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Plans (3) BU P2018 -00095 Otak ....1400.....riki 16. Otak A ' ects, Inc. T H E , F I E L D S APART M E N TS RECEPt 808 S Third ' enue, Suite 300 jun : Po land, OR 97204 m n 503.287.6825 www.otak.com ASR ()2 2r BUILDING DI I' • ., 372' BRIAN R.FLEENER'� PROJECT TEAM DRAWING SHEET INDEX ° PORT .ANO,OR A5-0.01 COVER SHEET A5-2.02 BUILDING 5 FLOOR PLAN LEVEL 02 AX-8.13 INTERIOR DETAILS ARCHITECT OWNER/DEVELOPER A5-0.02 REFERENCE SITE PLAN A5-2.03 BUILDING 5 FLOOR PLAN LEVEL 03 AX-8.14 INTERIOR DETAILS OF OTAK ARCHITECTS, INC. DBG PROPERTIES LLCCity Og 808 SW THIRD AVENUE, SUITE 300 2164 SW PARK PLACE A5-2.04 BUILDING 5 FLOOR PLAN LEVEL 04 AX-8.15 AIR SEALING COMPARTMENTALIZATION Tigard Erosion Controloi 3129/2018 PORTLAND, OR 97204 PORTLAND, OR 97205 50.01 GENERAL NOTES-APARTMENTS A5-2.05 BUILDING 5 ROOF PLAN AX-8.20 STAIR DETAILS To Schedule Inspections: STAMP PHONE: (503)415-2393 FAX: (503)415-2304 PHONE: (503)224-2554 FAX: (503)223-4463 50.02 GENERAL NOTES-APARTMENTS A5-2.11 BUILDING 5 REFLECTED CEILING PLANS AX-8.21 ELEVATOR&MECH SHAFT DETAILS Call (503) 639-4175 CONTACTS: MATT NEISH, CHRISTINA KWIECIENSKI CONTACT: SKIP GRODAHL 55-2.01 FOUNDATION PLAN-BUILDING 5 A5-2.12 BUILDING 5 REFLECTED CEILING PLANS AX-9.01 WASTE ENCLOSURE Initial inspection: S5-2.02 SECOND FLOOR FRAMING PLAN-BUILDING 5 A5-3.01 BUILDING 5 EXTERIOR ELEVATIONS Prior to footing inspection LANDSCAPE ARCHITECT OWNER CONTRACTED CONSULTANTS S5-2.03 THIRD FLOOR FRAMING PLAN-BUILDING 5 A5-3.02 BUILDING 5 EXTERIOR ELEVATIONS EC0.0 COVER SHEET&GENERAL NOTES Prior to Finaleinspection: buildingInspection OTAK, INC. ,,-, �-i� S5-2.04 FOURTH FLOOR FRAMING PLAN BUILDING 5 EC1.0 CLEARING &DEMOLITION PLANS (1 OF 2) �ri:-.1.Lp---L„ 808 SW THIRD AVENUE, SUITE 300 CONTRACTOR S5-2.05 ROOF FRAMING PLAN-BUILDING 5 AX-4.11 WALL SECTIONS EC1.1 CLEARING & DEMOLITION PLANS (2 OF 2) ,--,--1-A. PORTLAND,HOE: (503)287-6825 77204 DBG PROPERTIES LLC S5-3.01 SHEARWALL PLAN-BUILDING 5 AX-4.12 WALL SECTIONS EC2.0 GRADING, STREET AND UTILITY CONSTRUCTION DEC P R O P E RT I E C PHONE: CONTACT: KAITLIN NORTH 2164 SW PARK PLACE 85-4.01 SHEARWALL ELEVATIONS-BUILDING 5 AX-4.13 WALL SECTIONS EC2.1 GRADING, STREET AND UTILITY CONSTRUCTION LLC PHONE ND,(50 )402-0091R 205 58.01 FOUNDATION DETAILS-APARTMENTS AX-5.01 STAIR 1 PLANS&SECTIONS EC3.0 EROSION CONTROL DETAILS CIVIL ENGINEER PHONE: (505) 58.02 FOUNDATION DETAILS-APARTMENTS AX-5.02 STAIR 2 PLANS&SECTIONS EC3.1 EROSION CONTROL DETAILS 808SOTAK, INC, CONTACT: TYLER COLEMAN 58.03 FOUNDATION DETAILS-APARTMENTS AX-5.03 ELEVATOR&MECHANICAL PLANS&SECTIONS PORTLAND, OR 97204 THIRD AVENUE, SUITE 300 STRUCTURAL ENGINEER S8.21 FLOOR FRAMING DETAILS-APARTMENTS AX-5.11 UNIT PLANS CONSULTANT PHONE: (503)415-2408 ENAYAT SCHNEIDER SMITH ENGINEERING, INC. S8.22 FLOOR FRAMING DETAILS-APARTMENTS AX-5.12 UNIT PLANS CONTACT: KYLE CHILDERS 3141 WALNUT STREET, SUITE 203A 58.23 FLOOR FRAMING DETAILS-APARTMENTS AX-5.13 UNIT PLANS ARBORIST DENVER, CO 80205 58.31 ROOF FRAMING DETAILS-APARTMENTS AX-5.14 UNIT PLANS OFFICE �+ PHONE: (720)904-1234 S8.32 ROOF FRAMING DETAILS-APARTMENTS AX-5.15 UNIT PLANS OFFICE COPY TERAGAN &ASSOCIATES, INC. CONTACT: WAHID ENAYAT 88.41 SHEAR DETAILS-APARTMENTS AX-5.16 UNIT PLANS 3145 WESTVIEW CIRCLECITY OP TIGARD LAKE OSWEGO, OR 97034 GEOTECHNICAL ENGINEER S8.42 SHEAR DETAILS-APARTMENTS AX-5.17 UNIT PLANS REVIEWED FOR CODE COMPLIANCE PHONE: (503)697-1975 FAX: (503)697-1976 RHINO ONE GEOTECHNICAL AX-5.18 UNIT PLANS CONTACT:TERRENCE FLANAGAN 4610 NE 77TH AVE, SUITE 126 A5-0.11 BUILDING 5 CODE SUMMARY AX-8.01 EXTERIOR DETAILS-OPENINGS Approved: "F.) I VANCOUVER, WA 98662 A5-0.12 BUILDING 5 CODE PLANS LEVEL 01 -02 AX-8.02 EXTERIOR DETAILS-OPENINGS OTC: ( l MECHANICAL, ELECTRICAL & PLUMBING ENGINEER PHONE: (360)258-1738 A5-0.13 BUILDING 5 CODE PLANS LEVEL 03-04 AX-8.03 EXTERIOR DETAILS-SIDING MFIA, INC. CONTACT: RAJIV ALI Permit#: a t i p ,at,-) k 00 ,F1 9 2007 SE ASH STREET A5-1.01 BUILDING 5 VERTICAL CONSTRUCTION ASSEMBLIES AX-8.04 EXTERIOR DETAILS-FOUNDATION Address: '7 ç '4 O ‘S%•► Hun n Z-: l 4,„,r PORTLAND, OR, 97214 GREEN BUILDING_CONSULTANT A5-1.02 BUILDING 5 HORIZONTAL CONSTRUCTION ASSEMBLIES AX-8.05 EXTERIOR DETAILS PHONE: (503)234-0548 FAX: (503)234-0677 EARTH ADVANTAGE A5-1.11 BUILDING 5 SCHEDULES AX-8.06 EXTERIOR DETAILS-ROOF Suite #: CONTACT: JAMES L. TORMEY 623 SW OAK ST, THIRD FLOOR A5-1.12 BUILDING 5 SCHEDULES AX-8.07 EXTERIOR DETAILS By: 1 Date: j- PORTLAND, OR 97205 A5-2.00 BUILDING 5 SLAB PLAN AX-8.11 INTERIOR DETAILS-FIRE RATED DETAILS 1 PHONE: (503)968-7160 X23 A5-2.01 BUILDING 5 FLOOR PLAN LEVEL 01 AX-8.12 INTERIOR DETAILS-FIRE RATED DETAILS CONTACT: ERIC FOLEY PROJECT INFORMATION ABBREVIATIONS SYMBOLS VICINITY MAP ENERGY CODE COMPLIANCE SITE # NUMBER GB GRAB BAR PERF PERFORATED, & AND GPM GALLONS PER PERFORATE 2 • ASSEMBLY TAG LEGAL DESCRIPTION: C L CENTERLINE MINUTE PLAM PLASTIC 2S1010001600 AC ACRE GYP GYPSUM LAMINATE o ACC ACCESSIBLE PL PLATE, 2O TOTAL SITE: 14.88 ACRES AED AUTOMATED HB HOSE BIB PROPERTY LINE WINDOW TAG Cn COMcheck Software VIrll EXTERNAL HC-PHB HOLLOW CORE PLYWD PLYWOOD y.1ON-SITE IMPERVIOUS (BLDGS): 69,091 SF(1.59 ACRE) DEFIBRILLATOR PRIMED PNL PANEL H .�9°� TIGARD ON-SITE IMPERVIOUS (ROADS,WALKS): 227,986 SF(5.23 ACRE) AFF ABOVE FINISH FLOOR HARDBOARD PNT PAINT NA TC WEST yEnvelope '` Certificate ADJ ADJUSTABLE HDR HEADER PR PAIR DOOR TAG -....., - #• STATION �1- . ZONING: AHU AIR HANDLING UNIT HDW HARDWARE PREFIN PREFINISHED '41 ALUM ALUMINUM HM HOLLOW METAL PREPR PRE-PRIMED W � • MUE(PD) APPROX APPROXIMATE HORIZ HORIZONTAL PT PRESSURE 0 N \ S�'/-10 '1? Sectiddl IProj t.lnformation APT APARTMENT HR HOUR TREATED, NORTH ARROW2 \ \\ �2�k��S Energy +�,� rrgy Efficiency Sp 1 - fs; EXISTING USE: VACANT LAND BD BOARD HVAC VENTILATION HEATING Imi POST TENSION PROPOSED USE: 4 STORY WOOD FRAMED APARTMENTS. BDRM BEDROOM AND AIR R RISER, RADIUS ive BLDG BUILDING CONDITIONING R&S ROD AND SHELF \ .� ` tNretopalilpt l /1--) L iDETAIL TAGS--"\ ConstructionAte. Owner/ / , ton BLKG BLOCKING RCP REFLECTED\\ �� ` ri „ PARKING BM BEAM IBC INTERNATIONAL CEILING PLAN(S) �A��1 ��1 a \ .. `* - I (t wa tl aid, ' BOT BOTTOM BUILDING CODE RD ROOF DRAIN \ ` 1(aeu�al FviTat lkre�.f�ct: an 24% STANDARD PARKING STALLS ARE MINIMUM 8.5'x 18.5'. BR BEDROOM ICBO INTERNATIONAL REF REFERENCE \ ` 111411.0011 a�inaryne FioorArea ACCESSIBLE PARKING STALLS ARE MINIMUM 8.5'X 18.5'WITH 5'AISLE. CONFERENCE OF REFL REFLECTED A4-3.0 3 a \ 3 f Nonresidentie 4ssas COMPACT PARKING STALLS ARE MINIMUM 7.5'x 16.5'. CIP CAST-IN-PLACE BUILDING REFR REFRIGERATOR EXTERIOR ELEVATION TAG CJ CONTROL JOINT OFFICIALS READ REQUIRED PROJECT • Stan 2:I nyelope.Assemblies and F e�quir t5 checklist TOTAL PARKING REQUIRED #OF STALLS CL CLOSET IN INCH REST RESTROOM 10 SITE CLG CEILING INFO INFORMATION RM ROOM fI CC �. \ ^ TOTAL SURFACE STALLS 428 CLR CLEAR(ANCE) INSUL INSULATE(D), (ION) RO ROUGH OPENING Q W \ \ MAX. COMPACT SURFACE STALLS 50%OF TOTAL CMU CONCRETE UNIT INT INTERIOR 1C `4-5.11 1A INTERIOR ELEVATION TAG N W \ TOTAL ACCESSIBLE STALLS 9 MASONRY SAMF SELF-ADHERING N r--- \ W (PER OSSC 1106.2) CPT COL CARPET COLUMNS JAN JST JANITOR'S JOIST MEMBRANE FLASHING 1B W Z d? \ \ ce ,� _ TOTAL PARKING PROVIDED 428 CONT CONTINUOUS SD SMOKE iii CONC CONCRETE KDHM KNOCK-DOWN DETECTORCK 0 CO TOTAL STANDARD STALLS 233 CORR CORRIDOR HOLLOW METAL SF SQUARE FOOT a a BUILDING