287.6825 WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO :vww.otak.com ROOFING --- SLIP RESISTANT FINISH-SEE PROTECT PIPE FROM FREEZING. FINISH SCHEDULE 30#ROOFING FELT 4. PROVIDE ADDITIONAL FRAMING, BLOCKING, AND FINISHES WATERPROOF MEMBRANE AS REQUIRED FOR PLUMBING ACCESS PANELS. . I ROOF SHEATHING-SEE , 4, STRUCTURAL SUBFLOOR, SEE STRUCTURAL 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO PT FLOOR JOIST-SEE SUPPORT SHELVING,TOWEL BARS, RAILINGS, AND ALL •KLAN 372 1) eri ROOF JOIST-SEE STRUCTURAL-SLOPE STRUCTURE OTHER WALL-MOUNTED ACCESSORIES AND EQUIPMENT. STRUCTURAL AWAY FROM BUILDING 6. PROVIDE UL APPROVED THROUGH PENETRATION AND N:TLAND$• s _L _ _ _ _ _ J FIBERCEMENT SOFFIT I_ MEMBRANE PENETRATION FIRESTOP SYSTEMS AS N VBOARD + 1_ w = _/. ._w �.: �, =�. _ FIBER REINFORCED, REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, CEMENTITIOUS PANELS AND MECHANICAL PENETRATIONS IN FIRE-RATED OF 0 t . N ASSEMBLIES, SEE AX8.01 TO AX8.21. 3129/2018 I 7. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. STAMP BALCONY NOTE: SEE SECTIONS FOR SOFFIT VENT LOCATIONS li n- 1-- DEM PROPERTIES ROOF - STANDING SEAM F41FLOOR / CEILING - BALCONY L LC R3� ASSEMBLY: UL-P522 FIRE: 1-HR STC: N/A ASSEMBLY: NA FIRE: N/A STC: N/A CONSULTANT FLOOR FINISH PER FINISH SCHEDULE 1-1/2"GYPSUM CEMENT UNDERLAYMENT PLYWOOD SHEATHING ROOF MEMBRANE 4x WOOD T&G DECKING -SEE I- STRUCTURAL ROOF SHEATHING, SEE STRUCTURAL �/`.�I� �I/ �� - / DROPPED CEILING WHERE OCCURS-SEE RCP FOR FINISH ROOF JOIST, SEE STRUCTURAL W R; : Tb0N R C BARRIER G i X 4444g4414. 5/8"TYPE'X' GYPSUM BOARD UJ CALCULATED FIRE RATED BASED ON OSSC SECTION 722.6 { • 1 1/2"GYPSUM CEMENT UNDERLAYMENT(AT LEAST 5/8"GYP BD EQUIVALENT) 30 MIN . Q • WOOD SHEATHING 19/32" 15 MIN • 4x(3 3/41 WOOD T&G DECKING (5 MINUTES PER 3/8") 30 MIN O TOTAL: 1 HOUR& 15 MINUTES 1-HR FLOOR/CEILING - CORRIDOR CO U is—ROOF - ELEVATOR OVERRUN F3� �/ R2 ASSEMBLY: UL-L528 FIRE: 1-HR STC: N/A I ASSEMBLY: OSSC 722.6 FIRE: 1-HR STC: NA !<.,L. Z 1- LU CO Z E 0 ROOF MEMBRANE I- 0 T FLOOR FINISH-SEE ROOM FINISH at --I ROOF SHEATHING, SEE / SCHEDULE- REQUIRES SOUND Q STRUCTURAL ISOLATION MAT IF IT IS NOT CARPET a --' R-60 LOOSE FILL 3/4"GYPSUM CEMENT UNDERLAYMENT a O INSULATION z-- WOOD TRUSS, SEE N SUBFLOOR SEE STRUCTURAL Z.,4 ti STRUCTURAL FLOOR JOIST-SEE STRUCTURAL 0 CO W CK . . 1 VAPOR RETARDER 1 AIR ----7 3 1/2"SOUND ATTENUATION t BARRIER Q W M S BLANKET{OMIT AT CORRIDOR} O !1 r♦ VIN _ _.`, • ,, , RESILIENT CHANNELS AT 24"OC MAX♦ �/ ""J N Cfl ♦ �� �/ (2) LAYERS 5/8"TYPE'X' LU z5/8rr nn BOARDi(_. 'C' GYPSUM ,♦ •,t♦♦•♦.•,,t!eUjj, GYPSUM BOARD S Um _ V = -- -t��^,r _. . . ' ..-'de' .-. --,1 {l? �/ ,o i = Q < J -,2 1 NON-RATED ASSEMBLY WITH NO SOUND ATTENUATION BLANKET AND 1 F H Ca LAYER OF GYPSUM 1-HR ROOF 1 CEILING 1-HR FLOOR 1 CEILING - UNITS TITLE RI > F2 � ASSEMBLY: UL- P522 FIRE: 1-HR STC: N/A ASSEMBLY:AWC W1J 1.7 FIRE: 1-HR STC: 63-65 LIC: 51 # DATE DESCRIPTION MIN FLOOR FINISH-SEE ROOM FINISH / SCHEDULE-REQUIRES SOUND ISOLATION MAT IF IT IS NOT CARPET REINFORCED CONC SLAB, 3/4"GYPSUM CEMENT UNDERLAYMENT SEE STRUCTURAL SUBFLOOR-SEE STRUCTURAL 10 MIL VAPOR BARRIER REVISIONS 2x4 WOOD FRAMING T _ _ FLOOR JOIST-SEE STRUCTURAL CLEAN CRUSHED ROCK, 518"GYPSUM BOARD - : . - " ' . _ � ` •.••-. •ea SEE SOILS REPORT `� 3 1/2"SOUND ATTENUATION 'w ` a '„ �,:` Author Checker BLANKET(OMIT AT CORRIDOR) ' ' =- — - . '4. ,. . I t �:�.;, '. DRAWN BY CHECK BY 518"TYPE 'C' GYPSUM BOARD �' 1 �.• "v i 'rAi r: t .� t w�Jt.' •l•� .0 UNDISTURBED SOIL ii PERMIT SET V I YYYY��Y P t t t 1 Yj RESILIENT CHANNELS, 24"OC MAXtaktetkfte —I ___:. _ _ _ STATUS i I 018 .. _ • 03292 ----I 1-1-:=1 1:-------1. -----� 1 I--- DATE 17052 (2) LAYERS 5/8"TYPE'C' PROJECT NUMBER GYPSUM BOARD cii CEILING - GWB F5 2-HR FLOOR / CEILING ,Fl SLAB ON GRADE A6.1. 1 . 02 1 ASSEMBLY: N/A FIRE: NR STC: N/A 1 ASSEMBLY:AWC WIJ 2.1 FIRE: 2-HR STC: 52 IIC: 46-60 ASSEMBLY: N/A FIRE: NR STC: N/A ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. DOOR SCHEDULE - BUILDING 6 DOOR SCHEDULE - BUILDING 6 HARDWARE SCHEDULE Otak OPENING I 1 DOOR FRAME FIRE I OPENING 1 1 DOOR FRAME FIRE HW SET:18 . DOOR NO LOCATION 1 WIDTH I HEIGHT1 TYPE I MAT. I FIN. MAT. FIN. ' HARDWARE RATING; COMMENTS DOOR NO LOCATION WIDTH HEIGHT TYPE I MAT. I FIN. MAT. I FIN. HARDWARE RATING COMMENTS ?T''f AII ION CATALOG NUMBER FINISH MFR EA CONINT 224XY EPT 628 IVE k I EA POWER TRANSFER EPT10 CON 689 VON GROUND LEVEL LEVEL 03 1 EA ELEC PANIC HARDWARE RX-EL-25-R-NL-OP-CON 630 FAL 6-101A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-301A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. I EA RIM CYLINDER ZO-057ICX 626 SCM Otak A itects, Inc. 6-101B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-301B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 "I EA FSIC CORE 23-030 626 SCH 6-102A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-302A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA 90 DEG OFFSET PULL 819OEZHD 10"STD 630-316 IVE 808 • This •venue, Suite 300 6-102B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-302B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 4050 EDA 689 LCN rtland, OR 97204 1 EA PROTECTION PLATE 8400 10"X 2"LOW B-CS 630 IVE :-ain 503.287.6825 6-103A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-303A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WALL STOP WS406/407CVX 630 IVE www.otak.com 6-103B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-303B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA GASKETING 488F38K PSA BK ZER 6-104A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-304A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8198AA AA ZER 6-104B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-30413 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA THRESHOLD 546A-223 A ZER 6-105A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-305A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WIRE HARNESS CON-192 SCH a o .d 1 EA WIRE HARNESS CON-6W SCH -` 6 6-105B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-305B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 col 1 EA POWER SUPPLY P5914 900 2RS 900-BBK VON 37 0 6-106A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-306A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. ACCESS CONTROL-WORK OF DIVISION 28 Vtil 6-1068 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-306B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 OPERATION:ACCESS CONTROL OR TIME CLOCK BRIAN R.FLEENUR A 6-107A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-307A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. • 6-107B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-3078 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 MW SET:19 %MAK OR 6-108A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-308A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. QTY EIEFRIPTION CATALOG NUMBER FINISH MFR 6-108B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-3088 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 GE 5I3814.5 X 4,5 NRP 652 I'VE OF 0 1 EA PASSAGE SET ND1OS SPA 626 SCH 6-109A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-309A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 4050 EDA 689 LCN 6-109B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-309B 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 3/29/2018 6-110A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-310A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WALL STOP W54I614.07CVX 630 IVE STAMP 6-110B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-310B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING 488FSBK PSA 8K ZER 6-111A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-311A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8192AA AA ZER 646 6-111B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-311 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 EATHRESHOLD A- 3 A TER 6-112A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-312A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. HW SET:20 ..,. 6-1128 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-312B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 OTY DESCRIPTION CATALOG NUMBER FINISH MFR l L ^-C1„ 6-113A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-313A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA HINGE 5881 4.6 X 4.5 630 IVE p B ;, PROPERTIES 6-113B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-313B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA STOREROOM LOCK ALBOPD NEP 626 SCH 6-114A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-314A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. I EA SURFACE CLOSER 1250 CUSH SLIM 689 LCN LLC 6-114B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-31413 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING 488FSBK PSA SK ZER 6-115B BUILDING ENTRY 3'-0" 7'-0" A HM PAINT HM PAINT 18 6-316 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN NW SET 21 6-116A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 6-317 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN QTY DESCRIPTION CATALOG NUMBER FINISH !SFR CONSULTANT 6-116B STAIR 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 90 MIN. 6-318 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 3 EA HINGE 66814.5 X 4.6 630 IVE 6-117A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 6-U31 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA STOREROOM LOCK ALBGPD NEP 626 SCH 6-117B STAIR 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 90 MIN. 6-U32 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LON 6-U11 ELEV MECH 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 6-U33 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA WALL STOP W34081407CVS 630 IVE 6-U12 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 6-U34 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. 3 EA GASKETING 488FSBK PSA BK ZER 6-U14 ELEC 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. HW SET:R-01 LEVEL 04 OTY DESCRIPTION CATALOG NUMBER FINISH MFR LEVEL 02 6-401A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT ;R-01 20 MIN. 3 EA HINGE 5881 4.5 x 4.5 652 IVE 6-201A UNIT ENTRY 3'-0" 6'-8" A SC WOOD D PAINT WOOD PAINT R-01 20 MIN. 6-401B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN I R-02 1 EA ENTRANCE LOCK CS210-8500T0 JAZ PLY 10-109 626 SCH 6-201 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-402A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT I R-01 20 MIN. 1 FSIC CORE 23.21301 i'Cl 626 SCH 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LCN 6-202A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-402B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN !R-02 1 EA PROTECTION PLATE 8400 10'X 2"LION B-CS 830 IVE 6-202B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-403A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT :R-01 20 MIN. 1 EA DOOR STOP 61 652 WE 6-203A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-403B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING 488FSBK PSA BK ZER 6-203B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-404A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT .R-01 20 MIN. 1 EA DOOR SWEEP 8192AA AA TER 6-204A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-40413 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN !R-02 1 EA THRESHOLD 656A A zER 6-204B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-405A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT :R-01 20 MIN. VERIFY DETAIL 6-205A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-40513 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA VIEWER 0698 626 IVE 2 ADA UNITS} 6-2058 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-406A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 'R-01 20 MIN. NOTE;INSTALL STOP ON BASE.TOP OR sorb OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. 6-206A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-406B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-206B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-407A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 'R-01 20 MIN. HW SET:R.O1A 6-207A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-407B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 OTY IQ ,RIPTION CATALOG NUMBER FINISH MFR 6-207B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-408A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA Ifk 5131314.5 X 4.5 b52 IVE 6-208A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-408B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 9 EA ELEC ENTRANCE LOCK IrlE410F 4*JAZ GRW 626 SCH 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LCN 6-208B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-409A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA PROTECTION PLATE 8400 10"X 2"LOW B-CS 630 IVE 6-209A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-4096 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA DOOR STOP 61 652 NE 6-209B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-410A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA GASKETING 488FSBK PSA BK ZER CO 6-210A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-410B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA DOOR SWEEP 8192AA AA ZER 6-21 OB BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-411A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA THRESHOLD 656A A ZER Ilmim 6-211A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-41113 BALCONY 3'-0" 7'-0" C FBGLS PRE-F1N FBGLS PRE-FIN R-02 VERIFY DETAILZ 6-211 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-412A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA VIEWER U698 626 IVE 2,4 ADA UNITS) Uml 6-212A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-412B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 NOTE;INSTALL STOP ON BASE.TOP OR SOTTO OF DOOR,ON WALL,OR Ci i9ltt4 rtX UREAS APPROPRIATE. 6-212B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-413A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-213A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 6-41313 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 HW SET:R42 6-213B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-414A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. OTY ; CRIPTION CATALOG NUMBER FINISH MFR Im 6-214A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. _ 6-414B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FOOLS PRE-FIN R-02 3 EA �I t B14'b X4'6 652 IVE 6-214B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 6-416 STAIR 31-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 1 EA ENTOREE LOCK 23 030 EV OTD JAZ PLY 10.10® 626626 SCH CO 1 EA FSIC CORE 23-{i34 EV D SCH (IC W 6-216 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 6-417A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 1 EA DOOR STOP 61 652 IVE J 6-217 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 6-4178 ROOF ACC. HATCH 3'-0" 6'-8" A HM PRE-FIN HM PRE-FIN 20 90 MIN. 1 EA RAIN DRIP 11A A ZER a.. m 6-218 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 6-418 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 1 EA GASKETING 488FSBK PSA BK 7,ER 6-U21 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 6-U41 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA DOOR SWEEP 8198AA AA ZER 0 6-U22 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 6-U42 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA THRESHOLD 65A-223 A ZER ❑ W VERIFY DETAIL 6-U23 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 6-U43 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. T NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. = 6-U24 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. [r. co 0 MW SET:R-03 Ci Lu co N v DOOR SCHEDULE - UNITS QTY DE IPTI©N CATALOG NUMBER FII�{SH MFR J _ N 3 EA HII WWI RC1 4 X 4 65 W E N (.01 EA PRIVACY LOCK F40 JAZ 626 SCH W z OPENING DOOR FRAME FIRE 1 EA DOOR STOP 61 652 NE mom D f� V DOOR NO LOCATION WIDTH 1 HEIGHT TYPE MATERIAL. I FINISH MATERIAL I FINISH ; HARDWARE RATING COMMENTS 3 EA SILENCER SRB5 GRY IVE Um I 0 Z NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. CS 0 BA BATHROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 i DOOR SCHEDULE NOTES FON SET:R-04 LI11 co w BR BEDROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 OTY DESCRIPTION CATALOG NUMBER FINISH MFR = O < CLI CLOSET 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-04 3 EA HINGE SPB1 RC1 4 X 4 652 I'VE COO0 CL2 CLOSET 7'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 1. ALL DOORS SHALL HAVE LEVER HARDWARE. UNO 8. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS 1 EA PASSAGE SET F10 JAZ 626 SCH Emil. ti P m Cu CLOSET 5'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS 1 EA DOOR STOP 61 . 652 IVE CL4 CLOSET 5'-0" 6'-8" E WOOD PAINT WOOD PAINT R-06 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE (22.2 N). 3 Fra SILENCER SR6S GRY NE PROTECTED IN ACCORDANCE WITH OSSC SECTIONS NO€E:.INSTALL STOP ON BASE, TOP OK 00'110M OE DOOR.ON WALL,UR OTHER FIXTURE AS APPROPRIATE. TITLE CL6 CLOSET 4'-6" 6'-8" D WOOD PAINT WOOD PAINT R-05 716.5.3.1 AND 716.5.7.3. 9. SLIDING OR FOLDING DOORS OTHER THAN FIRE CL7 CLOSET 3'-0" 6'-8" F WOOD PAINT WOOD PAINT R-06 DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF FIW SET:R-05 # DATE DESCRIPTION 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM 5.0 LBS (22.2 N). OTT SET �� AON CATALOG NUMBER FINISH MFR THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SCHEDULE ABBREVATIONS SPECIAL KNOWLEDGE OR EFFORT. 10.WHERE PROVIDED, THRESHOLDS AT DOORWAYS 4 EA FLUSH PULL 221 626 NE SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN HC-PHB HOLLOW CORE PRIMED HARDBOARD 4. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT HW SET:R-O6 GYP BD GYPSUM BOARD INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE OTY DESCRIPTION CATALOG NUMBER FINISH MFR MDF MEDIUM DENSITY FIBREBOARD FLOOR. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 1 SET 4-DR BIFOLD BFC50 STA MFR MANUFACTURER 2 EA DOOR PULL 6"WIRE PULL 626 PRE-FIN PREFINISHED 5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM 11.SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR PRE-PR PREPRIMED AN OPEN POSITION OF 90 DEGREES, THE TIME HEAD DETAIL. HW SET:Z MISC SC-PHB SOLID CORE PRIMED HARDBOARD REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OTY DESCRIPTION CATALOG NUMBER FINISH MFR OF 12 DEGREES SHALL BE 5 SECONDS. 12.SEE 6IAX-8.14 FOR BYPASS DOOR HEAD DETAIL 2€LA CREDENTIAL 9651 BLK SCE BC EA CREDENTIAL 96911 BD( SCE 6. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT 13.SEE 7/AX-8.14 FOR BIFOLD DOOR HEAD DETAIL t EA STRATIS SOFTWARE BY OTHERS SCE REVISIONS FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR 1 EA TRAINING ON SITE AND SETUP SCE SHALL MOVE TO THE CLOSED POSITION IN 1.5 14.SEE 7/AX-8.01 AND 6/AX-8.01 FOR TYPICAL EXTERIOR 1 EA CREDENTIAL READERS MT2OW SCH SECONDS MINIMUM. HOLLOW METAL HEAD AND JAMB DETAIL AT FIBER CEMENT. MANUFACTURER AND ACCEPTABLE SUBSTITUTES Author Checker 7. FIRE DOORS SHALL HAVE THE MINIMUM OPENING DRAWN BY CHECK BY / FORCE ALLOWABLE BY THE AHJ. 15.SEE 6/AX-8.02 AND 5/AX-8.02 FOR TYPICAL EXTERIOR Item: Manufacturer: Substitute: HOLLOW METAL HEAD AND JAMB DETAIL AT WOOD 1. Hinges/Butts: Ives(IVE) Bommer, Stanley,McKinney PERMIT SET / /-\ / f / SIDING 2. Track: Stanley ' .. .� 3. Continuous Hinges: Ives(IVE) Stanley, Pemko, STATUS / 4. Locks/Latches: Schlage{SOH) None-owner preference. 03.29.2018 / 5. Narrow Locks: Adams Rite(ADA} None ;1\ �� l 6. Cylinders: Schlage(SCH) None-owner preference. DATE / / \ / i = /' 1 7. Exit Devices: Falcon(FAL) None-owner preference. 17052 \ \ / \ \ \ / /A ` \ 8. Power Supplies: Schlage Elec(SCE), Von Duprin(VON) None-owner preference. �" _ �- L \ J 9. Flush Bolts/Coordinator: Ives (IVE) ABH, Trimco PROJECT NUMBER .w. 10. Surface Closers: LCN (LCN) None-owner preference \ \ / \ R : 11. Stops/Catches: Ives(IVE) Trimco, Hager •\ , •\ v= = _ - •\ 12. Overhead Stops: Glynn Johnson (GLY) Rixson 13. Push/Pulls: Ives (IVE) Trimco, Tice A6. 1 A. FLUSH B. DOUBLE C. GLASS D. DOUBLE E. DOUBLE BI-FOLD F. DOUBLE BI-FOLD H. ELEVATOR 14. WKeatherstripping/Gasketing: Ives (IVE) Trimco, Tice, A6- 1 . 11 SWING FLUSH SWING SWING SLIDING FLUSH PANEL FLUSH PANEL SMOKE DOOR 15. Zero(ZER) NGP, Pemko, 16. Door Bottoms: Zero(ZER) NGP, Pemko 02018 OTAK, INC. 17. Thresholds: Zero(ZER) NGP, Pemko DOOR TYPES 18. Silencers: If this drawing is not 24"x 36",it has been Ives (IVE) Trimco, Hager reduced/enlarged. Scale accordingly. 19. Power Transfers: Von Duprin (VON) None-owner preference. SCALE: 1/4"= 1'-0" FINISH SCHEDULE ROOM FINISH SCHEDULE - BUILDING 6tak0 1 PRODUCT NAME/ _ ROOM I FINISH CODE I PRODUCT 1 MANUFACTURER , NUMBER SIZE COLOR I FINISH COMMENTS NUMBER ROOM NAME 1 FLOOR MAT.I FIN. BASE MAT.I FIN. 1 WALL MAT.I FIN. 1 CEILING MAT.I FIN. COMMENTS ..,,,i01111100.111.1.1..4111111112 Ilk CPT-1 CARPET INTERFACE PRIMARY STITCH - 102416 HEM GROUND LEVEL CPT-2 CARPET INTERFACE PRIMARY STITCH - 102417 FRENCH KNOT 1 ACCENT 6-115 CORRIDOR CARPET 1 CPT-1 +CPT-2 6"RUBBER GYP BD 1 PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs Otak Arc 1 lects, Inc. PT-1 PAINT BENJAMIN MOORE REFER TO SPECS - 2166-10 GOLD RUSH 1 REFER TO SPECS 6-116 STAIR 1 SHEET VINYL I VYL-1 6"PT GRADE WD GYP BD 1 PT-4 GYP BD 1 PT-4 808 SW ird • enue, Suite 300 PT-2 PAINT BENJAMIN MOORE REFER TO SPECS - 2128-10 BLACK BEAUTY 1 REFER TO 6-117 STAIR 2 SHEET VINYL 1 VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 Po and, OR 97204 SPECS 6-118 ELEV SHEET RUBBER/SR-1 6" STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS m 503.287.6825 PT-3 PAINT SHERWIN WILLIAMS REFER TO SPECS - SW 7063 NEBULOUS WHITE/REFER TO6-U11 ELEV MECH SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 www.otak.com SPECS 6-U12 FIRE SPRINKLER SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 PT-4 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY PT-5 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY 6-U14 ELEC SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD 1 PT-4 SR-1 SHEET RUBBER ARMSTRONG R8C26 18 118"x18 1/8" PUDDY 1 RAISED ROUND • 1 TILES LEVEL 02 VYL-1 SHEET VINYL ARMSTRONG NATURAL 6"x36"TILE MYSTIX NEVA NA921 SWEET DREAM 6-215 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD I PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 3720 CREATIONS 6-216 STAIR 1 SHEET VINYL I VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 ' a :'IAN R.FLEENER WD-1 SEMI-TRANSPARENT CABOT REFER TO SPECS 1x8 T+G RED CEDAR 6-217 STAIR 2 SHEET VINYL/VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 STAIN 6-218 ELEV SHEET RUBBER I SR-1 6" STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS • • 6-U21 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-41%OvRTLANO,0 6-U22 UTILITY SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD 1 PT-4 NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION 6-U23 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 OF Q 6-U24 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 3129/2018 LEVEL 03 STAMP 6-315 CORRIDOR CARPET/CPT-1 +CPT-2 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 6-316 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD I PT-4 GYP BD I PT-4 6-317 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 _ 6-318 ELEV SHEET RUBBER!SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS r rl �• ., 1._ 6-U31 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD 1 PT-4 — ~` U 1- L 6-U32 UTILITY SHEET VINYL 6" RUBBER GYP BD I PT-4 GYP BD/PT-4 DEM PROPERTIES 6-U33 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 - - LLC 6-U34 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 LEVEL 04 6-415 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs CONSULTANT 6-416 STAIR 1 SHEET VINYL/VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 6-417 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 6-418 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 6-U41 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 6-U42 UTILITY SHEET VINYL 6" RUBBER GYP BD I PT-4 GYP BD/PT-4 6-U43 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 ROOM FINISH SCHEDULE - UNITS I FINISH ROOM NAME 1 FLOOR MAT.I FIN. BASE MAT./FIN. j _ WALL MAT.I FIN. CEILING MAT.I FIN. COMMENTS BEDROOM CARPET 1 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 1 PT-5 CLOSET CARPET I CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD 1 PT-5 LIVING SHEET VINYL MDF-PAINT GYP BD I PT-5 GYP BD I PT-5 DINING CARPET/CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD I PT-5 KITCHEN TILE RESILIENT BASE GYP BD 1 PT-5 GYP BD/PT-5 ENTRY SHEET VINYL MDF-PAINT GYP BD 1 PT-5 GYP BD I PT-5 LAUNDRY TILE RESILIENT BASE GYP BD/PT-5 GYP BD/PT-5 WH CLOSET CARPET/CPT-2 RESILIENT BASE GYP BD/PT-5 GYP BD/PT-5 Z NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION 111 M •, 7'-0" Ce 5'-0" WINDOW NOTES co 3'-6" 2'-6" r_ ,, 4 -6" 2 -6" ., ICC �"J"� jr 2'-6" L 2'-6' 2'-6" .°- J 1 1. SEE 17/AX-8.01 FOR WINDOW INSTALLATION SEQUENCE 0 n ��._ 40C 0 \ \ \ 2. SEE SHEET AX-8.01 FOR WINDOW SILL AND HEAD 0 UJ DETAIL AT FIBER CEMENT AND AX-8.02 FOR WINDOW N \ SILL AND HEAD DETAILS AT WOOD SIDING \ \ \ Iz 0 / / 3. SEE SHEET A0.11 CODE SUMMARY SHEET FOR 2014 1:3 111 b m / i / OREGON STATE ENERGY CODE GLAZING U-VALUE AND J Y N / SHGC REQUIREMENTS Z CO co ' Liu —ter c �� - I I - - - - I I I - •1• 4. PER PROVIDESAFETY 2FE GLAZING IN HAZARDOUS LOCATIONS riri 0 [r 0 0 0 0 • 1 O Z a , , "' i`' "' 5. EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM [] 0 `v PER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS W - - - - N---N- _ _ _ _ _ _ ` � __ _ -- - 'r IN 1029.2 O FIXED O FIXED WITH CASEMENT O FIXED WITH CASEMENT O FIXED WITH CASEMENT 0) C7 n OVER FIXED OVER FIXED OVER FIXED 11 m WINDOW TYPES TITLE SCALE: 1/4"= 1`-0" # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER A61. 1 1 2 ■ ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. otakSLAB PLAN LEGEND -- SPOT ELEVATION _4401........000e7" ilk frOtak A - - "tects, Inc. \ 7 808 S Third venue, Suite 300 \/ SLAB OPENING P• land, OR 97204 /\ / in 503.287.6825 www.otak.com FD FLOOR DRAIN SLAB PLAN NOTES , 1. SEE STRUCTURAL FOR BRIAN R.FLEEiR4 FOUNDATION FOOTINGS • • I'©RTLANI).OR 2. SEE CIVIL FOR PAD ELEVATIONS OF 0 3. SEE CIVIL FOR LIDA PLANTER WALL ELEVATIONS 3/29/2018 4. FLOOR SLOPES AT 1% UNO STAMP A, 11f 1-\' ,\HL DBG PROPERTIES LLC CONSULTANT • 6.1 6.2 6.3 6.4 6.6 6.8 41114 . 4 lit :I 1 ILIDA:.PLAN.TER _ _ 250'-4 1/2" 1 ;--. : ;------7-77 ' '_ ' --- 1 -- I -- 43'-9314' 14'-3112" ., 19'-7" ,, 23'-5" 33'- 10112 / 23'-5 33'- 10 1/2" 14 -31/2" 43 -9314 20'-5112" 2314" 1'- 1114"- 2314" 10'-0" 2314"� 20'-5112" 23/4"- . y 10'-0" 2314" y 20'-51/2" 2 3/4" 5114" 2314" �� � 5'- 1114" . 201-5112" I ! 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I I_..-...---E i 1._, i f..-----I ! 1----:..I I €,.. i S I----t € • 1 , r I t -' ►--I I .1._I-- i ,—l— I ! I : - - _i _I I - ------ - t--€ i-_::- DATE I f � �! ' 1 1 t W_ _ I I NOTE:SEE CIVIL AND LANDSCAPE 17052 6 IDRAWINGS FOR DESIGN AND • PROJECT NUMBER @..._) 6.2 6.3 q... 5 6.7 I DETAILS PLANTERS FOR EXTERIOR 6.9 AND WALKWAYS401) • it 0' 4' 8' 16' 1-9...- A6..2 . 00 1 FLOOR PLAN LEVEL 01 • ©2018 OTAK,,NC. if this drawing is not 24"x 36"it has been 6-2.Q 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. " / c� OTHERWISE NOTED. DEMISING WALLS ARE • 116, i (2 ., DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING & EQUIPMENT SEE Otak �`, ELECTRICAL DRAWINGS. Otak Ar s tectS Inc. Q ,, 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOL ' Q` `' > LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 S Third venue, Suite 300 r".rJQ X �' `. ', _ ' . - ` ,,.• 'J �� DRAWINGS AS APPROVED BY FIRE MARSHAL. P. land, OR 97204 \-,-"'` ":.-<62', m in 503.287.6825 �� r'"� f �-' " BLDG 5.....-. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE . •, ..\ }'' VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.com -' ` :ti" i, HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES � u .,.,� ' SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE _----- 1 - •----------- i- ,, id 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE FF ' 7-3 �������� i DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. FINISHED FLOOR TO HIGHEST CONTROL LOCATED WITHIN REACH RANGE OF 48" AT GROUND ,' a i_BLDG 1 BLDG 2_ BLDG 3 BLDG 4� BLD 6,- 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. i.... ...... ....___. ___-- DIMENSIONS AND OTHER STAIR INFORMATION. R.FLEE 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND DR 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING 7 RATINGIN WALL AND A AL TUB/SHOWERS. SEG15/AX--8.1 9/AX-8.11 JUNCTIOBOX FOR 2 HR WALL. OF IN 1-HR WALL, AND DETAIL OF 0 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR _ INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). INTERSECTIONS :-. 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. -._. ,,.,--.J- li )- ���,,�t 1 10.SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND - ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DE1G 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 6. 1 6.2 6.4 23'- 1 1/2" 20'- 8 1/2" L 13'-2 1/4'' 20'- 8 1/2" 13'-2 1/4" .4 -51/4 , 6'-9 5'-9" 6'-2112 � '-11314 10'-51/2 5'-3' L 6'-53/4' .� 6' 8112 5' 0" J' 10'-5" ',5 3 1/46' 5314 6'-8112 2 1 AI AX-8.07 I • -8.03 I TYP iTYP I j-:1-13B - 13Bm14 - CO v 1A 4 6-101 ;e I 6-1038 ' 6-105 r 1A Y- 1A x.12 ` a .1. �_ 3A qa w w ! 1 3+°� auri NI:I `� _ II • UNIT 2 BED UNIT 3 BED UNIT 9 BED Ell JDI m r 23 23 W r 6-101 f 6-103 6-105M 11 I- J a, .,_ �,, _ __ Z r___ I 1, I.: I ict . --7,77, .1.„1-77,____ __ r-----1 „,_ 4„.____1... i .....i ...,) .J (L---: ' --- - -...--..-. ' R ic:IC w W6-3.0 2 !i; 1'- 10 112°TYP -ti -7er- iwr O _ , : - - i7-.u ..:.:. A I� c.r SIM • I,ll `` LCO CI Lu co1 y_� � r'^ CSD 6.B : . r W zNI 6 C'] _ 3A sIM '1 - ELEV MECH ': ZD iv i 23 AT ALL CORRIDOR CPT2 M "5 CPT-1 0 clo ir, Q'� • -4.12 'WALLS UTO -� 03 • tea. 1 6-U11 = Z c� I C METERS V.. - „ . J-13B • 3A I oj7L) L ,� ' 1 _.. � r I _ 7. - � �_. i ' g --,��._:: - .. x J 8 6 r If ®ii, 1 1' I J \,,4 , ® ELEVI , E ' I' _ 0000 I/ i 1_ \\-^,- ,, t..,....t_=_--,,...--,__-•a - r_:,T -- - TITLE Q �I �' _ # DATE DESCRIPTION !. �-�ri l o b LiII � n M - 23 �........� AX-5.01I a SIM-'''''" i I I I '.._......' I UNIT 3 BED I UNIT 2 BED li SIM � 1A 6-102 I ® I ® I 6-104 1 I i I 1 *- I 3A 3A I i JI' rII \ , X12 m __ I �* n a� l I, ► STAI R 'I I 3A 1 A --f'_ 'Mrrt �. a 1A - El: I Nil 16-116 l E - - 1A I 6-102 \ .W.. : 104B TYP ._:� 4 6. -'''';..- Y 1 ,7 - J13B G IF I _I 112 _ �1 . ` _ i REVISIONS . Li DA PLANTER I - - I ! i 4'-5114', . 8'-9" 5'-9" , 6'-2112" 4'- 11314 10'-5112 5'-3' 8'-2114" 3'-C3' 11/4'5' 3 1/4" r 10'-5" '-$ 112" 6'-5314" 1 Author Checker , . _w-h - _ _.-.:.- _ , I ; I DRAWN BY CHECK BY 23'-11/2 "20'-$ 1/4" 14'-3112" j 20'-8114" i 13'-2114" PERMIT SET 43'-9 314" 14'-3 112" l, 33'-10 1 STATUS ---- - I. �_. 03.29.2018 I_ -- -_-� i _._.:___ �-- � -_ DATE .............I I.--__..-._._-._-_ i__.._._-.._.- _l Slim , f_.._......... - Iw__.:..� J E--- 1 i © 1 17052 6. 1 �) 6.2 lie 6.5 PROJECT NUMBER r r 0' 4' s' 16' (0140A6-2 . Ola 1 FLOOR PLAN LEVEL 01 0 2018 OTAK, INC. If this drawing is not 24"x 36'it has been '.6-2.01 • 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 _...iiii.2 .valii.ii •-'s CENTER OTHERWISE .NOTEDOF ROUGH DEM SOINGIWALLS ARE NG UNLESS MECHANICAL DRAWINGS. • . �,� DIMENSIONED TO CENTER OF STUD. 13. ELECTRICTRICDRAWINGS.NG & EQUIPMENT SEE Otak I eCIS rInc. / Ai r ,;:y O,,\ ,,a 2.J -• , 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL 808 S Third `venue, Suite 300 LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER • yti R 97204 DRAWINGS AS APPROVED BY FIRE MARSHAL. rr�iln 5030 87 fi825 \ \"?.,,,,,,,. ; 'BLDG 4...._., / 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE '' `�,n J�.% VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.com I HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES "' \:' - SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE `�'` ___..r,--j .•, rf I 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE t ,'} • � I: DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE • i 1 ^� L `f -, �` .4 k FINISHED FLOOR TO HIGHEST CONTROL AT GROUND � BLDG 1L,I+]G 3r___ l.IDG 4 BLD5,.' ='` 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS, 3721 :::._ ..._._.. .__. _---_..............__-- _...._.. .._. .. .. . . .__-.. DIMENSIONS AND OTHER STAIR INFORMATION. 1 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT • BRIA R•FI. R 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. w • DIMENSIONS AND OTHER ELEVATOR INFORMATION. P17RTLANE 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 -^ E l -�1 i 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. lir 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND D B G P R O P E R T I ES 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 S-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. 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N L I. r t 'PZ€ 1 t' t f ti r(` , __...� i I i -, :0 i' f .r t I 1 l 1- l" I ! _ / I\� FIRE - l'\---) o Lali f �1 T c `1 r li 3A 13__0 o Q , Er- 1 '■ I ; SPRINKLER `° - ,I I I I �,� �° I f I AX 8.07 C7 ::=4:_:__,L_. _ CO ♦. i I i I i SIM N- � 6-U92 CCI ! .. .... i M - I .rz. �fr�• -_ ` i �. ,'I I t4 ! 4 i' l{ J LIc.1 _ 3 TITLE ........____,...A. i• 3-44-06......ji �__.:... . _ --�___ i,J�.,_ i _ - 1 r 1/ DATE DESCRIPTION 3 .___J_, r....",r._ .... _ _ _ __ _ ,..,, , , --::::-.4_,-,,,11.-_,-- ,..___ ,. R I -- .. h ..-._,..,! -._. , _ Fw tib.__-- ! L-._..._-_-: .)_ a UNIT 2 BED I UNIT 1 BED l UNIT 2 BED - I �- UNIT '! BED - UNIT 2 BED I UNIT 3 BED - ,r - 23 -�23] TYPE A -23 TYPE A -. 23 -1 23 E ,_ TYPE A 11 1 6-104 I1A6-10fi 16-108 1A 6-910 I3A 16-112 3A `� 6-114 1A `n n m_ zo V 3A 1A -} 1q iFp 3A f 1A�-r- I 1A 3AH I .._.. ,. ©3A 3A i ..,:,, ' iir AX-8.03 ' i c_ �� a-1048 1A a , 1013B iA 4 -108B 1A r -110B FA-1 13B ?� -1126- n(p 1A a 138 _1146 1A ! r� �EE1� � __ " I I o , �' . (- - T o .,--1�:,... REVISIONS _ --- --- az_- �_ i I , _:� -- 1-4 _ _ • 6. i ! UDA PLANTER E ! ; i 4'-11 314" _ I r I . r . - .. ._ I:. ; x:.:6'-811211 6'-53/4" 15'-23/4" 11'-8112" 6'-5314" 5'-31/4" 10'-5114"I 4'- 11314" 6'-81/2" , 6'-5314" 5'-3" 4'- 1131411 6'-81/2" 6'-5314" 5'-3114" 10'-5" 5' 0" fi'-8112" 6'-5314" I 5'-3" 10'-5112" 6'-2112" 5'- 9" 5'-9' : 5'-5114" Author Checker 1 I. ! LL,_ I -" ___ - _-._...._ I _. _ _ --_ DRAWN BY CHECK BY 1311 1/4" 1 1/4" 1 N " 1/4" 1 -2 1/4" r 20 -813 -2L 10 -2314 13'-2 114 20'-813 -2 1/4" r 20'-81/4'1 231-1 1/2" PERMIT SET : . • 23'-5" 33'-10 1/2" 23'-5" 33'- 10 1/211 r 43'-9 3/4" STATUS • - -___ 03,29,2018 -- t y I 1 f _ DATE -- 3 L _- ___J SIM - I - 1 I t: _.-. L SIVA _I I - `� --- ---- [--._--._. - gikI 1 1 1 i7D52 . 6"7 A6-3.0 6.9 I 11) fa it, PROJECT NUMBER 0' 4' 8' 1!•-4..--6' A6-2101 0 1 ) FLOOR PLAN LEVEL 01 ©20180TAK, INC. If this drawing is not 24"x 36;it has been '6-2.01 :, 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 -,;. f' AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. -Am1100 .41..r,44 lik, OTHERWISE NOTED. DEMISING WALLS ARE } \,-/ �`',^`� \'1.--- -• DIMENSIONED TO CENTER OF STUD. 13. EOECTRICALR ELECTRICAL DRAWINGS.LIGHTING &EQUIPMENT SEE Otak Ar sleds, Inc. O; \ ,,.. ' .,.��� ' 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOL 808 S ird venue, Suite 300 LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER P {and OR 97204 v • DRAWINGS AS APPROVED BY FIRE MARSHAL. v -� m in 503.287.6825 j 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE . \ N, :. r -' VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, WWW otak.carn HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 15"AND 48' ABOVE It 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE I �n !: DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE - . . ' a ,------)E r' ,.\''`�� ,' FINISHED FLOOR TO HIGHEST CONTROL AT GROUND ;1j C BLPG.1.. BLDG 2., BLD 3.1,-,- BLDG 4 B 'D_G B _r` 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 3720 __ -____--.--.. .._._.._.__.-.. _---.- - - 'C " 1 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT DIMENSIONS AND OTHER STAIR INFORMATION. :RIAN R.FLEENER CI 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. a a DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND 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). INTERSECTIONS -- 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. _,_, -Cr,� -��.��� 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 q..- 6.2 6.4 g -a, 43'-9 3/4" 33'- 10 1/2" I 0 23'- 11/2" yy 20'-81/2" 13'-21/4" ,, 20'-81/2" 13'-21/4" 'I '1 _0,4'-51/8 6'-9" A, 5'-9" * 6'-2114" '-11718'' 10'-5112" .� 5'-3" 6'-5314" ,, 6'-8318" j,5'-01I8'., 10'-5" -5`-3114 6'-5314" 6'-8112" , 4 Mk AX-8.07 4 2 I TYP I AX-8.03 TYP AX-8.03 - -• - _-- - 111: 13B- j E 13: r i .41 -- - 6.A = �- r- - ) 1% "§.►#w�.,,.„r x.17, 3 '% t 1 a vww 6rrra. a ter, 205 `•zr ! PIZI '• 201- i •I •-2 :I1 2 - 8 . Fill cel CD cs�, V II .1 o_ r• IIIIPIRIROOPSIMOIPLI CI 3A UNIT 3 BED 3A UNIT 2 BED m I UNIT 1 BED 1A Lll w m 3A I M r 16-201 k 16-203 I 23 II 1 6-205 f J 0 2 FT ._--_------_-, Ce z N _ , _.. r----I i er--.40,...--,-,c, I -- _ . 1114C L.) . ____ 11 Q- u l: iuri 11114( Ct 1 \ I! --- -112 TT, >g - iE_ 1 f 0 � sum I F, i I Q ii I I� co C3 ...=MI 6.B 136 3A I I; �i. F r- �_1 --- -N cfl I I ria ' 13-1 2 1 -- [----1 =rah! g NL.L. SIM r N I _ _ W z z ' =STORAG x.12 _zip _ . - 23 A3au ca. mok- _ _clrr=z, _ _ _ cin�, cr) cr) • . wALLB-u IO -_, -" .,., ® AX-5.03: t • 6-U21 IL = O Z @ / CV: `,138ril 16 _.._.._:.---,,. ,.,).. b , ° L�IT-.f:_ Of I T �'r I ELEV. I J : �� TITLE ,... . ,. cp _ 11 (-- - _ _Jai: _._. ___-_. I __-_-- � 6 4 1� # DATE DESCRIPTION o Th I 21 ,� I 01 r- 1 23 n. SIM I (-" - - . c. UNIT 3 BED I I I - 1 UNIT 2 BED I P3A 121-1' 6q - 21 1 SIM6-202 I �� 16-204 _ �-�--� i I ` r 3A 3A 3A I II , I i -412 , l �, 1 PI STAIR 1. -1-----E---,. { - . I 3A _ I 2 6-216 -]= _ _ � 2 _-202: ' 1 w I- �" 1% -204 I 6.D - _,..i....1. _ - REVISIONS �I I �� k13B 11 J.5 1/8", 6'-9" , 5'-9" , 6'-2 3/8" /'- 11 3/4;, 10'-5 1/2" ., 5'-3" 8'-2 1/4" 3'-03'`x','5`-3 1/4"e 10'-5" 5'- 0" 6'-8 1/2" 6'-5 3/4"2'L;8 34" Author Checker 1 DRAWN BY CHECK BY ;' 23'-11/2" 20'-8114" � 14`-3112" 'i, 20'-8114" i/ 13'-2114" 'I, PERMIT SET STATUS y, 43'-9 3/4" 14'-3 1/2" , 33'- 10 1/21 .� 03.29.2018 - C I d DATE ArA SIM © SIM 17052 Ir.ige 6.3 Vie 6.5 PROJECT NUMBER r r 0' 4' 8' 16' (3 A6-2 . a 1 FLOOR PLAN LEVEL 02 ©2018 OTAK,INC. If this drawing is not 24"x 36';it has been 4,6-2.02 . 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 _,....,,,,,,:iiii-e--...A ih, \' AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. Q OTHERWISE NOTED. DEMISING WALLS ARE .•",.� \ DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE Otak Architects, Inc. \ -,�� \- - `,- _ 2. FOR ARCHITECTURAL ABBREVIATIONS & SYMBOL ELECTRICAL DRAWINGS. O`; s' ' 2- „„\I-.-" It � 808 S .venue, Suite 300 LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER �•-' '" . '�.. ! • rtland, OR 97204 • • DRAWINGS AS APPROVED BY FIRE MARSHAL. " ,in 503.287.6825 BLDG• *�,,"._ / 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE `~ ..a v s' '''�' VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.com `" HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES V SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE ":z_... _ 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE i 1 %. 1 .J1,-.... ������ DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES, LOCATED WITHIN REACH RANGE OF 48"ABOVE ) c FINISHED FLOOR TO HIGHEST CONTROL AT GROUND '�,,/ 1. BLDG 1 _,.BLbG _x._.._13 -3; ,_- LpG 4 BL.C.0.6 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 372 , � -. --- _-------_.----------- DIMENSIONS AND OTHER STAIR INFORMATION. ` EENER CI '_'� ' 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT '+ flIA�l R.��' 6. SEE ELEVATOR SHEET AX-5,03 FOR ELEVATOR DRAWING PACKAGE. w • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND,OR 17. SEE DETAILIO/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8,11 FOR 2-HR WALL. 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 -'- �I r- _ 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. - r�.J' ��_. I 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-O" FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11,COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. 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I UNIT 2 BED I UNIT 1 BED I UNIT 2 BED I UNIT 1 BED I UNIT 2 BED I UNIT 3 BED GI 6-204 1 1 6-206 I - 23 1 6-208 1 -- 23 1 6-210 I - 23 1 6-212 I - 23 z3 6-214 1 3R- I [-il 171,07,I 3A II1AJT ............ 3A i• IMI 771- io CI FT144 i 2 3A -- • . , 13A 2 - i - I 3A 3q 3A - --I.;1`.c3i - L_J 2 _ 2 2 2 I - 2 - I 3AI vx-204: r / 6 206 ', , ° �3-208$ ri 6-210 •.- , foA 16-212 . X1 6-214 1/o T 1 , / , „T- 1 ... _ /'/.. -- I I G D REVISIONS "•, sr.4----•�' __ .`�'Y • :. .. :._ ._'�"_ .I V.. . - �\ .. ren"". � _..._ _ - - 6. • 1% , ., J J LLL...JJJ'� 13 13B LL« L.I Author Checker 6'-81/2" , 6'-5314" 5'-23/4" 5'-0" 6'-8112" , 3'-5314" ,5'-3114" 10'-5" 5'-0" 6'-8112" 6'-5314" 5'-2314" 9-0" 6'-8112" 6'-53/4" 5'-3114" 10'-5" 5'-0" 6'-8112" 6'-5314" 5'-3" 1 10'-5112" 113/4" 6'-2318" 5'-9" 6'-9" 11-5118', DRAWN BY CHECK BY ,, I ., • ., 1 -, I ., .I ., ,' •r" •� •Y •, ', '� PERMIT SET U�, 13'-21/4" 10'-23/4" /_ 13'-21/4" 20'-81/4" 13'-21/4" 10'-23/,x" 13'-21/4" 20'-8114" 13'-2114" 20'-8114" 23' 1112" STATUS 23'-5' 33'- 10 1/2" / 23'-5" L 33'- 10 1/2" 43'-9 3/4" 03.29.2018 C 3 r DATE SIM © 51 SIM 17062 2 • 6.5 � 6.7 A6-3.02 6.9 a ) SO 3 ••�I PROJECT NUMBER WP 0' 4' 8' 16' A6- ■ 02 ) 1 FLOOR PLAN LEVEL 02 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been %6-2.02, 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 ✓' 444 iiik AND CENTER OF ROUGH 7.....---''\'!Q OTHERWISE NOTED. DEMISING IWAL S ARE NG UNLESS MECHANICAL DRAWINGS. 7. •-'�� �, DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE } I `• '' , 2. FOR ARCHITECTURAL ABBREVIATIONS 8 SYMBOL ELECTRICAL DRAWINGS. O la 1( A itects, Inc. Q.,,`. ,- CLQ. LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 Thir+ `venue, Suite 300 '''''C ' \,•; • •� .-�. \-- / P land, OR 97204 DRAWINGS AS APPROVED BY FIRE MARSHAL. :in 503.287.6825 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.corn .--' l I HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES , i SHALL BE MOUNTED BETWEEN 15 AND 48 ABOVE It ; .� r ; I. 4: SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE I r DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE ,- , tl FINISHED FLOOR TO HIGHEST CONTROL AT GROUND ;Sof \,.__BLDG 1 ..;,BLbG;2...- 'LAW:*3., *4. '; BLDG.6 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 3721 ^ :_.. ____ _. - _ DIMENSIONS AND OTHER STAIR INFORMATION. Vol I i 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT ( BRIAN R.ELENER 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND OR 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. OF o 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/2912018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR _ INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). INTERSECTIONS R 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. , , fl 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-O" FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER DETAIL 6. 1 6.2 6.4 f 43'-93/4" 33'- 10112" .. i I 23'- 1 1/2" 20'-8 1/4" i 13'-2 1/4" 20'-8 1/4" 13'-2 1/4" ,, 4'- 5" 6'-9" 5'-9" 6'-21/2" , 5'-0" 10'-51/2" 5'-3" t 6'-6" Ck 6'-81/2" 5'-0"ir 10'-5" �5'-31/2' 6'-6" 6'-81/2" X-8.11 FO AX-8.03 © iTYP TYP © 1 ° 13BL � TMP �, 1 I13B 11: 012 I . � N 4wM 11% � r l J ® _301 © -303 • 3058 NI- , AX-4.12 i ' - 3A SA Z a' ® 3A i 1 F- SA121 WI W ' NF UNIT 3 BED UNIT 2 BED UNIT 1 BED zo 3A M > r1 6-301 1 kt I 6-303 I 23II 16-305 W 0 2 ;.-- 1 I (-11_ ice z I ,......._,L, I' 4:::c 0_ E'6-3 Q 2 :-.1••••• L ll M <IC i_i_s \-, 71 ,. A. II, -',,:,' 1 It ,....i LH' L : iI , 3 I r? jr\ 1 IIII- ' ''.--4-- I ., `. 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I - I I - -� I 1 . - - --I - - REVISIONS I� I, , 113811 gic 1 © 13B I p --1 , , _... 4'-5" , 6'-9" 5'-9" 6'-21/2" 5'-0" L 10'-51/2" 5'-3" 8'-;. 1/2" .3'-03,- 1 1/. '5'-31/2", 10'-5" 1 5'-0" j, 6'-81/2" 6'-6" Author Checker r .1 ./ r •' 4 f • q q I q q 4: r , DRAWN BY CHECK 23'- 1 112" 20'-8 1/4" 14'-3 1/2" 33' •10 112" .,i / .i+ I ,r PERMIT SET STATUS 43'-93/4" /, 14`-3112" 33' 1011 03.29.2018 DATE SIM S M 1 2 17052 6. 1 6.2 �� 6.3 �� 6.5 PROJECT NUMBER r 0 4' 6' 16' (3 A6-2 03a 1-9----, 1 FLOOR PLAN LEVEL 03 ©2018 OTAK,INC. , If this drawing is not 24"x 36", it has been :6-2.03 • 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 ,,- -• AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS.,""--Cc2 _...iiiipeAdie7:4 kik OTHERWISE NOTED. DEMISING WALLS ARE ,•"N. t, DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING & EQUIPMENT SEE Inc.• ; ELECTRICAL DRAWINGS. Otak Architects, I ;``ti .-.- f!- - ,`- ` � 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL 808 S • hir. venue, Suite 300 �. y ,; '. - LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER P. and, OR 9 04 `;''" " ' DRAWINGS AS APPROVED BY FIRE MARSHAL. - •" , ,- m :n 503.287.6825 ,r'-' "�, ;•- �•• ti' BLDG 5•,..__. 1 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE \.,' :'"Q''•-•).- - • VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL www.otak.com '•\• i/ i,r HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES !'y"_� ,. i M` '��` I' SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE 1, i•'- , 111 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE s t I �������• '` DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE t ,1 FINISHED FLOOR TO HIGHEST CONTROL AT GROUND ;;4 4 BLDG 1 BLG;2 BLX4 6.„_ ' BLDG 4 . B 206_, 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 37f ,� DIMENSIONS AND OTHER STAIR INFORMATION. 'Cvi 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLEI= lFi 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND OR 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. OF t 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/2912018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.'12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). A - INTERSECTIONS -^ J- � 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. - 11 � 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND D Btu PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-O" FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER DETAI le 6.4 6.6 6-3.D11 6.8 siD . 3 C 1 r C Fos +� 23'-5" L 33'- 10112" 23'-5" 33'- 101/2" I, 14'-31/2" w 43'-93/4" I I I I I I " 20' •81/4" 13'-21/4" 10'-23/4" I 13'-21/4" 20'-8 1/4" 14'-31/2" 20'-81/4" • 23'- 1112" , f y ...; 6'-533'-2 • 1614'"8112" 5'-100"'-253142" 314" 6'-531143'"-21614'-8318" ,5'-0118 , 1D'-5" ,5'-3114' 6'-5314" 6'-8112" 5'-0" ,5'-2314" 6'-5314" 6'-8112" 5'-D" I 10'-5" •,5'-3114'3 - 1 1/ x'-0", 8'-2114" I ' 5'-3" , 10'-5112" 0.'- 11 3/4', 6'-23/8 , 5'-9" , 6'-9" 0.'-5118", _ Aft 5 I I AX-8.03 AX-8.03 i 4 r _f i 1 13B 1°10 ' • [ 13 138- • I% 7 ji-TYP -I 13B1 - 13B 13B Ell /n1 - - i_ ��. .. ,.. .-� :awaec:N�ifc-yu.as..-was ..a:qr- .{}�1'�a�. AI u - Z Sakla.IJii!..,",--auie - " . - , _ .. 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I I .. ,.�`_� - :,' it 3A 51M CV • W Z GE _ . _ - STORAGE UTILITY CORRIDOR FORAGE . ;A`L"CC3F# IfOI� V ' CPT PT 23 1' C 2' ' ..-'7:=:r� '�1NAL'L5'4�NC5��.'�:��,,.:::.' oa = O Z . fi • . : . :• . .<<'•. 6-032 6-315 6-U33 Ir` ^ may~, _ _ r-- _ ��r Q ----_-. 1 11- i MY - (Th H 14 e} '-s� S/ 1 • r I 1 ao1 1 < :f ,s I_ti.. i ( • 1' t I i' �� �t f-�W1 I l :I N E I. .a. 1 1_ �, o I. i• �1 i �1 If .J. r .a_ °I �' S::S'�Y ! r T 1 Ir- jil 1 = o ��y s _. ., IJ / f 111 1 M ; �` I i I I : I I 1 . V 1 iM -1-1. il (f---7---- ----1[ 1i------- ._J L ; I �.. _._. 1 LAcil E _ _ ( --- -- 1II .�� ' A6-3.01ITITLE . II 1 15I j J.L.---1--- _-__ i _,_ _., ,,.__, -J 1 . __......... ,==..., ,I _i L----- , -- , 7:=' : ,r l_ # DATE DESCRIPTION . : ,i i_ i i ,,,.. 1 IL_ U/ - I ___. _ b rn �. LI , 1 UNIT 2 BED I UNIT 1 BED UNIT 2 BED UNIT 1 BED 1 UNIT 2 BED c- UNIT 3 BED g` _ ._ �, 6-304 ! - 23 6-306 - 23 16-308 f - 23 1 6-310 I 23 1 6-312 1 23 F riN 3A - �, ,,, 6-314 A 1A 1-37;1 1A ' 3A 3A EED 1 ` ' � ,---2--„, • I 2 3A I -�'.�..a 7.77 3A © '� 23A -�� ^ 3A 3A �,� _ _ `+� --- - -- �t•3�mn . � N(� C T5-304 i - I �� 6-306 1 - 1 6a-308 I - I 6-310 I - ! , +-1. 1% 3-312 i - I �� 0 3A 1 1/0 <r .. I I _F21 .� I T.n _rei "_. REVISIONS E '• % 13B- il 7 . 13B 13B - LH13B I 11 1 " 1 1 L1fTiiii 1 1 I 11 1 f 1 " 1 1 " f " 1 11 1 M 1 " 1 " 1 " f 1 1 11 f " 1 11 ji, 6'-8112 6 -5314 ,5 -2314" , 5'- 0" 6'-8112" , 6 -5314" 0 5'-31l4'�• 10'-5" �, 5'-0' � 6 -8112 •, 6 -5314' S'-2314" , 5 -0 6 -8112" 6'-5314" ,5 -3114 �, 10 -5 5 -0 � 6 -8112 � 6 -5314 5 - 3 •, 10 -5112 �� - 11 314 6 -2318 5 -9 � 6 -9 �4'-5118 - Author Checker i .• 10'- 314 13'- DRAWN BY CHECK BY 2 " 2 114" 1. 33'- 10 1/2" 10'-2 3/4" 13'-2 114" 20'-8 1/4" 13'-2 1/4" 20'-8 1/4" 23'- 1 1/2" ,1 .I► .• e .► .}. PERMIT SET STATUS 03.29.2018 23'-5" , 3 33'- 10 1/2" 23'-5" 33'- 10 1/2" , 43'-9 314" .i- DATE ©, Ack S M 3 SIM SIM , 17052 VP 6.5 we 6.7 A6-3.021 6.9 TaleIP • ir, PROJECT NUMBER pi or r 0' 4' 8' 16' (3 1--,..---, A6.2 ■ 0 3 ) 1 FLOOR PLAN LEVEL 03 020180TAK,INC. If this drawing is not 24"x 36';it has been ;6_2.03', SCALE: 1/8"= 1'-0" reduced/enlarged. Scale accordingly. SITE KEY PLAN FLOOR PLAN NOTES ot k 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. _.•MINIO.....4Zig Illik '� F� OTHERWISE NOTED. DEMISING WALLS ARE /.:1.---'\41..--',1,4\ � DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE ` - ' Q ELECTRICAL DRAWINGS. Otak A . ects, Inc. ,, O•, y,• ' .,-� 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL 808 S Third enue, Suite 300 r LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER \•- ` • c.. - DRAWINGS AS APPROVED BY FIRE MARSHAL. Po land, OR 97204 '+-'` ` ' m- n 503.287.6825 BLDG 5,.., -., 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE ` �. '•� ' f VERT::1ICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, +.otak.corn ';\;.', �---- \ HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES ::•''"�! SHALL BE MOUNTED BETWEEN 15 AND 48 ABOVE -- -• 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE • `�"; �v�f �' DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE • �; ' ..\,,� ., i FINISHED FLOOR TO HIGHEST CONTROL AT GROUND % ' e '`: BLoG 9 =,BLtiG/- , I 3 ,___3I-DG 4, BLi3G 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 372. __ DIMENSIONS AND OTHER STAIR INFORMATION. :RIM R.FLEENER A : 1 1 • 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT "* 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND (}R 17. SEE DETAILIO/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. 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 4IAX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). INTERSECTIONS I 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. _. .�•• Ii I „- r n 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS SOFFITS 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 6.1 6.2 6.4 i 43'-9314" , 33'- 10112" I J I ,, 0 23'- 1 1/2" 20'-8 1/4" y 13'-2 1/4" 201-8 1/4" 13'-2 1/4" , 'I • , -5 1/8", 6'-9" .4, 5'-9" .4, 6'-2 3/8" '- 11 3/4", 10'-5 1/2" ',, 5'-3" 1, 6'-5 3/4" di, 6'-8 1/2" 5'-0" f 10'-5" •,5'-3 1/4' 6'-5 3/4" 6'-8 1/2" , 1 O Mk I O TYP AX-8.03 AX-8.07 TYP AX-8.03 TYP © ,� 13B 1138 ® . ; 6.A •- - - ti l t ) •-40 :' • , - • •03:; - © •-405B <I 3A Elm"may►, . 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" (7: - fl ��� # DATE DESCRIPTION bu f 17.1 .:,-r�^ '. O '' w._.._.Mi--- -: 11- ;i LII rn 7) - r H 2 I- ---' I 23 c-.1 N-....." 1 1 c- UNIT 3 BED SIM � I I I UNIT 2 BED i 6 3A 1 SIM I 6-402 2121 6-404 I 3A 1 � 3A I I AX-4.122 4 STAIR 1 ® r1 I- 6-416 f _. 2 v 3A •-402B,., 4% . .. - . - I - I c -. • . _ - - .1% ��404:, f M1.�r=...�.. � 6. 'r' ;< 1� _ - - REVISIONS 5 1/8" 6'-9" 5'-9" .