SECTION TAG d w '4-4.01 '4-4.01 KIT KITCHEN SHTHG SHEATHING TOTAL COMPACT STALLS 184 �� Cn � TOTAL ACCESSIBLE STALLS 11 D DRYER SIM SIMILAR Q 0 GENERAL NOTES DBL DOUBLE LAM LAMINATE SPEC SPECIFICATION DF DRINKING LAUN LAUNDRY STD STANDARD OBD BUILDING DATA FOUNTAIN LD LOAD STL STEEL WALL SECTION TAG f` E-- 0 DIA DIAMETER LGT LIGHT STOR STORAGE4-4.11 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT DIM DIMENSION LN LINEN STC SOUND NUMBER OF DWELLING UNITS 264 TOP OF SLAB S ELEVATION DATUM TITLE 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 100-0 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 FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. NUMBER OF FLOORS 4 DS DOWN SPOUT LW LIVE/WORK STRUCT STRUCTURAL # DATE DESCRIPTION CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR BUILDING AREA SEE SITE PLAN SHEET A-0.02 DU DWELLING UNIT SV SHEET VINYL DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BUILDING HEIGHT 44'-0" +1-TO TOP OF HIGH ROOF DW DISHWASHER MAINT MAINTENANCE A. GRID LINE/GRID BUBBLE INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND PROCEEDING WITH THE WORK. DWG DRAWING MATL MATERIAL T TREAD 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 T&G TONGUE & ROOM NAME ROOM TITLE HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS RESERVED. DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING UNIT MIX EJ EXPANSION JOINT FIBERBOARD GROOVE COPYRIGHT 2018. WITH THE WORK. EL ELEVATION MECH MECHANICAL TB TOWEL BAR ELEC ELECTRICAL MEMB MEMBRANE TEL TELEPHONE Q TEMPERED GLAZING 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS ELEV ELEVATOR MFR MANUFACTURER TG TEMPERED OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF SEE SITE PLAN SHEET A-0,02 FOR UNIT MIX INFORMATION. EP ELECTRICAL MIN MINIMUM GLASS SUPPLEMENTARY, AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS PANEL MIRR MIRROR(ED) THK THICK, Q REVISION TAG AND CLOUD ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER ARE COMPLETED. EQUIP EQUIPMENT MISC MISCELLANEOUS THICKNESS EXECUTION OF THE CONTRACT. EQ EQUAL MO MASONRY TO TOP OF 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE EXIST EXISTING OPENING TP TOILET PAPER REVISIONS 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP EXT EXTERIOR MIL METAL T/S TUB/SHOWER SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A EDGE, OR AS NOTED. TYP TYPICAL CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY FC FIBER CEMENT N NORTH INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION FCP FIBER CEMENT NA NOT APPLICABLE UL UNLIMITED Author Checker OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND ADDITIONAL PERMITS REQUIRED PANEL NIP NOT IN THIS UNO UNLESS NOTED RELATED PERMITS 1 REVIEWS DRAWN BY CHECK BY CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICATIONS, AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FBGLS FIBERGLASS PACKAGE OTHERWISE SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS Fire Sprinkler FD FLOOR DRAIN NO NUMBER UNFIT UNFINISHED PERMIT SET OWNER. EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES FEC FIRE EXTINGUISHER NR NON RATED • PDR2Q17-00004 PLANNED DEVELOPMENT REVIEW (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO Fire Alarm CABINET NTS NOT TO SCALE VCT VINYL STATUS 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,ANDFIN FINISH COMPOSITION • SLR2017-00005 SENSITIVE LANDS REVIEW Mechanical MLP2017-00009 MINOR LAND PARTITION 03.29.2018 THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE ACCESSORIES. FLR FLOOR OC ON CENTER TILE • Plumbing �-/ 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 Electrical N--.) FO SITE DEVELOPMENT SUBMITTAL FO FACE OF OCCUPANCY(IES) VRFY VERIFY 17052 TfUSSnIReer UNLESS INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECTS SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. Engineering FOC FACE OF CONCRETE OLF OCCUPANT LOAD VS VERSUS CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE 9 g FOF FACE OF FINISH FACTOR W WASHER PROJECT NUMBER ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED Shop Drawings FOS FACE OF STUD OPP OPPOSITE W/ WITH DEFERRED SUBMITTALS TO THE COPYRIGHTS. ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY OtherFOW FACE OF WALL OPNG OPENING WD WOOD ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGSFRP FIBER REINFORCED ORD OVERFLOW ROOF WH WATER HEATER • METAL GUARDRAILS AND HANDRAILS 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. PLASTIC DRAIN WIC WALK IN CLOSET • COMPOSITE WOODEN FLOOR JOISTS A51. 001 MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN FT FEET OSB ORIENTED WIN WINDOW • WOOD ROOF TRUSSES CITY OF TIGARD . CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY FTG FOOTING WALL STRAND WP WATERPROOF • SPRINKLER SHOP DRAWINGS Approved by plannln ©2018 OTAK,INC. WORK OF ELEMENTS RESULTING IN CONFLICTS. FT FEET BOARD WR WATER • _ PRE-MFR BRIDGE OSSC OREGON RESISTANT Date: __ 4 _ --: GA GAUGE, GYPSUM STRUCTURAL WRB WATER If this drawing is not 24"x 36" it has been ASSOCIATION SPECIALTY CODE RESISTANT Initial ' .G __ reduced/enlarged. Scale accordingly. GAL GALVANIZED OVFL OVERFLOW BARRIER BLDG AREA UNIT COUNT SITE NOTES BUILDING NO. NO. OF TOTAL GROSS1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. .......000,,,,y-A kik BUILDING NO. TYPE 'A' UNITS TYPE B UNITS TOTAL CUSTOMER COMPARTMENT REACH RANGE MUST BE FLOORS BLDG AREA (SF) WITHIN 48"AND 28"AFF. SEE A3-9.01 FOR ADD INFO. BUILDING #1 49,64$ BUILDING #1 3 2 1 BD, 1 2 BD 53 56 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL Otak " +teCtS, Inc. 4 ( � O SERVICE THAT MAILBOXES COMPLY WITH USPS 808 - Third A enue, Suite 300 REQUIREMENTS. Po -nd, OR 97204 BUILDING #2 4 41,812 BUILDING #2 3 (2) 1 BD, (1) 2 BD 45 48 ma 503.287.6825 3. SEE SITE DEVELOPMENT SUBMITTAL FOR ADDITIONAL .vww.otak.corn BUILDING #3 1 3,342 BUILDING #3 0 0 0 0 INFO. BUILDING #4 4 50,848 BUILDING #4 3 (1) 1 BD, (1) 2 BD, (1) 3BD 45 48 4. SEE CIVIL FOR ADA PARKING INFORMATION U P BUILDING #5 4 49,648 BUILDING #5 3 (2) 1 BD, (1) 2 BD 53 56 f 720 BUILDING #6 4 58,671 BUILDING #6 3 (1) 1 BD, (1) 2 BD, (1) 3BD 53 56 B.IAN R.FLEENER Vol TOTAL 253,969 TOTAL 15 249 264 LEGEND • • PORT ND,QR 49004111041111 ACCESSIBLE PATH OF 4 3129/2018 STAMP PROJECT INFO ,.. _ 2 TAX MAP 1 LOT NOS: WASHINGTON COUNTY TAX MAP D BG PRO P E RT I E t 2S10100 TAX LOT 1600 . LLC ZONING: MUE (PD) CONSULTANT % 1011111110111 CP. /7)\------ oi .."--\,,_...- iu _ `moo. / � �1 1, 0 -, / //: Ni II, • r----/ / . . .. .7 , . ...- •. • , 1,100 : '' /I.'. , •• t�� ( � -:> ,„____----.., / ri 4 • / •.1... \ / 1: wet i " • • /rte _,_: '/o I I: o to / ':?" ° 4 713_4 ' • f f 0a 3� T o I: 7/ - I UCe • .-..• \\ \ 1 ''' u 0 PEDESTRIAN PATH • • 4. \ •• ...4450'DEVELOPEMENT • ' N. J �' ® 1` :74.-:.4)0,4, ,BUF ER _ • a • :r I( ./ :: \ / o ° o� ^ � p PROPERTY LINE 111141C °ill? a UJ LDG 5 Ci) CC F-1 /.. � �'� r a o aaa a aaoaa o oa a aaa a a a a oaaaaaaas ( %"' • �� ® a ° ;� I 111- IT\ u rr u r �� _ = ®® FF-21450 - a� W CO Ci)UJ PEDESTRIAN ` • \ \ / r _ �.,.,t. T_..r`:;,;;r;:;.,•.. ® il- N ACCESS BRIDGE • _ �s � STORM WA ER / ACCESSIBLE LLI • / , • / \., .....„ ._ , ' y`�� •` • TREATMENT e , W z \ RAMP P4,A Ai / ` • i g FACLITY D ce Z ;;,\ tF - PEDESTRIAN • • • / 4 _� - 1.:: CI) ter- +...: •�•, i ®.:4.% 1 Z 6L. W U3 ❑ • . L.....7._.-4.4-4-. _ ACCESS BRIDGE �i _ _ a m Q $ : ate' I ®� W ov 1 cn `"' ';• 'EN SPACE T; • i __T �,'"1 �1 - ., - IM ,'ice • / L_ 04 STORM WATER / ) (�.. Ca Q \11111:\1::::\\'‘ PLANTER TYP. — CLUSTER PEDTRIAN I Wr „ - .... / p =�•= ACCESS BRIDGE in I �, I ■ _ _. ""' �' IRETAINING WALL MAILS XES 0d �� c., ': , 1""'"" i` I iIRr� ■ ■ SEE CIVIL ----=a 00. •s I #SWIMMING _ '� �► z I TITLE,: c POOL AREA L 1 D G t s.z NOTE. SEESITE DEVELOPMENT PACKAGE fy BLDG 2 L G i 7- SEPARATE :. ,: .v, FOR LANDSCAPE PLANS FI'=2:02.50 ..: . :w ,F FF=19F3.25 .x ,_ n # DATE DESCRIPTION FF 201.25 r_ * ri . ' _, PERMITN - - 11w2„ I \ .a !�.11 - ELl j ' 1:' - ceavisoilvalkair �x. _• to■ to - :=..;.r- I It I 1 r R _ . •' r' NBx- - I 1 7 i r I I t 6.9 C S T £ IXIEIXY17[ Y �. ., �. 7� , •I.1 w K �� Y le 8 1 I I 13i 7< E II Y � II ]i Y '' I A IYliY � fi3IJ[ ]LZlEI � E ]� 17: 7[ � .� d.. e ®®e� �e�.�oz I 4......„._, *` � -- -�'-'' '-'-'...--'11' I+a�113;� � x � � �. m _ ® e _ .�� ®®e®mII ....,-�.q,��mm III; ®eme � y - -- - --�-�-,—� ®m ele .��m�.m .. -,_I �� a s a a a a a a a a I 1 ' .4, • a I I 11 .. % _ o 0 73 la i 1 c t 57'-0" a II II �. 230'-2" 151'-8" • I� 58'- 11" 0 •• xiii)J {A 'i 1 ,®0 '' r® N r& lI 33 \73 � U a o a 11;i0LF010 a a a a a a a a 01:10L3 o a a a a - x a a a 010.a a a a a Iffli a o a a o as a a� a s a�a HL1 ii 4 [laid+ a o a a a a s a a a a a It _._,J 9'1 L r.. }. i_ .;. 1:',.111; �. cls :1 =� - : PAIN \ rogr..-„,„..`.•:'• REVISIONS • • •rrrr • • r • • w • • • • I . . • • . • �•� 001M1111. 0 �� • • • • • • �� • • • • �• • . • • r • • • • • • • w wwwww w • 1 • • w•�r • • 1 , • • �• • • •w�IM • • • • � r • • �• • • +_ • • • • • • . . W. • sPEDESTRIAN PATH CONNECTION LIDA PLANTER, TYP 24'ACCESS EASEMENT - BLDG 3 TO INDUSTRIAL PARK Author Checker f DRAWN BY CHECK BY TRASH ENCLOSURE- .' \ SEE TRASH ENCLOSURE PROPERTY LINE CLUBHOUSE r FUTURE WALL STREET INDUSTRIAL PARK(BY OTHERS) CITYOF TIG'jARD PERMIT SET DRAWING SET, TYP Approved Z Planning STATUS Date:\ \ _. L_ 03.29,2018 initial DATE 1 17052 PROJECT NUMBER 0' 30' 60' 120' A5.0 ■ 02 1 REFERENCE SITE PLAN 02018OTAK,INC. If this drawing is not 24"x 36",it has been a 5-0.0 SCALE: 1"=60'-0" reduced/enlarged. Scale accordingly. LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES Otak DESIGN LOADS PROJECT GENERAL NOTES CONCRETE -CAST - IN - PLACE 1. GOVERNING CODE: 1. UNLESS NOTED OTHERWISE, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. CLEARLY 1. TRUSSES SHALL COMPLY WITH ALL PROVISIONS OF THE DESIGN SPECIFICATIONS A. 2014 OREGON STRUCTURAL SPECIALTY SHALL BE THOSE CONFORMING WITH VERSION OF THE APPLICABLE SPECIFICATION OR IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE CODE CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITIES- THESE SHALL CONFORM TO THE FOLLOWING TABLE: FRAMING LUMBER INSTITUTE, EXCEPT AS NOTED OTHERWISE. B. ASCE 7-10 STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. USE STRENGTH (PSI) W/C RATIO SLUMP (IN) AIR (%) 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH U.N.O. NOTED ON THE Otak Architects, Inc. 2. ROOF LOAD (APARTMENTS): INTERIOR SLAB ON GRADE 3,OOfl 0.55 4-6 0-2 DRAWINGS. 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL 2. SNOW LOAD 25 PSF + SNOW DRIFT AS NOTED 2. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON BE MANUFACTURED DESIGNED BY AN APPROVED MANUFACTURER. THE STRUCTURAL CONTRACT DOCUMENTS. DO NO SCALE THE STRUCTURAL FOOTINGS/ENDN WALLS 3,000 0.50 2-4 5-7 808 SW Third Avenue, Suite 300 B. LIVE LOAD/CORRIDORS 20 PSFALL OTHER STRUCTURAL 3,000 0.55 2-4 4-6 2. LUMBER GRADE SHALL BE AS FOLLOWS:CONC. NOT NOTEDPortland, OR 97204 main 503.287.6825 CONTRACT DOCUMENTS. 3. MEMBERS SHALL NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: C. DEAD LOAD (TRUSS TOP CHORD) 11 PSFA. EXTERIOR WALL STUDS: DOUGLAS FIR-LARCH #2 U.N.O. ON DRAWINGS ROOF LIVE = L/360 ROOF DEAD = L/240 www.otak.com D. DEAD LOAD (TRUSS BOT. CHORD) 9 PSF 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND LOW CALCIUM (CLASS F)FLY ASH MAY REPLACE CEMENT BY EQUAL MASS UP TO B. INTERIOR WALL STUDS: DOUGLAS FIR-LARCH #2 U.N.O. ON DRAWINGS FLOOR LIVE = L/480 FLOOR DEAD = L/240 E. DEAD LOAD (TOTAL) 20 PSF CONDITIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL30% OF TOTAL CEMENT WEIGHT. C. JOISTS: AS NOTED ON DRAWINGS D. BEAMS/HEADERS: DOUGLAS FIR-LARCH #2 U.N.O. ON DRAWINGS 2. ROOF LOAD (CLUBHOUSE): DRAWINGS AND NOTIFY THE ARCHITECTIENGINEER OF ANY DISCREPANCIES OR 4.TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS ' � � INCONSISTENCIES. 2. A MINIMUM OF FIVE (5)CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EVERY E. POSTS: DOUGLAS FIR-LARCH #2 OR BETTER. U.N.O. ON DRAWINGS AND CALCULATIONS WITH REGISTERED STRUCTURAL ENGINEER'S SEAL. SHOP ts.� ��,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 ��t, G i N F `�i B. LIVE LOAD 100 PSF 4. THE SIZE, WEIGHTS AND LOCATIONS OF ALL EQUIPMENT PADS, ROOF MOUNTED EACH 2000 S.F. OF POUR. CYLINDERS SHALL BE TESTED AS FOLLOWS: COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. TRUSS DESIGNS SHALL ;++ C. DEAD LOAD (TRUSS TOP CHORD) 15 PSF (INCLUDES GREEN ROOF) 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. Qc 8. . �.. �, 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. • • i fv 3. CONCRETE MATERIALS, FORM WORK, MIXING. PLACING AND CURING SHALL 4. PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING. 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN A MEMBER WITH A 3. FLOOR LOAD (APARTMENTS):, 5. ANY CONTRACTOR INDUCING LOADS ON THE STRUCTURE NOT SPECIFIED ON THE CONFORM WITH THE SPECIFICATIONS CONTAINED IN THE A.C.I. "MANUAL OF MINIMUM TRANSFER AT ANY MEMBER OF TWO THOUSAND (2,000) LBS. '�y� •- j 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. EZIP 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 EXIfRES: 12/31/ I D. DEAD LOAD (TRUSS BOT. CHORD) 8 PSF 6.FIELD ALTERATIONS FOR ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED QUALITY MARK E. DEAD LOAD (TOTAL) 50 PSF WITHOUT APPROVAL FROM THE ARCHITECT/ENGINEER 5. ALL CONCRETE IN CONTACT W/SOIL SHALL BE TYPE I OR II CEMENT- 7. PROVIDE A DRAG TRUSS OVER ALL SHEAR WALLS PARALLEL TO THE TRUSS 3-29-2018 6. PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. DIRECTION PROVIDE BLOCKING PANELS BETWEEN TRUSSES OVER SHEAR WALLS STAMP 4. SNOW LOAD CRITERIA: 7. ARCHITECT/ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. 6- AGGREGATE SHALL BE A MAXIMUM OF 3/4" DIAMETER AND CONFORM TO ASTM C33. PERPENDICULAR TO TRUSS, DESIGN THE DRAG TRUSS & BLOCKING OVER SHEAR A, GROUND SNOW LOAD Pg 25 PSF 7. BLOCK ALL SHEAR WALL SHEATHING WITH 2 x 4 FLAT BLOCKING AT ALL EDGES. WALLS FOR MINIMUM OF 300 PLF, U.N.O. ON DRAWINGS B. FLAT ROOF SNOW LOAD Pf 25 PSF 8. THE STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST 7. CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORM WITH ASTM ---„idl 1 -1 (� 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 SLOPED1 --Ir D. THERMAL FACTOR Ct 1_0 RESISTING SYSTEMS HAVE BEEN CONSTRUCTED AND ALL OF ITS PARTS HAVE BEEN SPECIFICATIONS. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), UNO. THE BEARING REQUIREMENTS WITH BEAM MANUFACTURER. E. IMPORTANCE FACTOR 1_0 INSTALLED. PROVISIONS OF A.C.I. 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED MINIMUM NAIL SIZES ARE AS FOLLOWS: DBG PROPERTIES CONCRETE". 