� 6'-23/8" g'- 113/4" 10'-51/2" 5'-3" 8'-: 1/4" 03 - 1 114'5'-31/4"/ 10'-5" ' 5'-0" ' 6'-81/2" ' 6'-5314" Author Checker ', •, •1 ,r _ . , DRAWN BY CHECK BY I, 23'- 1 1/2" •, 20'-8 1/4" L 14'-3 1/2" ., 20'-8 1/4" S -2 1/4" PERMIT SET .r STATUS , 43'-9314" /1 14'-31/2" 33'- 101 ., 03.29.2018 DATE SIM SIM 17052 6. 6.2 �, 6.3 �y II 6.5 PROJECT NUMBER VP 0' 4' 8' 16' a ni-1--, N 1 FLOOR PLAN LEVEL 04 ©2018OTAK,INC. : If this drawing is not 24"x 36',it has been 6-2.04 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 ,. ' • OTD RWISE NOTEDAND CENTER OF UDEM S NGGH IWAL S ARE NG UNLESS MECHANICAL DRAWINGS. ,...40401000:4KA Ilk \• DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING & EQUIPMENT SEE s. '-', i\Q `\r .�,-' ELECTRICAL DRAWINGS. dtak Ar a • ects, Inc. ,� c \ ',. •-....„(-2N.� 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL 808 S hird A nue, Suite 300 LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER `,,;' 1 Po :nd, OR 97204 `: ;,•"�� `, DRAWINGS AS APPROVED BY FIRE MARSHAL. mai 503.287.6825 V" i' '-.JC BLDG 5..._.-._, / 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE �.-� �� VERTICAL CONSTRUCTION ASSEMBLIES AND 15, OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, .'ww.otak.cam ; f'_.\ ,.}' \ 11 HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES '� - '' SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE '-~ 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE 1 `,'••,,j I ! L=.] �+� '' DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE �•A; 1 ' _.-_-._ _�__.� FINISHED FLOOR TO HIGHEST CONTROL AT GROUND .�* t'M �t SLOG 1 )3 G 2_.;,.._._.._ It_3;..,:_13LOG 4 Bo C�a 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 720 , .:.---... -_...___- --_-_ ei I_----_-_.-_-.----_.--...f_. i DIMENSIONS AND OTHER STAIR INFORMATION. BRIAN R.FL Et R 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • s 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 O RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. OF 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/2912018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR _ INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL (AND HINGE JAMB DIMENSION). INTERSECTIONS r^ II '" IL 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. __. 'U �~ -�_, .- Lr 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND DBG P R 0 P E RT i E S ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-O" FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/, -8.11 FOR RECESSED FIRE EXTINGUISHER DET, 11«4 6.6 6-3„011 6.8 ga, • 4 .1 g 3 C , , , FOS 23'-5" •IP 33'- 10 1/2" I 23'-5" I 33'- 10 1/2" I 14'-3 112" h� 43'-9 3/4" ✓ I 0 1 I I I 13'-2114" r 10'-2314" 13'-21/4" ,, 20'-Si/4" 13'-2114" 10'-2314" 13'-2114" 20'-8114" 14'-3112" Jyy. 20'-8114" 23`- 1112" ✓ �� I� 1 /. • 6'-5314" 6'-8112" 5'-0" ,,5'-2314" , 6'-5314" 6'-8112" 1, 5'-0" 10'-5" „5'-31/4" 6'-53/4" , 6'-81/2" 5'-0" ,5'-23/4" 6'-5314" , 6'-8112" „ 5'-0" 10'-5" 5'-3114'3 - 1 11 '-0"� 8'-2114" 5'-3" 10'-5112" '-11 3I4'• 6'-2318" ,, 5'-9" 6'-9" r-51i8dr" 1 5 l AX-8.03 NP 0 AX-8.03 13B , 19� E lie TYP 1 I [---T-Fq1 13BJ-- 2 . - f I �,o CI N 6.A CO •-4056 © of ' © • 'O B e '11STAIR 13 ` E r I 2 I ,°� 6-4 d II _ I 3A1 © t_ ._.. {� m .�. Ips I -[� © , 2 m • 1 4 1 :‘-v W6.111.. w 3A 1 UNIT 1 BED � I UNIT 2 BED 3A I UNIT 1 BED 11AI I UNIT 2 BED D I I • 1. ;- I UNIT 3 BED 23 6-405 1 23 ` 1 6-407 1 23 - 6-400 1 23 - I 6-411 21 7) ._1 j 121 r 6-413 EA - ii) M >W II I I, IMMM mi 1 -71 - - I 1I AX-5.02 i I- --,,, 2- 7--- � SIM' I I ..� `. - Yrrr i il �.. I < II r----- 1 5 .1:' -'--- c , _ L f i- /J/ a .» __ _ i -5.03 �y_� _ r 6-4176 �r ________ji I---e. , - 4-I iiii I TA T-'-., 1 1_,4 ,,=.. . .,________J \ ,--< il „ a o 1 I -.1.- -,, L (- \ii ,. t' i ri, rl s. iIf , E L 4 i r I .,. I :i ___„, : , i_,, lop_9" I! AM :,c,1 II i i1 - ,1 r 11 ' �'�. -�j" - -",03 I� �w I � � F ,l I , I 1 i AX-8.07 C'7 , .5gp Ila W 21 21 i F � I - ii r ,. �. :1 f �,� l""• y' 7-'-' � „��... _-�- i' ;1 ,-� -,""""V" .. 1' ` 1 --\ II 3A 13B 1 _ i. r it r. ... .)I . ( . :;:,`---4!-- e �% 'fir. ! I / ♦ '\ i I [ \ ✓ I � -- I 1 `'# ' ,i if 51M {fl N x STORAGE . • :-:-:UTILITY: � . . . CORRIDOR::':'•',.:::.., <����S O _ - _ _ .. . - T RAGE�;" ._ - _ - Lary iL A C(�1 . I�O�t' =CPT2 ® _ - '��lN 'LSU O - - - AL N4 � Z 6 U41 6 U42 6-415 6 U43 kk [ ---fldW . iiois, 6.0LLI fx 1-' I '' . < Ct - ift I Is., r . I Li." f4.._ _ {- i.rr41, _�, I f P ..i I 1 co I ` Il I: i ,•., ,)_, .1 r.-:,ii1 ' r = C7 A LFI1 - .__ _...../[73 ,...,,: :_..... "Z/.-- 11 1 311 TITLE , 1 I LI 1 --� 1-- - _. ,-.5 # DATE DESCRIPTION -- 1 , / Er- ----- --- - ->------ i , „,.....] . \-.., ,.. i 1.---"" \,. L , L.=) 2 - 1 UNIT 2 BED I UNIT 1 BED I UNIT 2 BED 1 UNIT 1 BED I UNIT 2 BED I c- UNIT 3 BED 6-406 '' I 6-404 I 23 I 23 I6-408 I - 23 ', I6-410 - z3 16-412 I ® 6-414 3A �, 71P)/111 1A 3A 1A 13A 3Aio - � "r 2 p _ 2- -_1. 3A 3A1 �► I n . . . , ,, 1 lV $-404 I I 6-406 • 2 '. o 16-408 2 4 , : 6-410 2 7% x-412 ` iTr ,_ -� ar. 1 1�o _ { I +--- - �--� `r� 6 D REVISIONS ..._. U ��. _,.. ._•_ ; ` •.man-�.:,_. _..- I k-laB / 11 - 136"-- 136 L113B1 _ © I 6'-8 1/2" 4,, 6'-5 3/4" 5'-2 314" 5'- 0" 6'-8 112" 6' -5 314" 5'-3 114" 10'-5" 5'-0" 6'-8 112" 6'-5 314" ,5'-2 314" 5'-0" 6'-8 '112" 6'-5 314" 5'-3 114" 10'-5" ▪ 5'-0" 6'-8 1/2" 6'-5 314" 5'-3" 10'-5 1/2" f-11 3/4" 6'-2 3/8" 5'-9" 6'-9" •r-5 1/8' Author Checker DRAWN BY CHECK BY S„ 13'-2 1/4" 10'-2 3/4" 13'-2 1/4' 1, 20'-8 1/4" , 13'-2 1/4" 10'-2 3/4 13'-2 1/4" �, 20'-8 1/4" , 13'-2 1/4" �, 20'-8 1/4" 23'- 1 1/2" PERMIT SET 1' 23'-5" 33'- 10 1/2" 1, 23'-5" ,, 33'- 10 1/2" L 43'-9 314" STATUS 03.29.2018 II 3 DATE tdk SIM 17052 6.5 3 l� • A6-3.02 6«9 �? ill, ID ig, PROJECT NUMBER 1 \,_I 0' 4' 8' 16' ,,,,,i, !-9-1-11A6-2 ■ 04 ) 1 FLOOR PLAN LEVEL 04 02018 OTAK,INC. If this drawing is not 24"x 3r,it has been 6-2.04 SCALE: 1/8"= V-0" reduced/enlarged. Scale accordingly. ROOF AREA VENTILATION SITE KEY PLAN ROOF NOTES Otak VENT FREE AREA(sqft) NAME AREA(sqft) 1. VAPOR BARRIER AT INSULATION TO BE LOCATED ON REQUIRED PROVIDED ,. WARM SIDE OF INSULATION. AREA 1 13,672 45.57 46.75 /�CC�/ 2. SEE 6/AX-8.06 FOR PIPE PENETRATIONS. . AREA 2 267 0.89 2.75 �. /c„,--".„. �'y "\ Otak Arc. ects, Inc. O! 3. WALK PADS TO BE PROVIDED FROM ROOF ACCESS 808 SW hird Av. ue, Suite 300 AREA 3 355 1.18 2.75 .0 .. / DOOR TO ALL MECHANICAL EQUIPMENT(VERIFY Port!. d, OR 97204 ' ` �!S.f•.• .-.' '- LOCATION OF ALL EQUIPMENT PRIOR TO PROVIDING .6825 \� \ - `, '`'•`BLDG 5: LAYOUT) mai NW.ot k.corn ,•� uvw.atak.cam '\ ~` �'`� €. 4. AT ALL DOWNSPOUT LOCATIONS PROVIDE A r - SPLASHBLOCK AT THE ROOF •,`�. _._._... .,..,__. �_ ..___. III , x AREA NOT TO EXCEED 3000 sqft.VENT FREE AREA ` i� ���� ! Ii .'�'•` MUST NOT BE LESS THAN 11300th OF THE ROOF AREA ` ` ,,t .-.BL�iG.1 BLDG �,: E��_� � ,- ,; BLDG.4 .....8L4. .6..;.`-��: 6. PROVIDE VENTILATION OPENING FROM MAIN ROOF SPACE PER OSSC 1203.2 EXCEPTION 2. ', ---..�.._.-.._.-_--1__----___------__. -___-._...._._. -_ -... .. TO CRICKET AREAS. 3720 ,=I ! . BRIAN R.FLEENER 4 • • PORTLAND,OR LEGEND OF 0 3/2912018 ( 1 I I STAMP , STANDING SEAM METAL ROOF liI MEMBRANE ROOF SEE ASSEMBLIES - J ln-1-1-11-1-1_1"1-, - - - - - FACE OF EXTERIOR WALL BELOW DBG PROPERTIES . .. . 2-HR BARRIER WALL BELOW LLC (RATING TO EXTEND TO UNDERSIDE OF ROOF SHEATHING) ROOF VENT CONSULTANT ROOFSEE81DRAINAX-8.05 AND OVERFLOW 0C) ORD i-1-..]..L117 GREEN ROOF ie.' i BALLAST ROCK 6.1 6.2 6.4 6.6 6.8 • • 3 it, 43'- 10" 33'- 10 1/2" 23'-5" 33'- 10 112" / 23'-5" 33'- 10 1/2" 14'-3 1/2" 43'- 10" I I I of I I 43'-3 1/2"-TYP EXTERIOR WALL / I © 39'- 10"-TYP BELOW-TYP / +� I • -8.0. TYP 39'- 3 1/4"-TYP I 6.A - - - - - - - - - - - _ I _ -. - - - - - - - - - - - - � - - -- - N I T - N - -=I - {? -- - I �- .s I do SIM - I I 8 I f I- --- - I I = iv 1 I cv �' ll ii A 11 V I _,. ..._. • , ABOVE - .. -- _.,., _. ...,., __..._ ..... �... .._.. . . -.. -...._. .._..._..,.,.,. .„ _;...arm ._.. I I I" I 41'- 10 114"-TYP Ah ` I - STAIR 2 BELOW, EXTEND 2-HR I -8.0. RATED WALL TO UNDERSIDE BELOW [ill OF ROOF SHEATHING W • I I I I WOOD OVERFRAMED o 2 I CRICKET-TYP '� I MECHANICAL AREA 3 EQUIPM7=NT SCREEN, \ r COORDINATE SIZE 3'-0"X 8'-0"ROOF I Z L WITH EQUIPEMENT ACCESS HATCHla] \1<:?,,,,. v I r I I fIlki,. CUT SHEET, MAINTAIN I ::::‘', • -8.1 iy WOOD OVERFRAMED a „ I r I-� REQUIRED CLR SPACE ICE CONDENSER ON 4x8 PT - 12 i / ii .•• CRICKET-TYP 114"1 12" CURB RUNNERS PARALLEL / 4 --7' `- 1/4"• 112" I CL cL WI ROOF SLOPE-VERIFY AX-5.03 • -8.21 t \ 11141C 0 LL PP' I ; ; LOCATION IN/MECHANICAL I / \ X 0 6,B I - - t - SIM - - - I- - - - - - - - - - __ - - - - - � . . -I - - - - , - I Cl) 2 © L PREFINISHED METAL ® ? 1 12 Q /'O/ GUTTER WITH DOWNSPOUT AREA 1 fO N L 2"112" 2 AREA 1 AX-5.03 ale w , <`3 AND SPLASH BLOCK uo N ti CO 6.C f - r , - - - - ( . ..1.I� 1 i 1 - - - - - - - - - - - - - - - - - - - - - - - - - - , ,Z ELEVATOR SHAFT VENT I = ` # I -5.03 I I I I n ct 0 ilk _ ah SIM _ / O z I = E WOOD OVERFRAMED 0 C] N I 314"/ 12" I STAIR 1 BELOW, EXTEND CRICKET TYP N N = C3 I I 2-HR RATED WALL TO r ROOF VENT W/2.75sgft `� I I I d) 0 fit �' •• •_�` UNDERSIDE OF ROOF `v I ak FREE AREA MIN-TYP [ill „ P. - T SHEATHING ~ ~ m 111 AREA 2 1 /-` , �I © I I I �iI • -8.0• TITLE TYP o , 38 - 1 TYP L��FY L = j I SPy ` I AN''' `6i r I e�eFs)- I N aM I I / E \\ie., I a # DATE DESCRIPTION 00 CO �� yA( 6 iegC ago m 114"112" 1/4"112"_ T- -114"112" 114"112" �' \IR' 414 �Er 114"112" r �y114"112" 114"112" 114"112" 114"112\ I noIO r -emsD I 1/4" 12" • !, -y^ _y ._.i .. _ .. _._. ...- -----.- ._--...... _..„ T�l \---.. Q°® o•O j ®"' 1/4"/ 12" 1/4"112" P© I, 0 114"1 12" / !i \oø 0 I 114"1 12" I I I = D I. I 114"1 12" 1 RD R60 fV 0 I I RDO. ly O 4 I ® ey R �y I RD 1-C4 -- T- I I _- Y �� I I r -� - _ rl -- _ • OD +� N I N ^„+_ I, I I iv L I N- I N i I •r 39'- 10"-TYP _ _ EXTERIOR WALL � BELOW-TYP 7 ROOF DRAIN/ SADDLE AX-8.05 9 15\ OVERFLOW-TYP REVISIONS FLASHING -TYP 1 • -8.0. AX-8.06 I I I i TYP I TYP I 43'- 10" 14'-3 1/2" L 33'- 10 1/2" Ir 23'-5" 1, 33'- 10 1/2" 23'-5" I 33'- 10 1/2" L 43'- 10" Author Checker • DRAWN BY CHECK BY PERMIT SET 6. 1 6.2 6.3 6.5 6.7 6.9 le 3 ,•I STATUS 03.29.2018 DATE 0' 4' 8' 16' C 17052 PROJECT NUMBER ROOF PLAN A6.2 . 05 •6-2.0 SCALE: 1/8"= 1.-0" ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. RCP LEGEND Otak 11.6.. SPOT ELEVATION-ABOVE FIRE LIFEISAFETY I REFERENCED LEVEL EXIT SIGN -..A11.0111.41.2 L /11_411 HORIZONTAL ASSEMBLY & FIRE HORN/STROBE 0SMOKE DETECTOR Otak A ' itects, Inc. LIGHTING FIXTURES 808 Third venue, Suite 300 97204 CEILING SURFACE MOUNTED MECHANICAL m 'n 503.287.6825 1 '�` , RECESSED CEILING ® SUPPLY AIR www.otek.com , 0 1 WALL SCONCE R121 EXHAUST ETURNAIR t ® RECESSED FLUORESCENT 4 EXHAUST-WALL VENT t I ' , 3120' - 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9or 41110 a 64 CEILING ACCESS HATCH ,. BRIAN R.FLEENER • BEAM 1?iDRTuAKD,OR ABOVE RECESSED, CANNED 7'-8 1/2" LED LIGHT FIXTURE f ' I I I ) BEAM ABOVE 8 -0" n 8'-0" �y EQ EQ . I ! I l'i Ii I I I I \x i I I I I I �, EQ ♦ EQ 312912018 1 a I1r-1 .- 1 ' • A--. 1 1 II I 1 I I ,i , ____1,1, . 1 IJ I r, , 1 II - _ I 1 y I STAMP 7, )1 , ., . ., , , , , ,., , , , ,, : ,, : , r , I I Iw 6.0 - -: - „ . .: , , : . . - , - - . - . - , .- ., ' ' ' 7-- ., -. .. - ,.. ,. . -. -,_ _ - .- ,- . , . ... 7 .1:.i:. ,,, ,_ -- . - ..:1. 77:77: '-.- ' : . - , •,- :•.--re - -' , = •• l'.. ,. . ,. •-•- = - , .-,. .- - . ' .' .- .-- . - - - 'IL .. -•:, • ' - ' - - ' ''. 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I _ w _ PERMIT SET 0 1 . . f imolL II 1 `r^S �^{' _ Y ..I I -� ` w I - - r - - STATUS w ►�Pi - - " 1 I .77 _ I f I ' L 0 .29.2018 1 111 77 I-� if I I ii{ I I ,-�i I DATE I1x4 WOOD CEILING- I I I I I I II1_111I II I ILA EQ EQ EQ EQI. EQ MATCH SPECIES OF Mir 17052 BUILDING BASE TYP ,� Q EQ EQ EQ �, EQ PROJECT NUMBER CEILING ( I : L I RECESSED LINEAR I I I I I I I I I I 1 CEILING ACCESS HATCH 1.-2-- I i I ACCESS HATCH A6-212 I LED LIGHT FIXTURE I t I I A6-2.12 A6.211 lie' II .. --- GYP CEILING J e i i i_ I 1 1 BUILDING 6 RCP - GROUND LEVEL - ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been '6-2.1 SCALE: 1/8"= 1'-0" reduced/enlarged. Scale accordingly. • 6.2 6.3 6.4 6.5 6.6 6.7 6.8 Otak ,,.........„;;;Ii,26,.. I I I II I Otak Architects, Inc. I 808 S venue, Suite 340 �nd,OR 97204 _ I I rr�n 503.287.6825 ___ - - ¢ - www.otak.com �..�� I , - irl I • ch 6.B 1 , " 1 " 1 11 1 11 1 n 1 " � 1 "•, _ "' ! I1 f " ' ,- 1 ' - 5' 11 - 11, 1 11 - 1 " ., 1 11 , • ! 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J: . _E____„.7. .. . .. ••,:, .6.CLc103.29.2018 I I I 17052 1 1 1 m 1 I PROJECT NUMBER TIT A6-2 A6-2 . 12 1 2 1 BUILDING 6 RCP - TYPICAL WOOD INSET B ®20,80TAK,INC. rf this drawing is not 24"x 36',it has been 6-2.1 SCALE: 114"= 1'-0" reduced/enlarged.Scale accordingly. ELEVATION LEGEND ELEVATION NOTES otak III 111 I Ij VERTICAL WOOD SIDING-AND-1 1. SEE BUILDING FLOOR PLANS FOR DOOR TAGS I VERTICAL FIBER REINFORCED 2. SEE THE SHEET A6-1.11 FOR WINDOW AND DOOR - rdifi -40°...14044 lik 1-1 ---I Id CEMENTITIOUS PANEL SIDING 12"X SCHEDULES. 48 STAGGERED-PT-1 Otak A - ' ects, Inc. 3. SIDING TYPE, REVEALS& BUILDING COLORS SHALL -nue,808 Third A e, Suite 300 HORIZONTAL FIBER REINFORCED WRAP AROUND CORNERS INTO RECESSED AREAS Par-and,-nu pR 97204 CEMENTITIOUS LAP SIDING W/6" UNLESS OTHERWISE NOTED. -�-�--:��-_ mn 503.287.6825 EXPOSURE-PT-2 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. www.otak.com FIBER REINFORCED CEMENTITIOUS PANEL TRIM -PT-3 5. SEE 61AX-8.06 FOR TYPICAL ROOF PENETRATIONS. WALL MOUNTED BIKE RACK 6. SEE SHEET AX/-8.11 FOR DETAILS AT ELECTRICAL 111;r111 ' ) 0 LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. � > FOC FIRE DEPARTMENT CONNECTION 37212 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS SEE EXTERIOR FINISH SCHEDULE NEEDED. o BRIAN R.FLEE1V i FOR FINISH INFORMATION. a a 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL OryRp{` �{�r {y P V ii 1 S./Slt l�s�Il PENETRATIONS. /� G B c A 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF 0 D 6 6' 6. . 6.A 6.4 6.3 6.2 1 I� 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED 3/29/2018 WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP "ELECTRICAL ROOM." METAL PARAPET 1 63'-6" 7T-8 114" 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT CAP FLASHING 29'-0" 5'-6" 29'-0" I 19'-7" 14'-3 112" I 43'-9 3/4" '1 CONNECTIONS SERVING AUTOMATIC SPRINKLERS,1 1 I - Alk 1 STANPIPES OR FIRE PUMP CONNECTIONS AND BE s. 5 16 ® VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALL _ ,,_�-f INDICATE DESIGN PRESSURE OF FIRE PUMPS WHERE (7 \TP. 2 TYP AT FIBER TO HIGH ROQF -8.0 / • -8.0 TYP • -8.0, • -8.0 TO HIGH ROOF PROVIDED. DBG PROPERTIES 44'-0-0" SIM. 44'-0 PAINTED FIBER i--4_-__. CEMENT .-- _.._.•,�-- I I I i i I r ! CEMENT PANEL `" • -8.0, -8.0 8.0 x =w`"" __ --I _ _� --__-_-1 ' _._,ry_ ! - __-'-_.rr---:_-_.--I_-�_-_-..-_4_ , I i 12. BUILDING ADDRESS NUMBERS SHALL BE PLACED INA LLC ... ., - - P - I ._.- - _._. -.. C WINDOWS UNDP _.. i I� 39 - 10" I I I J `�_` T TO LOW PARAPET POSITION THAT 1S PLAINLY LEGIBLE AND VISIBLE FROM TRIM AROUND _ TO LOW PARAPET - - - _ - - __ {� . 39'- 10" �NCHESHE STREET. HIGH WINHNUMBERS AM NIMUM STROKEMINIMUM WIDTH OF 0.5 ! vs.. I- - ❑ I - LEVEL 04 TO PLATE "I I r I - _..' - 1 Ij, ;TDP. t--1 --'`rr, I LEVEL 04 TO PLATE INCHES. CONSULTANT EXHAUST VENT \ -- ; /. 35 - 10 \ _ \ \ ' -CI 6 \ _ i\ \\ r. - . / 35'- 101, c) ---• 1 4 2 - F 2 , 2 2 2 1 4 13. SEE 4/AX-8.07 FOR KNOX BOX DETAILS. 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I I 1 - -- - 1 I ' -L- __711 W ( -------- I ---,1 GROUNDLEVEL 03.29.2018 1 6 0'-0" DATE 17052 AX-8.05 PROJECT NUMBER A6...301 0' 4' 8' 16' ■ 2 BUILDING 6 - EAST ELEVATION B 11.11116emmulll ©2018 OTAK,INC. If been `6-3.0 SCALE: 1/8"= 1'-0" educed/enlarged, Scale accordingly. ELEVATION LEGEND ELEVATION NOTES - U 1 11 111 VERTICAL WOOD SIDING-WD-1 1. SEE BUILDING FLOOR PLANS FOR DOOR TAGS II 2. SEE THE SHEET A6-1.11 FOR WINDOW AND DOOR .............4.<1 IL, VERTICAL FIBER REINFORCED SCHEDULES. N 48"STAGGERED PT-1 ANEL SIDING 12 X Otak Architects, Inc. 3. SIDING TYPE, REVEALS & BUILDING COLORS SHALL HORIZONTAL REINFORCED WRAP AROUND CORNERS INTO RECESSED AREAS 808 SW Th. ' Avenue, Suite 300 I HORIZOCEMENNTAL FIBERS LAP SIDING W/6" UNLESS OTHERWISE NOTED. • land, OR 97204 I m- 503.287.6825 EXPOSURE- PT-2 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. .atak.cam FIBER REINFORCED CEMENTITIOUS PANEL TRIM - PTS 5. SEE 61AX-8.06 FOR TYPICAL ROOF PENETRATIONS. WALL MOUNTED BIKE RACK 6. SEE SHEETAX/-8.11 FOR DETAILS AT ELECTRICAL .� II e LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. e /► c p 6 G FDC FIRE DEPARTMENT CONNECTION 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS 372 6.A 6.B .C -.1.-3 4 SEE OR FINISH SCHEDULE NEEDED. , BRIAN A.FLEENER 6. 1 6.2 6.3 FOR 6I 4 FORMATION. 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL aA 63'-6" PENETRATIONS. PaRnAND,OR • 29'-0" I 5'-6" 29'-0" 77'-8 1/4" 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF 0 I I PAINTED FIBER CEMENT ,, 43'-9 314" 14'-3 1/2" 19'-7- 3/29/2018 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED © SIM PANEL TRIM AROUND �' WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP Ail SIM WINDOWS-TYPilk SIM "ELECTRICAL ROOM." Iri • , WV11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT 2 TYP. r c:28)NP. AT FIBER _ - TO HIGH GOOF ^8 0 --._ - TO HIGH 440E CONNECTIONS SERVING AUTOMATIC SPRINKLERS, -"® CEMENT• -8.0, -8.0 -- J-_ - "'� �- _ €_ �_._ - ' ' ` ' I .. STANP PE OR F RE PUMP CO NECTIO SAND BE 1 S 1 N N.. r I I 1 1 i • I ; 1. I I ( I VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALL __:1_,Lr-MA. -1Thr-iin__:1-1.1, ' I I TO LOW PARAPET I I 1 - - - I - 1r__ - - _ LOW DESIGN PRESSURE OF FIRE PUMPS WHERE -- - - . ____,_ _________T 1 1- - -�� _. __._�- ,.:,..,,,z i 39'- 10 ----__ _ _ - - - -� - _ -_. - _ _ I - P 39' 0" PROVIDED, DBG PROPERTIES I I '' ' " r I I - LEVEL 04 T PLATE 12. BUILDING ADDRESS NUMBERS SHALL BE PLACED IN A LLC • '" _ - LEVEL 04 TO PLATE I R� - _ _ s 3}} O POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM 40 \ 1 f\ 0 - a - ,I - / 7 4 I - ---- 35 - 10 \ ' /" �< / / I - \ � \ ;trr � 35 - 10' \ 1O� - - ! \ 1 1 / O I_ O \, 1 / O L1 j' / O _ - 2 O 0 - i O \_ - _ `--� \ THE STREET. NUMBERS SHALL BE A MINIMUM OF 4 / INCHES HIGH WITH AMINIMUM STROKE WIDTH OF 0.5 / - - / \ HORIZONTAL / _ _ cp - !I, '' INCHES. CONSULTANT LAP SIDING - -- - - ING � � � i� _. =1 iii :■1� I 'Illlili ; - - 13 SEE 4/AX-8.07 FOR KNOX BOX DETAILS �-- LEVEL o4 11I = IlIIIIIl IIIIII I111110011'-.I �., LEVEL - I- _ a�l�li� EII�IYI�ellu lulluaiolai4l unitlllnlflll�*ui_ `' \ -TI -6 27' 9112 T -_ _ , . , ; _ - - - , le:el�■1 NM -- 27'-9 1/2" 4 \ \ 1 I 3 \ -V Qli..._ �-:/ / OI O \ �--/ / 2 / V ' - ,-< O _1 - 7 O` Ill, - V \ \I- O \ \Y =lJ O O_ O I__._ -. ' -- / - - \ i- -8.0 TYP.AT FIBER / i \ - �- _ --- -_-': , / - L I. 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TYPICAL ROOF CONDITIONS SHOWN-SEE ROOF PLANS FOR ROOF CONFIGURATION AND PITCH. :..........,,,--..A. 6, 2. SEE A1.01 AND A1.02FOR ASSEMBLY TYPE DESCRIPTIONS , Otak a rchitt. ts, Inc. 3. SEE 9/A8.11 FOR OUTLET BOX DETAILS. 80; . Third Ave e, Suite 300 4. SEE STRUCTURAL DRAWINGS AND BUILDING Portia •, OR 97204 4.D 4.D 4.D ELEVATIONS FOR ADDITIONAL REQUIREMENTS AND main 03.287.6825 INFORMATION NOT SHOWN HERE. .otak •rn 5. ARCHITECTURAL ELEVATION OF 0'-0" IS ASSUMED AS THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL DRAWINGS. SEE CML DRAWINGS FOR ACTUAL I . AX-BOB I BUILDING ELEVATION. 06 • 3720 - - -ITO HIGH 1:31___?0_ _ft, TO HIGH ROOF,. . i•IAN R.FLEENER El II 44 -0 ' - -4-4'-0 4.D • • II T t%RTLAND,OR II141 ' 1 Allk _'-i - _-- • • AX-8.06 i .• 3/29/2018 ' 1 . Aft 1 1 I I • -8.06 AX-8.06 ..._ - ___... 1 ! i STAMP I__ - TO LOW PARAPE , . , . ; - : I : _ -1- ..-i •,. 1:.---- 39'- 10" " II TO LOW PARAPE . TO LOW PARAPET - _._1_,,,m_.. _ II___ ._._ I . I t ____!_ L" _.. 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SEE STRUCTURAL DRAWINGS AND BUILDING Port! -id, OR 97204 ELEVATIONS FOR ADDITIONAL REQUIREMENTS AND mai.503.287.6825 INFORMATION NOT SHOWN HERE. .'ww.otak.com 4.B 4.C 4.B 4.C 5. ARCHITECTURAL ELEVATION OF 0'-0"IS ASSUMED AS glkTHE TOP OF SLAB ELEVATION FOR ARCHITECTURAL DRAWINGS. SEE CIVIL DRAWINGS FOR ACTUAL „ IN � , BUILDING ELEVATION. , y 3721 I I I R3 1 BRIAN R.FLEENER A TO HIGH ROOF • • 8 44'-O" P(IB7LAND,aA PROVIDE GYP BRD DRAFT sSTAX-8.06 OF 4 I!' . _. .._._..... IEII 3129/2018 UNITS PER SC 7 8 4PS BETWEEN RY 2 I I I�� � �...�.�.....1 li �� - I- SIL AND 718.2. OVER-BUILD STAMP SEE ROOF PLAN FOR CRICKET SEE _�� - ' - - - = 1 LOCATIONS ROOF PLAN - 1 - TO LOW PARAPET ! TO LOW PARAPET \ I R1 39'- 10" # I i --- 39'- 10" — R1 -- t • � DBC PROPERTIES LLC 41‘ al 1It 'Irak411‘\19 rI Am ' i.! c 7.:...rop.mili....„....64. " p 9 fet ip -N:411, 7 A_ 18rt 1 1 J. ��. LEVEL 04 TO PLATE I LEVEL 04 TO PLAT. CONSULTANT CI ' 35'- 10" - : i -is 35'- 10' ,►. AIII s • FIBER CEMENT EMENT -�: 13'-7" 13'-7" 4": ". CLEAR WIDTH CLEAR WIDTH STAIR GENERAL NOTES otak 6 6 1. SEE A4-1.01 FOR ASSEMBLY TYPE DESCRIPTIONS AX-5.01 AX-5.01 2. ARCHITECTURAL ELEVATION OF 0'-0"IS ASSUMED AS 00-e7.4 ik Fii THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL II' --' --la r--- -4!19 -4.' i ii- '' - Y.' .11 1• :i. h1.= --H 1 DRAWINGS. SEE CIVIL DRAWINGS FOR ACTUAL J BUILDING ELEVATION. °talc /0k 1-iit4 ts, Inc. „, .. . .._ . ...... . • ..- - i- \ : . _ __.. .... - r •,. - ' w 80' -,, ,'rd Ave ue, Suite 300 I ., 3. HANDRAILS TO EXTEND A MINIMUM OF 12''AT THE TOP OF THE STAIR AND THE LENGTH OF ONE TREAD AT THE 33- - . .. Portia d, OR 97204 - • 4-- main .03.287.6825 , , -_. , _ 0 BOTTOM OF THE STAIR, SEE DETAIL 5/AX-8.20 '„ .otak.com '5 AX-5.0t v- ' . 5 AX-5.01 : \ q ]- 11412_ -' 4. HANDRAILS TO BE 3'-O"ABOVE STAIR NOSING SEE ;-- v. DETAIL 8/AX-8.20 . --- -.- _ --il.,- 4„ c , / ..7"-- • . , „ I - . - • --j 5. SEE STRUCTURAL FOR STAIR AND LANDING FRAMING ' 6 6 . 6 PARTIAL MI ------ 6. SEE 15/AX-8.20 FOR TYPICAL STAIR IDENTIFICATION HEIGHT ail 126± - , 37204 ‘6 'i - 6) i SIGNAGE DETAIL BRIAN R.FLEENER -3'-8" ‘ i 3'-8"- . u) -8 I-- 0 6- ' ti) 1 - -., 0 3 " 3'-8" . u) I-- 0 (9-- • • , -CLR i -CLR----- I.- f-- E - -CLR- -CLR -I i'' LT, PORTLAND,' I-- EID ix H CO H Po ix j 1 ` LON C 171) 1 • 1 UP IAN .. :47.---- 71 • 3129/2018 m At L i ;$• 21 - i. 1 r. b ci. 'H21 ( . , STAMP . .. - -. _ . 4 0 . H I ifi . ... , . „. DBG PROPERTIES o -.. 2 0 - LLC I .‘ ir:-....."p..7 •- . . 1 __ 13Bli .. CONSULTANT 1I 1 , NOTE: STAIRWELL IS MIRRORED AT BUILDING 5 I NOTE: STAIRWELL IS MIRRORED AT BUILDING 5 4 STAIR PLAN LEVEL 04 2 STAIR PLAN LEVEL 02 A -5.0 SCALE: 1/4"= l'-O" A -5.0 SCALE: 1/4''= 1-0" €:,31 13'-7" 4"- 13'-7" ..,- •' CLEAR WIDTH CLEAR WIDTH 6 6 7Th AX-5.01 1 • -5.01 .. 1 .1 \ 11' .-. 1 .- CONT 2-HR RATED , a --..__.. -. AX-8.21 SE -- . ' ., __....,_ ...,s 2 ! 3: , - ,. . 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II - o- .- ' AX-8 21„ .,__, r , ,.._, .__,, _.�",.._ F 91 , � NOTE: VER FY lt t I i1 ;.,..� r Ti*:41:7:71::1:11 �T PERMIT SET Alli 21 t-: .-_ y T � . yrs ELEVATOR PIT AND---/ -,. -fir'+ � tt.- b'- r- ® 7 1;5€ f �-I t ;r�} t i SUMP SIZES WITHSTATUS .�' �' i;— I MANUFACTURER.STAIR 1 AX-8.21 I Ii' a ElI :. ;.,_: ::.� ,,� `. 03.29.2018 4 f- 1 4- �_ : .L• f •II DATE AX-8.12 1 s1 _ t4. J i ^-7; , , • 17052 TMP f�-:-...L'T'�I_ - . G _•i _Iia WATERPROOFING i ,-4 I -�11';:.-_-7-i•:j's'illi'- I3��'S I' L^� 's...n.11 A l_ ,�.II -!9�3, ir-.J",u.-.:€1 _i.F�1 {'-r' I F_-' I- EI ��-,1�'c'� -,-�: PROJECT NUMBER - FF � - - - - -� •__•J M-'I --" --I1;_I� L��!_.;��_�_i�-11i1,�. Iw�P-.:�!�'�,J3=i i Ali I p..- 3 F-=IIr,,-4,,V4,1 I' �..'... �I �i FILLER 30" I. GENERAL NOTES - UNITS r / 11 ) A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. / � _..00000.1:010114 Ilik . `, B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS . / '. . /' \OPEN Otak SEE COVER SHEET. O`ak Arr is sInc. ,� .,- -,- - -Ls----T- BEYOND `\\ vil fi ,' �.\� \\p p��' \ C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Ave e, Suite 300 44 IIIA SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia ,, OR 97204 • SHEETS. main '- 3.287.6825 +.,rw.otak.com a - o \ D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE m _ f _14, co n n 0 a . AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. O c,12 d O lI E. SEE 11AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL Vr _ m m \ INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 3724 � lei ,.'1 IN o O O ,/,,,/ ' �\�` FLOORS. 2,BRIAN R.KEENER F o ~ DW \�,---__`� F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND ��' M ° OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE ` FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS P RTLAN ,OR- -•_ -""' '- ,` �1�-'�- (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON ___ �' WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF -srI. 31 1/4" 30" 30" L 12" L 24" 24" 1. 30" j. 18" j ABOVE FINISHED FLOOR. 3/2912018 VERIFY W/MFR VERIFY W/MFR • ERIFY WI MFFF G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 4A 4B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION REGARDING OUTLET BOX PLACEMENT AND DETAILS INTERIOR E L E VAT!O N KITCHEN 111AX-$.11 & 121Ax-8.11 FOR PLUMBING PENETRATIONS -� , _ -n FOR ONE HOUR RATED WALLS. 111 SCALE: 112"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 01 04 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 01 01 DRYER REQUIREMENTS. CONSULTANT 02 02 02 ) K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. Al,_ ', ` 12 L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. • r 11 / / \ N. WATER HEATERS TO BE STRAPPED TO I BLOCKING -TYP - CD 1g I I � � \ WALL SEE 6/AX-8.13 I I i., 7: 05 �� I I Milt -r I r -I-1 -� n L3 n I �r i- b .\ L J L J L J I I J _ C0=0 / EDl (01 ,, h /" c INTERIOR ELEVATION KEYNOTES _ J 1 , , II .. ... . .... .. „ ' r 1. SHOWER CURTAIN ROD 16" 4' ). Jr 1 22' 2. TUB/SHOWER ENCLOSURE SHOWER CONTROLS 60" 351/2" 38" 15" 30" 15" 34" -1 Jr••VERIFY W/MFR �' VERIFY W/MFR • VERIFY W/MFR 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 3C 3❑ 1/AX-8.11 Cl) 4. LIGHT FIXTURE CENTERED OVER MIRROR INTERIOR ELEVATIONS BATHROOM1 A G5. TOILET PAPER DISPENSER @1a"-24"AFF Z SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING LLI I. 23'-5" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING EQ EQ ��� 10'-0" }, �, 12'-8 3/4" �� 10'-8 1/4" Immi . 8, REMOVABLE CABINET, CONTINUE FLOORING EXTENDED DECK ,� • EXTENDED DECK - - - -1,....7- ABOVE WHERE IT - i7 WHERE IT OCCURS UNDER CABINET. SEE 2/AX-8.11 at � E I OCCURS I - �' GUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUED In I I � • -8.0 OVERBUILD SLOPE `," ),....1 . IT OCCURS BEHIND APPLIANCE am fX _ 10. RANGE EXHAUST HOOD W j SLOPE `� RI 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" • •;:' - '.I_•, - ,_ - ••., 2 9 1 iv MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO • -8.0 . -8.0, DECK T OTHER UNITS Q co Z D DECK AT SILL O 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" CV LuLEVELS- i, LEVELS 2-4 co I MAXIMUM AFF- OFCI N _ . __4ti q ! 13. WASHER/DRYER ao LIVING ROOM 14. PAPER TOWEL DISPENSER 11.1. 8a Q - po O 15. SOAP DISPENSER W 0"'0 F2 16. SEAT COVER DISPENSER = N. 0 Z AU 24 I- csa a r ; - -8.1 BEDROOM o 17. TOILET PAPER DISPENSER � h P. "' ...LIVING ROOM , • . .- -'7-7" - w �2'-0" , 6'-0" y r O 10 TITLE • • BEDROOM:, 26B 26B BELOW - • • = - - - dUNIT LEGEND # DATE DESCRIPTION .14 1 - 4 - - --- - - - - - - ;- • .__, • cv • ' .• • • • z --- DW 1 j I CL2 NT) O SMOKE DETECTOR iv W *.... ` •. - - ' CLOSET _ 4g i I- I , _ z32 r N ^ HI -: SURFACE MOUNTED LIGHT . ... .• t FIXTURE r KITCHEN ' WIRE SHELF' _ __ - __�� ' r AX-5.11' I o Kms, , _ � � ` 1 • : •: - • . r CO i. _ .. ( 26B W �, ,. _ _ - 24 I W/D •n "i' ,. MR GYP ON -- .---_ 1-g- REF `--® -� _�„ EQ. EQ ui , • DASHED SIDE REVISIONS 1 ,_ I `r _ �' - ' 0 I - a. - , MOISTURE GYP BOARD . I• 1 k 1 .! i, w BA 3A i I . I al • CLOSETL '. 8-----�_' -'-�` .. �r ENTRY i,..., _ _ _T w E4Author Checker W N Lu i - '� 3■ AX-5.11 3B_I I , ELECTRICAL PANEL SEE 14/AX-8.11 BATH COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY - • o .' - '1 •, 1 �_ �,` ..'td •• _ w `;' � �i � 3C EXHAUST PERMIT SET ih .n U - _ �I ' _E : . ' • ' I - I I I I -WALL VENT U NTRYY �' C -- �-- dli STAT 5 ,„ - EXHAUST 03.29.2018 -�- L ,� DATE I I I EQ 1 EQ CENTER i 17052 OVER r i MOISTURE RESISTANT PROJECT NUMBER VANITY i I GYPSUM -J _; 5'-23/4" , 3'-81/2" r, 5'-51/2" 0, 9'-01/4" q AXIN5 • 1 1 0 UNIT 1 BED - TYPE B - RCP1 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. 1 114" 3°„ FILLER► .1 - GENERAL NOTES - UNITS , _ p 0 __- ,-...., . - A. ALL DIMENSIONS ARE TO FACE OF STUD AND OF .'� \`. ,-' �`� 10 /�^�`� �� ROUGH OPENING UNLESS OTHERWISE NOTED _.iigigiesorgiva ihi, N. ,� �\\,.,_ --. --'\, ,' `� B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS , LEGEND SEE COVER SHEET. \ OPENOak A CtS Inc. - '_ , --`�---- , BEYOND C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue, Suite 300 �`\,0 0,.'�' ��/, \,\I �// C. SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po :nd, OR 97204 ♦ ♦ \, fillSHEETS. ma '503.287.6825 0 0 www.otak.com 0 D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE O :,..1-: :th � 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. oi N I O O O I` 00 �r / n 11 w E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL "•�'�. , C. O O 1 -1 o O 09 INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 372 //� \\\ .\ d p �� 11\ 71��� Q FLOORS. • ftIANR.FL E1; EREl --_` 1•� ' - �� F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND 1 DW OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE * P�ftT#ANDa OR ' .� `� ` ` '� FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS \\ (TELEPHONEITELEVISION OUTLETS RECEPTACLES ON H - - �--- WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF Q --- - i • '► �► ♦ t ABOVE FINISHED FLOOR. ar 31114" L 30" L 30" 4, 12" it, 24" L 24" 30" 4, 18" 3/29/2018 ./. REMOVABLE VERIFY W/MFR VERIFY WI MF REMOVABLE G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP • RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 4A 4B *SEE 16/AX-8.13 FOR SINK CABINET DETAILS H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION -•- REGARDING OUTLET BOX PLACEMENT AND DETAILS INTERIOR E L E VAT I O N S KITCHEN RATE 11/Ax-8.11 & 12fAFOR PLUMBING PENETRATIONS ,v_ in FOR ONE HOUR RATED WALLS. I, SCALE: 1/2" = 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 01 04 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 02 12 DRYER REQUIREMENTS. AND TYPE A UNIT WASHER/ 04 CONSULTANT BLOCKING L •;� 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. B3TMPCKING / Gill N. WATER HEATERS TO BE STRAPPED TO OS WALL SEE 6/AX-8.13 i I .y\ •1 r - -- - - - -�---1 1 1 - n U n I D9 L J ! 05 L J - 7 V 5e.V 7= f r 1 \ 1 09C INTERIOR ELEVATION KEYNOTES .....___ J , ... .. ... . .... ,_., ...._ .1, A, 1. SHOWER CURTAIN ROD �, 28" .1' 16" 60" - 35" Jt 2. TUB/SHOWER ENCLOSURE 36" 44" VRFY WI MFR VERIFY W/MFR REMOVABLE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS SHOWER CONTROLS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 3A *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B `SEE 20/AX-8.13 & 8/AX-8.13 FOR SINK DETAILS 4. LIGHT FIXTURE CENTERED OVER MIRROR F 5. TOILET PAPER DISPENSER @ 18"-24"AFF uJ INTERIOR ELEVATIONS BATHROOM W • SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING EQ EQr 10'-0" • r I 23,-5" 8. REMOVABLE CABINET, CONTINUE FLOORING Ce .,i- UNDER CABINET. SEE 2/AX-8.11 12'-8314" 10'-81/4" GUARDRAIL • * 9. BASE AND WALL AND FLOOR FINISH CONTINUED < CI-8 D i i OVERBUILD SLOPE BEHIND APPLIANCE a .1 ► r -- -- IL ,t _._ ..,_... LI SLOPE -; 10. RANGE EXHAUST WOOD4:11C 1,-1-1 X. 1 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" CO•---, MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V♦ Z -8.0 -8.1 3 o DECK I OTHER UNITS Q t • ' . . _. _ . _ , DECK ', AT SILL 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = N N MAXIMUM AFF. OFCI 1..... 1. .,r ... l i-i 1 ILI Z IT iii_iii_ o • 13. WASHER/DRYER (!� - _ 14. PAPER TOWEL DISPENSER - ' ` • , • . -. 15 O . S AP DISPENSER i LL �' _ _. N LIVING ROOM 1264 BEDROOM 16. SEAT COVER DISPENSER = N- < Z LIVING ROOM . • • N eD 0• , 17. TOILET PAPER DISPENSER h-- ~ 71/2--.' 2'-8" ,, 8'-01/4 a - r TITLE , _ - _BEDROOM • T • ; (�. I 5• a_ a UNIT LEGEND # DATE DESCRIPTION r 1 •,a .• ` -� - - .- • - 18.12 (�' ao CNI _- - i, DINING � ' IBR CL3 SMOKE DETECTOR rev ;� • - -• - _• , .DINING;,' . ' - : ' • ;EaQ .__ - . - : - `" ''d ' O O I - CIn CEILING SURFACE MOUNTED LIGHT . 1 6B L` 26B 1` I W WIRE SHELF FIXTURE _ , , - , r „ BELOW Y c., o! a' U I - / , 2 1' rn 1 I 6 I 1 WALL-MOUNTED LIGHT FIXTURE J` ____ -----tow I rti i _: El • BATH•: MR GYP ON-- = _ _____.... > pas SIDE MOISTURE GYP BOARD REVISIONS .KITCHEN - ' • fV , •413-1 I -ENTRYI ' - - CENTER i I gq ‘• AVER I i -g.�, i �.. (31 ,may T _ ; i _'"T, =�: VANITY 1 KITCHEN ! AX-5.1211 o ; ,ENTRY . 1 u-- `-•--..8 w 3AB._ u-- ELECTRICAL PANEL SEE 141AX-8.11 ' - i - Author Checker ao ;.. 5. ` , r - -_E_...... 0�f 1 1 o I I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY W - _ - = .. ca V EXHAUST PERMIT SET u� AX -----� . - - REF ! - Q �.1 3B" 0 I, =--- --- 1. i- 1 STATUS . . 5 -- - 1 Uhl - 1 7 1 EXHAUST-WALL VENT 03.29.2018 r v I DATE -JrEQ L EQ L . EQ EQ EQ EQ,� �► .� ► I 17052 I MOISTURE RESISTANT PROJECT NUMBER I 1 i GYPSUM J 4. 8'- 11114" dr 5'-5112" 9'-0114" C C Ax_5 ■ 1 2 UNIT 1 BED - TYPE A - RCP UNIL1'!0 BED - TYPE A 0201$OTAK,INC. IPISCALE: 114"= 1 -0" " reduced/enlarged. Scale accordingly. 01 GENERAL NOTES - UNITS otak C 01 „` 04 02 D2 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF I I NI' I ROUGH OPENING UNLESS OTHERWISE NOTED. _44iiid00000..e.-.44002 ii,, 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 =ad, OR 97204 i 0 SMD HEETS. m-=1503.287.6825 i i i i www.otak.com BLOCKING -TYP D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE i Q \ I 6 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SHOWER r �� _ -1 r n f i E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL -' lk' a CONTROLS - - - -- - - - a I 1 i r L .1 INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR " i i FLOORS. $7 i 1 1,.... .T--.1...,(-4 o :RIAN R.FLEENER4 L - J ,'�� �\�.� a J F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS, AND , • ' OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE ��RTLAND,OR '7):1:3) f FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF Q f \�"f/ ABOVE FINISHED FLOOR. a� �� +� 3/29/2018 L /i 1 21" I_ 21" LG. ELECTRICAL PANEL TO BE LOCATED WITHIN REACHRANGE OF 48"ABOVE FINISHED S. STAMP 35' 41" 30" �, 12 60" ONTRO AT GROUND F OOR UN i' OOR TO HIGHEST VERIFY W/MFR VERIFY W/MFR 4A 4B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION --- REGARDING OUTLET BOX PLACEMENT AND DETAILS I INTERIOR ELEVATIONS BATHROOM 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS FOR „ 1 DBC PROPERTIES FOR ONE HOUR RATED WALLS. SCALE: 112"= 1'-0" I. SEE 5/Ax-8.14 FOR TYPICAL INTERIOR WOOD DOOR FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 1 1/4" 30" J. SEE 17IAX-8.13 FOR WATER CLOSET AND SHOWER FILLER ,.' BLOCKING LOCATIONS AND TYPE A UNIT WASHER 1 DRYER REQUIREMENTS. CONSULTANT K. SEE 3IAX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. J . 1' "� ��\ \ / L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES �' •�� ,� 10 /' `. \ AT ALL FLOORS. 0 0_- 0 0 - -- -- , / M. ALL FAUCETS TO HAVE LEVER HANDLES. / ,% OPEN -\ �,•-'- --7- -- -�----T- ,BEYONDMID N. WATER HEATERS TO BE STRAPPED TO �� \ �,/ Iz,' `\\� ii,' / WALL SEE 6/AX-8.13 '� / \ 11 0 a _ / \ m°' I d co co ,I Fl -s - 1 T g 6 o a - 7 - DW `>, --\'. c-----) INTERIOR ELEVATION KEYNOTES �.,_�' 1. SHOWER CURTAIN ROD '� - """"" """' ' . '• •• •', i 2. TUB/SHOWER ENCLOSURE 4 31 1I4" L 30" 419 30" jr 12" 24" `VERIFY W/MFE 1. 30" 1$" L 3. BLOCKING IN WALL FOR FUTURE GRAB BARS VERIFY W/MFR VERIFY W/MFR REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 1/AX-8.11 CO 4. :1 :::::::::::T: HT F 111 1110 KITCHEN VIEW 1 5. LET Z SCALE: 1/2"= 1'-0" L 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING ,, 20'-5 112" ,1- 33'- 10 1/2" 8. REMOVABLE CABINET, CONTINUE FLOORING Cle AI -'1. 12'-8 3/4" 10'-5 1/2" 10'-8 114" .:- GUARDRAIL WHERE UNDER CABINET. SEE 21AX-8.11 • .' • 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q CI-8 0 j r OVERBUILD SLOPE ...ezi,"- IT OCCURS BEHIND APPLIANCE a W r _ ... , „ .1 � 8 10 RANGE EXHAUST HOOD Ct<IC U-1 . , . , . . .. , .. . . . , . . • r .1 9 SLOPE11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" N ' . I /� `_�" MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL C DECK -s.D DECK Z _ _ - . . AT SILL I = OTHER UNITS Q = Cr) a - - , co LEVELS 2 OJ 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" J = N >• EQ. EQ MAXIMUM AFF. OFCI N- _ ._ i , ��! I W -_. r./i -i ��` �•i- -.• �•• 4 I ' 1 • CO Z `} 13. WASHER/DRYER �� CO E 14. PAPER TOWEL DISPENSER OD - r ': LIU _ Ill 24 24 15. SOAP DISPENSER 1 (I I- .- 16. SEAT COVER DISPENSER N 0 LIVING ROOM , " r o o limo ti I- M r ili), LIVING ROOM BEDROOM 1 17.TOILET PAPER DISPENSER BEDROOM 2 TITLE - _- _ - '• ' -• ; • - .- • BEDROOM • BEDROOM 2 ' •: - °' ,' l ' w _ c = UNIT LEGEND # DATE DESCRIPTION 6' 0 114" -i EY N SMOKE DETECTOR 2'-0„ 6' 0" ,II ______ :CL3 m - '� - A r O • • )2 � { _ r• ' - .., : 0 ,� •� µ �CL1 CEILING SURFACE MOUNTED LIGHT CLOSET :CLOSET a `' m 26B 26B BELOW WIRE SHELF ifi FIXTURE I iw a r O , , N e y �' T_ _yam _ • ••, t Pil�"�(� BR `v CO - _' .L. .EQ r - < - - - . , [ O O , 1 I CLOSET `o I 1 WALL-MOUNTED LIGHT FIXTURE "7 • ,. • • , •.• ` -- •1 . •- , - d , �L-1-. , _ . _ -,••gn• : LQ" W -------- DW I I © �, .r ----- -4 I , J '''''- 7-," 7 - • - - - r �'i - I I =• BA WIRE SHELF MR GYP ON a KITCHEN = - •-'-:ENTRY'• -- - -- - � �i' - DASHEDSIDE REVISIONS . - - , _ ., •��' - • -�- •`''�. MOISTURE GYP BOARD �� - •_ • ' • • . ', _ • . • •. : ,. ' . : • • _. d-, _ ` - BATH" - _ • - , ; ' . '_'• . . � _.- _�__._.�-__- - - ENTRY ' � � r-_- �� w r AX-5.13 ' KITCHEN ; ",' mi - AX-5.1 B 'I: ' •• . c r ' '-- - - }-J o iv iiii _ Author Checker 00 --- OL ® 1 I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK' . � �� ELECTRICAL PANEL SEE 141AX 8 11 .� • • • • • _ H CK BY d - m PERMIT SET M; - illi' T 0 ' r � ��� -'• - . . - Q-�- REF - � � W D � EXHAUST -- L� ---�- � --- --- 0 STATUS •' ,' . ; 1: ; ' - T 1 ! I EXHAUST WALL VENT • i ;� �n t is o 03.29.2018 CENTER • L �'! d ' 11 _� DATE M i OVER 17052 i VANITY i i MOISTURE RESISTANT PROJECT NUMBER GYPSUM EQ , EQ EQ EQ 3'-0" , EQ EQ 8'- 11114" 5'-5112" ! 8'-9112" 1D'-8114" ./.- q q . iv.5 . 1 3 UNIT 2 BED - I - TYPE B - RCP UNIT 2 BED I - TYPE B .2018 OTAK,INC. ID= SCALE: 114"= 1'-D" SCALE: 114"= 1'-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. FILLER- . 30" GENERAL NOTES - UNITS otak A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF / ROUGH OPENING UNLESS OTHERWISE NOTED. ,i, B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS ._.........e'A. '� �\ 10 LEGEND SEE COVER SHEET. Otak Ar ite ts, Inc. OPEN C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 ird Aven e, Suite 300 \� ---T BEYOND ,� __T SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia OR 97204 pp pp pp 08 SHEETS. main - 3.287.6825 \``I0/ \ \�`J! I�'�/ . '� v€-w.otak.com GUI 49 ) D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE O \ \ <> /AZo• AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. p E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL J ' • • co M 1 n 08 � INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 72fl �/ o - -,-- I I o O P - - 07 6 n -"_�o FLOORS. BRIAN R.FLEENER Ci 09 °° F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS, AND I, �` �.'� �`.� �� 11 II ,. ii`• O , OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE ' s f' `� / `, FINISH FLOOR, ELECTRICAL,TELECOMMUNICATIONS %OMANI),OR DW >-- -- _--�' (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON , , i' .` '� .. "' - i� h WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 ABOVE FINISHED FLOOR. 3/29/2018 36 w .`• 1' G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST .ki/ 24" 24" 30" �, 18" 30" 30"-•1* / i• 30" ii:. CONTROL AT GROUND FLOOR UNITS. ERIFY WI MF REMOVABLE VERIFY W/MFR REMOVABLE VERIFY W/MFR H. SEE DETAILS 91AX-8.11 & 10/AX-8.11 FOR INFORMATION 4A *SEE 16/AX-8.13 FOR SINK CABINET DETAILS 4B REGARDING OUTLET BOX PLACEMENT AND DETAILS & 12/AX-8.11 FOR PLUMBING PENETRATIONS Frlli- FOR ONE HOUR RATED WALLS. - ' U INTERIOR ELEVATIONS KITCHEN I. SEE 51Ax-8.14 FOR TYPICAL INTERIOR WOOD DOOR D BG PROPERTIES SCALE: 1/2"= 1'-0"11 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 01 01 / p4 DRYER REQUIREMENTS. CONSULTANT 02 (.2L)-....... \ ,, �. K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. ' • 12 L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES SHOWER AT ALL FLOORS. CONTROLS AND BLOCKING M. ALL FAUCETS TO HAVE LEVER HANDLES. ON SIDE WALL -` // N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 MI 08 BLOCKING-TYP -\ _- lin 09 7 05 o I , /,..i__:' ---4 l'- �. O ' H 1 I o M c INTERIOR ELEVATION KEYNOTES J , ____ .` ,z 1. SHOWER CURTAIN ROD 18" 34" 60" �, 36" 15" VERIFY W/MFR VERIFY W/MFR REMOVABLE 2. TUB/SHOWER ENCLOSURE c 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B *SEE 20/AX-8.13 & 8/AX-8.13 O.H. FOR SINK DETAILS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 INTERIORELEVATIONS 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 2 33'- 10 112" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING ot EQ EQ limm .�� 20'-5 112" �, 1 12'-8 3/4" ,, 10'-5 1/2" ,, 10'-8 1/4" 8. REMOVABLE CABINET, CONTINUE FLOORING • 'f UNDER CABINET. SEE 2/AX-8.11 ik GUARDRAIL t -8.0 OVERBUILD SLOPE1 9. BASE AND WALL AND FLOOR FINISH CONTINUED < 0 BEHIND APPLIANCE a. w ` SLOPE - .I ! • '_ '_ A _ _ _ I •,, 10. RANGE EXHAUST HOOD a i f i 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" �/'� N ~ DECK 1 -� ' DECK N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V j Z o - ; ; • . -8.1 • E a, I OTHER UNITS f i. _ .4 _ 't AT SILL , i Go CI = M 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" MAXIMUM AFF, OFCI . ici.) cf.) ---._.- - ,., . , - �- �, -� , '- " ; _..-• , s' - _ -. � T • -, _ - - • '• - .-�� '� 1 �. .. . I .._.... ._,� 13. WASHER 1 DRYER z , _ •EC ` .• 14. PAPER TOWEL DISPENSER 00 CL r . - _ LIVING ROOM , , , , , • ,. , - - , • y LIVING ROOM 26B--- �` Ll • W a 24 -- 15, SOAP DISPENSER e IY I- Z' 16. SEAT COVER DISPENSER = N- Q L _ , BEDROOM 1 BEDROOM 2 {7 - - '4 - • _ate.-. - _;.. 7, '• - 17. TOILET PAPER DISPENSER N- I . , rf,. ., _ . . . ,_ , .. . , , . . . . .. _ , . .. , .. .• .. . .. • . . 4'-6"- N ' BEDROOM - • - : . TITLE h' •'\-- -.0-• ' - •• ' _ : : � " • • BEDROOM 2 ' _ i ', `` _ UNIT LEGEND # DATE DESCRIPTION • - - ' , • _ • .- - .. _ _. 4• .. - � � 8'-0 314„ C _ :, - ' = DINING • ,__ . T i ® ,� �CL3 m �r O SMOKE DETECTOR • ' : - ' , .DINING-- • 1. • _, ,' -• " , - �'- - - - , • . - - - , • • -ti:1 _ 21-Cr6'-0" �' i I = = • •, -I.' 4. E ? i �CL3 s .` CEILING SURFACE MOUNTED LIGHT OTit 6 BELOW p - i i N FIXTURE - ' WIRE SHELF , L=1 • _ \1 .EQ. •EQ r� + ' - I • " ' --;-- ----1 •i ! BR ,111 WIRE SHELF , �� �! .r -�_...... �, 1 WALL-MOUNTED LIGHT FIXTURE _ __.,. --_-,� =,_. _ ----- DW Imil I AX-8.12 fQ �Q • • • EQ y EQ _ W l II MR GYP OrsREVISIONS U . r d• ---- ---I I [-_ ! J DASHED SIDE , 4A i _ MOISTURE GYP BOARD • :ENTRY, ; ,,BATH a KITCHEN c-5:14 T-'-- I" ENTRY m i i 24 BAH ;,� to W a� , 1 i i i I 1 i 3B co ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker 17 CL I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY a • - ', ; KITCHEN . - • -, ..• 4• - = , r � ,._ i __L ..�FOF �- _ ' -�_ °° �. __ i ,1 ...r 0 EXHAUST PERMIT SET _ _. '._ __ - REF r -� _ W D2fiB STATUS I _T � - j 0 c:4)::)„, „ I WALL VENT Mild J EXHAUST_ co 03 29 2018 N- :� r ► DATE CENTER o N \__ 17052 ODER MOISTURE RESISTANT VANITY , GYPSUM PROJECT NUMBER in i 8'- 11 1/4" 5'-5 112" 8'-9 1/2" 10'-8 1/4" ., % AXE!5 • .14 6 UNIT 2 BED - TYPE A - RCPUNIT 2 BED - TYPE ©20180TAK,INC. If this drawing is not 24"x 36",it has been A _5.1 4 SCALE: 1/4"= i'-0" • • SCALE: 1/4" = 1'-0" reduced/enlarged. Scale accordingly. GENERAL NOTES - UNITS D1 01 7 ,-( 04 ) 02 02 )- _ i0 A. ALL DIMENSIONS ARE TO FACE OF STUD AND:0F UH OPENING UNLES ,....000011111011.77.411 ilkB, FORCHITECTURALAB �- -_-If / __-- I, i U 1---- -__ _ '��_ LEGEND SEE COVER SHEET. Otak A ' it: is, Inc. _ ----¢ ``�____ ' -��,_ C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third Ave ue, Suite 300 / �\ �/ .\ , SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portl., d, OR 97204 ( 05 �, I \I Q/ ! ��V SHEETS. main '03.287.6825 I a „ �. .otak.com I I • ! D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE c. _ - r a AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. , CV _ _ co m n I. n -� m E. SEIE 11AX-8.12 & 2/AK-8.12 FOR NON-RATED WALL 4%4 k' ` r F -I _ n_n T O r • L - SHOWER L I I , �, —� ! o { ° INTEFLORSECTION DETAILS AT 1-HR WALLS AND 1-HR 72 r 1 CONTROLS -� 1 ! I , q0 ' BRIAN R.FL EVER n L _ _I Lili u u d u F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND I � OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE • ° 1 DW `•� ~ %PORTLAND,OR 1 i co FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS .� �' ,.' �``` �\\ ,�,- . ��, (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON 1,_ J . V .... . „ ... .... _ , , .r WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" Q ' ` - — ABOVE FINISHED FLOOR. „ 30II _.... ..,. .‘ •r 3129/2018 21" L 21" L - G. STAMP 60" 35" 41" 30" 12" -1 VERIFY W/MFR d 24" ,4` 30" VERIFY VW MFR 30" 24" MF ELECTRICAL PANEL TO BE LOCATED WITHIN REACH 21" RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST -is VERIFY W/MFR VERIFY W/MFR � CONTROL AT GROUND FLOOR UNITS. H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS r 11/AX-8,11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS !z 3A 3B 4A FOR ONE HOUR RATED WALLS. - U �� --- I. SEE 5/AX-8,14 FOR TYPICAL INTERIOR WOOD DOOR DEG P R O P S RT I ES INTERIOR ELEVATIONS BATHROOMlio INTERIOR ELEVATION KITCHEN FRAME DETAIL AND HINGE JAMB DIMENSION. LLC = SCALE: 112"= 1'-0" SCALE: 1/2"= 1'-0" J. SEE 17/AX-8,13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER 1 DRYER REQUIREMENTS. CONSULTANT K SEE 3/AX-8,13 FOR TYPICAL CLOSET ROD SHELF DETAIL. L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 ( ) INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS • • - REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO 4. LIGHT FIXTURE CENTERED OVER MIRROR lummi 5. TOILET PAPER DISPENSER @ 18"-24"AFF uj LLJ 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 6'-0" 10'-0" 32'- 10314" 8. REMOVABLE CABINET, CONTINUE FLOORING n/ •'+' _ 22'-2 1/2" 10'-8 1/4" UNDER CABINET. SEE 2/AX-8.11 Eli■EIV GUARDRAIL WHERE ,, 51-0" '-S'" IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 dr 1 IAI -8.0 OVERBUILD SLOPE BEHIND APPLIANCE a l� I 1 Lr IT M L nrli I • _a1-._._....._...�J JI r;/ I 1, ,r 10. RANGE EXHAUST HOOD W `' I SLOPE -� 11, SINK RIM AND WORK SURFACE COUNTER TO BE 34" Y r I • ~• J • . DECK 7J-98.o, / IDECK MAX AFF.AT ALL TYPE A UNITS, AND 36"AFF.AT ALL CI/ z• • , , - • ' w OTHER UNITS Q ❑ MaAT o imml 12, MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" I N LEVEL 2-4 MAXIMUM AFF. OFC! I. DINING LIVING ROOM ` 13. WASHER/DRYERS - HE- � • • - • BEDROOM 2 - . ' 14. PAPER TOWEL DISPENSER p0 ' ,DINING- - ' - r ' ,LIVING ROOM. , . . ' • • ' '- - . . • c� 24 H 15. SOAP DISPENSERiIi ~= . E EQ E4 W iv • • . „ • - • . ', ' • - t- - 16. SEAT COVER DISPENSER 0 M 4u 3 3 1/2" - ' • BEDROOM 2 17, TOILET PAPER DISPENSER F N- ~ ' . ,- -- - AX-5 15 6 r, r TITLE KITCHEN 4A 4,_ r # DATE DESCRIPTION KITCHEN Q - UNIT LEGEND 6' - • - - - - �, - • w i. .,' ��, ! 1 (le . 0 114 r0 1 I I WitI I f I I I I I i [V ,, ��' ' ' y r- •' r- •, _ - ' " I 1.. , I L.- !il'al=.� r N _ s - I i I - r rn I 2 O SMOKE DETECTOR f y. 1`- -7 1 a ' r--r--� ` a r- — �e I —� I —Q ---- REF 1 aD en / D N, — — —T--- --- ;T------ w • , ` ---- ]�� - 0 N r• N./C3 r CEILING SURFACE MOUNTED LIGHT I I r :- ' .. . F: r - • - • - . . ;Q-• L. _ E Q'-•' EQ — I -_� -' )2)/\ FIXTURE _1 w _' • � WALL-MOUNTED LIGHT FIXTURE 013 O =-�r- ` _ a MOISTURE RESISTANT / CLOSET cf GYPSUM ENTRY ui • • - - CLOSET WIRE SHELF MRON BEDROOM 1 �� sGYPREVISIONS w P DASHED SIDE ^ •' �.�: �� ��. , ,. MOISTURE GYP BOARD ate' 1 I'. ` a�� co I . s - - BEDROOM 1 - . 131 CI _Ju- . AXE'I 3A • _ ; "BATH• . w o w I cA - I • (•,. '— ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker . _ r ENTRY_ _ I `� •vi r w I I I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY C7 : _ ,. •_ in w BATH I36 w I I in EXHAUST) . PERMIT SET ID •II , o 1 STATUS • . , „ ,. . -e 1IF I EXHAUST WALL VENT - r , i „i 03.29.2018 I i 1 I DATE o CENTER I MOISTURE RESISTANT 17052 OVER I `- GYPSUM PROJECT NUMBER VANITY it, , EQ ,I EQ rt- ' EQ EQ • .)_ 10'- 10" 0,2r-6 1/4".1. 5'-4 3/4" 3'-5 1/2" 10'-8 1/4" AXm 5 • 15 UNIT 2 BED - II - TYPE B - RCP . UNIT 2 BED - II - TYPE B ©2018OTAK,INC. „IDIf this drawing is not 24"x 36",it has been SCALE: 1/4"= 1.-0" - = SCALE: 1/4"= 1,-0" reduced/enlarged. Scale accordingly. GENERAL NOTES - UNITS A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF Otaki66 ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS ...0111110.1. A. C 01 l 01 04 LEGEND SEE COVER SHEET. Otak Ar. I ~CI} S, Inc. ( 02 E 02 l ® III /^` _ 10 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW bird Ay:. ue, Suite 300 �. SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Porti- d, OR 97204 �. 08 _` Q _ '/ N. _ ,z • • SHEETS. main .03.287.6825 .otak.com - 09 > �- '� \` ', `r( ` ` D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE .. / ,. .'�` / - �-{ 08 ) AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. , 05 f i / / \4 .\�Vy ,/' •\`II r/ `\l fly,' i//' 09 E. SEE VAX-8.12 & 2/AX-8.12 FOR NON-RATED WALL 41•11410 6I+ 08 Y /27' -1r INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 720 FLOORS. BLOCKING-TYP 05 o 09 > - BRIAN R.FL HER fq 3 N F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND Ci OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE %)0,,RTLAND,�R r..- SHOWER - - - 1 i m I-I fl f m� FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS A J i t� U {TELEPHONUTELEVISION OUTLETS RECEPTACLES ON CONTROLS \%.0 ' y r� I / , Oo• WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 _ ABOVE FINISHED FLOOR- I ^� A � .\ ,\ �, 312912018 O G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH l �� DW --�v RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST STAMP ,�' ", CONTROL AT GROUND FLOOR UNITS. - - - -- \\� '�/ H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION L. -) -1 �, _,. �_� _ %,(4rREGARDING OUTLET BOX PLACEMENT AND DETAILS r 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS � l- - L 60" J, 35" 30"MIN I. 12" 1'- 11 112" 1'-4" j,_ 30" 30" Jr 30" 30"MIN 24" 15" FOR ONE HOUR RATED WALLS. .-. --d-r-'[.11 �� fi VERIFY W/MFR ' REMOVABLE L 18"MIN VERIFY WI MFR REMOVABLE VERIFY W/MFR REMOVABLE cERIFY WI MF I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG D3PR 0 P E RT I ES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC *SEE 17IAX-8.13 FOR TYPE A FIXTURE DETAILS *SEE 20/AX-8.13 & 81AX-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 I 3A 3B 4A DRYER REQUIREMENTS. CONSULTANT K. SEE 3IAX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES . SCALE: 112"= 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 6IAX-8.13 (-) INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO 4. LIGHT FIXTURE CENTERED OVER MIRROR • 5. TOILET PAPER DISPENSER @ 18"-24"AFF W • 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 5'-0" 1'-8" • L 6'-0" ,, • 9'-9" ' 32'- 103/4" If 1 I ,, 22'-2 1/2" 10'-8 1/4" •L 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING -8.0 GUARDRAIL 8. REMOVABLE CABINET, CONTINUE FLOORING OVERBUILD SLOPE - UNDER CABINET. SEE 2/AX-8.11 Imum Ce SLOPE -; <IC 0 rp ... . . . . �__ ,� ! 'I :71 7 _.. -T__ i�� .,. ij� .._.... _.gyp 4 • • . . 9 FLOOR FINISH CONTINUED r i � ...- .., �.... \ _.•... - .„ BEHIND APPLIANCED CL LY II ' _ DECK ; 8.1 a DECK 10. RANGE EXHAUST HOOD W • i - - AT SILL i -in 11- SINK RIM AND WORK SURFACE COUNTER TO BE 34" Y • `,• _ _ _ � i - - r4 I MAX AFF_AT ALL TYPE A UNITS,AND 36"AFF.AT ALL v I Z I OTHER UNITS , - DINING LIVING .. . . = N + 12REFLECTIVE SURFACE MOUNTED 40" ` . . , , _ r , ' _ - I MIRROR WITH N Cl) MAXIMUM AFF. OFCILiiii i� [ -26B 'DINING - - .' : • -: ' - . . -LIVING-• • -, _ _ - - _.