8D = 0.131" DIA X 2 1/2" LONG 9. TRUSS MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS, LLC 5. WIND CRITERIA(PER ASCE 7-10): 9. SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND 10D = 0.148" DIA X 3" LONG BLOCKING AND/OR SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS, AS A. ULTIMATE DESIGN WIND SPEED (3 SEC. GUST) 120 MPH SUBMITTED BY THE CONTRACTOR OR SUBCONTRACTOR ARE NOT CONSIDERED PART 8. CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS. COLUMNS OR PILASTERS 160 = 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 �.\' �44,, D. RISK CATEGORY H REGISTERED IN THE PROJECT STATE. THE CONTACT SURFACE CLEAN AND FREE OF LATENCY. CONSTRUCTION JOINT OTHER THAN "COMMON" NAILS IS NOT PERMITTED WITHOUT PRIOR APPROVAL. POWER PIPE, PLUS A MINIMUM 2501bs LOAD, APPLIED AT THE POINT OF HANGING PER 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 Schneider F. COMPONENT AND CLADDING PRESS. SEE BELOW 10. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME AND ENGINEER FOR REVIEW. SUBMITTED AND APPROVED PRIOR TO USE. COORDINATION OF HANGER LOCATIONS AND MAINLINES Smith 9 Id 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. y 1 _ 2 w CONSIST OF DAMAGE OR DETERIORATION OF STRUCTURAL MATERIALS/COMPONENTS PREPARATION AND APPLICATION IS TO BE IN STRICT ACCORDANCE WITH THE ADDITIONALLY, PROVIDE PROPER PANEL SPACING PER THE AMERICAN PLYWOOD 1. CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND SHALL NOT BE COPIED FOR a cn O Z WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE MANUFACTURER'S RECOMMENDATIONS. ASSOCIATION RECOMMENDATIONS. USE AS ERECTION PLANS OR SHOP DETAILS. r`n, , I u_ p CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ALL DISCOVERIES HE f BUILDING • 0 BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE 11. CONCRETE TOPPING FOR METAL DECKS SHALL NOT INCLUDE ANY ADDMIXTURES 11. WHERE PRESSURE-TREATED PLYWOOD IS INDICATED ON THE DRAWINGS, IT SHALL 2. USE OF ESS'S ELECTRONIC FILES AS A BASE FOR SHOP DRAWINGS REQUIRES PRIOR THE INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING WITH WORK RELATED TO CONTAINING CHLORIDE SALTS- CONFORM WITH A.W.P.A. STANDARD C-9 AND SHALL EXCEED THE A.W.P.B. (AMERICAN APPROVAL BY ESS, SIGNED RELEASE OF LIABILITY BY CONTRACTOR, AND DELETION OF o mQ- LOADS SHOWN ARE SUCH DISCOVERIES. WOOD PRESERVERS BUREAU) QUALITY MARK. ESS'S NAME AND LOGO FROM ALL SHEETS. ULTIMATE UNLESS ix 12. ALL LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 110 pcf. NOTED �cl_ 11 -_:Z 2 Z 12. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND 12. SOLID BRIDGING AT MAXIMUM OF 8'-D" ON CENTER SHALL BE REQUIRED WHERE 3. THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS SHALL SUBMIT 1N WRITING 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. of i - u_ SEQUENCES, PROCEDURES, NOR SITE SAFETY. ONE(1) EDGE IS NOT HELD IN LINE BY SHEATHING, WALLBOARD, BRACING, ETC. CONCRETE REINFORCING STEEL 4. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE " REQUEST FOR L6'-e"� 6'-6",j 13. THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING AVAILABLE 13. DOUBLE UP STUDS AT CORNERS AND JAMBS OF OPENINGS LARGER THEN 6'-0"AT CHANGE IN WRITING" UNLESS SPECIFIC SUGGESTED CHANGES ARE CLEARLY MARKED FROM FROM INFORMATION REGARDING THE EXISTING CONDITIONS. NO ATTEMPT HAS BEEN MADE 1. CONCRETE REINFORCING STEEL FOR, METAL INSERTS CONFORM WITH ASTM A 615 BEARING WALLS. U.N.O. SEE PLAN FOR BEARING WALL LOCATIONS. AND NOTED. CHANGES BY MEANS OF THE SHOP DRAWING SUBMITTAL PROCESS CORNER CORNER TO VERIFY ANY EXISTING CONDITIONS AGAINST INFORMATION PROVIDED BY OTHERS. DEFORMED GRADE 60 (WELDABLE REINFORCEMENT SHALL BE ASTM A706, GRADE 60) BECOME RESPONSIBILITY OF THE ONE INITIATING SUCH CHANGES. THE CONTRACTOR SHALL COMPARE THE EXISTING DOCUMENTS AND NOTIFY THE UNLESS OTHERWISE NOTED. 14. PROVIDE TWO (2) 2x STUDS MINIMUM NAILED TOGETHER UNDER ALL BEARING COMPONENT AND CLADDING WALL PRESSURES ARCHITECT OF ANY DIFFERENCES BEFORE PROCEEDING WITH WORK. POINTS OF ROOF GIRDER TRUSSES, CONCENTRATED LOADS AND BEAM BEARINGS, 5. SHOP DRAWINGS STAMPED BY A LICENSED ENGINEER IN THE STATE WHERE THE NTS 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL UNLESS NOTED OTHERWISE. STUDS SHALL EXTEND FROM TOP OF FOUNDATION TO BUILDING IS TO BE CONSTRUCTED, SHALL BE REQUIRED ON THE FOLLOWING ITEMS: 14. STRUCTURAL DRAWINGS ARE NOT STAND ALONE DOCUMENTS AND ARE INTENDED CONFORM WITH A.W.S. D1.4. BOTTOM OF MEMBERS. • CONCRETE MIX DESIGN 6. SEISMIC CRITERIA: TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURE, MECHANICAL, ELECTRICAL, • GLUE LAMINATED MEMBERS A. RISK CATEGORY II AND DRAWINGS FORM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL 3. PLACE 2'-0"x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND 15. ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. • PRE-ENGINEERED ROOF TRUSSES B. SEISMIC CATEGORY D REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. REINFORCING STEEL C. IMPORTANCE FACTOR, le 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) 5 OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES IN THE PLANS /OR SPECIFICATIONS ACCORDANCE WITH A.C.I. DETAILING MANUAL 315. CO F. RESPONSE COEFF. (Cs) 0.111 SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. PLANS AND 1 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 1 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. Cl)H. MAPPED SPECTRAL RESPONSE ACCEL., S1 0.423 ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY FLOORS NAIL WITH 10d NAIL AT 4" O.C. AROUND THE OPENING. PROVIDE SOLID Z v! 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 F- J. DESIGN SPECTRAL RESPONSE ACCEL., Sdl 0.444 RESPONSE IN RECEIVED FROM THE STUCTURAL ENGINEER. TRADES, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. BEARING TO THE TOP OF COLUMN OR POST. BE BY THE DEFERRED SUBMITTAL SUPPLIER. THE DEFERRED SUBMITTAL SUPPLIER LU 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. M. BASE SHEAR (ULTIMATE) THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT BE RELIEVED OF ANY • 2"TO EARTH FACE OF WALL 8. ALL DEFERRED SUBMITTALS SHALL BE ATTACHED TO THE PRIMARY STRUCTURE F- a. BLD 1 = 181K REQUIREMENTS OF THE CONTRACT DOCUMENTS BY VIRTUE OF THE STRUCTURAL • 1 1/2"TO INSIDE FACE OF WALL 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE WASHER (CONFORMING TO WITH A PINNED CONNECTION. MOMENT CONNECTIONS TO THE PRIMARY STRUCTURE Ce CK 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 Q d. BLD 4 = 188K1IN 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 TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL CALCULATIONS. a Q e. BLD 5 = 181 K 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 17. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, NOTES, AND NOTED OTHERWISE. SEE LAP SPLICE SCHEDULE ON DRAWINGS. STAGGER LAPS PER ARE NOTED ON THE DRAWINGS AND ARE NOT TO BE RE-LOCATED OR INCREASED a SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON ACI 20. ALL FLOOR DECKING SHALL BE GLUED AND NAILED TO JOISTS. ALL FLOOR DECKING WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 7. ALL LOADS INDICATED ON THE PLANS ARE ALLOWABLE STRESS DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS LOADS U.N.O. NOTED ON TYPICAL APPLY TO SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHALL BE TONGUE AND GROOVE WITH GLUED JOINTS. C W SHOW, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE 9. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT, 10. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST TENSION LOADS. PROJECT. UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE 21. ALL METAL HANGERS AND CONNECTORS SHALL BE MANUFACTURED BY SIMPSON POWDER ACTUATED FASTENERS SHALL NOT BE USED RESIST GRAVITY LOADS THAT Q W CO STRUCTURAL ENGINEER OF RECORD. (OR APPROVED EQUAL)AND SHALL BE THE SIZE AND TYPE INDICATED ON THE INCLUDE BRICK/CMU VENEER CV 0 18. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN BE OF THE SAME TYPE AND DRAWINGS. CV CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE 10. START FIRST REBAR 3" IN FROM THE EDGE, WHERE SLAB REBAR IS CALLED OUT AS N ti Z PROJECT ARCHITECT AND ENGINEER. "ON CENTER (O.C.)" SPACING. 22. ALL FASTENERS (NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH W z 07 PRESSURE TREATED OR FRT LUMBER SHALL BE CORROSION RESISTANT IN n < 19. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE INSTALLED 11. ALL WELDED WIRE FABRIC SHALL MAINTAIN A MINIMUM LAP SPLICE OF 6" ACCORDANCE WITH I.B.C. 2304.9.5. ABBREVIATIONS LIST O Et IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 23. ALL CONNECTORS USED WITH PRESSURE TREATED MATERIAL OR EXPOSED TOW LL.I 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 DESCRIPTIONCO Z OFFICIAL WHEN THE PERMIT IS OBTAINED WEATHER ANY LETTERS OF CONSTRUCTION EQUAL. ABV ABOVE LOC LOCATE/LOCATION = O Q COMPLIANCE WILL BE REQUESTED FORM THE STRUCTURAL ENGINEER, IF SO, THE ALT ALTERNATE/ALTERNATING LVL LAMINATED VENEER LUMBER CO `J I- - w CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE THE START OF POST INSTALLED ANCHORS 24. ENGINEERED WOOD BEAMS SHALL BE AS MANUFACTURED BY i-LEVEL (OR ARCH ARCHITECT/ARCHITECTURAL LW LONG WAY CONSTRUCTION. APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: 1. EXPANSION ANCHORS SHALL BE I.C.C.-APPROVED (ZINC PLATED IN ACCORDANCE B BOTTOM LWC LIGHT-WEIGHT CONCRETE E Fb Ft Fc,perp Fc,parll Fv WITH ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153, A.I.S.I. BLKG BLOCKING MANUF MANUFACTURER TITLE 304 STAINLESS STEEL)AND CONFORM WITH FS-S-325, GROUP II, TYPE 4, CLASS 1. LSL (<9.5") 1,300ksi 'I,700psi I,075psi 680psi 1,400psi 400psi BOS BOTTOM OF STEEL MAX MAXIMUM LSL (9.5"+) 1,550ksi 2,325psi 1,070psi 800psi 2,050psi 310psi LVL 1,900ksi 2,600psi 1,555psi 750psi 2,510psi 285psi BOT BOTTOM MIN MINIMUM # DATE DESCRIPTION FOUNDATIONS: 2. ADHESIVE ANCHORS SHALL BE I.C.C.-APPROVED AND SHALL CONSIST OF ALL-THREAD PSL 2,000ksi 2,900psi 2,025psi 750psi 2,900psi 290psi BRK BRICK NS NEAR SIDE ANCHOR ROD, NUT WASHER AND ADHESIVE CAPSULE. ANCHOR RODS SHALL COMPLY 1. FOUNDATIONS DESIGNS ARE BASED ON OWNER ACCEPTED RECOMMENDATIONS GIVEN WITH ASTM A307. (NOT USED AT P.T SLAB.) 25. GLUE LAMINATED BEAMS SHALL BE AS MANUFACTURED BY BOISE CASCADE (OR CL CENTERLINE OC ON CENTER BY THE SOILS ENGINEER OF RECORD RHINO ONE GEOTECHNICAL IN SOLS REPORT APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: COL COLUMN OSB ORIENTED STRAND BOARD #DBG-2016-003 AND DATED DECEMBER 16, 2016. 3. HEAVY DUTY SCREW ANCHORS SHALL BE STAINLESS STEEL: SIMPSON TITEN HD OR CONC CONCRETE PL PLATE APPROVED EQUAL. E Fb,top Fb bot Fc,perp Fcparll Fv CONST CONSTRUCTION PWD PLYWOOD 2. FOOTING FOUNDATIONS DESIGNS ARE BASED ON THE FOLLOWING: GLB 24F-V4 1.800ksi I,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 MINIMUM EXTERIOR FOOTING DEPTH = 1'-6" CU CONCRETE UNDERLAYMENT REINFORCING MINIMUM INTERIOR FOOTING DEPTH = 1'-0" 26. ALL RIM JOISTS SHALL BE AS NOTED ON PLANS AND DETAILS. RIM MATERIAL SHALL 0 DEEP/DEPTH RT ROOF TRUSS BE ICC APPROVED FOR RIM JOIST APPLICATIONS DF DOUGLAS FIR SBW STEP BOTTOM OF WALL 3. RETAINING WALL DESIGNS ARE BASED ON THE FOLLOWING: DIA DIAMETER SCHED SCHEDULE ACTIVE PRESSURE (UNRESTRAINED): 35-60 PCF (DEPENDING ON SLOPE OF WALL ABOVE) 27. ANCHOR BOLTS SHALL CONFORM W/ASTM A307 OR F1554. BOLTS IN CONTACT W/ DLAPH DIAPHRAGM SIM SIMILAR ACTIVE PRESSURE (RESTRAINED): 60 PCF PRESSURE TREATED MATERIAL SHALL BE GALVANIZED IN ACCORDANCE W/ASTM A153, DWG DRAWINGS) 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 OTHERWISES ° . ° 1 CURED. W WIDE/WIDTH WWF WELDED WIRE FABRIC 0 2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. SPECIAL INSPECTIONS PROGRAM -APARTMENTS _ ESTABLISHED PER THE SPECIFIED BUILDING CODE AND LOCAL AMENDMENTS Otak TYPE OF WORK I PERIODIC (4A) CONTINOUS (4B) COMMENTS 1) SOILS: GRADING, EXCAVATION,AND FILL X IBC TABLE 1704.7 — Otak Architects, Inc. 2) CONCRETE: � -._ I 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: - •1��` G Pp�� SINGLE-PASS FILLET WELDS X5116" X IBC TABLE 1704.3 e 44.4 BRACING AND STIFFENING DETAILS X IBC TABLE 1704.3 47cat MEMBER LOCATIONS X IBC TABLE 1704.3 JOINT DETAILS AT CONNECTION _ X IBC TABLE 1704.3 r ma . ,.11111, � 5) HIGH STRENGTH BOLTING: I � r� p19 . BEARING CONNECTIONS X I I IBC TABLE 1704.3 D G. E� - _ !EXPIRES: 12/31/ Iq 8)WOOD FRAMING: .. INTERIOR AND EXTERIOR SHEARWALL NAILS i X IBC TABLE 1707.3 f 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 BG PROPERTIES COUPLING OF REINFORCING STEEL X PER ICC EVALUATION REPORT ADHESIVE ANCHOR INSTALLATION f X PER ICC EVALUATION REPORT LLC EXPANSION BOLT INSTALLATION X I PER ICC EVALUATION REPORT PROGRAM FOOTNOTES: chne Schneider Seider Smith 1 1. THE SPECIAL INSPECTOR SHALL BE A THIRD PARTY INSPECTOR APPROVED BY THE ENGINEER OF RECORD, THE IncEngineering, 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 !mum AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 1 "" W z 4. DEFINITIONS: 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. 5. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF INTERNATIONAL BUILDING CODE & LOCAL AMENDMENTS. a Cly W 0 wN H J Y � O W Z0 LL = 0 W � � w = � 0 w TITLE # DATE DESCRIPTION REVISIONS SB JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER SO02 ■ ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. Otak .......Aibil, „, _ ,. ..::., , ., Otak Architects, Inc. 808 SW Third Avenue, Suite 300 Portland, OR 97204 main 503.287.6825 0 Of www.otak.com • @N‘.� 5.3 5,4 5.6 5.7 5.8@ . 1 . 11 .1 G 1 N F� 4i 208' -6 112" or 'f' - t 33'-4114" 23'-5" 14'-3112" 19'-7" I3'- 10" 19'-7" 3'- 10" 19'-7" 14'-3112" 23'-5" 33'-41/4" r ~ ~ ``23'- 11/2" 10'-2314".....L... 10 -231413 -2114 -33/88 -911410'-0" 13'-2114' 10'-0" 13'-2114" 19'-41/4" 13'-2114" 10'-0" 13'-2114" 10'-0" 23'- 1112" .....1. 2718"- ri'll ' 2314" 1 `I 2314" I 2314" 1'- 1114"- r 2314""T �.46 '-2314" 9�Y/0G. 0.0.. 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INTERIOR Cl) J @ 18" EW., TYPICALFea iitCE 4„T.O.F.=-1'-4"TYP. @ EXT. U.N.O. t PATIOS Q Ll.l iirlcNl z CC 23'- 1112" 10'-0" 2 3/4" 13'-2114" 10'-0" 2314" 13'-2114" 1'- 1114" 19'-4114" 2 3/4" 13'-2114" 10'-0" 2�3t1r4" 13'-2114" 10'-0" 2314" $'-9114" 5'-31/4`3��' 13'-2114" 10'-2314" 10'-2314" 23'-1112" LU Z N-- O LL = 0 Q W Lt z 1 FOUNDATION PLAN - BUILDING 5(_ - H- Li- TITLE LTITLE # DATE DESCRIPTION APARTMENTS FOOTING SCHEDULE FOUNDATION PLAN NOTES APARTMENTS COLUMN SCHEDULE SYM SIZE REINF. COMMENTS FOUNDATION PLAN SYMBOLS LEGEND SYM SIZE I COMMENTS F1 1'-6"x0'-10"x CONT. (3)#4 CONT. 1. SEE SHEET S0.01 FOR GENERAL NOTES F2 3'-0"x3'-0"x0'-10" (4)#4 EACH WAY, BOT. 2. SEE SHEET S8.01 FOR TYPICAL FOUNDATION DETAILS NOT CilINDICATES THICKENED SLAB/FOOTING/ PIER, PER Cl (2)2x6 -_ SHOWN ON PLAN C2 (3)2x6 F3 3'-6"x3'-6"x0'-10" (4)#4 EACH WAY, BOT. - SCHEDULE. F4 4'-0"x4'-0"x0'-10" (5)#4 EACH WAY, BOT. 3. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS C3 (4)2x6 4. ALL ELEVATIONS ARE BASED ON A DATUM OF 0'-0"= SEE Cx INDICATES COLUMN PER COLUMN SCHEDULE. C4 6x6 F5 2'-0"x2'-0"xo'-10" (3)#4 EACH WAY, BOT. ARCH. F6 2'-0"x5'-0"x0'-10" (4)#4 EACH WAY, BOT. REVISIONS C5 6x8 _ 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS INDICATES HOLD DOWN LOCATION PER SHEAR WALL C7 (2)2x4 F7 6'-0"x6'-0"x2'-0" (7)#4 TOP&80T. W/(7)#4 TIES - SEE DETAIL 6/58.41 WITH ARCHITECTURAL PLANS PRIOR TO START OF HD PLANS AND ELEVATIONS C8 (3)2x4 F8 4'-6"x4'-6"x2'-0" (5)#4 TOP&BOT. W/(5)#4 TIES SEE DETAIL 6/S8.41 CONSTRUCTION C9 4x4 , F9 4'-0"x4'-0"x2'-0" (5)#4 TOP & BOT. (5)#4 TIES SEE DETAIL 6/S8.41 6. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS C10 (4)2x4 ; F10 8'-0"x8'-0"x2'-0" 1(9)#4 TOP&BOT.W/(9)#4 TIES SEE DETAIL 6/S8.41 -- NOT NOTED ON PLANS �llJTT4 INDICATES STEP IN TOP OF SLAB SB TDS F11 1'-8"x1'-4"x CONT. '(3)#5 TOP&BOT.W/#4 TIES @ 12"O.C. SEE DETAIL 10/S8.41 7. REFER TO LANDSCAPE AND ARCHITECTURAL PLANS FOR DRAWN BY CHECK BY F12 T-0"x7'-0"x2'-0" LOCATIONS OF ALL EXTERIOR LANDSCAPING, PLANTERS, -D"x2'-D" (8)#4 TOP&BOT.W/(8)#4 TIES SEE DETAIL 9/58.41 PERMIT SET DIVIDING WALLS AND WALLS AROUND BALCONIESINDICATES START OF SLOPE IN TOP OF SLAB I F13 141-0"x71-0"x2'-0" (8)#4 LONGITUDINAL TOP & BOT.W/(16)#4 TIES SE_E DETAIL 9/58.41 STATUS F14 31-6"x1-0"x CONT. #5 @ 12"O.C. EA.WAY 8. REFER TO CIVIL DRAWINGS FOR ALL FINAL GRADE ELEVATIONS 03.29.2018 F15 5' 9"x1' 2"x CONT. I#5 @ 12"O.C. EA. WAY 9. VERIFY ALL BOTTOM OF EXTERIOR FOOTING ELEVATIONS '---1 INDICATES STEP IN FOOTING. SEE DETAIL 6/S8.02 PROVIDE A MINIMUM 1'-6" FROST DEPTH. DATE 10. MAINTAIN ALL EXTERIOR GRADE A MINIMUM OF 8"BELOW 17154 TOP OF CONCRETE AT WOOD FRAMED AREAS 11. FOOTINGS SHALL BE CENTERED UNDER WALLS OR PROJECT NUMBER COLUMNS, UNO 12. PROVIDE SLAB CONTROL JOINTS AT 10'-0"O.C. MAXIMUM EACH DIRECTION. SEE 7/S8.01 S5m201 13. ALL LOAD BEARING WALLS SHEALL BE ATTACHED TO THE ■ SLAB WITH 3/4"DIA. x 8"ANCHOR BOLTS AT 48"O.C. U.N.O. ON SHEAR WALL SCHEDULE. 02018 OTAK,INC. If this drawing is not 24"x 36"it has been reduced/enlarged. Scale accordingly. 411 5 1 5.2 5.3�' 5.4� 5.515.6 5.7 15.8 5.9 .1 .11 1 112"GYPCRETE UNDERLAYMENT OVER 3/4" HUC28-2TF TO HUC68 W/MAX. I I I GLUED AND NAILEDT&G FLOOR OVER I I 5/S8.31,LEDGER,TYP.SEE I I I Otak Architects, Inc. NAILING, TYP. TYP, CANTILEVER MIN. 3 114"ACTUAL DOUBLE JOIST WI(2) THUCQ610-SDS, TYP. 808 SW Third Avenue, Suite 300 © BEAM TO EDGE THICKNESS DF LB28 TO LEDGER, 114"0x6" SDS SCREWS INTO © OF BUMPOUT, COMMERCIAL GRADE T&G 6 SEE 5/S8.31, TYP. EA. STUD AT STUD WALLS, 10 Portland, OR 97204 main 503.287.6825 10 58.22 TYP. DECKING (SIMPLE SPAN) S8.31 TYP. 58.214, T PCZ POST CAP, TYP. www.otak.com TV 4$, �HUCQ612 SDS, TYP. ' I DROPPED WY I- 1) . 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SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED 0 INDICATES WALL STUD FRAME PER WALL SCHEDULE. W Cn B10 (2)1 314x11 7/8 LVL C10 (4)2x4 KI/Vx) (Y PLAN. CD 0 w 611 (4)1 314x9 1/2 LVL A 6. A MINIMUM OF (2)2X STUD$SHALL BE USED BENEATH EACH B12 (2)2x12 DF#2 I {/////////////,,1 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/ BEAM/HEADER SHOWN ON PLANS,TYP. CO F-- B13 (2)2x8 DF#2 DROPPED I 7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT B14 (3)1 3/4x9 1/2 LVL CONTINUE BELOW THIS LEVEL. B15 (3)2x12 DF#2 • INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND * FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2188.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. ALL FASTENERS (NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE _ SYM 1 SIZE 7 TRIMMER I KING I COMMENTS j MARK 1 DESCRIPTION I 1ST FLOOR I 2ND FLOOR 3RD FLOOR 4H FLOOR I REMARKS -1 RETARDANT TREATED WOOD SHALL BE CORROSION REVISIONS H1 (2)2x8 DF#2� (1)2x6 1(1)2x6 I W1 EXTERIOR LOAD BEARING STUD WALL 12x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. I RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 H2 (2)1 314x7 1/4 LVL _I(1)2x6 (1)2x6 I W2 INTERIOR LOAD BEARING 6" STUD WALL 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. •2x6 DF#2 @ 16" O.C. I I 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR 1H3 (2)2x10 DF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 12" 0.C. 2x4 DF#2 16"0.C. 2x4 DF#2 16" 0.C. 2x4 DF#2 16" O.C. _ 1 FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS @ @ @ @ STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL H4 (2)2x6 DF #2 (1)2x6 (1)2x6 IW4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. '2x6 DF#2 @ 16" O.C. 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT SB TDS WALL I H5 (2)2x$ DF#2 (2)2x6 (1)2x6 AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY 1H6 (2)2x10 DF#2 (2)2x6 (1)2x6 15. SEE SHEET S0.01 FOR GENERAL NOTES, H7 (2)2x6 DF#2 (2)2x6 I(1)26 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT PERMIT SET SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 112" LSL, UNO. s5_202 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 (5. 1 J 5.2 *,.,,c.,,3 'S.4 ,5.5 5.6 5.7 + 5.5 5.9 5. 10 .11 .1\_______. 1 1/2" GYPCRETE UNDERLAYMENT OVER 3/4" HUC28-2TF TOT&G FLOOR SHEATHING LEDGER, SEE I HUC6$WI MAX. I I I GLUED AND NAILED OVER I 5/S8.31, TYP. I 1 I I Otak Architects, Inc. NAILING, TYP. TYP CANTILEVER MIN. 3 1/4"ACTUAL DOUBLE JOIST W/ (2) HUCQ610-SDS,TYP.© BEAM TO EDGE THICKNESS DF LB28 TO LEDGER, 114"0x6" SDS SCREWS INTO80$ SW Third Avenue, Suite 3p0 6 10Portland, OR 97204 _ OF BUMPOUT, COMMERCIAL GRADE T&G SEE 5/S8.31, TYP. EA. 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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 5YM 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 I W1 EXTERIOR LOAD BEARING STUD WALL j2x6 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. 2x4 DF#2 @ 16"O.C. FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H4 (2)2x6 DF#2 O 1 2x6 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. STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL I @ @ 14. 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NAILING, TYP. r:1-- FOURTH FLOOR FRAMING PLAN - BUILDING 5 _ _ _ - _ M0- s5-2.04 118" = I-0" I- Ce Z Q Q APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES a SYM SIZE POST COMMENTS SYM I SIZE COMMENTS I SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO c B1 (3)1 314x7 1/4 LVL Cl _ (2)2x6 pi 11 718"TJI 110 Bx INDICATES BEAM PER BEAM SCHEDULE. CZ Q B2 (4)1 314x11 7/8 LVL C2 (3)2x6 rPLAN AS'DROPPED'.J2 11 7/8"TJI 210 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. W CO B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 IJ3 2x12 DF #2 Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. J �WN O B4 (3)1 314x11 7/8 LVL C4 6x6 IA 2x8 PT DF#2 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TO N J € GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE W Z LL B6 2x12 DF#2 C5 6x8 IJ5 9 112"TJI 110 MANUFACTURER. 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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 I MARK DESCRIPTION 1ST FLOOR 1 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS I RETARDANT TREATED WOOD SHALL BE CORROSION H1 (2)2x8 DF#2 (1)2x6 (1)24 I W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.0 2x6 DF#2 @ 16" O.C. I RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR H2 (2)1 314x7 114 LVL (1)2x6 (1)2x6 I I W2 INTERIOR LOAD BEARING 6" STUD WALL 2x6 DF#2 @ 16" O.C. 2x6; DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. '2x6 DF#2 @ 16" O.C. I FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H3 (2)2x10 DF#2 _ (1)2x6 (1)2x6 I I W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12" 0.C.