- _BEDROOM2 _ BEDROOM 2 13. WASHER/DRYER r� [r '• W eQ 3' 3 1/2" 14_ PAPER TOWEL DISPENSER O 15. SOAP DISPENSER w i E 1-.- ., .,... Q , P O Q z ' -'`` ''�•_ : ' - •� �� ; 16, SEAT COVER DISPENSER =Fm. f` (� Erb (p ,,,_ KITCHEN - _ - 4A r- 17.TOILET PAPER DISPENSER ~ • • 3 , ♦ . f ..,. • - T r TITLE i 1 i -� 1 ,,.- r- W # K TCHEN �� . I1 -I •c. , I - 1 1 _ FOF "' 6'-4" Co • a CL _ •- _ - . • 1 i i I o UNIT LEGEND # DATE DESCRIPTION cci ;� • -Q� REF CL4 i .. . T r : h 'r �� _ . r T o I o 0 N i r ---- ...r._- O SMOKE DETECTOR lil i !ti. '• ` , � / A BR f i • 3:: 32 CEILING SURFACE MOUNTED LIGHT " - Y , ' - FIXTURE W ' EQ ' Q' MOISTURE RESISTANT ` E i WIRE SHELF M c� 1 '. BEDROOM 1. _ ry U.1 F-..P + r GYPSUM s r -�: ---- - + WALL MOUNTED LIGHT FIXTURE - Eta: :,,EI �� 1 I -- CI _ W -� _ f MR GYP ON A� -, M - I• ;BATH? p 26B i r 41. 3Ac DASHEDSlD€ REVISIONS ' LJ ENTRY _ V ENTRY w i �Ir. ...,... MOISTURE GYP BOARD • • - • , • 4 • - ' - • . . BEDROOM 1 / LL' -'•B TH--3a- i 1 ELECTRICAL 14/AX-8.11 Author Checker - ' _ w v 0 W �i` 0 i T I �' I C RICAL PANEL SEE ` �� J r COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY . •_ , I ' d - i �' I .'1' . PERMIT SET • 41► �. �. ® EXHAUST # r v i `� .. • 1 STATUS CENTER i i OVER , , 0 1 7 � EXHAUST-WALL VENT i I 03.29.2018 VANITY i MOISTURE RESISTANT I DATE EQ EQN. EQ EQ •,- i I GYPSUM 17052 10'- 10" ,2'-61/4" 5'-43/4" 3'- 51/2" 10'-81/4" PROJECT NUMBER -4/ .� o .r UNIT 2 BED - II - TYPE A - RCP UNIT 2 BED - II - TYPE AAXE 5 • i 6 • ; SCALE: 1/4"= 1'-0" IPSCALE: 1/4"= 1'-0" ®2018 OTAK,INC. K this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. p1 C 01 °4 ) GENERAL NOTES - UNITS 02 *.c. otak A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOLS /// / LEGEND SEE COVER SHEET. Otak A . ectS, Inc. I BLOCKING-TYP ---� C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third enue, Suite 300 05 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES P land, OR 97204 q O SHEETS, m in 503.287.6825 (.21)---..., { ,, 15 314" 15 314" 7 gla 6 www.otalt.com h - 09 � I n L rl �/ � � w D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE - - SHOWER I I , I i I- r AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. CONTROLS - I I o •, a ' i o E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL e ' `_ _ _J o IC I II o INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR " 372' Loons. I I I BRIAN R.R EEl ER • rq F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND , OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE ' P17RTRNI?,OR FINISH FLOOR, ELECTRICAL, TELECOMMUNICATIONS L __,J . , I I I (TELEPHONELEVISION 19 1/2" 21 1/2" WALLS SHALL BE MOUNT DUBETWEEN 15"AND 48" ON OFRECEPTACLES 4 60" 35" 41" 30" 12" ABOVE FINISHED FLOOR. 3/29/2018 VERIFY W/MFR `VERIFY W/MFR .' � •r G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 4A 4B CONTROL AT GROUND FLOOR UNITS. INTERIOR ELEVATIONS BATHROOM (OPT A PER 1004. 11 .3. 1 ) H. SEE DETAILS 91AX-8.11 & 101AX-8.11FORINFORMATION � - REGARDING OUTLET BOX PLACEMENT AND DETAILS 111AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS • SCALE: 112"= 1'-0" FOR ONE HOUR RATED WALLS. 1,•-•LF-Thi 1-` I I. SEE 5/AX-8,14 FOR TYPICAL INTERIOR WOOD DOOR DBG P R O PE R T I ES FRAME DETAIL AND HINGE JAMB DIMENSION. I LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT 10 'I- K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. `-- {Ii] .. .` 0 o - 1 �' �. �` L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. \ / --_---T, - - _�- . ‘A F t A r pp N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 • 11 O r VI jT 0 c� n 1 , m 4 I I OO a U . / [ Ns U . Lo o . . . F DW --- . m n INTERIOR ELEVATION KEYNOTES - .....__.. ._... ,..._. ,, 1, ., 1. SHOWER CURTAIN ROD L 30" L 30" Jr30" J 30" 24" 15" L 2. TUB/SHOWER ENCLOSURE ''` VERIFY W/MFR I VERIFY W/MFR ERIFY W/MF 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 H E 4. LIGHT FIXTURE CENTERED OVER MIRROR INTERIOR ELEVATION KITC N SCALE: 1/2"= 1'-0" 5. TOILET PAPER DISPENSER @ 18"-24"AFF W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 2 43'-5" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING et-► 4'-6" 1.., -$,` 8'.7" ,r 11, 20'-5 1/2" 22'-3 1/4" 10'-5 1/2" 10'-8 1/4" 8. REMOVABLE CABINET, CONTINUE FLOORING n/ UNDER CABINET. SEE 2/AX-8.11 Ce GUARDRAIL WHERE I i i -8 0 IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED < 0 CL r. • r _:1 r _� �__�_`_` r ... rt = E I y _ � OVERBUILD SLOPE CC BEHIND APPLIANCE C‘" ' :I _ � , 1 i 10. RANGE EXHAUST HOOD a W SLOPE ----/ 1i } SINK RIM AND WORK SURFACE COUNTER TO BE • - : 1 9 I MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL r/ N • ' " ° . DECK -8.D u, DECK I OTHER UNITS Z o n D - AT LEVELS 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" J = N • _ . • . . ; • 11)- i 2-4 Cl) MAXIMUM AFF, OFCI f` • . 13, WASHER/DRYER- _ _ , _ . - -- DINING LIVING ROOM , wm D' r ' -r- '- ` - EQ f EQ EQ' y Q - LL 0 f - 24H 24 14. PAPER TOWEL DISPENSER co '.r' • .. . , I •• 5' - - •• - -, . _ • '. - ',. ; . - -,, • . ' 't _ • - IIS ❑ .DINING , -,' • - ' r .LIVING ROOM - ', \:.r ' • ,•1 -` • - • , • - • • • - a iv 15. SOAP DISPENSER F- N BEDROOM 2 BEDROOM 3 Q . _ r` N 16. SEAT COVER DISPENSER �O 0 Z W ` . ' . r• , 3' 3 314" - CO - _ • - `, 17. TOILET PAPER DISPENSER I ~ ~ EQ I~Q Ef11k ,. -� o • EQ EQ . . , _ w : TITLE • • • - . • . ,- • -, ' - ' • x--'11 • - •'0'. - BEDROOM 2-.• :. . - ' . • - - - - • - - KITCHEN_ - - ..-....1 • n_ c 1 # DATE DESCRIPTION w . 6 -2" 5'-9112" UNIT LEGEND� :ar EQya=Q- • -BEDROOM 3 ' w [ [ [ ii I _ _ �, -[V € W _+ 2'-10" i>Q . 3A b : -"_:.; - KITCHEN, : . r • • ' ' ' - ' . ' ' , . . - ' - • y ; o OF. U N SMOKE DETECTOR • • • • -©i 0- REF4D r '► r w--- L_ -- - - isi - 1,1 iv ;� I 1 :EQ- EQ E( EQ II -B I ° ::).._ _ WIRE SHELF Lo 32 CEILING SURFACE MOUNTED LIGHT I I �' r • r. m WIRE SHELF -t FIXTURE ' . , - , • , . -" ry ` _ w 77/ -- �' CLOSET 6B _i zrir r i ! . " ' ENTRY RESISTANT I - '' in I I WALL-MOUNTED LIGHT FIXTURE ,, . -• - ` _ _ • rr d GYPSUM / r ENTRY `'' W BEDROOM 1 : - - Q y. o_ �,_ Q . . . ' . iil EQ w CLOSET - 03 `�' 6 BR CLI MR{4Yi'ON REVISIONS ,- - DASHED_ t r SIDE MOISTURE GYP BOARD 0.,11 �J. r BEDROOM 1 �L ' r ' ..,.. ..._. .1 , - - u) 24 I �� _ • '+c-- - - o - - 1 A• I• BATH 1 BATH 2 w i � AX-5. A' Author Checker r . - _ ,, ; ' : ' w • I 24 I m41 I I ELECTRICAL PANEL SEE 141AX-8.11 • _ { A ,�� - ^ ' `;' I EI COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY h • �- BATH 1 c-D46 BATH 2 46 I CEJ i> _ /�\• • • . OPT-A . OPT-A - _3 ip EXHAUST PERMIT SET DJ - _ w _ �, _ m • ® • - o 0 - - a U 4) I STATUS ' . , . , - • - --F - 1 I 1 m I EXHAUST-WALL VENT r . r - l'i'S _ • • '� ']-''f=`'' (7 a I I 03.29.2018 T. 'I, • ,r v CENTER CENTER 111 I DATE ' OVER „ EQ EQ OVER / EQ A EQ / ' i 17052 i VAI�IITY 'I -!,____. VAI ITY i i MOISTURE RESISTANT PROJECT NUMBER EQ 1 EQ EQ EQ EQ EQ + GYPSUM 10'- 10" 7 -6 1/4" 5'-51/2" 3'- 11" 10'-5 1/2" 10'-2 3/4" Ax...5 • 1 7 UNIT 3 BED - TYPE B - RCP UNIT 3 BED - TYPE B ©2018OTAK,INC. If this drawing is not 24"x 36",it has been • SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. 4 04 ) GENERAL NOTES - UNITS 01 04 01 01 r 04 01 02 \ 0 02 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 02 02 j ':q f / '► ROUGH OPENING UNLESS OTHERWISE NOTED, -1 B. FOR ARCHITECTURAL ABBREVIATIONS & SYMBOLS 12 ) ® LEGEND SEE COVER SHEET. Otak A ch ects, Inc. / 12 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third • enue, Suite 300 // ED /// ,_ _. SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po land, OR 97204 / 11 I I BLOCKING-TYP I I SHEETS. m in 503.287.6825 BLOCKING-TYP WWW.otak.com I I I I I s I I D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 08 ) O O i 1 I 1 05 ) AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. I I U U If r - - 4o ~ r �1 I - - - - 09 °° - - - - - -1 E. SEE 1/AX-8.12 & 2/AX-8,12 FOR NON-RATED WALL '..1.-.4) IL L _ - _ _ _ J SHOWER J o - J I I L J 372 'ice � INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR r is CONTROLS : 1 05 w1,� r 1 1 1 ' r SHOWER• FLOORS. L J o oo! c 7 J L _ J BRIAN R.F�.EEI�ER 08 �� �j Ir I o�� CONTROLS F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND u �� OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE i • 111 `. / . ,% FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS VIAND,OR i rig Q ... I ` "- .., (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON o \\ 1111 o `\\\ WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 ,• , ABOVE FINISHED FLOOR. 312912018 Jr Jr 25 1/2" 16" 21 112" 20 112" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP / ^ j. RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 60" 34" 12" 30" 41 112 60"-if / ji12" 30" 42" 35" CONTROL AT GROUND FLOOR UNITS. VERIFY W/MFR / VERIFY W/MFR REMOVABLE VERIFY W/MFR REMOVABLE ' VERIFY W/MFR 4A 4B 5A 58 H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION "` REGARDING OUTLET BOX PLACEMENT AND DETAILS 111AX-8.11 & 121AX-8.11 FOR PLUMBING PENETRATIONS ( J ` T FOR ONE HOUR RATED WALLS. —. `� � �'�� `� INTERIOR ELEVATIONS BATHROOM 1 (ACCESSIBLE PER 1003. 11 .2) INTERIOR ELEVATIONS BATHROOM 2 CSG PROPERTIES 111PSCALE: 1/2"= 1'-0" ; SCALE: 1/2"= 1'-D" I. SEE 5/AX-8,14 FOR TYPICAL INTERIOR WOOD DOOR 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. M. ALL FAUCETS TO HAVE LEVER HANDLES. `� ,' . N. WATER HEATERS TO BE STRAPPED TO .\\11 ''/ \\ �' WALL SEE 6/AX-8.13 CM O _ h- m I n f1 ..� ' D8 46 co ti OM 0 0 ! �,/ o I c4 am` 0 09 ai , . , cul oo INTERIOR ELEVATION KEYNOTES DW -- .. 1. SHOWER CURTAIN ROD ,, _ ,_„ _,•_, I ,,_6,_61r 2. TUB/SHOWER ENCLOSURE Jr 30" L 30" L 30" L 30" 24" L 15" ,, 3, BLOCKING IN WALL FOR FUTURE GRAB BARS VERIFY W/MFR '' REMOVABLE ' VERIFY W/MFR ' REMOVABLE ERIFY W/MFF ' REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 3A 4. LIGHT FIXTURE CENTERED OVER MIRROR 11 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z INTERIOR ELEVATION KITCHEN W SCALE: 112"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 43 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING .1:- 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 I. UNDER CABINET, SEE 2/AX-8,11 1 1OVERBUILD SLOPE GUARDRAIL -8,0 9. BASE AND WALL AND FLOOR FINISH CONTINUED < 0 • I 1I J _ BEHIND APPLIANCE a i� SLOPE -� _ '' I- j r --1 ___ _. . _ 10. RANGE EXHAUST HOOD < Lil/ ' • 1 `�' 11 SINK RIM AND RK SURFACE COUNTER TO BE 34" €r" WO r 8 1 1 •i' 1• ' r MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL Z .. DECK ' 1II DECK OTHER UNITS O , 1 I O I ,- p = C'7 AT SILL ; 2 N I , m ; .r 12. REFLECTIVE SURFACE MOUNTED 40 11 N . 6 � I MIRROR WITH CO MAXIMUM AFF. OFCI N- i tt t� I�..._......_. _n J.— J • , ZO� 13. WASHER/DRYER �� (Lr 3� - :' ,• O _ . .. ._ . , .. . , • ,5'..p" ' ;• .5!.=0"' -• 5' 0" • -, • S'-A.172; , _ 1 DINING LIVING ROOM 14. PAPER TOWEL DISPENSER ' _ : . ` . = •, i� w BEDROOM 2 BEDROOM 3 ti 0 . • d iii cn • 15, SOAP DISPENSER W , x 1- DINING ;; : LIVING ROOM 1 ; . } 1: w ` CO w O Q • • • . - CO . ;n 16, SEAT COVER DISPENSER N- 0 Z El . T to 17.TOILET PAPER DISPENSER • r, = I_ T fir; -\ _` _ . ... - i I { • El N J . 24 > ) • 1 • „ • r --,_= "''":4 1_ - AX-5.18 . i N TITLE , I i ' I I I # DATE DESCRIPTION ' _ _ . BEDR oM z= a ' • • 1 ; 3A OF,� , UNIT LEGEND • b _ ♦ .. , ,. - - 'f - _. , _ I- i _._, - __. r- UJ r r _ r - ♦ ;r r- -� r - r REF 4D SMOKE DETECTOR _r0 T T .3. 0 0 - \ cc 1i —i!` co - L - _ F-' " al 4'• L• I r- ! ' ~ r ___- — CEILING SURFACE MOUNTED LIGHT ', • . V / 1241 B 1 I OM CL6 FIXTURE �- - • y' ): - MOISTURE t ZU' ! 1 I im 6 .'• • • ,—: . �. ! • • • '_ • RESISTANT I ¢ a4o p ; 1 • • Cat �', �O d _ / - . 1 ALIGN 3 ' 1 I 1 R T I WALL-MOUNTED LIGHT FIXTURE oa BEDROOM 1 - $♦ g i./ �, Iz • GYPSUM -- 1 WIRE ' , • , - - � I ENTRY � . , - �11 " ' r -- REVISIONS - - •- - - - � SAS SIDE , " ; ,- BATH - r D .B � . ., _ ,-; _' -• � - ENTRY •- : .. : , _ •.•_ r - ATH _ _ BATH _, - . . I _ _---.�--------, � �, 2 ____ ,� j,p MOISTURE GYP BOARD 1 � BA 2- � � .....,..... M� ori -' - ri �: ; : ' ' r BATH - � T-A. CE S18L1• ATI ' E ' BEDROOM 1 1 a4 w 2a ,l ; , 1ao 11: ' " I _ ; . - • . . r .. • • . 6 [ _ \-3 w ' SA AX-5.181 1 i ,�, CK,TF Checker , -•I _ _ _ —` - ® ; m t. 1 1' i AX-5.1• m ELECTRICAL PANEL SEE 141AX-8.11 `' • • - . — • - ` , _ _ ._._ __i L.__..\ ' ._..�..'_ . I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY _ p , 0 I I ��I o r- r - , ( �� k _ r _ . `� _ 5B +-'i_ ral ``4'-�_ 4B' 7 EXHAUST PERMIT SET = ' ' - , • �: i..., Co I I JI I I 1 STATUS `,, I ♦ ® I I I m I 7 1 EXHAUST-WALL VENT t r I• 1 _ ; 03.29.2018 CENTER CENTER • ro DATE .1 , EQ EQ OVER , OVER 17052 *i' VANITY VANITY • MOISTURERESISTANT PROJECT NUMBER EQ EQ �'-5112'L 2'-9" 3'-6" 3'-6112" 3'-B" 3'-6112" L GYPSUM r 10'- 10" 2'-61/4" , 5'-5112" 3'-4314" 10'-5112" 10'-81/4" Moo 5 • 18 UNIT 3 BED - TYPE A UNIT 3 BED - TYPE A ©2018OTAK,INC. If this drawing is not 24"x 36';it has been • SCALE 114"= 1'-0" ► ; SCALE. 114"= 1'-0" reduced/enlarged. Scale accordingly. WRB WRAP OVER Otak SAM AND MTL FLASHING A � FIBER CEMENT SIDING y SEE ELEVATIONS _ all .01. 110a k %,` SAM WRAP OVER SEE PLAN ■ '^ f 'i FLASHING Otak A' i -cts, Inc. METAL FLASHING = + hird A nue, Suite 300 j -t I1 WITH DRIP EDGE 8 UNIT i 111 Port :nd, OR 97204 METAL BASE INTERIOR / i 'I '• FLASHING ma 503.287.6825 L L J www.otak.corn _ .. 4 -;t SEE SECTION • W..-.___.. fir __ -.�..._f 4. - - NOTE: NO PRE-MFR TRUSS SEE • ' e 1 BALCONY AT SIM �� \\ RIGID INSULATION STRUCTURAL R�- t �� RAIN SCREEN FURRING- 3120 BEHIND HEADER DO NOT PLACE OVERrtA EXTERIOR 1 BRIAN R.FLEENER I i WINDOW FLANGE t FIBER CEMENT SIDING, _f-t__. t 1 : t HEADER SEE SEE ELEVATIONS • • _. - - - r t STRUCTURAL r1, FIBER CEMENT PI RTLANI),OR _ i RAINSCREEN FURRING - SIDING HEADER, SEE I A - ,t RIGID INSULATION _ E 1 / LAP SAM OVER METAL Ir LAP SAM L1 STRUCTURAL � �_.� � .___. W_ �.}. 1 BEHIND HEADER •_' j E FLASHING FLASHING OVER 1 A NAILING FLANGE 3/29/2018 .._. . y , _ _�_ LAP WEATHER BARRIER i ° - LAP WRB OVER STAMP 1 ' ` OVER SAM AND MTL ■ = ti t 7 : A - SAM AND MTL of r1 _ INTERIOR ' I 1 FLASHING 4 7 FLASHING ' 1..1_ ., I �� -_i.-- - ti EXTERIOR END DAM 1 • 1 - ` _ €� r ��• �� INSECT SCREEN WI / SHEATHING `�'— SEE ! 11 END DAM BEYOND, 04 SUBSTRATE Iti Imo' PLAN } :- INTERLOCK W/JAMB 112"AIR SPACE MIN lTh,fi EXTEND FLEXIBLE SILL EXTEND TO 112" �� �_ FLASHING WRAP OVER ar--- , ; FLASHING• AT BOT OF RAIN -- � �� ® BELOW TOP OF ,' ` ` INSECT SCREEN W/1/2"AIR FLASHING PROFILE I , SCREEN, DO NOT FLASHING HORIZ TO _ CAULK DBG PROPERTIES HEAD FLASHING TO SPACE MIN AT BOT OF FILL GAPS WITH , PROJECT BEYOND ., . . _ _....._ WRB WRAP OVER SAM VERT JAMB FLASHING INSTALLED LATER AND MTL FLASHING N [1-1------frji RAIN SCREEN, DO NOT EXPANDING END DAM BEYOND, LLC APPLIED LATER `• — j CAULK FOAM SEALANT 1 -/ INTERLOCK WI APPLY SILL FLASHING OTB SIDES IN AT • METAL HEAD FLASHING �..... .. - JAMB FLASHING 1 METAL HEAD FLASHING SET IN SEALANT WITH END DAMS SET ONTO METAL HEAD FLASHING CONSULTANT HORIZ BELOW THE SILL. OPENING. EXTEND SET IN SEALANT WITH 64 I FASTEN THE TOP EDGE `� BEYOND SILL FLASHING SEE SECTION I� END DAMS SET ONTO a SEALANT BEDDING JOINT WRAP 518 GYP BD SET IN SEALANT WITH OF THE SILL FLASHING AND ABOVE WHERE 1 - SEALANT BEDDING JOINT HOLLOW METAL _ t 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 FLANGE WINDOW FLASHING PROFILE - VINYL"NAIL FIN" LOWER EDGE SO THE FLASHING OVER TOP ' WINDOW WEATHER RESISTANT / FLEXIBLE FLASHING AT OF SILL FLASHING %'• FIRE SEALANT NOTE: PROVIDE NOTE: PROVIDE V BARRIER APPLIED SILL, LAP OVER LEAVE BOTTOME EDGE WEATHER WEATHER FIRE SEALANT LATER MAY BE SLIPPED WEATHER RESISTIVE UNATTACHED. `` WRAP AS PER WRAP AS PER UP AND UNDERNEATH �• -� -> BARRIER&WATER `` 17/A8.01 17/A8.01 THE FLASHING IN A - �- DAM, PROVIDE WEATHERBOARD . -:. ` POSITIVE SLOPE TO FASHION. : '.','RV,;• EXTERIOR WITH DAM AT INTERIOR OF SILL 1 1 WINDOW HEAD AT BALCONY F.C. 7 DOOR HEAD AT FIBER CEMENT 3 WINDOW HEAD AT TRUSS A -8.0 SCALE: 3"= l'-0" A -8.0 SCALE: 3"= l'-0" A -8.0 SCALE: 3"= 1-0" STEP 1 STEP 2 LAP WEATHER RESISTIVE JAMB STUDS, SEE BARRIER OVER SIDE FLANGE STRUCTURAL INTERIOR 1 x MDF SILL, PAINTED TO SEAL THE WINDOW AND MEMBRANE FRAME TO OPENING WATERPROOFING, TYP I J SEE JAMB STUDS, SEE • APPLY CONTINUOUSAPPLY CONTINUOUS PLAN STRUCTURAL 1---\ SEE PLAN SEAL TO THE SEAL ALONG TOP END DAM UNDER THRESHOLD 1X MDF TRIM BACKSIDE OF THE (HEAD) MOUNTING - MOUNTING FLANGE FLANGE. EMBED ........... NEAR THE OUTER BOTTOM OF HEAD \ 1 -.... ... EDGE AND IN-LINE EXTEND TO 1/2" BELOW FLASHING AGAINST WITH ANY PRE- TOP OF HEAD FLASHING SEALANT(FLASHING 0Q' BACKER ROD SEALANT ALL V PUNCHED HOLES OR '�►� TO BE INSTALLED LATER GOES OVER ooS�' &SEALANT AROUND SLOTS ON THE ® SEALANT). EXTEND ,(021 • WINDOW I MOUNTING FLANGE. , HEAD FLASHING g��0 SHIM AS •\ Z (f BEFORE BEYOND EACH JAMB44 WRAP SAM INSTALLATION FLASHING. FASTEN IN I'� 4 INTO ROUGH REQUIRED BY • W r 11 RESEAL ALL OUTSIDE '! ' M M • , PLACE- OPENING _ _ MFR, FILL GAPS �•J JOINTS OF ;= \ - - - --- - WITH EXPANDING MECHANICALLY / \ LAP WRB OVER - �� FOAM SEALANT ..:. _- =_. ft.__. _ _.- JOINED FRAMES. ter, k SAM _�� - - -FIBER CEMENT SIDINGre UJ SHIM &ADJUST \ OVERLAP PAN WITH v VINYL"NAIL - _-_-- ---.-------..__...---.. • ` WINDOW TO ACHIEVE \� MEMBRANE WATERPROOFING RAINSCREEN FURRING c i FIN"WINDOW 0SQUARE. PLUM& LEVEL \ SYSTEM PER MFR AT DECKS METAL L-TRIM W/HEMMED BACKER ROD&SEALANT 3/8" (i' WRAP SAM INTO OPENING liCt co \, •�,_,_= CONDITION USE - O EDGE, INTERLOCK W/END FIBER CEMENT SIDING a IY \: CORROSION RESISTANT 24 GA FULLY SOLDERED G-90 "' D DAMS OF HEAD FLASHING EXTERIOR `\ • FASTENERS. FASTEN ��` GALVANIZED DOOR PAN RAIN SCREEN FURRING, W .� �I �I AND WEATHER LAP END EDGE, INTERLOCK W/ ND DO NOT PLACE OVER W U) i WITHIN 10"AND NO \ DAMS OF SILL PAN DAMS OF HEAD FLASHING WINDOW FLANGE• Y J .,� CLOSER THAT 3"IN FLASHING LAP WEATHER RESISTIVE N Q �� EACH DIRECTION FROM y AND WEATHER LAP ENDcn ,� EVERY CORNER. HOLLOW METAL NOTE: PROVIDE DAMS OF SILL PAN NOTE: PROVIDE BARRIER INTO RO, WRAP z F— 111 SECURE WINDOW DOOR AND FRAME - WEATHER FLASHING WEATHER FLEXIBLE FLASHING D C7 AROUND FRAME WRAP AS PER WRAP AS PER OVER WINDOW FLANGE -I = N w OPENING W/ 17/A8.01 17/A8.01 AND SEAL TO FIN —I0 EQUIVALENT OF 6d LLI t-- STEP 3 FASTENERS AT 16"O.C. STEP 4 MAX 10 DOOR PAN FLASHING 6 DOOR JAMB AT FIBER CEMENT 2 WINDOW JAMB AT FIBER CEMENT LL. o —8.0 3"= 1 " _8.O 3" '- " —8.0 3" I }VS SCALE: 1 -0 � SCALE: -- 1 0 1SCALE: = 1-0" WI f` (] w cc II` i= w 1 x MDF TRIM, ' PAINTED TITLE WEATHER WRB TYPICAL, RESISITIVE . SEE 26/A8.01 FOR - TRIM BEYOND # DATE DESCRIPTION ADDITIONAL BARRIER, LAP OVER ,-• ' O FLEXIBLE HEAD ,� INFORMATION INTERIOR EXTERIOR DOOR FRAME BEYOND SEALANT ALL FLASHING =•-Y \ 1 END DAM OF SILL PAN, AROUND WINDOW :,_; ' .`; ;:::"_� _? RAIN SCREEN ANCHOR AND SEAL TO i SHIM WINDOW AS '' FURRING ' JAMB RO � REQUIRED BY MFR , ALIGN OVER \-- 2ND COURSE OF WRB ^` F ° ' PROVIDE • DOOR PER DOOR SCHEDULE I ; WALL STUDS �' INSECT 1" I VINYL"NAIL FIN" fi SCREEN AT DOOR THRESHOLD SET WINDOW L _VINYL IN FULL BED OF SEALANT ,� - • ' ` TOP AND �; \ ' � BACKER ROD & LAP WEATHER ;: '= BOTTOM OF �- FRAMEWINDOW �' N SIDEWALK OR N 1 ;f . ..1.� _ C SEALANT BARRIER TO SHED \ WINDOW \1 - / I RAIN SCREEN II �1 . METAL J-TRIM ASPHALT PAVING \ OPEN SPACE ,, r, I :•r, \ FRAME TO SLAB WITH DRIP EDGE WATER, HORIZ - I BETWEEN - t`�- REVISIONS JOINTS 2" MIN, ;,••� ,: -,E \ NAILING % I ' FURRING 4 : - �• - , RAIN SCREEN VERTICAL JOINTS FLANGE , - - - •, ' , , - P 1ST COURSE OF WRB ,� ;:'~ � DASHED �"� � '' -.4, t -` �' ~a 4 I I SHORT OF NAILFURRING TO FIN rF NOTE: THIS DETAIL IS BASED ON AAMA j ' t..l,•;a, /1 �ar - .4 ...._�- _ - ;a 4 R -er SEE ti 1 _il SLIP BOTTOM OF 2400-02 METHOD B. SEE AAMA 2400-02 { V I 1�.__.L FLEXIBLE FLASHING FOR FULL WRITTEN DESCRIPTION OF a PLAN ■ III Author Checker JAMB FLASHING & - � •'� � I %� I � _ _ �' `I I ? � ' ' - - OVER 1I8"CORRUGATED 2. • ." t I PLASTIC BACK DAM AND DRAWN BY CHECK BY _, ,-z < SYSTEM INSTALL WINDOWS PER MFR INTERUPTED uct d=ay ! e.' �ry , i I' _ ;----1'. ' (r I I� DOWN EXT OVER WRB SILL FLASHING t . RECOMMENDATIONS, NOTIFY OVER WEATHER }_ . RESISTIVE ARCHITECT IF CONFLICTS OCCUR. FURRING FOR RAINSCREEN0 t i PERMIT SET \ ���r. a ' I I I STATUS U it t" ____- , ' ' SEALANT JOINT BARRIER AT VENTILATION FURRING NOT t I. ��- 4-- m — I ' �� ( - `' 111I .; 1 EXPANSION JOINT t WRB BOTTOM OF - HORIZONALLY - - •- TO OVERLAP (� 1 - - " �� � --- - - • � 03.29.2018 WINDOW SILL. STEP 5 UNDER _ WINDOW ---� - MATERIAL lI�- --t--„-- . ;E METAL SILL PAN FLASHING, SET IN FIBER CEMENT SIDING DATE WINDOWS FLANGE, TYP -.,- - i WRB TYPICAL, �` I.4JI 1 ---1 I -- SEALANT DOWN FACE SLAB/ 17052 SEE 171A8.01 -r FOUNDATION NOTE: PROVIDE RAIN SCREEN CONCRETE FURRING PROJECT NUMBER FOR WEATHER ADDITIONAL FOUNDATION, SEE WRAP AS PER INFORMATION - STRUCTURAL 17/A8.01 RIGID INSULATION )80(m 8 . 0 1 17 EXTERIOR OPENING WEATHER WRAP AT WINDOWS (DOORS SIM) 9 RAIN SCREEN AT WINDOW 5 DOOR SILL AT SIDEWALK 1 PATIO 1 WINDOW SILL ©20180TAK,INC. I -8.0 SCALE: 1/2"= t-0" + -8.0 SCALE: 1"= 1'-0" A _8.0 SCALE: 3"= 1'-0" • -8.0 SCALE 3"= 1'41" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. otak ,,A,10.0-0.0.4 ilik . SIDING, SEE ELEVS . WRB WRAP OVER Otak A chi -cts, Inc. WRB - FLASHING 808 i Third A ;nue, Suite 300 SAM BEHIND WRB, Z-FURRING WITH Po and, OR 97204 LAP OVER MTL WEEPS ABOVE nam 503.287.6825 :� / ;1 r- FLASHING MIN 4" NAIL FLANGE www.otak.com SEE ��I /1 ,1 ' Z FURRING WITH SAM WRAP OVER 1 I i PLAN ( I ' i WEEP HOLES • FLASHING " SEE SECTION Z'' 1 ti / VENT BLOCK WITH 9-. y�t' METAL FLASHING SEE PLAN \i• i , 1 I I INSECT SCREEN I�1 - WITH DRIP EDGE ,. ` ; e SEE / ! 1 �; I I METAL FLASHING WITH I ` SECTION 1 I ! // 1 ------- i - DRIP EDGE I III ' 372 E �I + UNIT i I. "I MTL FLASHING EDGE SET INTERIOR ij I f�,14pipaktp 7 / I • BRIAN R.FLEECIER ra I _ , I IN SEALANT a - . I r EXTERIOR F4 FIBS ur,i WATERPROOF TRAFFIC •:.• I .I w a R CEMENT PANEL ! ! , ,�, ,d I 114"112"MAX COATING SURFACE _.______-_ I - VW%OR . ; :- -:- , I �� PER ELEVATIONS Al( \ \\ I SLOPE ff_ _ fff. - ' I 1 Ila h I � � a F 0 RIGID INSULATION /-\\ �� ; \ - \\/ / i, _•//' -' ---- r--:-"----"I . ,11piFELL CAVITY WITH % STAMP 1111 ,k It 1 ( EXTERIOR THERMAL - II i INSULATION 1 _-.� ! HEADER SEE 414 011111111111- 1 i STRUCTURAL I ! I- • WRB WRAP OVER SAM 1 - +I . �1 �L I AND MTL FLASHING S �I _ t. IP - - --,1._ ;� j Z-FURRING WITH ��' L11 T f L • WRB CONT BEHIND LEDGER WEEPS ABOVE PROPERTIES ��� HEADER FRAMING7 �� �! i 1 I I I PER STRUCTURAL I -I _ 11 NAIL FLANGE LLC II.. • E SAM WRAPPED - _ - - J DECK FRAMING SLOPE TO --�+!- • ,I - L- - r �; : :: . ,, , 7i,'J- 1 / � __. _- � STRUCTURAL I IFIR CEMENT SOT I. A W P V R CONSULTANT �— !IIltIi _ SAM ! I ���m'" � � LINEAR SOFFIT VENT _.. _ _ _. � FLASHING - 518"GYP BD -- N--• PRE-MFR TRUSS SEE I N WRB WRAP OVER SAM STRUCTURAL Ir' I G SOLID 2X BLOCKING I IN INSECT SCREEN METAL HEAD FLASHING7 I EXTERIOR j I AND VENT BLOCK - - -- - - _. ._._.. AND MTL FLASH CORRIDOR .� SET IN SEALANT WITH FIBERGLASS MAT I 1 Z FURRING WITH ` T&G VERTICAL € END DAMS SET ONTO GYP BRD /1 WEEP HOLES �; WOOD SIDING FIRE SEALANT WRB : / METAL HEAD FLASHING SEALANT BEDDING JOINT N VERTICAL WOOD SEE SECTION SET IN SEALANT WITH VINYL NAIL FIBER CEMENT /\/ .! FLANGE WINDOW SOFFIT SIDING, SEE ELEVS UNIT I� I END DAMS SET ONTO FIRE SEALANT VINYL NAIL INTERIOR SEALANT BEDDING JOINT FLANGE WINDOW VINYL NAIL FLANGE WINDOW FIRE SEALANT 15 WINDOW HEAD AT CORRIDOR ii WINDOW HEAD AT BALCONY TRUSS 7 WALL AT BALCONY — WD 3 WINDOW HEAD AT BALCONY — WD ■ -8.0, SCALE: 3"= 1'-0" ■ _8.0, SCALE: 3"= 1'-0" ` 40, SCALE: 3"= 1'-0" -8.0- SCALE: 3"= 1'-0" LAP WEATHER BARRIER OVER SAM AND MTL FLASHING "'r 1 x MDF SILL, PAINTED LAP SAM FLASHING EXTERIOR OVER METAL z JAMB STUDS, SEE FLASHING I STRUCTURAL SEE PLAN INSECT SCREEN W/ `II 114"AIR SPACE MIN ! r--- cfp.,, -� FIBER CEMENT SIDING 1X MDF TRIM ` co AT BOT OF RAIN I FIBER CEMENT SIDING ,, RAINSCREEN FURRING SCREEN III I • HEADER, SEE ' ` / I ,/ Imi METAL FLASHING WI ! HEMMED EDGE \ / HEADER, SEE • DRIP EDGE SET IN II I i STRUCTURAL - �� I RAINSCREEN FURRING STRUCTURAL -� /I LAP SAM OVER METAL II I LAP WRB OVER SAM AND ', / FLASHING SEALANT ALL W SEALANT, PROVIDE END I / AROUND - I )1I, DAMS A110 FLASHING PROFILE ',1 1 MTL FLASHING s 31 ! j WINDOW �� 11 r UNIT I 1 AND MLAP TL FLASHINOVER G - I r Z M i = LAP SAM OVER METAL • ` REQUIREDI BY FIXTURE, RAIL I :r SEE ! , FLASHING INTERIOR E • / ATTACHMENT ETC, y—+ ; PLAN /�! / EXTERIOR MFR, FILL GAPS SEE NOTE: ��- I = ' FILL GAP BETWEEN / �' LLI ARCH/ELEC/MECH -Al II I I I V PROVIDE SEALANT AT TOP OF WITH EXPANDING r FRAME AND SAM SEE I; I j END DAM BEYOND, FOAM SEALANT •1� ==- _- �x_ --.- .. _ Ire MOUNTED ITEM AND I I W/EXPANDING FOAM PLAN • ;1 INTERLOCK W/JAMB - r ELECTRICAL CONNECTION - SEALANT ALL AROUND ! 1` I FLASHING _ a 0 / „ , moi 1" // /// w 1 I L - WHERE APPLICABLE, PROVIDE i .` VINYL"NAIL DECAY RESISTANT I UL LISTED FIRE RATED 4.4),C% - Jj INSECTSCREENW1114 AIRWOOD FIXTURE INSECT SCREENSPACE MIN AT BOT OF FIN WINDOW ` CO SEALANT AT ALL THROUGH ,/ _.......0111•1111,- „---- ► _ RAIN SCREEN, DO NOT BACKER ROD& SEALANT a WBLOCK-PRIME AND ! WALL PENETRATIONS / c.I VERTICAL T&G CEDAR J PAINT ALL SIDES ;�� r _N W CAULK SIDING 1 1( HEAD FLASHING SET • // HORIZONTAL Z Q SEALANT ALL r I SEE END DAM 1 / ----*.„,N,..„,... METAL FLASHING WITH - - IN SEALANT METAL L-TRIM, W/HEMMED FURRING WITH WEEP Z II— AROUND BETWEEN r i PLAN 11- , HEMMED DRIP EDGE 4, \ HOLLOW METAL EDGE, INTERLOCK W/END HALES Cl M w BLOCK AND SIDING FLASHING PROFILE ' SEALANT DOOR AND FRAME DAMS OF HEAD FLASHING N Y SIDING SEE E • END DAM AND WEATHER LAP END WRAP SAM INTO RO,LAP J = CV 0 WOOD DOOR FRAME DAMS OF SILL PAN NOTE: PROVIDE WRB OVER SAM N. ELEVATIONS lx MDF TRIM, FLASHING WEATHER W L.II�. a7 RAIN SCREEN PAINT FLASHING PROFILE WRAP AS PER LAP SAM OVER WINDOW __ (f) FURRING 17/A8.01 FLANGE AND SEAL TO FIN O O ct W �' � 14 FIBER CEMENT MOUNTING BLOCK io DOOR HEAD AT BALCONY s DOOR HEAD AT WD SIDING 2 WINDOW JAMB — WD SIDING LLI o Q ■ _8.0, SCALE: 3"= 1-0" ■ -8.0, SCALE: 3"= 1'-0" SCALE: 3"= 1-0" ` -8.0- _8.0, SCALE: 3"= 1'-0" �` � I- I- w WRAP WRB OVER SAM 1 x MDF TRIM, TITLE AND MTL FLASHING � I \ \,,; PAINTED LAP SAM OVER MTL BACKER ROD AND DOOR, SEE SCHEDULE WEATHERSTRIPPING # DATE DESCRIPTION FLASHING SEALANT ALL SIDES OF BETWEEN BOTTOM OF JAMB STUDS, SEE INTERIOR �' EXHAUST GRILL WEATHERSTRIPPING DOOR AND THRESHOLD STRUCTURAL SHEET METAL FLASHING BETWEEN JAMB AND W/DRIP EDGE ADA DOOR THRESHOLD SEE 1 SEALANT ALL - DOOR ALL AROUND, SET IN SEALANT SEE 1/AX-8.13 PLAN AROUND WINDOW BACKER ROD AND SEALANT 7" DEEP COLLECTOR TMP `P WRAP OPENING WI SHIM WINDOW AS APPLY CONT SEALANT BOX EXHAUST PLENUM // SAMF, LAP OVER WRB, I REQUIRED BY MFR L4 AT THE FRONT& BACK CONT BEHIND DECK ` i VINYL"NAIL FIN" 1x1 WOOD BLOCKING TO VENT OF THE UNDERSIDE OF LEDGER 1 F- ALL 4 SIDES OF DUCTWORK SILL PAN 8,AT THE >. A OPENING BACK OF THE SILL PAN i WINDOW N 11 BACKER ROD & /" FLANGE y AND PLYWOOD MING iv I `,� --J11LL___-, -,; .; .- SEALANT / /-i4 J / TRAFFIC COATING WRAP SAM INTO '•I III .-11 METAL J-TRIM VENT EXHAUST GRILL / AND DECK DOOR RO I WITH DRIP REVISIONS WATERPROOFING i I - i. �� " • -m. .`; .. LAP WRB OVER ij EDGE V.- -; SAM _ I ^'[If % FLEXIBLE FLASHING BACKER ROD a' `a ••' '• r' ' I - _ _ _ _ / OVER 118 CORRUGATED AND SEALANT N �' \ �>►� a+ t•^••aauW � ,� VI — r_��_• _J SEE `I / �� Author Checker j► --- 1 PLAN II PLASTIC BACK DAM AND DRAWN BY CHECK BY MTL SILL FLASHING, ', / // / ,7/ /1 / :- -- ..j - -. - I DOWN EXT OVER WRB IP - ,,. I r .. METAL TRIM i ! RAIN SCREEN Z STATUS PERMIT SET F-CHANNEL ` I N �' , 318„ Al FURRING WITH WEEPS r SAM, LAP OVER i BACKER ROD &SEALANT I WRB 03.29.2018 METAL L-TRIM, EXTERIOR WRB i • ■ t INTERLOCK W/END DAMS I DATE RAINSCREEN i ",-' II - OF HEAD FLASHING AND VERTICAL TSG CEDAR FURRING I \ WEATHER LAP END DAMS n SIDING 17052 PROJECT NUMBER FIBER CEMENT --- -s- - OF SILL PAN FLASHING NOTE: PROVIDE NOTE: PROVIDE ,�// LAP SIDING PT LEDGER, SEE HOLLOW METAL WEATHER WEATHER STRUCT DOOR AND FRAME WRAP AS PER WRAP AS PER VERTICAL WOOD WRB, LAP UNDER SAMF 17/A8.01 17/A8.01 Axim8 , 02 SIDING AT SIM BEAM SEE STRUCTURAL 13 EXHAUST VENT 9 DOOR SILL AT BALCONY 5 DOOR JAMB AT WD SIDING 1 WINDOW SILL — WD SIDING ©2018GTAK,INC. if this drawing is not 24"x 36",it has been ■ SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3" 1'-0" SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. -8.0, -8,D, -8.D, = -B.D, UV RESISTANT EPDM S"WIDE FLEXIBLE cam, NOTE: NO DOOR AT SIM MEMBRANE AT OPEN A FLASHING, CENTER x , - ON CORNER OR in 2X 6 V JOINT ,= !/ �---__ = --/;t----- 4> JOINT - X---"_==:_------- _.----_ _.=,tet - :-:_.1.:___.: - 'I` Ax-8.011 I I 8" otak WIDE FLEXIBLE ,><I _ UV RESISTANT EPDM �C r - - - - - - • - r- c..,,,j\ �„ _. i ON CORNER OR ER FIBER � '- °�-°, MEMBRANE AT OPEN 4,-..-- ////��/// .- , CEMENT PANEL e. si[ JOINT ' - SIDING JOINTIM _ _.... ... . I. �,r., F-1 BACKER ROD AND "' \f : , UV RESISTANT WRB PLAN WEATHER RESISTIVE I r VERTICAL WOOD U PLAN SEALANT �� SEALANT OVER _ NOTE: OPEN JOINT BARRIER, AND SEAL r SID ING FINISH MATERIAL BOND BREAKER �� PRIMER ENDS OF PANELS- UNIT AND SEAL PER MFR M J REQUIREMENTS I L -,4atigleill likill. PER MFR { r TAPE TYPICAL INTERIOR - -- — Otak Ar► 1 -Cts, Inc. RAIN SCREEN REQUIREMENTS i I 808 i bird A nue, Suite 300 _ _ :nd, OR 97204 FURRING, TYP + H. , I 4"MAX 4 MAX y ---- ,1 E �� HORIZONTAL FIBER CEMENT LAP SIDING RAINSCREEN Z- I .-- B ALTERNATE JOINT WHEN DEPTH IS NOT .. .,.. i I Poma-1501287.6825 FURRING WITH / REQUIRED SEALANT JOINT DIMENSION POSSIBLE PER "A" ABOVE 1 I vuvvvv.otak.camI. IWEEPSC./0_0 - � 8"WIDE FLEXIBLE :,e _- �_ ... / W— 8"WIDE FLEXIBLE // : / . . 8 TYPICAL SEALANT JOINTS \ \ - 1 , _.—. �._---__ �— .,. , ; a r -_ -�� FLASHING. 9 �_�_. _.. FLASHING, ', �' - -- �I�� -- - - _ .� i CENTER ON _ t , SCALE: 12"= 1'-0" I CENTER ON I I I CORNER OR JOINT 'I Pi I" CORNER OR JOINT • •-��/����� -8 0 -- + x II FIBER CEMENT LAP SIDIN EPDM PROTECTIVE 1 r _ BRIDGE RAILING \ rri \ \ & CI -r-s--_,L WEATHER RESISTIVE BEAD SEALANT, TYP SEE MEMBRANE AT OPEN '/� j-. HORIZONTAL SEE BEYOND _ - --i- _ - _ \\ ;N \ f�: BRIAN R.F1.EEHFA BARRIER, SEAL PER SEALANT JOINT PLAN JOINT x�' RAINSCREEN Z- III PLAN STEEL PLATE rt Imo! ° :� X 1-112"X 1-112"TOP RAIL FURRING WITH WEEPS f �� VIAND,MFR REQUIREMENTS N UV WEATHER 1 EMBED1 ALUMINUM INSIDE CORNER TRIM BLOCKING RAIN SCREEN RESISTIVE BARRIER, ,l . •' I I — STRUCTURALR I FURRING, TYP SEAT PER MFR VERTICAL WOOD VERTICAL WOOD TO STEEL_PLATE JOINT C8D____A - �) VAREQUIREMENTS I n _ SIDINGFIBERCEMENT SIDING COVER WELD TO METAL -- - -. PRE-FINISHED----7 FIBER CEMENT PANEL RAIN SCREEN --�I J 3/29/2018 SIDING FURRING, TYP J FIBER CEMENT SIDING ANGLE, NOT FASTENED ALUMINUM PLATE A7 BRIDGE STAMP - I EXTERIOR FIBER CEMENT SIDING F-------"")" DOOR THRESHOLD - -_ - �'i-`- PER ELEVATIONS 16 FIBER CEMENT INSIDE CORNER (PLAN) 12 WOOD INSIDE CORNER (PLAN) I I 70 MEET ANSI SET IN \/\ • -8.0 SCALE: 3"= 1'-0" a —8.0 SCALE: 3"= 1'_0" A. �I ,-�- ,-,,,-,'.,>--,,j 4 BALCONY AT WING WALL „yin_1_1L r�. 19'/'.. - f 41 - - -. . A _ • SCALE: 3”= 1'-0" t,_ ,.,...,/'.;. � ,; �f��/� _ _ .4 • : ? 8.o DBG PROPERTIES , 4" MAX 4'' MAX j �, �� /\I . 1 ' / , .' LLC 4 r /• l SEE -1A.�` • SEE �� I -----7A/ ,. : / �LSAM WRAP INTO / Ix] SEE / I FIBER CEMENT PIAN PLAN : PLAN "� / I I SIDING SEE a . - ` FIBER CEMENT i ELEVATION FOR OPENING, OVERLAP FIBER CEMENT LAP SIDING II VERTICAL WOOD / _ _ow FLASHING LI CONSULTANT TYPE I SIDING 0 i I � 1 PANEL SIDING —� WEATHER RESISTIVE , WEATHER i i RAIN SCREEN _ ` METAL ANGLE 1 BARRIER, SEAL PER 1 7FURRING, TYP � I r , WEATHER RESISTIVE E RESISTIVE i POST SEE - - - L i---1 - BARRIER, SEAL PER 1 MFR REQUIREMENTS 1 BARRIER, SEAL / i ' MTL REVEAL i PER MFR / -i I r WITH DRIP EDGE MFR REQUIREMENTS ; TRIM PER MFR i \ METAL FLASHING STRUCTURAL i REQUIREMENTS / �. '! li I i -v i a l i I 1 VARIES --____________--C'->___________BRIDGE RD/OVERFLOW PIPE I I Ant�; ce 8"WIDE FLEXIBLE 8"WIDE FLEXIBLE I IX � 4' STRUCTURE BY SEE PLUMBING I / / I SEE STRUCTURAL `� _ FLASHING, CENTER FLASHING, i I i / I -_ BRIDGE MFR • 1-112"X 1-112"TOP RAIL ON CORNER OR CENTER ON I 7 :-_'"---------- pT FURRING / II ' I 8 WIDE FLEXIBLE t` JOINT 1 CORNER OR / I : / / BLOCKING PER 000 FLASHING, CENTER ' i CENTER ON JOINT lir WRB ON CORNER OR `�y I RAIN SCREEN I JOINT _\_-__- 11 I� I STRUCTURAL HORIZONTAL JOINT FURRING, TYP . I I _-_':-./. RAINSCREEN i ► - I 1 PRE-FINISHED I I I EXTERIOR / / ALUMINUM PLATE RAIN SCREEN 1I SEALANT JOINT, - Z-FURRING � � ��� o- FURRING, TYP ; _1 _t. ..„_____________________--- , -_ _ TYP , HORIZONTAL j i, I j WITH WEEPS i i AX-8.03 ~ -f^ i - SEALANT JOINT, TYP ALUMINUM RAINSCREEN i r VERTICAL WOOD , OUTSIDE CORNER Z FURRING / i I / - I J>" I ,. .,i A �` ALUMINUM OPEN /� _. :. _ �. L` _ _ I j�' SIDING " L J 1,- L TRIM -� WITH WEEPS L OUTSIDE CORNER -NIL, --` I ! i 1 I 1 I I 1-C TRIM COLOR TO <- ��_ - BLACK /Y/fir - - y I� J _ MATCH PANEL "1 CORNER TRIM I'��-��/� / ' -- . FIBER CEMENT WOOD SIDING TO FIBER � �+ FIBER PANEL CEMENT D NG LAP SIDING CEMENT TRANSITION3 BALCONY AT WING WALL AT GRADE 7 BRIDGE SEISMIC JOINT • —8.0 SCALE: 3"= 1'-0" 15 FIBER CEMENT OUTSIDE CORNER (PLAN) 11 WOOD SIDING OUTSIDE CORNER (PLAN) . _8.0 SCALE: 3"= 1-0" • —8.0 SCALE: 3" = 1'-0" a —8.0 SCALE: 3"= 1-0" 15 - IIISEE PLAN INTERIOR al SEE .-- I 1 PLAN AX-8.03 I /:/��4i// ��/� Immin J I i '- L LE WOOD OR METAL STUD - - - - - -- - . I � - __._FIBER CEMENT LAP SIDING BACKING AT JOINT ` ` // I /AYj >-zi� "'+' I I I it . '' ><I I FILL GAPS WITH I _ [` I O. I — LAP WEATHER VAPOR BARRIERUJ SPRAY FOAM 1. 1 1 ( FILL GAPS WITH - ��� j SPRAY FOAM / � n RESISTANT INSULATION ` i \ elf 1 «� j INSULATION of , 1 C V BARRIER OVER METAL WOOD SHEATHING OR FLASHING GYPSUM SHEATHING I � C / , W Z "I I r1/ FIBER CEMENT , VERTICAL WOOD I I i Q INSECT SCREEN W/ 6 WIDE FLEXIBLE SIDING SEE SIDING / I 1/4"AIR SPACE MIN AT ELEVATIONFOR10- . FLASHING, CENTER VAPOR _/ _2 I BOT OF RAIN SCREEN ON JOINT TYPE I1 RAIN SCREEN - -. .. f./� �L ALUMINUM STARTER 1 FURRING i I f� 1 WEATHER RESISTIVE RAIN SCREEN _`` i I Ct BARRIER / STRIP BARRIER A FURRING I FRAMING PER 1 ` d I 1 a W J STRUCTURAL FRAMING PER �- a 1 . I ' ! I N BEAD SEALANT, TYP STRUCTURAL 11 I i z •; i I 1I METAL FLASHING \N"---, , 1 ° WITH HEMMED EDGE, RAIN SCREEN _ \ I �, .■ _ w cf., I\ SLOPE TO DRAIN FURRING, TYP _ ry N LAP FIBER CEMENT ,� -- 1 I Al L�i, I 2 = INTERIOR � : I I ' EXTERIOR SIDING r � _ _ - - - _ �„�^ �{ `` - I I AX-8.02 a? LL, RAIN SCREEN _ ._ .. Ell C ° I - FURRING, TYP . -'f ti I n r 4 • , ` : I I I r I� UV RESISTANT 2 - - irr Q n , FIBER CEMENT SIDING PROTECTIVE MEMBRANE J/i: AX-8.01 AT OPEN JOINT T__' I W t w W FIBER CEMENT PANEL EXTERIOR SEE PLAN V T c) Q i— SIDINGlomm - 14 TRIP 10 FIBER CEMENT VERTICAL JOINT (PLAN) 6 CORNER WINDOW JAMB — FC SIDING 2 CORNER WINDOW JAMB — WD SIDING `� `—`�FIBER CEMENT STARTERS } _8.0 SCALE: 3"= 1'-0" + —8.0 SCALE: 6"= 1-0" ' —8.0 SCALE: 3"= 1'-0" ` —8.0 SCALE: 3"= 1'-0" TITLE 3/4"X 3/4"PAINTED STEEL SEE SECTION # DATE DESCRIPTION AVERTICAL BALUSTER WOOD STUDS PER STRUCTURAL v EDGE OF BALCONY �' L 14 1-112"X 1-112"TOP RAIL I PRE-MFR TRUSS SEE / WEATHER RESISTIVE SEE PLAN BARRIER LAP OVER I PRE-FINISHED STEEL PLATE STRUCTURAL • \ 1 FLASHING UNIT *"... EI AX-8.03 1 ` ,I/ INTERIOR 1 k EXTERIOR BLOCKING PER STRUCTURAL RAIN SCREEN FURRING- A T — TYP AT EVERY ' 1 DO NOT PLACE OVER INSECT SCREEN r -1 RAIN SCREEN FURRINGalltiP . 1 , FLOOR 3. L7 WINDOW FLANGE • FIBER CEMENT SIDING SEE FIBER CEMENT Di —� DOUBLE 2X TOP ELEVATION FOR TYPE I I ' SIDING i I 1 iv METAL TRIM WITH PLATE WRB f `I 1 HEMMED EDGE, SLOPE FLOOR JOIST, SEE a' 1 I _:�y TO DRAIN{OCCURS AT I STRUCT REVISIONS 1111'�� EVERY OTHER FLOOR) RESILIENT CHANNEL r C- 11, - LAP SAM OVER f - - - - METAL FLASHING INTERIOR 1 II EXTERIOR .�• 2X BLOCKING ',2'.4---�- LAP WRB OVER I / 1 I SAM AND MTL Author Checker I I / . / BALCONY E • I 6 WIDE FLEXIBLE : FLASHING DRAWN BY CHECK BY 1 FLASHING, CENTER ON 1 JOINT FIBER CEMENT ` I { s INSECT SCREEN W/ PERMIT SET I AIR SPACE AT BOT / SIDING OVER 1X2I .) OF RAIN SCREEN, STATUS i / I • RAINURRING TYP VERTICAL PT 1 1/2"VERIFY W/MFR II •;. '� - FIBER CEMENT SIDING FURRING STRIPS I • DO NOT CAULK 03.29.2018 SEE SECTION I1 r �— ALUMINUM DATE SOLID BLOCKING _ - STARTER STRIP CENTERED ON JOINT UNIT EXTERIOR 1 • . . . .. -`t--= 17052 WEATHER RESISTIVE INTERIOR 11 �. . .--,;•••:1;,y <. , .'.._ ,.t�: T S I I 5/8" FIBERGLASS / PROJECT NUMBER BARRIER TUCKED UNDER SEE PLANS I 11 , • UNIT MATT GYP BRD METAL FLASHING WITH MTI.FLASHING - - I INTERIOR WRB AND FLEXIBLE FLASHING DRIP EDGE -1 FIBER CEMENT SOFFIT BOARD SAM FLASHING WRAP Axim8 . 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 020180TAK,INC. I I If this drawing is not 24"x 36" ,t has been • —8.0 SCALE: 3"= 1-0" l —8.0 SCALE: 1 1/2"= 1'-0" A _8.0 - SCALE: 3"= 1-0" a —$.0 SCALE: 3"= 1-0" reduced/enlarged. 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LINEAR FOOT MIN. 808 S hird A nue, Suite 300 / Po and, OR 97204 WELDED EDGE / V A m 503.287.6825 6 www.otak.com -t- �• -a.0 'i.-# 1/ 2 1 GUARDRAIL, SEE ' 3721 6 v SLIP RESISTANT FINISH, IRIAN R.IFLEENER SEE FINISH SCHEDULE PARAPET DECK FRAMING, SEE PORTMAN12,4R WALL SEE SECTION STRUCTURAL 1/4"112"MAX LAP SAMF OVER ry I SLOT PE PREFINISHED METAL V SADDLE FLASHING, PLACE FLASHING 3/29/2018 OVER FLEXIBLE FLASHING ' •a - .. - ✓ STAMP AT INSIDE CORNER V �/I ��� /' ��� ///' ��� �� ��� /�� �% • - - - - /// / z.--711-1.L WEATHER RESISTIVE •'; 4 '''' I ,1'`— BARRIER Q I (JI/�l'} OVER METAL _•.' ,:., _,y '� 1 '� ..�� L SADDLE \' __ - :j' �., GUARDRAIL SPACER --- �1 ��-n-.1 FLASHING I f +� �' =:/ !- STEEL PLATE, SEE DBG PROPERTIES O P E R T I E S ,,..,::2::::;:::::(:,-,::,,:,::,:it I :-IrBREURC-CrIZI-NT EELPL LLC SAMF ;•z: }:„',=' �:.,'"s: '^ w. 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INTERSECTION PERMIT SET STATUS TYPE'X'GYP BD CONTINUOUS BEHIND g 03.29.2018 STUD AT INTERSECTING DATE ---It— NON-RATED WALL e -- PARTITION PEROPLAN 17052 PROJECT NUMBER AX-8 . 12 4 2-HR WALL INTERSECTION 1 RATED WALL TO NR WALL ©2018 OTAK,INC. a —8.1 SCALE: 1 112"= 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. ot k - r VARIES if_ _iiiiiiiiisiroe,„4002 Ilk ' 11 F SEE PLAN COUNTERTOP 2 -0 MAX r 0 3/4"MELAMINE SHELVING Otak Ar a . ects, Inc. BACKSPLASH 21e f ,� MIRROR .-• WITH FACTORY EDGE AT FIXED PANEL �� / FRONT EDGE 808 S hird A nue, Suite 300 Po -nd, OR 97204 �� _ • ma 503.287.6825 o www.otak.com LAVATORY _. ___ .; Ili_ COUNTERTOP COUNTERTOP & BACKSPLASH I & BACKSPLASH 1, 1 x 2 MDF CLEATS AT WALL INSUL WRAP 4 , W/45 DEGREE ANGLE CUT AT Ir t° PLUMBING I � LOCATE REMOVABLE b FRONT EDGE, TYP ! s4 ,�. �, CABINET AT OPEN io - 372, n n �t O COUNTER END OF COUNTER .{ BRIAN .Fi.EE�li KNEE CLEARANCE 1 - ' z b WALL BEHIND O (ANSI 117.1) _ �/; REMOVABLE CABINETRY z U o WALL BEHIND O p ZREMOVABLE CABINETRY I I� %OvR�� �� i., iv 70 BE FINISHED ��_ I cc I in¢ Xd a' lI Ip TO BE FINISHED .4-1" �{' 1 FACE OF WALL _ �/" I� < z U REMOVABLE ¢Y z b iv { f r NOTE:ACCOMMODATEN • z• CABINET _+ — O M O0 v - FLOORING TO `► OF Q KNEE CLEARANCE BEHIND g FLOORING TO v IL co / 3/29/2018 REMOVABLE CABINET @ I 6 CONTINUE UNDER UNDER CONTINUE TYPE A UNIT AND TYPE B CABINET -N-3r4 •r CABINET co STAMP UNITS USING FORWARD "' 30"CLR MIN .- APPROACH @ LAVS, SEE 8" MIN ' 30"MIN �, EMOVABLE CABINET SEE 201AX-8.13 FOR NOTE:OTE: UNIT PLANS FOR �' REMOVABLE CABINET LOCATIONS r 6" 11"MIN SEE UNIT PLANSIELEVS �, VARIES KNEE SPACE 1` 57 �. MAX .r SEE UNIT PLANS/ELEVS 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" • _8.1 SCALE: 3/4"= 1'-0" CONSULTANT 39" I I. �' 1 COUNTERTOP ADJUSTABLE WIRE SHELVING SYSTEM _...j i INSTALL ELECTRICAL \ OUTLET OR SWITCH BOX HORIZONTALLY • ;H._ 'r— L CLOTHES_ �. + ' 2 HANGING ROD 2 AND HANGING . ,N•s— 2x6 WOOD STUDS AT 16"O.C. z ROD BRACKET ACCESSIBLE WATER CLOSET L 39" TYPE A LAUNDRY EQUIPMENT 2 u. SHELF BRACKET THAT LOCKS z FINISH PER < INTO WALL UPRIGHTS FOR 36„ I ��_ r 42" nit SCHEDULE b? 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ONLY • MAX ' r MIN r �� r BLOCKING r�� E$ I ' I I REQ D' z ;- r INTERIOR EXTERIOR Z I, 1 r 1 0o I 1 00 z LOCATION I I OF BATHTUB / DOOR REVISIONS _1 � I C.)I �` f`,- , _ _ _ ADA TRESHOLQ, 1:2 CONTROLS I r )✓' Q .� ��� _ `,J( LC - 0J `I.�I� a C - 3J d �r� LC 1J i LJ `4 h / �.,- I - io I / MAX SLOPE AT ALL ' -� _ r -- _- _ _ _ - _.. - _� J /��rf / TRANSITIONS, 1/4" �� ¢ �, c- / o LC' �J ¢ _ in // CI d _ MAX HEIGHT AT XX Checker J _ i - el VERTICAL PORTION DRAWN BY CHECK BY J�`'/ I ' p .� _ OF SELL, 112 MAX = I O ¢ Q 1 0 i M I, OVERALL HEIGHT 2 PERMIT SET °' REMOVABLE ce I 5 `r' IX `o I z CLEAR DOOR WIDTH-MIN. 32" \ 1 STATUS IN-TUB SEAT f o Lu ¢ — — — O I 6U I — — U f 03.29.2018 • F.O. LEAF TO F.O. STOP 2 r I 'T' i I' I - N DATE 15"- 16 BATHTUB WITHOUT BATHTUB WITHOUT BATHTUB WITHOUT TYPE AlTYPE B BATHTUB - TYPE ATTYPE B TYPE A/TYPE B I - NL —2 17052 PERMANENT SEAT PERMANENT SEAT PERMANENT SEAT (BACK WALL) (CONTROL WALL) (HEAD WALL) � _I--- • �� (BACK WALL) (CONTROL WALL) (HEAD WALL) I I PROJECT NUMBER Nr Jr L � g g kAx-8 . 13 NOMINAL DOOR DIMENSION r ©2018 OTAK,INC. 17 ACCESSIBILITY MOUNTING HEIGHTS 6 DOOR CLEAR WIDTH 1 ADA SILL TRANSITION If this drawing is not 24"x36",it has been reduced/enlarged. Scaa accordingly. • 8.1 SCALE: 1/2"= 1'-0" • _8,1 SCALE: 1"= 1-0" • -8.1 SCALE: 6"= 1'-0" otak KaAllik ._.m 0 4 Otak A - " 'tects, Inc. 808 S Third venue, Suite 300 P, -nd, OR 97204 :in 503.287.6825 www.otak.corn f , • r f, a ' 372' 0.: BRIAN R.FLEENER PORTLAND,OR OF 0 3/2912018 1x4 CEDAR BOARDS STAMP N \ 9 A -8.1• N CABG PROPERTIES LLC 9 W-8,1 511%V /' CONSULTANT / - [ SEE PLAN 1x4 CEDAR BEDROOM CLOSET BASEBOARD DOUBLE 2 x UNLESS - - / NOTED OTHERWISE ON STRUCTURAL DRAWINGS EXTEND GYP BD 3 STAIR ENTRY ELEVATION DOWN TO BIFOLD DOOR TRACK CONCEAL FRAME, .8 SCALE: 112"= 1'-0" PROVIDE J-TRIM N „ AT GYPSUM .,, , ,_ BOARD EDGE ��� " ] GYP BD @ JAMB BEYOND _Z GYP BD @ JAMB BEYOND R1 BIFOLD DOOR 7 !CLI, FOLDNBIDOOR HEAD )(, l , \ • ..8.1 . = 1'-0" / ‘SPA‘ , illP X' _.410041 :Z •j LLI W. + '-- M ..3 I v DOUBLE 2X UNLESS �` SEE PLAN OTHERWISE NOTED ON I C 111 STRUCTURAL I Ce DRAWINGS ' ao BEDROOM \'-' CLOSET CL c BYPASS DOOR TRACK EICJ Ci) I • N J 118" \ - - - - - - _ _ - -F - - - - Cr)_ Z / V- 0 0 - cm // )(1-:, 1 x 3 PAINTED TRIM / I Z BYPASS DOORS COIli LN-ccil OW Ce I x 1 PAINTED TRIM : �'. ' +` GYPSUM CEILING c O O_ CORNER BEAD 0O0 ❑ GYP BD JAMB-TYP W , 2 c I \ LU /�V GYPSUM CEILING = ti < I.._ 1'■■w Cre p. Z 6 INT BYPASS DOOR HEAD 2 CORRIDOR CEILING AT HEIGHT CHANGE TITLE • _$.1 . SCALE: 3"= 1'-0" • -8.1 • SCALE: 3"= 1'-0" # DATE DESCRIPTION co U- 4 DUCT SEE .9 ,:4 a„ p4• -. +` -t j 1x4 CEDAR BOARD MECHANICAL _ DOUBLE 2x UNLESS -, • i _ OTHERWISE NOTED ON ;r,1 DOUBLE 2X UNLESS _.\ 7 '� STRUCTURAL M1,-.•.-` OTHERWISE NOTED • SEE PLAN SUPPORT WIRE �r� 'r I 0:, - "- -7_ %. 4_,, DRAWINGS '''•: \/ I : / ON STRUCTURAL \/ \ I .1 • SEE PLAN DRAWINGS /\ I `� LED LINEAR LIGHT j _ _ _ ,,� _ - REVISIONS Z T• -- FAC OF FINISH AT z �._ FACE OF FINISH AT AS REQUIREDCROSS ERS i i PERPENDICULAR /'-' PERPENDICULAR ,• JAMB CONDITION Author Checker .; JAMB CONDITION /= ' =::i �.. 1 x 3 DOOR - _._ _ _.___.. DRAWN BY CHECK BY ." STAIR ��'� //// CORRIDOR ,� 7 CASING, PAINT PERMIT SET STATUS 1x CEDAR BOARD ,..1 \ , 03.29.2018 1x3 DOOR i TRIM I CASING, PAINT I DOOR CASING DOOR CASING, PAINT I�/.r�II�/.�II/��/. ��II/��i��/_I/�' DATE INTERIOR DOOR, INTERIOR DOOR, / 17052 SEE DOOR SEE DOOR1. 4" PROJECT NUMBER SCHEDULE I' SCHEDULE 1x4 CEDAR BOARDS NOMINAL GYPSUM CEILING N AX-8 . 14 9 STAIR DOOR HEAD (JAMB SIM) 5 TYP INT DOOR HEAD (JAMB SIM) 1 CORRIDOR CEILING .2018 OTAK,INC. • -8.1 • SCALE: 3"= 1'-0" • _8.1 • SCALE: 3"= 1'-0" • _8 1 . SCALE: 3"= 1'-0" If this drawing is not 24"x 36",it has been reduced/eniarged. Scale accordingly. AIR SEALING NOTES NOTES 1. ALL EXTERIOR WALLS AND UNIT DEMISING WALLS TO Otak Ar ects, Inc. HAVE SILL PLATE SET IN CONTINUOUS SILL SEALANT. 808 S hird A nue, Suite 300 2. AIR SEAL GYPSUM BOARD TO TOP PLATE AT LEVEL 4 Port nd, OR 97204 DEMISING WALLS n,ai 503287.6825 • s M - 3 SEAL ALL ELECTRICAL BOXES SEE 101AX 811 vim fa 111, .�ww.otalc.com • 7 • - • s a , • a = • • o • 4. SEAL ALL MEP PENETRATIONS 1N WALLS SEE121AX 8.11 . „.._1:,`•LiaikiP _•:�. ���� ••r•.•r•., `•.•••.,••j I stalia•• 5. SEAL ALL MEP PENETRATIONS IN CEILINGS SEE $IAX-8.11 a.44, .I....�.E. - .,..E D ". • 6. ALL EXTERIOR WINDOW AND DOOR OPENING TO HAVE 3720 M. f, _ I CONTINUOUS SEALANT SEE OPENING DETAILS ON :RIAN FL FLEENER p ' it L� SHEETS AX-8.01 AND AX-8.02 MtMt r • .— ---I , Li 7. THERMAL INSULATION TO BE INSTALLED PER RESNET P{IfiTLRN[3,OR roEi J F 9 GRADE ONE PROTOCOL rOF 0 - �� / ri J 1 fl•r ------ci -" I' �'� g•' 8. ENVELOPE TO MEET REQUIRMENTS OF THE ENERGY ' ==- _� STAR THERMAL BYPASS CHECKLIST 3/29/2018 4. D r r ,� 111 11 MI i t 9. BUILDING ENCLOSURE TO BE TESTED FOR AIR STAMP illi i j ; U • TIGHTNESS PER ANSI/RESNET/ICC 380-2016 STANDARD 'I i Egib Fill,_iLlr it - ,k _, r'"� - • LOCATION OF CONTINUOUS AIR SEALANT/BARRIER 1. a 1 1J L�. 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PENETRATIONS AX-8.15 ASSEMBLY u � a -8.15 . 7 -._.._-___._ _. _.- _-_- CONTINUOUS SELL �__: i I ( r ; SEALANT lill IC:( f --' i , EXTERIOR STUDS FOR ', aw..t 1AT WALL _ f NAILINGM ,Z _ NOTE:AIR SEALING ON THE INSIDE 1 �� '7 °` 1-1 i W - - - -- --INTERSECTION /� , ` - FACE OF THE GYP BRD TO BE i ' - -4 UNIT '# I •# - - 1 �' CC r ' /; CORS. • UNIT { ■ G --e �_ - COMPLETED ON ALL 6 SIDES OF THE 111:41 i •-" U I -� UNIT DEMISING WALLS, FLOOR hi- ICC 0 IX CEILING AND EXTERIOR FACING OF Il i mow _ - WALLS TO MINIMIZE LEAKAGE —� { a ` THROUGH ASSEMBLIES. ALLOWABLE �': CORR. \' ' ,e µ'' I 0.4k Q = • LEAKAGE RATIO IS .30 CFM50 PER SF ':� \ I UNIT �i / I UNIT aft ' E W C�C OF ENCLOSURE MAXIMUM ii II ; ; # i ' ' +� Y G !l . 4111 - © „F : FILL CAVITY WITH _ " _ SPRAYFOAM N TYP AT LEVEL • = AX-8:15 - RATED \, `T-: I17 'S ., I EXTERIOR INSULATION Q Z co HEAD OF WALL = UNIT ' I 1 US SILL -t� , ,- 1 CORK. 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If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. ,, 18"MIN STAIR RAIL UPotak 1 112" 1 112" . , J _,,„_ w 1 112" 7 ...digigietilevAd ilk 7 {!! (. 1 112"-.- ,� �.. / HEAVY DUTY RUBBER/VINYL TREAD STAIR NOSING- 112"RADIUS MAX � Llr11'! ki � -.13. -- � �� 13 MIN 1 Otak A lects, Inc. © 3'-4" MIN 1 SEE PLAN 1 118"PLYWOOD TYP 808 S r Third enue, Suite 300 _..: AX-8.06 TOP z AT TREADS r . .. MEIN Pa land, OR 97204 p X-.__ m n 503.287.6825 Z „ ROOF HATCH - �� }_ HEAVY DUTY RUBBER/VINYL ..otak.com 2 t Nurriber, 1/32 Raised "Tactile. Black l v �— STAIR RAIL `o a RISER COVER co • iv I I^ DOWN , i� 1I2" PLYWOOD TYP rLu ROOF TRUSS SEE ....... Grade 2 Braille STRUCTURAL I I I AT RISERS e I II I — �.: –_-_-=_- �. I —1 1/2" MIN CLR -_. STEEL SHIPS 2 -6 RUBBER RISER & BRIAN R.FLEENER4 LADDER/HANDRAIL I SEE FINISH t'; 7 .��., • • I 10 I - SCHEDULE 7 A SIGN SIMILAR TO THE EXAMPLE SHOWN ABOVE �- • I I - �Cf#TLAND, (�R WITH CORRECT STAIR DESIGNATION, STORY ip -I•_ - I . DESIGNATION, DIRECTION TO, EXIT DISCHARGE, /• ... �� STRINGERS, SEE OF 0 AVAILABILITY OF ROOF ACCESS FROM THE STAIRWAY STRUCTURAL ����� 3)29/2018 AND TOTAL NUMBER OF FLOORS ALL FOR THE FIRE1(f ; All 5/8"GYP BRD BELOW DEPARTMENT BUT ALSO INCLUDED IN BRAILLE PER - - _ -- FLOOR/LANDING `_k, // STAIR AND LANDING STAMP ICC A117.1 SHALL BE LOCATED AT EACH LANDING OF RATED WALL, SEE FRAMING PERINTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO PLANS, EXTEND / ,___,N. ii_ ---- III STRUCTURAL BE 5'-0"AFF IN A POSITION THAT IS VISIBLE WHEN GYP TO UNDERSIDE DOORS ARE OPEN AND CLOSED, SEE STAIR PLANS OF ROOF _+__ - FOR PROPOSED LOCATION SHEATHING END VIEW ELEVATION , - _ n- jt - --irrlilli\ 15 STAIR IDENTIFICATION SIGN 12 ROOF ACCESS HATCH 8 HANDRAIL AT INTER. LANDING 4 STAIR TREAD DBG PROPERTIES LLC ' -8.20 SCALE: 3"= 1'-0" ' -8.21 SCALE: 3/4"= 1'-0" l -8.21 SCALE: 3/4"= 3'-0" a -8.21 SCALE: 1 112"= t-0" HEAVY DUTY RUBBER/VINYL TREAD HANDRAIL 1 1/8"PLYWOOD TYP AT TREADS LATCH TO WALL 11"MW "� SEE PLAN CONSULTANT •� FLOOR FINISH VERTICAL5 BASE SEE FINISH AX-8.06 TYP 3'-0"X 8'-O" ROOF HATCH SCHEDULE STAIR WELL WALL z , FLOOR/LANDING FRAMING SEE PIAN ROOF FRAMING NOT LEDGER AND JOIST o PER STRUCTURAL HANGER PER 71-1/4" STEEL PIPE I SHOWN FOR CLARITY STRUCTURAL STRAP PER STRUCTURAL GATE FRAME I FLOOR/LANDING cd f' w � ` BLOCKING AS REQLIRIED SELF CLOSING I I 1 FRAMING PER FOR GYP BRD GATE HINGE I STRUCTURAL _ -- ! --__I T t 1 H J / 4, r SEE PLAN ~• __. -.- _1 I 06 blyr .:-z ;.•.: ::':7`..; -•'2,-,'-,-';', -\ ' 0 _,F -- SEE lor I -- ------ SECTION SECTION 1 fir °O GUARDRAIL < 1/2"PLYWOOD TYP AT RISERS - STEEL SHIPS ' iv HEAVY DUTY RUBBER 1 VINYL aLADDER0 RISER COVER . ` �• 5/8"GYP BRD BELOW 5/8"GYP BRD BELOW STAIR DOWN 1 • STAIR AND LANDING STAIR AND LANDING - -:.-.-- .---- . __ t°. ••. _ - �- STAIR STRINGER PER ii ig ___ FIRE SEALANT'AT GYP M z TERMINATION STRUCTURAL k ��`'0* Q BLOCKING NGO© CO 1111)1 11 STAIR FRAMING, SEE STRUCTURAL - 7 LANDING AT RATED WALL 3 STAIR TREAD AT TOP OF STAIR Z 14 GATE AT LEVEL OF EXIT DISCHARGE a -8.20 SCALE: 1 112"= l'-0" ' . _g 2, SCALE: 1 112"= 1'-0" W = a _8.2• SCALE: 3/4"= 1'-0" , w •� " HEAVY DUTY RUBBER/VINYL TREAD 11"MIN g© 4"MIN SEE PLAN W RUN11.111 1 118" PLYWOOD TYP Ce >- MDF CAP-PAINT TO AT TREADS ct MATCH BASEBOARD °CC -4z HEAVY DUTY RUBBER/VINYL 0 j 8 112"MIN 1/4" 1/4"- O —' ---- RISER COVER a PROJECTION PLUS N 5 TREAD DEPTHID 1/2"PLYWOOD TYP W II TOP OF WALL, F-- w a AT RISERS Y * I. ui - 114"GAP-PAINT BLACK -,/,-2) I ABOVE NOSING - Z (� t J-TRIM _ 4 ‘11, Q = N N5"MIN �; L... .....__. ti TREAQ u„� _ 0) I-.... DOUBLE 2x WALL _ DEPTH TOP PLATES W .)I LL E a C] s I * i I LU � � ct SEE PLAN .... / 5/8"GYP BRD BELOW = O Q Q NOTE: LADDER TO BE MIN HANDRAIL I 1 STAIR AND LANDING CD 0 I- 30"WIDE BETWEEN WHERE OCCURS I ti -- Cl) HANDRAILS SEE PLAN •• I AX-8.20 I FRAMING AND STRINGER CONNECTION PER STRUCT J SIM SEE TITLE k_. SECTION • U # DATE DESCRIPTION 10 ROOF ACCESS LADDER 6 STAIR PARTIAL WALL 2 STAIR TREAD AT BOTTOM OF STAIR -8.21 SCALE: 3/4"= 1'-0" ' -8.2, SCALE: 3"= 1'-0" a -8.20 SCALE: 1 1/2"= 1'-0" 1 1/2"DIA CONTINUOUS PAINT GRADE WOOD HANDRAIL WITH REVISIONS METAL SUPPORT BRACKET AT 6'-0" 1 1/2",, OC MAXIMUM-PAINT TO MATCH fCLRI BASEBOARD V • a , Author Checker \\\ \__..__, -,- 2 X 4 BLOCKING - . DRAWN BY CHECK BY kr FOR HANDRAIL t- r. SUPPORT BRACKET z PERMIT SET ATTACHMENT, TYP iiiSTATUS `�- ' z 11J 03.29.2018 AI i a \:'_' O DATE 12" MIN AT TOP co ! 1 TREAD LENGTH AT BOTTOM SEE PLAN o 17052 H'•. -_ PROJECT NUMBER ir NOSE OF STAIR A)(-8 . 20 5 HAND RAIL EXTENSIONS 1 HAND RAIL AT RATED WALL 02018OTAK,INC. 1 ' If this drawing is not 24"x 36",it has been -8.2o SCALE: 3"= 1-0" _g.21 SCALE: 3"= 1-0" reduced/enlarged. Scale accordingly. otak• Otak A ects, Inc. 808 S Third A enue, Suite 300 Po and, OR 97204 m .n 503.287.6825 www.otak.com 1'-4" rMIN CLR i ;. — 112" RADIUS AT ENDS • • , 1 4. 3720 . ' BRIAN � R.��E � 4 z 3/8"x 1 1/2"STEEL * • • g --- T FIAT BAR !! PORE AI I ,OR /3/4", �:� 3/29/2018 TOP OF s��a __._._._._ = :y STAMP -----____,7 1-114X3116"GALVANIZED BAR STEEL ANGLE i Q" A " /` — I / GRATE WITH TYPE H-3 SUPPORT(TYP) I I SADDLE ANCHOR(1" MAX PROVIDE BLOCKING - ( � 1-1—L1— �_ `T CLEAR OPENING-SLICE IN IN WALL BEYOND i �, 4. ....1 � HALF FOR REMOVABLE) _ SECURE AS,� REQUIRED DBS PROPERTIES ,I LLC ::.i. '. -q 4\aa q�, r r \ •� \ \, a • d , I /\, r % - CONSULTANT a• '`. \:. `\- \! 314"MIN DIAMETER u . • _ �'' :\4.- _\w1 _ ..a, s ' . a 7STEEL SAFETY 4 - '~ .� `N . ' \4 ' o RUNGS(SCORED r FACE OF SHAFT WALL 4:'-.." •' OR ABRASIVE)@ 4 •.< �^ • " �• �,,� � - � L2-112X2-112X114" �- 3 K w ' ", + GALVANIZED ANGLE PLACES(TYP} ` ', d WITH (2) 112"DIAMETER \ 0 '• NOTE: GRIND ALL • _ 4. • - ." X5"WELD STUDS AT 2'-0" ANCHOR FLAT ., . .1• • O.C.AND 4"FROM EACH [ BAR TO � �1" < a WELDS SMOOTH AND . — I i. END 1 112„(TYP) STRUCTURE PRIME PAINT, PAINT :a ; <• . . - �— (TYP) I • ALL STEEL, OSHA ■ <. ` "YELLOW' V I . ` • 4� 1 , ELEVATION SECTION 7 SUMP PUMP PIT GRATE 3 ELEVATOR PIT LADDER DETAIL • -8.2 SCALE: 3”= 1'-0" • _S.2 SCALE: 3/4"= 1'-0" V 90 MIN RATED ELEVATOR DOOR RAIN SCREEN FIBER CEMENT SIDING FURRING FLOOR FINISH INSECT SCREEN ,I' AT BOTTOM OF GROUT A5 WEATHER RESISTIVE _ li 1 RAIN SCREEN (F3 I REQUIRED CO BARRIER , WRAP OVER W_ ;! 