- I2x4 DF#2 @ 16"0.C. 2x4 DF#2 @ 16" 0.C. 2x4; DF#2 © 16" 0.C. I STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL H5 /(2)2x8 OF#2 (2)2x6 (1)2x6 I INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16" O.C. - 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. SB TDS H4 �r (2)2x6 DF#2 (1)2x6 (1)2x6 W4 14. PROVIDE 314"MAX. CEMENTITIOUS FLOOR UNDERLAYMENT 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)2x6 I 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT PERMIT SET SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 2 0 4 21. RIM BOARD TO BE 1 1/2" LSL, UNO. s 5- 22. 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R i OFTR c.SES 1 - i KE-1 _ 1 I. V �IN -' � � � IF T (9� 58.32 PROVIDE DRAG TRUSS - T TRUSS BLKG. @ 24" O.C. - 3 OVER ALL SHEARWALLS 1 _ Nr. _ 1 I 38.31 I AND DESIGN FOR 300 PLF iI I I - _ TfP. DRA 3 FORC E, TYP. C1 \ <1' ..>_._\ �c. ` "' C1 /C111 ��--� \C1}\ lC1 C1 > ii ✓-� // \/ / I U . v yl ✓\ _ �C TYP. i '--- rill ii r .--- {- --V --.,�-. ,,,. � I Ir . . `- __ ,..,, ,., i� �. - ----- - - - - �~ - i I� .,, �• H1 \ ;� 1 H1 H1 //; i 1 H1 . .1,\, \H1 i/ ;r, , 1 � � H1 H1 �141 111 ill _ _ NI._ 7 - 1 o-� • '_ I CO Co_ �---� - m l in -f - Y//// ////� ---. � •. !! • .-____ ____. TTJTJ//J _- -._-.- -^ JJ,v/J/A-------- - -- W -_ - -. .- _.. --._ CO �14� yf6R ---._ - 1,,,,1,1„Ill/llllllr - - -.----__- „ - ____ 5. --H2 I ® J3 c@ 2' 0" ® /Uy1 H2 J3 @ 2'-0" j H2 H2 • J3 @ 2'-0" H2 ® J3 @"1-2' -0" _41 ® H4 CI i_ • B12 B7 S8.31 FI-31-21 . I E7 © U) HUC212-2, TYP.- 10 V♦HHUS5.50/10 TYP.- S8.31 U)F TYP. 1417 S8.31 TYP. �nn TYP. Trp HIGH Z V LUS210, TYP. - -/ PCZ POST CAP, TYP. WI z M0 J 1 ROOF FRAMING PLAN - BUILDING 5 S5-2.05 118" = 1'-0I! Ce m Q ' APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN ROOF FRAMING PLAN NOTES Q 0 ,J Cl- SYM SIZE POST COMMENTS SYM SIZE COMMENTS SYM _ SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. ROOF FRAMING TO BE PRE-MANUFACTURED TRUSSES @ 24" �nn B1 (3)1 314x7 1/4 LVL Cl (2)2x6 J1 111 7/8 TJI 110 OC. TYP, UNO. V B2 (4)1 314x11 7/8 LVL C2 _(3)2x6 J2 ;11 718"TJI 210 Bx INDICATES BEAM PER BEAM SCHEDULE. 2. DESIGN ALL FLOOR AND ROOF TRUSSES FOR THE LOADS Q u Cr) Z INDICATED ON SHEET S0.01. Y N B3 (1)1 314x11 7/8 LVL C3 (4)2x6 J3 12x12 DF#2 _ Hx INDICATES HEADER PER HEADER SCHEDULE. J _ N 3. REFER TO MECHANICAL_DRAWINGS FOR MECHANICALC B4 (3)1 3/4x11 7/8 LVL C4 6x6 J4 2x8 PT DF#2 N L� _ _... __.._ .. . GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS EQUIPMENT FASTENED TO BOTTOM OF TRUSSES OR I]] d7 Q B6 2x12 DF#2 __ _ C5 6x8 J5 9 1/2"TJI 110 _ MANUFACTURER. SUPPORTED ON TOP OF ROOF. __ D Et N B7 1(3)1 3/4"x1141/4"LVL C7 1(2)2x4 J6 2x8 DF#2 4. INTERIOR BEAMS ARE FLUSH WITH FRAMING UNO ON PLAN L._ INDICATES COLUMN PER COLUMN SCHEDULE _ LL B8 .5 1/2"x11 EXTERIOR GRADE GLULAM C8 (3)2x4 AS'DROPPED'. B9 5 1/2"x9 1/4"EXTERIOR GRADE GLULAM C9 4x45. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. 0 LL B10 (2)1 3/4x11 7/8 LVL I C10 (4)2x4 CWx' INDICATES WALL STUD FRAME PER WALL SCHEDULE. TYP, UNO. 0 B11 (4)1 3/4x9 1/2 LVL 6. * INDICATES BEAMS THAT SUPPORT MORE.THAN TWO = 0 Q B12 {2)2x12 DF#2 T FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE d" 0 0 B13 (2)2x8 DF#2 I DROPPED �'/////////////� INDICATES BEARING WALLS, TYP. SEE SCHEDULE. PROTECTION PER ARCH. CO 7. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP B14 (3)1 3/4x9 1/2 LVL PLATES OF WALL UNO. SEE SHEET 1/58.21. B15 (3)2x12 DF#2 INDICATES OVER FRAMING. 8. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED TITLE ON PLAN. INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH # DATE DESCRIPTION * FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE GIRDER!BEAM/HEADER SHOWN ON PLANS,TYP. FIRE PROTECTION PER ARCH. 10. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 5!4 11. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE-WOOD STUD 12. SEE SHEET S0.01 FOR GENERAL_NOTES. - 13. SEE SHEET S8.31 FOR TYPICAL FRAMING DETAILS NOT SYM SIZE TRIMMER KING COMMENTS MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS SHOWN ON PLAN. H1 (2)2x8 DF#2 (1)2x6 (1)2x6 W1 EXTERIOR LOAD BEARING STUD WALL 2x6 OF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 OF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 14. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. REVISIONS H2 (2)1 3/4x7 114 LVL (1)2x6 .(1)2x6 W2 INTERIOR LOAD BEARING 6"STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2@ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 15. CONTRACTOR SMALL VERIFY ALL DIMENSIONS AND DETAILS 11111 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. WITH ARCHITECTURAL PLANS PRIOR TO START OF lv/ - CONSTRUCTION. Ark H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16"0.C. 2x6 DF#2 16"O.C. 2x6 OF#2 16"O.C. 2x6 DF#2 16"O.C. - WALL @ @ @ 16. SEE ARCHITECTURAL DWGS FOR ALL DIMENSIONS, ROOF SB TDS 58.32 H5 (2)2x8 DF#2 (2)2x6 (1)2x6 SLOPES, HEEL HEIGHTS, OVERHANDS,AND ELEVATIONS NOT DRAWN BY CHECK BY �, w H6 (2)2x10 DF#2 (2)2x6 (1)2x6 NOTED ON STRUCTURAL DWGS. o @I H7 I(2)2x6 DF#2 (2)2x6 (1)2x6 I 17. SEE SHEAR WALL PLANS FOR LOCATIONS OF OSB PERMIT SET - -'I ; 10 SHEATHING AND OTHER SHEAR REQUIREMENTS. STATUS , 1 18. PROVIDE ROOF TRUSS OVER ALL SHEAR WALLS PARALLEL 03.29.2018 5.B 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 I W/10d @ 6"O.C. EDGES, 12"O.C. FIELD S5-2 . 05 2 ELEVATOR ROOF FRAMING PLAN - BUILDING 5 ©2018 OTAK, INC. S5-2.05/ 1/8" �� if this drawing is not 24"x 36" it has been reduced/enlarged. Scale accordingly. Otak 5. 1 52 5.3 5.4 5.55.6 5.715.8 .9 €•-"--Ti €D11 . 1 00 \5• 0 I 1 I I 1 I I I I I I I Otak Architects, Inc. 808 SW Third Avenue, Suite 300 Portland, OR 97204 NO EXTERIOR SHEAR WALLS main 503.287.6825 THIS ELEVATION www.otak.com I I I I -- I I I I I I I I l • - 113 PRO,cf ' I � _ _ - - - _ _ - - - t. te r 444 Ii iI I I !� I C • I n_ .._ .._,_. , r_i UP- r�> I: _,; I I I I EXPIRES: 12131/ ICI 1 - - 3-29-2018 _ _� � • I � �.� ' � STAMP o. o . I • • • 1 I 't I --eV\ j Thj I n-1.1- -,r di „..,____ u , • j.,--„,:-.. s1 �.�. I _ DBG O P E R T I E S ti • .I i,, .1.- - 1 ( ��I I 1 t 7' I , I 1in, 'i / 7 m -I . ' I LI I i ' .,.___ '. II . ... 111M1111•51111MMIIIIIIIIIIMIIIIMMINIIIIMII--- -06- ...111rLi- .' -- - Imo I I A I I A I I I O I u O I Schneider !, AItaEneyat I Tip- ,, , 1 ,, 1 1 ,. ,. , „ O Smith S5-4.01 2 I O AO r I 1 S5 4.01 ak eng��."9. � _ _ o o � r _ o _ o o _ _ _ o _ o "e5.C - _ -7 I 3141 WALNUT STREET, STE. 203A - L I / .. ` L DENVER, COLORADO 80205 - i �� 720.904.1234 www.essdenver.com �� _ 1 .,_t11 ` - I ,_- I d ,1 I JI. ;iCONSULTANT • L• � I -J I . fd . r L I'�[1- __ Iq ` I - I] O I EC: O � o :I - i (-_-- --:°1 / � i)N 1 UPS - 7 5.D -1--sa- . - - t, ___ _ _ _ „ _ -- Li , NO EXTERIOR SHEAR WALLS01) THIS ELEVATION Im Z W 0 SHEARWALL PLAN NOTES Z • 1 TYPICAL SHEARWALL PLAN - BUILDING 5 _ _ _ _ I- 0 XS5-3.D1 1/8" = I-0" 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEARCe -j WALL SCHEDULE. 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X a CO MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. Om i 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL 0 BE 1-5/8" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS 111‹ SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. I2 Q 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" -- FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND i2Ci- Fy=100 KS1 (8d). CIa jCr) 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. J N PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OF N N Q PLATE. 