1 COUNTERFLASHING ELEVATOR DOOR SILL BY CC) MECHANICAL EQUIPMENT METAL REGLET FLASHING II'I.i WITH TERMINATION MFR TO COMPLY WITH ICC •••••I PER MFR 4. 1 BAR A117.1-2009407.4 WOOD SHEATHING, ,. a . . : . - ;: Q MEMBRANE SEAL, FLASHING SEE STRUCTURAL `� ROOFING _ ': -: _ •I,' W 1— $� REINFORCEMENT PER � , ,. . - � .a . . . ..il ROOFING MFR n1 MEMBRANE �� / �/ / // ,/ // /�' QFLASHING MEMBRANE 011j [!I ;: 1 ti / EEtTH • HOTAIWELD STEEL ANGLE PER• SHAFT CURB l, SEALANT I.. . II _ VERTICAL FIXING ANGLE Q ELEVATOR SHAFT i M„ c CORRDINATE WITH ICC 0 = I �—.-.rte--*`_ _ 1 ELEVATOR MFR � FIRE SEALANTe _ i w CO •AITRUSS BLOCKING _ : , ,„ I / a F.,J FIRE SEALANT SEE STRUCTURALIg. 0. ; - -3/ 0 I 1 cf, N W EXTEND GYP TO • EXTEND GYP TO C UNDERSIDE OFIP UNDERSIDE OF I 1 _ CI D co SHEATHING SHEATHING • 1 -1 , = N06 E _ SEE PLAN �` IP GIRDER TRUSS GIRDER TRUSS W C� W AND HANGER SEE AND HANGER SEE __.. ....._._.. —.. I O O STRUCTURAL W STRUCTURAL I i ■ CO i iii w i'-, 2 < 1 , NOTE: TRUSSES NOTE:TRUSSES / i I O Q W PARALLEL TO WALL PARALLEL TO WALL ` (' J AT SIM AT SIM I ti W i0 2-HR SHAFT AT ROOF 6 ELEVATOR SHAFT WALL AT ROOF 2 ELEVATOR THRESHOLD TITLE A -8.2 SCALE: 1 1/2"= 1'-0" • -8.2 SCALE: 1 1/2"= 1'-0" -S.2 SCALE: 3"= 1'-0" # DATE DESCRIPTION I . • -� : SEE PLAN 4 1 _ i- 1 • '• - SCHEDULED BASE SEE PLAN = , ry , SHAFT UNIT! SCHEDULED BASE ELEVATOR • . i CORRIDOR - I . SHAFT . \\ FIRE STOPPING .� FIRE STOPPING 1 - .:I • • .N SEALANT % SEALANT _ REVISIONS j WATERPROOFING ;' ' z 0 a .• f Author Checker ; d. •d,, - '• a ' DRAWN BY CHECK BY ., - moi' r 1 4 •,4 ' . - -+ - e• _ _1 • , _"' • •< • ' �'• , ri -•• PERMIT SET STATUS a; a • •'. i ,d i yd • - Y, .. '4 •• , �,- '•e-ri DATE .t-�i�ir e �Yr ' �.��-';:!' hit �s tr •�?' r �• er �t . - .1• ! 17052 J•v• i?. 40 o • ,. r st t t^ sib t�f '° 4 • •,--' iNvita..1,r :I_� V• •• •_. .11i_:,i :'+�'�y��_ i_. ; . PROJECT NUMBER t 4� � ilste at 1 - :rr� tittstit=O r�i�tii lii;.i'syr!_liTs� 1 1 1--"--- I 1 1. 1 •1 -• ', a V • Ax..8121 5 2-HR SHAFT AT GRADE 1 BASE OF ELEVATOR SHAFT ©2018 OTAK,INC. If this drawing is not 24"x 36"it has been A _8.2 SCALE: 3"= 1'-0" ' -8.2 SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. • „ „ „ Otak Ar ' acts, Inc. SQUARE STEEL HSS , •AT TOP OF GATE F '� ,' • • 808 SW hird Av: ue, Suite 300 Porti- d, OR 97204 / . : . /i /- .i main 03.287.6825 / 20'-0" r 'ww.otak,com \/.\ . • • • • sIlt% 1x4 VERTICAL Q CEDAR SIDING 3R.FL 1 1 I ; ' —� RAN R. LEEI�Ei CI STEEL ANGLE / r i � i* ffI- ---4—1 -j- -- I- 1—'*- 1 rt � - - -I--� I+- �� ^ - � _ i HI -I, � + L I �f --1---1— 4-, e • • {PAINT BLACK) • % • I �� i I I I I I I � I - %OMANI),OR I 1 I III ice- 1 I I I I ' 1 I I ! ! E11I I ' 1 1 1 , ! 1 •I ; I I I I I I ; - 3 i I CEDAR SCREEN OF Q I BOLLARD7---r1 I I I I i I I I E ! ! I ! ; I 312912018 BEYOND • � I I I I I I I I I 1 1 1 1 1 ' 1 1 11 I I 1 i I I i I 1 I fi I ' [ ! i I ! STAMP 114" STEEL TAB I I i i I • I I I II I I• i i WELD TO HSS Vn iy I I I I i I I I I ; ,� — I r W II I1 I11 Ili I I II I 1 lI ; II 1 I I I I I I I I F.. ..1♦ I� �' I ! 1 1 I i I T � }� } � L / V j I I I i 1 ' II 1 I 7 1 I ! I I I I I i I I I I I I ! 11 1 l 1 DBG` PROPERTIES SQUARE STEEL HSS / I AT BOTTOM OF GATE : I I I I j I l l I I l I fi i l I l ' I ! i 1 1 I { LLC ' � ( I • I I I ; ilii i1 I _ l I � jI j 11 1 ; 1 I - - 1 I t — '�I-1-!i rt t T _` -i`."1-.1....� - - I- -'-I, I t— — - i ! _;' L T_ 1_ — I j I CONSULTANT C4 zQ I \NN • U •{ - ��6"•� 10'-1" 10'-1" [61" M 9 Na `. 112"DIA CANE BOLT&CAST-IN 6" DIA. STEEL PIPE-FILL W/NON- • BOLT SLOTS SIANSFCLOSED EACH 6 WASTE ENCLOSURE - SCREEN SECTION 7- SHRINK GROUT-ROUND TOP • OPEN �.• GATE • -9.01 SCALE: 3"= 1'-0" DOME TOP OF CONCRETE FOOTING • , fid' • BACKER ROD AND SEALANT OVER 1" SQUARE HSS JOINT FILLER GATE FRAME I PAVEMENT, SEE CIVIL • 114"STEEL TAB q _'I , { 16"DIA. CONCRETE FOOTING WAST = , LosE ENCURE- ELEVATION REFERENCE WELD TO HSS _ � �' STEEL ANGLE •`` • (PAINT BLACK) ' • -` __ _9,D1 SCALE: -0" 4 • 1x4 VERTICAL ... 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PIPE &'FOOTING +, • 4X12 PT WOOD BUMPER-CENTERED AT 12" ' „ •• -- : 20'-0" r AND 48"FROM FINISHED FLOOR W/ 46 EMBEDDED ANCHOR BOLTS OR EXPANSION W / ANCHORS INTO SOLID GROUTED CELLS, 5 WASTE ENCLOSURE - SCREEN PLAN 4 BOLLARD DETAIL TYP ATOLL INTERIOR WALLS . -9.01 SCALE: 3"= 1'-0" ' -9.01 SCALE: 112"= 1'-0" / __sir 11 ice . ., -..: .. .- _-.. .. .. , : - ...: .,. ..-•-... -.-_-....,„ ‘., -,.. ..- at.. k- -:.' .- - 1 :. ,, -7'4-*'• -„•4,"t ••••• 4 ••‘4:-t- ;.••_•• • :1 .-...4,"...4:: IIICE • _•, •~•d, •a ",• a, ar . r - 71• it r ar• • ❑ Va• •• • :' .•4 • - .' • •:•:. v ? -_• !COPED CMU CAP •; • ' a • ' ' 4 .. • �`▪" '• '. •1'Q .- ' _ • • 4 •_ . - • - • CL ct • LL • •• ._ "y, • •_ • • ' •` •` t. ri • .. _ '••• • ` ` .. -a2 4-,. _ '• •''• 4 • • illgt Cr. iii Et • • �^711 a "• `r.-.• •' • -,• ` ,, � •. ! ••4a ' ,�, r.• •4, • s� � a4 " �a 'd 4 ',•_- ._••+' •�J , 14•a, f 4., a d �`•: •'.� w.; M • i. r _ : -1 •i ,. . i.. ,4 ,•.• -j y .10 '4••, •? d� 4-,^ •a r' a dr - ' s- •a 0 CI D co .t *: Ii' ' '.,4" • � . ` •••.•.a•.'4_,, -i7LOrC _ - •. • ' •-p- -f . 4r' :.-� • +, • r4?LITrpL•~ - � , a, •,•• ••'4 •x • • • ••,/ • 8"GROUND FACE CMU WALL WITH / .� • da � : • •+ + � d {' ! • 4 ♦+ „ •� 4 •'' • ! ;. tw , • { ` • r•;4'4 . f Z . � , �' '' •• ••• ` i . • J- • • -4 W • • • • NI~ • • ZSTANDARD FINISHED FACE AT / / - 4 • . • • •- ;• ! r •r ■;. i. ; 1• -s rr .; rr 'd =, e ` ' • • - a � . • , • LLI • • • • ,.- . ay .. • , ••, rs• 1 , VJINTERIOR SIDE // a � ' d .i • • " ., • , 4 • , •1•• 441., •'4 d ••, 'd• •t , •- • i , a O O\\\"// / - •••'' • w - • 4. • .470rM�T ! • • ar .. 1040-mmx • r4� !� • ` a .. •• r- ;■ 1a'- • • • • + d - • ✓,• " 1 •,a •., Y -1r •� -••' i •d - • 4. • • • • • • AA d _ • � _ •r ` � •• w .., a '# 4 b WI / V /x . li 'f • •�, ` i•� ` : _ `d • + • -t' t - • • , • 'J • • a a • r'''• O O r • ,•, :d •r. d _ + • 's•... ,••• •1` ,�� d • - f ,`•y " -: a4-,yp Nall --•-'• - • �� =• �•• I` (•� / /\/ / O c., -;'-7.::,, - t ; • ,- 1. -336314-4,_-_ a= ' J` a `a. • .. t - : -REC Llti 4 e: ' : •-*. 4 YARD DUMPSTER .rte./ / t :a •�'` ` �. : � . • `= .-a .• �' a a • • • :.:4; ,• ' (APPROX 6'-8"X 5'-11"} (` Ir' / r •�° • '• _ a BY OTHERS • • -d p• '� •L:, �• ,4,•• r .4+1 •e -" i .• • •_d .,de4 • • -••A y '4r,` .. . 3•a w,• • z - .e., r!- • • Fi.l'I � ,,q a 1•. • 3 •` w _ :4.'_•a, •+ •; r �. • _ :a, ,�••`. -a' •,. •d '�• .;: d TITLE }• •';'e' '4 ,• _ c•✓ " r• "• fl - •• • • • • •• • a.• = •� "• ••a - , j • !r• - �••_ _te r d a CONCRETE SLAB SEE // / �_ a• �•, • a.Y •, ' : ; a- = .T_ ' :, e._.-. d ; STRUCTURAL / • : . . • .d"=— d • •: . ...`"6.'',7-: • -� - _ \ // SLOPE • 1a j gNGF ••••' - °- - .. ✓µda d• / -,---,---,•----'- -E-.._...,....1 i --t __ I ---- ] u \ .• i I , I-----, --•-•-1 i---- 2p \ •..:�%_..t ;, !-'!,:r•1 :�'1'.:•1 .r=,1 ..'./ :r-/'..,=t :%1111 ii:?"10'm 1 4A SI +: 1 4-1 / i I —=1 — / o ,'� Is . .1r_'•,••!._ •1 r.k.,��k�i�•l. i 1 '� 4�� 1r.••4111,40 0•16•Ai%� r►'i�l.. 1... 1. - _ 1 �-A14!15•a�} .�i•r• i a'�rr� a •�ai��4a'�;I`!a,�,�7• �i� • �a r�a ti a •104 r •a�'� /: ____._q I �� I----- -- ' i�>A1�:„ ,..'f :� ��' �V r '+' � !} {#�!� 1 y/ 1 1 1 �} r, V __ � ----.. - _ � .-.-_ \ \ CAST-1N BOLT SLOTS AT REVISIONS .r IN« ar 0ti0 ./..atrifir.:or �ab:.,a,R.4. �fr�t•�lr.�44...0. �lr.1:air. / - t -i — �j I / �: r •v' .�i .i .•ri-Nr}r '�sT� wrTr �7� �• rr7� �.�,.�r��.w�. �r� � i ; _ POSITIONS • �G_ark. .E^_!r e+ S,,, . 2r7:: r}r_...... :[.�kl!_s?,r.,i,,,..tie,};a.r�f;,. / -. F i — 1 !- -__ I CLOSED 81 OPEN P _` __ FOR EACH GATE I I 4"CRUSHED ROCK BASE I i ( _.f --- I ,__ 1 z (A i/✓ j I I�' i 1 I I I—1 — 2 STEEL GATE, TYP. Author Checker JJ •4'•.i . .d,a•, • • ,_ ,-.• •. • - '4 •• •-' -• • ac•--i —..I '-.m_!_ b • E ----- DRAWN BY CHECK BY • �, l 'd + I I---I T-I 1 . PERMIT SET • • •`a - •• _:- , aa'- • "'• 4' • ILEI I — STATUS CONCRETE FOOTING, SEE -• ro- • ;! :d . • a -, -- I— '• a° . dpi �• � . * � ' *. 03.29.2018 STRUCTURAL • DATE i - d!. ,f'4. •.• • ,• • •• , 4 • • 17052 PROJECT NUMBER • . Ax...9 0 1 AX-9 . O1 3 WASTE ENCLOSURE - WALL SECTION 1 WASTE ENCLOSURE-PLAN REFERENCE ©2018OTAK,INC. • -9.01 SCALE: 1/2"= 1'-0" • a 401 SCALE: 112"= 1'-0" If this drawing Is not 24"x 38"it has been reduced/enlarged. Scale accordingly. SWH�"zFRST >> OtaOk, Inc. Ryer, I 7" \ ERosioN AND SEDIMENT CONTR0L PLANS (1200 ....... c ) Otak ' 'AL 808 SW Third Avenue, Ste. 30q /'� DEVELOPER STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200--C PERMIT. Portl503, 28 96825 `�` ,%; Li PROPOSED THIS ESCP AND GENERAL CONDf1>ONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE www.otak.com CONTACT: NAME ,i� f UBDIVISION ADDRESS CONTROL PLAN DRAWING NOTES WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, � ' CITY, ST ZIP THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. ,�0 `NROF��� T PHONE: XXX-XXX-XXXX 1. Hold a pre-construction meeting of project construction personnel that includes the inspector to discuss erosion and p /� �/ ) �S <4.- �R �� 1111‘ 111111111IPP / SW sediment control measures and construction limits. (Schedule A.8.c.i.(3)) BMP MATRIX FOR 91573Pf %i' ESNIE�,'ST 2. All inspections must be made in accordance with DEQ 1200-Cpermit requirements. (Schedule A.12.b and Schedule B.1) PRELIMINARY p q CONSTRUCTION PHASES F 3. Inspection logs must be kept in accordance with DEQ's 1200-C permit requirements. (Schedule B.1.c and B.2) S, OREGON 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local ' - iOr T 3 zo �`3 municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retained F O. C H 11 0� / , , -- SW U �Ivs 1 l PLANNING ENGINEERING 1 by the permit registrant but do not need to be at the construction site. (Schedule B.2.c) I Slott 5. Allpermit re Istrants must Im lenient the ESCP. Failure to implement an of the control measures or ractices described In REFER TO DEQ GUIDANCE MANUAL FOR A � � p g p p Y p J EXPIRES: 12/31/2019 �_ \ I I the ESCP is a violation of the permit. (Schedule A $.a) COMPREHENSIVE LIST OF AVAILABLE BMP'S. STAMP OTAK INCORPORATED 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) 1 , �� MASS UTILITY STREET FINAL WET WEATHER CONTACT: KYLE CHILDERS, P.E. 7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all 4,(1' 808 SW THIRD AVENUE, SUITE 300necessary revision to DEQ or Agent within 10 days. (Schedule A.12.c.iv. and v) CLEARING GRADING WSTALLATION CONSTRUCTION STABILIZATION (OCT.1•MAY31siJ _y �� f � �8. Phase clearin and radin to the maximum extent ractical to revent ex osed inactive areas from becomin a source ofEROSION NATURALVEGON r �� PORTLAND, OR 97204 9 g g p p p gPRESERVE NATURAL VEGETATION "X % % X % % - _______ f PHONE: 503-287-6825 erosion. (Schedule A.7.a.iii) GROUNDCCVER x x �B� L ROPERTIES ` FAX: 503-415-24989. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important ! HYDRAULIC APPLICATIONS \ trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site PLASTIC SHEETING x x x x �� :� and sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. (Schedule A.8.c.i.(1) and MATTINGDUST x x x NARRATIVE � � (Z)) RY/PER PERMANENT X x x x x x TEMPORARYIPERMANENTSEEDING x % x � • EXISTING SITE CQNDITION$ 10. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and BUFFER ZONE x �iy '. * VACANT PROPERTY after grading or construction. Identify the type of vegetative seed mix used. (Schedule A.7.a.v) (OTHER: e 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 (5.J I SEDIMENT FENCE(PERIMETER} "x X x x x x to.‘„ ` l DEVELOPED CONDITIONS 12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers SEDIMENTENCE( ERIMEFENCE OR) x x x X CONSULTANT T * MULTI-FAMILY SUBDIVISION AND UTILITIES prior to land P isturbance. (Schedule A.8.c.i.(5)) DEWATERING X X 13. Control both eak flow rates and total stormwater volume, to minimize erosion at outlets and downstream channels and SEDIMENT TRAP r li streambanks. (Schedule A.7.c) INLET PROTECTION X x X X X X L NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABU 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) ERE CR NATURAL BUURM FFFFER 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 * FINAL STABILIZATION (MONTH 12/2018) 17, 1 L..... „...._c7.j . 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, 7! ! SPILL KIT ON-SITE 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 LIJ ( / ) 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, OTHER: 11B - CORNELIUS AND KINTON SILT LOAMS (HSG 'C')(2%-7% SLOPES) and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well as debris, fertilizer, pesticides and herbicides, paints, solvents, * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATERS OF THE STATE. co . - 11 C - CORNELIUS AND KINTON SILT LOAMS (HSG 'C')(7%-12% SLOPES) # SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. O �` "„ ~ curingcompounds and adhesives from construction operations. (Schedule A.7.e.i.(2)) �" I `� - ►�V ly �,��j�, ] 22 - HUBERLY SILT LOAMS (HSG 'VD') 22. Implement the followingBMPs when applicable: writtenp spillprevention and response procedures, employee on spill Z PPP P training P 4r� 11111/ _ 37C - QUATAMA LOAMS (HSG 'C') (7%-12% SLOPES) prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, J .`� .1 ■ ■i 1 RATIONALE STATEMENT Z . �j�� n material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Schedule A. .4..i4„, , •. O ON-SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. ALL FILL 7.e.iii,) W ni-gARgi_HL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND23. Use water, soil-binding agentor other dustcontrl techniqueasneededto avoidwind- lownsoil. (Schedule A 7.a.iv) A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's �� t� ? 1 , SPOILS. 24. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to minimize GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. Etw nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT (Schedule A.9.b.iii) EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON Z '� �I �'' a RECEMNG WATER BODIES: SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO 2i-- / /r - SW HUNZIKER STREET PUBLIC STORM CONVEYANCE TO THE BEDROCK CREEK AND25 !f an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant THE SfTE, AND OTHER RELATED CONDITIONS, A5 THE PROJECT PROGRESSES AND THERE IS A NEED TOwremoval is employed, submit an operation and maintenance plan (iincluding system schematic, location of system, location of- EVENTUALLY TO FANNO CREEK. REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. Ce 0 inlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before operating the U? ,,x , treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the treatment system INITIAL a O Z W ' t. Att. : / I 111, accordin:(// g to manufacturer's specifications. (Schedule A.9.d) Q 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 H ■ I I I I COMPANY/AGENCY: OTAK, INC. ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.6) lr 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 LLJ FAX: 503-415-2304 BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading to surface waters. - it I___I --C` E-MAIL: ROBERT.FISHER@OTAK.COM (Schedule A 7.e.ii.(2)) illIn I- 11 28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather. (Schedule A.7.a.i) Z Iv S2 1 -. 114 , ! CERTIFICATION ID: CESCL ID# - 70820 29. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence Q O � C] '� .� DESCRIPTION OF EXPERI-EN�C removal. (Schedule A.9.c.i) ❑ U CO ) �� 10+ YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL 30. r sediment barriers Ampla. Othe sed me t ba r ers (such as blobags): remove sediment before It reaches two Inches depth above ground height and J Z Ctw�� ad MEASURES FOR VARIOUS JURISDICTIONS IN NORTHWEST OREGON ANDbefore BMP removal. (Schedule A.9.c.i) O�� NSOUTHWEST WASHINGTON. 31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove W 0 0----4F-- l 1 trapped sediments before design capacity has been reduced by fifty percent and at completion of project. (Schedule A.9.c.iii& } 0 `�_ rim -L1� I s 1 INSPECTION FREQUENCY: 32. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the LL U W 0 ` -� sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream IIII �►� ,� , SITE CONDITION clean-up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. (Schedule TITLE •i L ,. on �� ` 'RD CT ' ` DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF A.9.b.i) "� 11111 r + # DATE DESCRIPTION ci y 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 w . . ■ Nuis ME a r� I 1. ACTIVE PERIOD material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii) Z ■ =ri•� ������������/��+� s 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 SHEET INDEX ,.,,`��� i1111li���� ,, -� REGARDLESS OF WHETHER STORMWATER RUNOFF IS should all construction activities cease for 30 days or more. (Schedule A.7.f.i) ____/7 a 1111 #1 ��1 Ill OCCURRING. \ 1 35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL covering of blown straw and a 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) -q IN ANTICIPATION OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO 36. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas is ECO.O COVER SHEET & GENERAL NOTES w VICINITY MAP LEAVING THE SITE. established. Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must Lo 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. be removed and disposed of properly, unless doing so conflicts with local requirements. (Schedule A.$.c.iii(1) and D.3.c.ii and EC1 .0 CLEARING & DEMOLITION PLANS (1 OF 2) ti CONSECUTIVE CALENDAR DAYS. iii) EC 1 .1 REVISIONS NOT TO SCALE (14) CLEARING & DEMOLITION PLANS (2 OF 2) '214. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EC2.O GRADING, STREET, AND UTILITY CONSTRUCTION PROJECT LOCATION: PROPERTY DESCRIPTION: INACCESSIBLE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR EC2.1 GRADING STREET AND UTILITY CONSTRUCTION o DOWNSTREAM LOCATION. LOCAL AGENCY-SPECIFIC EROSION ` ' SLH KDC SOUTHEAST OF THE INTERSECTION OF 2S1 00 TAX LOTS 10001600 EC3.0 EROSION CONTROL DETAILS • SW WALL STREET AND SW HUNZIKER STREET, WILLAMEI I E MERIDIAN, WASHINGTON COUNTY, OREGON 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY, RESUME MONITORING IMMEDIATELY UPON MELT, DRAWN BY CHECKED BY TIGARD, WASHINGTON COUNTY, OREGON UNLIKELY DUE TO FROZEN CONDITIONS OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. CpNTROL NOTES; EC3.1 EROSION CONTROL DETAILS PPI SUBMITTAL LATITUDE =45'25'37"N, LONGITUDE =12245'27"W • HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC STATUS INSPECTOR TO DISCUSS EROSION AND SED I MENT CONTROL MEASURES AND CONSTRUCTION L I M ITS. 1. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type and percentages of seed 02/26/2018 tDATE f (Schedule A.8.c.i.(3)) in the mix must be identified on the plans. a. • ALL I NSPECT I ONS MUST BE MADE I N ACCORDANCE WITH DEQ 1200-C PERM I T REQU I REMENTS. 2. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a 17052 • INSPECTION LOGS MUST BE KEPT I N ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. sediment control BMP i.e. (filter bag). PROJECT NUMBER • RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO ATTENTION EXCAVATORS: DEQ, AGENT, OR THE LOCAL MUN I C I PAL I TY. DURING INACTIVE PERI ODS OF GREATER THAN SEVEN (7) 3. All exposed soils must be covered during the wet weather period, October 01 - May 31. "7OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN LOCATION. (Schedule B.2.a) EC0 • 0 N COPIES OF THESE RULES FROM THE CENTER BY CAWNG 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO ©2018 OTAK, INC. BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. If this drawing is not 22"x 34 it has been o d reduced/enlarged Scale accordingly _ co_t____ _ _k 553.1Ni1,-.,p,,, , . \ a a _ A )1Ig. j. 0 10q ,... . 4.t. 01 �� tak, Inc808 SW Thlyd AvenueSte. 30 Port€and, OR 972 503. 287 682 -i,:r•,~ www.otak.co ..! t* .'1' —/ ��pPROFF�• ,�44 f C ��C,INL- ..,i) �IP.L �` , `t� I / , '"491573PE PRELIMINARY ` + ✓vitit 1 V ! IJ \ s OREGON/ / 0 1 I I I I ee <(.. i I 1w u , {,� i I , CONSTRUCTION NOTES. `'**► • r 1 , '�" i , 1 j i i. I EXPIRES: 12/31120194........ +���"`/-` 1 + i1 1 i Ii ' 1 INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.QSTAMP I ,`/, 474 i , t i1� + + I o 4----/',ii-::-.\\44:::-..___„'\,,.,,,:l./1:4.141- 1:141/-7i.: �J INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. _f L rz- f--�.Ai I 9 1 �J� �+ + t i +• `','L 1 1 + i,_ ' ► ❑ INSTALL SILT CONTROL FENCE PER DETAIL 875, SEE SHEET EC3.0. DBG PROPERTIES v �'.. ...// l j .: I '�`+roil A. m ! I !!1 i i t 14 \ 1 ,�! 'Tn LLC li t' • ! 1/�h r �� i r i 1 1 ! i j i " t �` THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME �' '� ` 1 l� I I ' 4PI, i I ! ' i I "DRY WEATHER" CONSTRUCTION. "WET WEATHER" ii 1 1 I i I /11916111 /' 01.,, . [�• O� �'� „ S .......g.„- ' ! 1 ! (1):Icat,I r ' I r' I / / t: CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN �(� ► ry' r`° .�,-��ii/ ' / i c / # % ` 1 II •/ / �;' \' OCTOBER 1ST AND MAY 31ST. Of t 1 r 4:.?}tea� rye# ! ! ! ! ! f s le I r - �- / '� 0 /' c • a !07a !' J �� ' ► 1 ,� ! r a� 1erb ; Il i i 1 / 11CONSULTANT ! / .r �! 1 v' yam. I III 1 ` + i # / / /P. ."1/4 0 7j /� /i ! li •r:: . I #�.. •t+ ! 1 I ; # /i 1 •.` 1 /J /J _'• J '1 •yam a �:r.�1 r 4 � r ! # # ! 1 \ \ 4 i i J 511111 �`4. ,J ! ;� Irstir ; rl 1, ! II i__-' ! .� 1 GENERAL NOTES: o •11 , / t 1 I ! i 1 I l • I ! # + r i iliR 41 / r i I1. SEE SHEET EC1.0 FOR CLEARING AND DEMOLITION • fI ,' ► r ► ►I /W?..„./ ! ! r # +.1 ;�Iyr� .. ♦ # 1 11 1 1 , i 1 \\1\ 1�1�/ ' 1 ► 1 \ \ EROSION AND SEDIMENT CONTROL NOTES. 1 / .„., _r.�.-„/' /, j J /r // j ,i . ;. . !J r`�, # # '`�► r j 1I I 1 i ! ............. j . t\ f ,.. ../.4.4 / / // / / / / /'!'J�lr'. /1113 l ;r J 1 I I I 1 I r 1 I r r 1 1 `'-~ \ \ 1�.,�, y / •� / A , ! f ► 1 , I r I # 1 r ! I 1 I 1 - 1 \ \` 1 11 / /' i / ! / ! ei ► r / # I I I # r I I 1 # # tI 1 '.,,Hi , ' r / / / ! / ! / , ! r # # I I J I i I I 1 i 1_, �! 1 II .. /� /' / % / i I 1 # I 1 f I # 1 ! I 1 s r' s III .. I/ , , / / / , , , it) ! ' i # , I # i ! 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If 1 r 4+„ mzer ir,t7 �' '': -/ / / / / / / `L\ / / / / / / / , , / , n \ 11 / ma / 1\\ i i f!/ I#, ri 0ce -rr - -- /+ / �� r - - / / ,/ �/ // , , % % % IJ \ I 1 ! / too/ 1 1 \ r! 11 I :23� 11 - lir- 1 o / # i 'Of 1i EXISTING CONTOUR (2 FT) �1 lit / / / / J 1 /-11 ' - 11) '�=' EXISTING CONTOUR (10 FT) — — —270 Q O� z --232 -' -/' r' i /' /• ' i /♦ ��� // ♦♦ /' /• , // l i /— 1 \\ 1 \\ i ! # �_�_ _ ? / zr'� W of ./ 97.... -- 1P4111 0 230' ! ..... / / / ,/ / / / / // // / / / �� �/ _ / -, i1- !'r1 J ! CL LJ J ~- + - �,!� Aix - ,ti`` i ! i ' °\ /, : , . / / - , SEDIMENT FENCE (TO BE —x x x x— W a 0 ,. ��x,f / • / / / / / . _ \ / ! ! ) �� a zzs '- _ sI11*- -'-r ,/'/ ;/ ;/ ;' f// 06 /� /! ;/ i �# /'"+; �\ \i i ; ;`, !! L� INSTALLED PRIOR TO GRADING a Q � illt � � �alp ��-� + r--r- --- --' r'/ /'/ / ../ .' / /♦ i / / / / I 1 / N. 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U X— —X—�•�X— X �'r. ){ sx—� x x_.----)r - - 7C � �� x /+'- X� //C XTx r/� / 1'�/.. �—�+� \T.�� �• - �}( ` � ,r"F/ �rx x X X _- _ _ _ �_ _ _ _ _F_ _ _ ,�,� _ _ ,Iii:`ar.-. _ + WET WEATHER EROSION CONTROL NOTES: r - ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER SLH KDC N cl VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN DRAWN BY CHECKED BY ,r) SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE CONDITIONS USING THE WET WEATHER EX i ST I NG SLOPE EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN PFI SUBMITTAL g BASEMENT 3 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 02126120+8 AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED DATE a PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND J 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 U, co lenliMMIEMI 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. c•-5- SCALE IN FEET EC1 • O U, 2018 OTAK. INC. t a If this drawing is not 22"x 34",it has been reduced/enlarged Scale accordingly Otak ,.....•!.../A ih, \ ` Otak, Inc \ \ 808 SW Third Avenue, Ste. 30 Portland, OR 9720 503. 287. 6$2 \ \\ V.. .,4 Ilk www.otak.co \0 PROFFs�, \ 'j�JJ :\ "� VIP" 91573PE 9l \\ ��\\�S �+ ` _ , PRELIMINARY s S .-. 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( -___ �� ,,, fii T : y / �• t r\�^-"'�. -613---23 ------ \�' -137---..fi' / -23a to- -110 - - '- `-- mei EXISTING CONTOUR (2 FT) - - -----inA im-r-Ln-..-1-1.,_ i --232- - __--234- --- --_-/--__ te r, ., - DBG PROPERTIES ��' -- ___...----/--------- - o � EXISTING CONTOUR (10 FT) – —270 LLC ' .,;'' ( ''`'--~ 232 -_ } ,: -__ � ; r'' - 22a ' SEDIMENT FENCE (TO BE x x x x— \\ 101 _ ;.e ,r - °_ DING} 40 `- © __230_ __ __ _____ _______ �� •,1 INSTALLED PRIOR TO GRA ,� -- `-- �� ----------- _ ..1 :10'.' ; - . � r v_ -- ` ---,, --- `-___ _ _ ----- .;•,4" - _____2�� _ TREE PROTECTION FENCING o o \ - .. ♦\ ~-- -228 _ _ - `1 " 222 N ,. j ----4', -"--"-- -7411*, • 211:.- 0 • •♦ ••. __- "i0L�.-'-��;� 4 �,�'': "' r�----' r: 7 ;� PI] STORM DRAIN EXISTfNG coNsu�TANT NO PARKIN .. - .. �. - _-__- __- :lt'I I � f� -�} - �1 • _- (EXISTING) -- -,..100000'.' . --224- _________ -�p � ar r �� 1 ♦ --____ -``~ __ ---- --------- _ �_ �� z. • T~�"'~_44,1,..--;44' �' .- '_ _ ~ CATCH BASIN (WITH INLET f ,.�' - - I_ 4 ' it :0 _ - �6 W yitia �,_, -` ` ,-- ~-_ `?zz~ ill __ _______--___ -- � ► ,,._ ' r `+�`/*'\�"�-'�F�►� �o ,��_ ,.2 w PROTECTfON}(EXISTING) �' �%' 0- +�\ -� ` ��- x-12?a -_____ i% _________ I +1 �� • oi* -- j W. - - 10 ,,,'11- 0 -2,8_ _ "`--- ----- :-: _.�,� ' 0 -4__--- "� TREE TO BE REMOVED e ' is N ..----"'..._` +\♦ \ ~_- /2:: +—i` �� / \1 \�� . , _ �.0 "--+I ' ` \A "., '` �� y\`�♦ ♦\\ 1✓t.L�� + — -~ — 216 + — ++ —.'__—__ ��f'� ��� ,Iftt) 9/ ~::. LuLu `- - 4._-�`_ ----- 11........„...._. -------------- ____ - 3" __ �'_ .-:` ��� -` -- --�- ''" _ '"" :' CONSTRUCTION ENTRANCE !'!'-'.. `v \`-- -- -- ~''zio._ --- + ' -- __ --- �s - .4-- - - _ _ _ oO _ ---- �- -_ DRAINAGE FLOW DIRECTION Li- e AI' Vit. Wilk 1 �``� \♦42" ps� + ~ `—_ T-- -~- - _ �� '4• L_—tet[ '-r_� — —_ Ur _ 611:-.4rec-s,. -- r� +J---- O J T -, -mi - - ` \i_ 204_ ---tjeo--- f . • �.Y_ 1 .__- ,, .�.''i �� --/-- �— ` - ..� �� `'•1' �fir S' i„;.1..,;,1,,. „... �% +- + i .........,•,.*. `� itr t...ir ..--....-: + :+ice' ♦ �i �awi.* 717----::::----0- _' '` i� .' - 7 4� Iw1""�Mi}•1�+•.�}�. t���+lt�, ♦ ♦ -` —�_-tet - �. ----- _ i'''' �-~ ��� L 1....1 \ ::-2-__ ____............._........... _.... ..... .... ...._. .=.,........zr ______........\.i.,... .....__... " \'-. ' ..' t. \fit\.�y t{�Y��..}{ .� �- -__ - ___ ♦ �` I fes/ (numi1 { ': 1' -- ..w,•,,,,i... er \..� -. z -x. x I'" 111f;_-. mi:: 4111111111111 `z---x' x -)4. 2(‘=". .X.--x x x x'-'—.......11,=.---xt---x" g x x—TIltxx- x 12 ::::: CP \ 184-_ `---y--I\ .."*"••-•~_ -`------ _� __\- , .._- + - ---+�-_ '�)�\� `,_�._�_ - ~_� ' _ �� -, _+_-+ y - __ -'-_�_� -` EX. SLOPE EASEMENT 0 2 PROJECT BOUNDARY F— ___....\\'‘ i•-• _1 ..2. 4 ft O . a ° z I . W � o a 1-131\ - fY 1 C9 -\ \___ \ in QR oZ J 1 - z LL 00 Q W >- (7) Lil PRE-CONSTRUCTION, CLEARING AND - °>- J EROSION AND SEDIMENT CONTROL NOTES: CONSTRUCTION NOTES: LL v w 0 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, D 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 II INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. xx LU 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, 6 STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3i INSTALL SILT FENCE PER CWS DETAIL, SEE SHEET EC3.0. 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH a INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0 ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE 0, PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 7 5 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME w 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" • L." KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN REVISIONS 0 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND OCTOBER 1ST AND MAY 31ST. o RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. c 0 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON ANY FOUND SEPTIC SYSTEMS, DRAIN FIELD, EXISTING WELLS AND UNDERGROUND OIL TANKS PER sl_H KDC o APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. SUBMIT DOCUMENTATION TO THE CITY. DRAWN BY CHECKED BY N u7 o 7. CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE. PFI SUBMITTAL g STATUS 0 o WET WEATHER EROS I ON CONTROL NOTES: 02/26/2018 ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER VEGETATION NOT FULLY ESTABLISHED DATE 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 DESIGN MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO -' SCALE IN FEET WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE 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 0 REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF ©2018 OTAK, INC. EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. o If this drawing is not 22"x 34",it has been 4_ reduced/enlarged.Scale accordingly, LEGEND : CONSTRUCTION NOTES: GRADING, STREET AND UTILTY EROSION AND SEDIMENT CONSTRUCTION NOTES: atak - • EJ 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 . 1.44LIMITS OF DISTURBANCE m = m TEMPORARY SOIL STOCKPILE OTHERWISE AUTHORIZED: L. AREA (SEDIMENT FENCE 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) % REQUIRED AT PERIMETER) SEED MIX. 4tak, Inc. �� 3 STOCKPILE LOCATION. B. DWARF GRASS MIX (MIN. 100 LB. AC. 808 SW Third Avenue, Ste. 300 EXISTING CONTOUR (10 FT - -270 ❑ } } 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 97204 CONSTRUCTION STAGING AREA a INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. 2. CREEPING RED FESCUE (20% BY WEIGHT) 503. 287. 6825 SEDIMENT FENCE (TO BE -x X X X-` (CLEAN ROCK PAD FOR SOLID & / www.otak.corr El INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. C. STANDARD HEIGHT GRASS MIX MIN. 100LB. AC.} INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, 1. ANNUAL RYEGRASS (40% BY WEIGHT) D PROF �y 2, TURF TYPE FESCUE (60% BY WEIGHT) ��� F�'0' EI INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0, ��N E / TREE PROTECTION FENCING o o AND METHOD OF CONTROL AREA) , <<,' E,c' oy CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR 1 91573PE r k PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.0. STORM DRAIN Sp CONSTRUCTION PARKING AREA . k x kTHE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY S OREGON c,) (CLEAN ROCK PAD) x x k x x LI 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 I- (``,oT zo �e CATCH BASIN (WITH INLET S '` co WITH APPROVED MIX AND APPLICATION RATE. F Q 1C \, C PROTECTION) 9❑ 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 . 0000000000000 WOOD CHIPS, OR OTHER APPROVED MEASURES. I EXPIRES: 12/31/2019 • PROTECTION BMP 10 PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING STAMP L CONSTRUCTION ENTRANCE ! ! ! STORM DRAIN. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, 11 CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER DRAINAGE FLOW DIRECTION SEDIMENT FENCE FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT OF THE STOCKPILE. il_cnillit iThir-CV-L, (TO BE INSTALLED AFTER GRADING) MAINTENANCE. 3BG PROPERTIES 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONCRETE WASH AREA WASH 2 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING LLC � i DOWN DRIVE AISLE CUT. 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL OWN, 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE CATCH BASIN (WITH INLET tk, SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. Ala,PROTECTION) 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT 7 "DRY WEATHER" CONSTRUCTION. "WET WEATHER" 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. �""' CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. Q OCTOBER 1ST AND MAY 31ST. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF H SEDIMENT AND SEDIMENT-LADEN WATER. U 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF D THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' L.L FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. r^ PERMANENT 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS ZJ SHALL BE PICKED UP AND DISPOSED IN THE TRASH. LIM11T OF CUT/FILL 0 VEGETATED SWALE 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 1 N. V 4°144 4A 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. �,� ��- . _~ 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENTCO H \S yi ♦' �� © INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. *'° ?tie' . � - I- 64#-,_A- ° "I' PROJECT BOUNDARY Z 0t1- 1 ° ° EROSION AND SEDINENT CONTROL BMP INPLENENTATION: 111 D a "1 a ° 00000 �, ` /�` �� 1 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BEE -fir ?, ,y . IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. Z ,, ,. /" 5 8 v) .•� Q s 'a � 4tee! j�m 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF ..°w�iaioioia Z0 0io o ° 4:\ -", , ,�� +a , $' �„� } FINISHED GRADE AS SHOWN ON THESE PLANS. Ce i- 0-0 . �� .�, j ° ° ° , a °°4°_-_: +c n �► „ �� R 6ty._ 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PiACE OVER ALL EXPOSED SOILS BY OCTOBER 1. W � zW/ . a�ai� -� �_ Ztn ° 0 ~�4. � ��`` 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND ( 04. iir-� �.' ����i0� �� ��� - :, /,04 SITE PAVING, CL W CTI_ 11,� _ * * * ` += N` , ,;, ,_ " _s T ,..._ 5. INLET PROTECTION SHALL BE IN--PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. O O vJ * * CCiii *- ,.... ..0;',0 . 111* iv 0 •• A., \....0.--, ",-!,,,. C\i 16 .. 0 Vx cn g 5 0- , /iiiiiir M L,,...,a �+..� - �•- !� ° - -�O •w �t� � a , � A��� - :1:177-1171- w•/ ,4 °., ,Ao■0ia1t01Y°-° ►. . > o ., 1 0 0 0 0. a nooeo �° -'� • rk:_ o •r 'a�rJ itir`, ❑ U--- -rt:"-A'-- ----- ----- - , . oti°1Y !°i°ioii ) ' ° V _ Vic, 4 ►1' `i1.1j `��•f{.� ! r -F h00:0*. 7nY0Y"t�T i n: , ,, . immumb- , , ____o aha t°'O '� 210 0� 0° - �, - Z� -�i �• j"y • f'y;/:� /J ,� V .1� •� o � w z \ iiiii*fitoloVij !\Avii \ 1414 it, th7Ci S. .-(y 1111 411L 4L- . :Ho" c Ill u) i` � lik `�, '`� ® _��► 14a Ili . :....,,,ok,„, of: _, �� j ® cn U w VI TITLE w # DATE DESCRIPTION v �� 210 ��... . Io :.•........ ,� --196 �I ir I 1 it_:.•:. T. -- li E ' L � Cs1T _.,,, . _ _ _�, _ -®_...,_ , Vits...,,I , 1---- -,010„ ., -, , __ KN. __ lli * _ _ _ iiii - L-- All 1 ,, . . " o "41f1.0.1 '`/Er''. ---iv-‘4- -M- - -T-- --- . Ig r _ rte`*` -.� 20Q / ,_ ti: s .� i Q� OS -!1.77-. '7 I r ■ 1 Illk _ _ Ill 0 40 in ! y* .� ly.•y�, ,'�r.M 1� T `� �.;. . r:•. , •'.:�i3L::. .. ., �I�.r .� iSRR. �� w.....a<. i 6oaRo�Gn6bS f, �•' .......... i � N i�'� Yaai ,yea• �� l �� ... ••.avr = m�� LC) -�� i 1p y�'fa ��a 4~f do...; _M r t ` :. • _ -- r-- ' O •� w •,as ip. , •-•- :GSA _ -``�fI 1 �' 40 o ?-a x j�Timm X X X X X X �--7f •j(-^�''1F- =X..�X X JL4__ _ .,7L_ X X X- _�C.�--X�-'X�� X �~ X X X X X X REVISIONS Iv si- a } '�� SLH KDC o ` 0 4 © DRAWN BY CHECKED BY N o PFI .•. - UNDERGROUND SUBMITTAL ' 10 DETENTION BASIN STATUS 02!2612018 W, 4 DATE s' ix Li 17052 E PROJECT NUMBER ifsaCo v a .. uci (N • ` 60' 0' 60' 120' o 1 EC2E0 ' SCALE IN FEET 02018 OTAK, INC. ti If this drawing is not 22"x 34",it has been 0 a reducedlenlarged,Scale accordingly OtakLEGEND : GRADING. STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: LIMITS OF DISTURBANCE TEMPORARY SOIL STOCKPILE 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS �� THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME OTHERWISE AUTHORIZED: - - - AREA (SEDIMENT FENCE *111111.1111110 "DRY WEATHER" CONSTRUCTION. "WET WEATHER" SEED MIX. Otak, Inc.A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATEEXISTING CONTOUR (2 FT) REQUIRED AT PERIMETER) EXISTING CONTOUR (10 FT) - -270 CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 30C CONSTRUCTION STAGING AREA OCTOBER 1ST AND MAY 31ST. 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portl��3, Og 97204 SEDIMENT FENCE (TO BE —x---Y-x�^x—x— / / / / / / / / 2. CREEPING RED FESCUE (20% BY WEIGHT) 25 www.otak corn (CLEAN ROCK PAD FOR SOLID & c. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, (40% BY WEIGHT) 1. ANNUAL RYEGRASS TREE PROTECTION FENCING p p AND METHOD OF CONTROL AREA) <(,N4 2. TURF-TYPE FESCUE (60% BY WEIGHT) �5���`��4 N��� /� R / 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 x 9 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 x :_ofjoid" •' i /I 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING s�q°Reoo co oCATCH BASIN WITH INLETWITH APPROVED MIX AND APPLICATION RATE. �13, ,(PROTECTION) �.{," . 0. C '\"°� STRAW WATTLE SLOPE • 0000000000000. 'i 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, ,,�;r � WOOD CHIPS, OR OTHER APPROVED MEASURES. I EXPIRES: 12/31/2019 I CONSTRUCTION ENTRANCE ►y=o-�=�, PROTECTION BMP ` ° -' 71111111111‘ _:/// - .r:.fir:.wr:.LY:. a i� + �� STAMP - ' ` 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, DRAINAGE FLOW DIRECTION SEDIMENT FENCE aoc / STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER E / ► �I OF THE STOCKPILE. -- ' -ham� '1� (TO BE INSTALLED AFTER GRADING) dam- �� `< I ♦ l 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION DBG PROPERTIES CONCRETE WASH AREAD*41:1Z / �� CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING LLC -a- r 4-41 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. .� LIMIT OF CUT/FILL - - �. %'; ik, ,�`� ° CATCH BASIN (WITH INLET ° i /� 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE 5 8 ��� i ' s ° ' t , SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) ,E `~��!! - o♦ 0 4 TYP. • '1C. ° ° \ .f ' 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF .c' :� ° ! ♦' ° oo � 4` THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE 1 • r 0'' ° o , REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT LIMIT OF CUT/FILL ''o�,:; r ./ • i .;r� ° !G +r 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. Z o I // ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 0 ��'y'• a . rf / /� rr �+ o rr // r� 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF' 6- ' o r' ' r SEDIMENT AND SEDIMENT-LADEN WATER. U "+ ECT ro ° rr. :OUNDAY • 1r r �+ ��B ° /,I 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF r } / �i % o °, 9,1 t; 11 A THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' • �� e -=' � y f ° y FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SEI ILING PITS MAY BE REQUIRED. THE 1/1 _ ter' �:� � WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. Et / �.,; � s i c: ° 1 � , 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS z PROJECT BOUNDARY ..,/ , 1" a, 04‘1-7-40‘6)), / �l// I i. , i o 1,.��- SHALL BE PICKED UP AND DISPOSED IN THE TRASH. k / sG� 1 ' 1 I I f / : : RaA ' 0 f " �O]"�� /�/� I# r+ ' I if ° ° 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 0 i mss' / �,.% �o r 'I6 0 ° , © 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. AIL/ !�' °° r' it F I +L N--id.) ` 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENTCO l'-' 0 ryosr ry i I/# i �! o / I i INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. J 6 o ry4 ! El �' ° ° ; / 1 t / I- 0 _ :(1 o j-` •�' ry� 1° '+ : : / i / Z �` te ' EROSION AND SEDIMENT CONTROL BvIP IMDLEvIENTATION: r ° I ° 0 ,.. ' ],7or -'' i° ,,o' I / ii , 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE2 z ,.. -- el'' < ti ° • IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 0-...----' n:c" -' . ° 0deeti ' r :404114,4 2. ALL "SEDIMENT BARRIERS TO BE INSTALLED AFTER GRADING " SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF / 8 � j ' - ,``�f tT' 1 �' I ' i..,,,, i FINISHED GRADE AS SHOWN ON THESE PLANS. IX }— rr Q = "`/ i �� � l j. I 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. Z W �` (3-y .:0 e:) 0 - ,-/-- , , ON i / �V4 ., 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING ANO5 ,/ / ,` ��p ,. , S€TE PAVING. W [LTYP. 4 / / ® Y• TYP.v1 �i,.1�� i !' I - r��ay� WE ,0 . �„ �� , y � i it " i �, / ' f , ' S. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 0 (n 4 1 ) - rl 4P- V .. 40 .. - e -. 1 . ' . f -/ / / ( / ' / lb 'elt irik. ° ' -6.1401-, .- /iii .41x1;' CO ' ff.40,:4104- . /-a(:)---- . ., 'V • ' , �� moi' ,< -' I,' ,j r %er mis i %. I N '0 . ia J 1/7 ,� D 10 i. UJ u) < ..o-.....,_ , i . , Oe''' CONSTRUCTION NOTES: ° Cto / d r ":41/11i', UW O / . i i o 1 INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHELF EC3.0. -©Sd/ ° j ° r /1ITITLE C� ° ° P. ° ° • ", 2� INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.0, l O ° �� ° Ni 11/ li # DATE DESCRIPTION N W I n ° 208 O ��-�� ' ° ��� I° �� , *1 ` �� ° r -_ r-ry I J 11 STOCKPILE LOCATION. xx W �'1'F D. rr ' r` 4 TYP. 206 r- i �I/�/ ` r` 4 W scar I I ❑ INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. = v 1 i k -`r� 1 234-11 1 ' ' % A i -" �� ;r rl " 5 INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. ry ,' TYP. 1I+ :' , l 0 W --„'�CD LLJ i v s INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. '�� u:iia I 1 ///7//,}/ 7rQV - -- 111 3 CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. p -� ''' I / �a PROTECT DURING CONSTRUCTION PER CWS DETAIL 820 SEE SHEET EC3.0. -rt ?? { 202, .,11,.. E, :: ;C,..,.•.• _ �s+r�4v�oc ' '�r'�"� - '� ' "�41111600001111.- - ❑ INSTALL TREE PROTECTION PER TYPICAL DETAIL SEE SHEET EC3.0. REVIS1oNS c_la _ — v _ ���� — U / - r , ��I ,.y�y"w �� ° �� ,.'.��/ 9 INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. O 1vt� ru tc }dull 14 fi lrt��'+ tV1 �j _r+�` `.��1� � {�' ,rte ►7� �� °� h� =~ SLH KDC o $dOSd ,� QSd� ' • �oim e. •.,.G:..�r�■i�� :47, U �wSSd — SSd �••• _ .,r�.�1r ���I 1 o PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING DRAWN BY CHECKED BY ti � - - - , w 71"---__=--•-=r1_ �� - ,I� Jl�r_ FTI ��: ,.,1 STORM DRAIN. 1 ��_ NE � ;. . PFI SUBMITTAL Q B►� �'' T^;:+ iwri.�°- 3368 rEfs �� :;i;,. r r STATUS i:::: ::::::::::: 4 i:i• - iiiiet� - r ` CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD =_ ]9� :� tia Ar-16,-"=`,14-- .11,04, � I FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT 02/28/2018 /1/1141/1 x x x x x x x ^ x x x x li 1MAINTENANCE. DATE o Li -`w- "i 12 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' 17052 E ~ , /lirC '! DOWN DRIVE AISLE CUT, PROJECT NUMBER u, TYP. 6 © TYP. 10 ! ► m ' 60' 0' 60' 120' 0 N m EC2 • 1N SCALE IN FEET ©2018 OTAK, INC. V o If this drawing is not 22•'x 34",it has been 0_ reduced/enlarged,Scale accordingly. otak _....digooss:,:iivAL Otak, Inc. 808 SW Third Avenue, Ste. 300 FOR FURTHER INFORMATION FOR FURTHER MFORIIA110N FOR FURTHER RIFORIIIA110H ON DESIGN CRITERIA SE= ON DESIGN MERL% SEE CAI DESIGN CRITERIA Portland: OR 97204 CHAPTER 4 OF CLEAN WATER GIAP1E1R 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER X14/ 503. 287. 6825 SE R11RCES EROOON PREVENTION SEII ICES EROSION PREVE1II)ON 1 SERMCE'S EROSION PREVENTION 04` AND SECIMEiff CONTROL 0 KIND T MANUAL. �1 + f I' 3 AND T CONTROL t www.otak.co 1 RAMO MID s��11+�i 1 I U D PLANNING KIND DESIGN MANUAL y����G�55 pO�a 100° so M/+r , - pP PG ..- N. fit,: PRO, ilitilS +;i �'. F,O�\q�pPPOy� •p, d a:v.f %' \��['1 N��Q /O� I � i4`I/ ..... a': A • . . 91573P l 0111(11111k:111111110):Pe * l'‘. ��., - .1:-. :,•:s; e•D. '• A •, ..11.E �_ .i.: o" PRELIMINARY i!r, r y,} ll� ,l /0° I -.a, 4 . :A, :�" �"'•'• '.a:: '4 3, QREGON%-yam '0l Ii iii / :i. ! `O ae � • .Q � AT13, �'CI !Q`�y,1 rJi �r`A,(/ �4 •^, � f RADNIS - ffi' MIN. a D, Cl-i \--•rr� `p \ CLE„N err RUN OR 3._ RI- CLQ R • 0 p9,o`I`N Cf �GO-SEXPIRES: 1213112019MINIMLiM >Ir ovI�RL►w I DRIP LINE 1 � I�G��7-• JTAMP of sErols. �� �� -r + r 1 GEOTEXTILE A.S REQUIRED PVI - + + + . F « SEE NOTENO. 3•'•' • • • • • • • • 6' DOMESTIC STUD TEE H� MHN _ n a « ! a ♦ r a « . . +++# Lar GIJLTIVATE .� TQ CREATE FLIIRROW$ �� y� L + '•• +•♦•� POSTS, ZIP TIE ATTACHMENT - U �' �E •++♦++ +•a+++♦a++++ + • + �� PERPENDIOJLAR TO SLOPE DEPTH + • • • • +,+++++r++ +++++++ +•+•++l+++.• O I (3) PER POST *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL DBG PROPERTIES •+•'•++#+,' • + + + + • • • + + • + • + • a • + • . a • a • #, • + •�• • • r • + • • • + • • • + • • . • • ♦ + • + • • ♦ • •a ••-•#• + + + + • ••••••+ + - ••+ • a•• LLC •!++•a•a •a# • • • + • +a ••• ♦ + + • • • + • + +•• + +•+•••••+ . + ! F ♦•« • .� TYP I , GRAMCCNS,RUCT,ON •F•+• • + • +•+'• +•+ • ••+ +•• • •++ • • • + ♦ ENTRANCE Cl•IRB RAMP • • • • . • ••+ •l•a•+ a ••F ••••••F ;.•• ♦++•• •••• •• •.• # I n n n fl 1 5' CHAIN LINK FENCING I + + • • + + • • • • • + • + + • + + • ! a • • • • # 4 W EE • a •..+........ ♦+a+a+•+# ' •...+.+........+ #+•+.♦ + • i'••••••'- r•T••• • +*****4. ••• + + + + • . .�.�.♦�..4.11 ... , r��� \ I'• �� . ++.• • + .. a + .. ♦ • '+ + + + + 4.4.'4 +•a 4. , % < PAVEMENT + • • + + ! •! • a •a«+• + • • ' +a• + + • + + . ♦ + ♦.•..���.•♦�♦�♦.�.�.♦•.♦.•�•1•...• 1, !!!f />_ a_ _ - :t i♦+♦ ♦+•'a+•+♦'F•♦a +♦ ♦ r+♦•+a•+++ _ .++ ++++a+. *+•+ a a+ a+*+.• ..��.�.�/1.I 11 •• •♦••..♦. I{ grgiallealiall ei i, �� ��pp�� "�' ° 9 d' '�.s �.• 1�;i+ ♦ +,+••♦#+a+a• ++i♦+++ • + ! + + + I + + i + + • + + f + +• F + _`! ! HnNpIN{pGY '• - * JF + ++♦++.+.+ + ! + F a++•! .++#+ + • .++ > R r +++ : ♦ + • + ♦ ♦♦ �• yE�TATIaN $4. . tip•. 10.111.1111.6* I! +++#+#+#•ar ra+a+aaa+ + r + + - + + + + + • + + • 41�p1`i.. _ • + F + • !'• • +a •• F • r+r•a♦ ♦ • + • ♦ + + I' a+ • _-` eiw, :I��. . * " �•'�' � i !•• • �•• :. �IIL, .., a•'ra+ar#+a+ + +++, a♦a♦+♦ r++a++ra as" viii.. l�' �r ���.�.�.�.�.�.�.�•� �' , F •� =1H _ F . + •+•+ �� -1 CRITICAL TI CAL R00 T ZONE r��•y.11�1 SWAM � ♦�`i`�,�:.;•;' :� , • • - =� ' --�u .: TO BE PROTECTED , CONSULTANT .. �•� II? HIE=':41 ;•. ;...I NOTE: EROSION CONTROL BARRER •,fI:'ii j�1�i�'';} :':1 _`�1'� ��� t „RED a TOE OF SLOPS EXISTING TREES TO REMAIN (PER PLAN) - PROTECT WITH 5 HT. Vo `•ver ' =�,,fi� �, USE DOZER TRACKS ro CREATE � cam.. CHAIN LINK FENCING AROUND DRIP LINE DURING CONSTRUCTION .��r 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING PLASTIC SHEETING 'VO �r`"�` �I ONDOJLAR TO SHAPE NEITHER TOP SOIL STORAGE NOR CONSTRUCTION MATERIAL SHALL �� '\ OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR -" - _ CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. BE LOCATED WITHIN THE DRIP LINE OF TREE. FENCES SHALL BE IN t ..... 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 �'s1_O --....--11.- .. TWAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. \�- o 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION LOCA TION OF PROTECTIVE FENCING MAY BE REQUIRED TO COMPLETE •�� d i% , ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. NOTES` CONSTRUCTION OF PERMANENT FACILITIES. _• �_- 5. DIMENSIONS 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. - SINGLE FAMILY 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. .O 20' LONG BY 20' WIDE 8" DEEP OF '%4' MINUS CLEAN ROCK. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON TREE PROTECTION DL. I AIL COMMERCIAL ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. - 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE .---\4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE PLASTIC SHEETINGCleanWater-qq\irSenrices SURFACE ROUGHENING CAT TRACKING CLeanWater Services CONSTRUCTION ENTRANCE CleanWaberiF-ServicesCf) DRAWING NO. 810 - REVISED 12-16 DRAWING NO. 830 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 ^ Z W Q FOR FURTHER INFORMA11ON W ON DESIGN CRITERIA SEE Y _ 2 w CHAPTER 4 OF CLEAN WARIER MAY BE USED SHORT TERM SEIM= EROSION PREVENTION W/ UTILITY WORK AND W/ ANGLE FLIER FABRIC FENCE 10 AND SEDWENT CONTROL PHASING OF DEVELOPMENT i.Itti�r._' ll ASSURE SOL H•R TRAPPER RAMC AND DESIGN MANUAL. \ 1 Y �,�s >� I G �•<� K..`h\yl. \ �_ - - '111'�rl• 1., "I��� \I 1 4...V ,_a;rF"" - -,;:ii-ii. INRs �Q:2> 1A� ; FLOW.,: ` r. ; Ci girl U�� 1111111 I',. �� iiuii 1 .I{ uwr �'' RillD�It IIIIII I �1III�I 1lIF; z I III, 411 rrrll z }nil ii 1 1m l 5 IOD STRIDE ` \'4JJr, ilf,' I II ■11 su•(TYP) "i nqwLlp r i! `r.3 _1 itt i OIMMM PROFILE -_tf- - - NOT TO SCALE --- :.=.a:mrP:"4 _� : ____._ = 0 INTERLOCKED rx r YR = � Y POSTS AND ATTACH PLAN VIEW � � y± n m! __1� ,' co Q H NOT TO SCALE - AREA DRAIN Z Z WHEAT STRAW. ME :•:. WA*7.4.--„:--,:,-.:g- ; ; � CATCH BASIN ❑ 0 0 0 GRASS STRAW. ;".,•� «.: '. `;� {w'r,'_.r Y:.:,_' S?TTC1ED LOOPS STAGGER COCONUT OR ,sem» Vs��s•L �"'' s- - JOINTS EXCELSIOR WATTLES s-'iN'+ 4�=1`ey"a...•• 'Ezu ~ Z r n 3' MINIMA OVER rx r POSTS NOTES: 'ti�j . ' : :�.4••. 1 J LL v/ u FROM TOE SLOPE a d:°;,;," uh FLOW7 1 W 0 - O 1. BURY BOTTOM OF FILTER FABRIC 6" ° `.i N ty. Ir ;l (n VERTICALLY BELOW FINISHED GRADE, lyli' > O '' w 2. 2"x 2" FIR, PINE OR STEEL FENCE ° P'e = _ 'd'^ Il I2'-13 .� u...+fix I z <:" mu'",. - FLOW U 2S w , POSTS. � • ,,,,�,,xfl �i 4-� 3. POSTS 70 BE INSTALLED ON UPHILL ° SECTION - - '". � ` P44 SIDE OF SLOPE. ° r Drrc>♦ eorrou eNuIj■,IIIjINIi �^� 4. COMPACT BOTH SIDES OF FILTER 0 NOT TO SCALE IFIN FABRIC TRENCH. il a STAKING 5PACMKG O 1 jilRI 4 TITLE 5. PANELS MUST BE PLACED 4 O.C. e,,,,,•,.,, FILTER FABRIC ACCORDING TO SPACING ON DETAIL + A ,�-__- r�,,, `xrf --o MATERIAL 31r _ 110.940 0 FLAW FLOW �• •e I riii :.I'I ~ ° # DATE DESCRIPTION vmE Eli XX LIJ 45 PROFILE - �- DITCH INLET PLAN VIEW ,r 1111 Ili i +�. E Iblitt mill z NOT TO SCALE a ° +,h,I�L,,, ° , WRAPPING INOTES: - ON UPHILL co fl 1. STAKING SPECIFICATIONS: 6" overlay of bags. .•. .6.b•••••:+.•:A•,::::::::::::••:•+♦+••++•♦.•,•::::::::::::P• •;;. O. 1'X2" WOODEN STAKES of ::♦•:••:•aii•+•:a••+i•:dP:••ii•i♦'rr••i�+i•• •i•: 4 ,�.;•; : gy�g�.,,,,�.,;;�•.,.;••,.,•,.+;.•.,.;•.+.•.•.a.❖.•.•,.• +,• b. ADDITIONAL STAKES MAY BE INSTALLED ON +••••••••••*:44. ••• :O•• FILTER FREUD MATERIAL � 3:': ::ti::$:.�ti::.�3: ::5•:•:•::•.•.�.•.:.•.•.••••••••• DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR 1. ADDITIONAL MEASURES MUST BE o ••••• •+ ••••• ••• ••,::..•.♦.......+ 1�E ROLLS HIGHLY EROSIVE SOILS. cn :♦+;:. : ♦ ..•: # ••r• ••+••••• rr•+•••+•r•++.•..:::::" .. CONSIDERED DEPENDING ON SOIL TYPES. LU ,• Ctak A ► FOR FURTHER INFORMATION ON DESIGN CRITERIASEEOta k, Inc. CHAPTER 4 OF CLEAN WATERBERMES EROSION PREVENTION ir ir 808 SW Third Avenue, Ste. 300 503. 287. 6825 �p Y MANUAL. ) ---1 —1 Portland, OR 7204 Twww.otak.com —...-H_ -.—D — � `\`% PROFFf�, �� ��G 4 N�fiR /�� ..• >N SWERMOUS RUN OUT MAI =CI= OF TRAWL . it_ •_:::_ GRADE 10 DRAIN TO WAIN 91573PE l 1, PRELIMINARY • ts, OREGON co 4. _......_..._ 1 1 i \ --/- <s.,0 cP c,r earl 11 9' moo I 1Z' `� C K 1\ 4�. _ 'r=,-., I EXPIRES: 12/31/2019 ;1„ ;;;,,_: .= - STAMP PLAN VIEW 17 DBC 'PROPERTIES PLAN VIEW OwQLAAP �r,IcA. LLC NTS (MEI REQUIRED) WATER-CONTRACTOR 1v I NOME o1�11G11 OF TRAWL t1Y1SUPPLY 10 WWTAaI 12 OF MATER AT AL WM easy= GRADE . - SO _I I y EEOFLIER BAG OR �v b l �1 APPROVED • 11 TIP. f'!. A{1L1.T,1E��RNAT E I (MEN REQUIRED) -� .N-.-��,` i.:. . \_1% GRADE _/ .,11.0.0.•..•r_r.•:r:.c•r- A i I I 50 � CONSULTANT -11-"It_ 0`lil. ..--..,.......:.6.,.....-..,..--..11.1-41W- - :W CONCRETE j6 SARs 112' 0lC. BOTH RAW; l . I.•••.:.I• I I_ .,;.�f�f-i......„..„..„..„.„.,......„..._....4117, . • .-._I / / /.._. . -II' CRUSH BASE COURSE I-.` .. •••• . . .. i . ..... . . .,._ 1 11- -E;"' 11-u=11=11=11=1I=11—II= TER FARC - .11=,I=.II=Ii=II�11—"-1 AS Rsal o NON-MOVEN GEOTE CIRE 'E wll-ill: PROFILE PROFILE NOTES: NOTES: 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FGR FURRIER IFC A110N AS NEEDED TO PREVENT TRACKING FROM TIRE ON DUNK CRITERIA SEE WASH; SEDIMENT LADEN WATER MAY BE PIPED TO OUP= 4 OF CLAN EATER 1. BIO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. AN APPROVED SEDIMENT TRAP. ON PROOFIONMO 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING (2) 1"x 2" WOOD STAKES OR 2. USE GEOTEXTILE FABRIC WITH AGGREGATE FORA F�.AMI Q AND OSI MANUAL APPROVED EQUAL PER BAG. TEMPORARY TIRE WASH. OUTLET PROTECTION TIRE WASH-(DRIVE- THROUGH) RIP RAP C1e, Wa Servicers ces DRAWING NO. 820 REVISED 12-16 DRAWING NO. 870 REVISED 12-16 Or) 0") Z =' W Q H 2 w 0 Film J IX 0 Q oz Ct W11. z Q oo O o °t 0 111) 1 ~ z C:1 Qz � ° O ..J o cn W ° IY 0 0 ow W TITLE # DATE DESCRIPTION C) xx Lu E Co z 0 07 J O] O co U W (NI LC) C- r--- 5 `5 0) REVISIONS a 0 o 0 SLH KDC Li DRAWN BY CHECKED BY N In a PFI SUBMITTAL o STATUS 0 N- 02/26/2018 U .0 DATE a` 17052 E0PROJECT NUMBER rn v m E. N c..� EC3 . 1 N _,, ©2018 OTAK, INC. m o If this drawing is not 22"x 34",it has been reduced/enlarged.Scale accordingly.