6. WHERE 10d NAILS ARE SPACED AT 3" OR LESS ON CENTER D AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS Um I 0 �/ ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM Q 1__L OF 3x OR 2-2x LLII U) cc Q 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF UJ THE WALL, STAGGER THE PANEL JOINTS ON THE WALL = CO STUDS. 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR 11 ti (- WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE TITLE LOCATED AT LEAST 3/8" FROM EDGE OF PANEL 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD # DATE DESCRIPTION DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET S8.41 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING WALLS. 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF SYMBOL LEGEND: SHEARWALL PLAN THE WALL. 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. INDICATES SHEAR WALL. 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT INDICATES SHEAR WALL TYPE AND ELEVATION BOUNDARIES AND CHANGES IN FRAMING. O NUMBER AT INTERIOR SHEAR WALLS. SEE SHEAR 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR WALL ELEVATION SHEET. SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION. REVISIONS 15. 6d COOLER NAILS SHALL HAVE 3/8" HEAD & 1-7/8" LONG. 8d COOLER NAILS SHALL HAVE 9/32" HEAD & 2-3/8" LONG. FIRE WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH APARTMENTS SHEAR WALL SCHEDULE CONDITIONS. SB IDS 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 WALL 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 WALLAS ELEVATION STATUS SYMBOL. 17/16" PLYWOOD 8d 6" 12" 32" 10d © 6" O.C. 16d @ 6" O.C. N/A 3/4" DIA. @ 48" O.C. YES 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 03.29.2018 7/16" PLYWOOD 8d 4" 12" 18" 10d @ 6" O.C. 16d @ 6" O.C. 24" 3/4" DIA. @ 48'10.C. YES ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. DATE 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE 17154 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 \d 7/16" PLYWOOD 8d 2" 8" 12" 10d @ 6" O.C. 16d @ 3" O.C. 12" 3/4" DIA. @ 36"O.C. YES USE (2)2x @ EA. SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE �j VERTICAL SEAM WASHER SHALL EXTEND TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING- S 7/16" PLYWOOD (BOTH 8d 4" 12" 12" 10d @ 6" O.C. 16d @ 4" O.C. 6" 3/4" DIA. @ 36" O.C. YES USE (2)2x @ EA. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL. s5.30i SIDES OF WALL) VERTICAL SEAM STAGGER PLATE WASHERS. ■ ©2018 OTAK, INC. NOTE: ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE - SHEAR WALL IN SCHEDULE ABOVE. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. .D, 5.C� 5 B , 5.A; 5.A 5.B 5.C 5.D/ SHEARWALL PLAN NOTES Otak . ._____., 0.0ife-44 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR _,. L WALL SCHEDULE. 2. ALL FRAMING AND BLOCKING SHALL BEA MINIMUM 2X Otak Architects I I I I I I I I MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED Inc. FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. 808 SW Third Avenue, Suite 300 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL Portland, OR 97204 CS16 TOP & BOT. OF CS16 TOP & BOT OF BE 1-5/8" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS main 503.287.6825 OPENING FROM CORNER TO OPENING FROM CORNER TO SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. www.otak.cam / I CORNER, ATTACH TO BLKG. 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" I I I CORNER, ATTACH TO BLKG. I FOR 8d NAILS W/YIELD STRENGTHS OFF =90 KSI (10d)AND - I BETWEEN STUDS ll BETWEEN STUDSY )/ /,-/ vy/ Fy=100 KSI (8d). 19 PROF r . �, / ' _ . 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. ��-j�� , I N // PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OF �� ' F r _ ..-_- - - _ R1 ROOF — - - -- - _ _ - - - -- -- T . •,� - — ROO� PLATE. � . g7 �' R1 li �i_ _ - • . --- --I� „ /� 6. WHERE 10d NAILS ARE SPACED AT 3"OR LESS ON CENTER I �� %/� j AND PENETRATE INTO FRAMING MORE THAN 1 518", NAILS , r ' 1 Ifr ! vir ! • IT>, I. I V NO HOLDOWNS ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM P "` ' NO HOLQOWNS ;/ I OF 3x OR 2-2x ,',/.//////,/ _ 7/ -. 7. F ,riAr.'f' WHERE THE SHEATH NG iS REQUIRED ON BOTH SIDES �� t, 0N�` , i//�` 4TH FLOORlii , �' i!%% 4TH FLOOR THE WALL; STAGGERTHEPANEL JOINTS ON THE WALLO „ -_ ' ,r� - ! :I-_ STUDS. MIES: 1 %/�/ j 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR 3-29-2018 >' / \ WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE CS16 TYP. v �,y ryy ./ ''Ji '�Jr 7STAMP 7 PANEL EDGE NAILING INDICATED EDGE NAILS SHALL BE - .. . - CS16, TYP. LOCATED AT LEAST 3I8" FROM EDGE OF PANEL \- 1=_ 1 C� j - 9 WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD r /� zAr - ' �. 3RD FLOOR n - , lt �!, w 3RD FLOOR DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET 58.41 l J j-i ,r AWAIr v — !• Z 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS „ / ►/ �' / '(1, /p CAUSED BY INTERSECTING WALLS. DBG PROPERTIES • v %v 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION LLC L ! -(2)CS16, TYP. . I = `i/ -(2) CS16, TYP- FULL EXTENT OF WALL BETWEEN CORNER OF APPLIES TO • / ._ I THE WALL. ..._ �� - 21S841, TYP. - 21S841, TYP. _12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM - - - - I®-- s/SAMA 404," / • ® _..:_:/MC, - .1/171: - - � 2 D F OOR gip; A► 2ND F OOR PLATES AND BLOCKING �► �4 - -----. . - - ""- ,.'F."' --1"107" --Hi• • .1 .: - :•• r \ ' 7�� 13. 24 AT Enayat - ��... �.... -. - ® �� - . �. _ MINIMUM SHEATHING DIMENSION SHALL BE " 1�' Z i BOUNDARIES AND CHANGES IN FRAMING. Schneider 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR ES"g nelemw `, . � SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION. 3141 WALNUT STREET, STE. 203A ., lereVi. �� DENVER, COLORADO 80205 . , :V/-77 -..,_ .. _ . _�. 2, _ - .-, , . 15. 6d COOLER NAILS SHALL HAVE 3I8" HEAD & 1-7I8 LONG. $d / �� /� / /��////�/ ��//�/�/�� . ! Foundation COOLER NAILS SHALL HAVE 9132° HEAD &2-3/8" LONG. FIRE 720.904.1234 www.essdenver.com Foundation I _— WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH CONSULTANT 16\ 7 '6 7 , CONDITIONS. S8.41 S8.41 HTT5 OR STHDI4,TYP S8.41 S8.41 ---HTT5 OR STHD14, YP 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d COOLER NAILS AT GYPSUM SHEAR WALLS, 1-114"TYPE 'W' OR 'S'. 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION SYMBOL- ' ,' '- 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 1 EAST - BUILDING 5 ( 2 WEST - BUILDING 5 ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. S5-4.01 / 1/8" = I-O" 5_-_,4_ :):1. ' 1/8" = 11-0" 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE WASHER (CONFORMING TO THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE ROOF SHEAR WALL S ROOF SHEAR WALL WASHER SHALL EXTEND SIDETO WITHIN SHEAR1/2OTHE EDGE HF THE. SHEAR WALL _S_ ROOF BOTTOM PLATE ON THE WITH WALL SHEATHING. CALLOUT, SEE CALLOUT, SEE -- CALLOUT, SEE WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, SCHEDULE. TYP. SCHEDULE. TYP. SCHEDULE- TYP STAGGER PLATE WASHERS. V - 1 .i 71 i- CS16, TYP - CS16, TYP NO HOLDOWNS _Iiiii_ LEVEL 4 = LEVEL 4 - o_ 4 LEVEL 4 - _ [ 1 _S_ - = -,--- CO z \3 0 73 ~ 0 CMSTC16, TYP (2) CS16, TYP -- CS16, TYP Z [ S WD i!!i-ii, LEVEL 3 �� LEVE{.3S LEVEL 3 _1 f [ J CO 2 iI- \4\ \/ \4! Ce CMSTCI2, TYP CMST14, TYP /- (2) CS16, TYP z -- Q 0 V/1-[4LEVEL 2 LEVEL 2 LEVEL 2 1 CL SEE 2158.41 Cl)I- _4 cc w 4 �� 4! V♦ _..J HDU14, TYP. ---- HDU11, TYP. .- ::: ::4l Ct0 . 1 c(" 11 _I SEE1015841 SEE 61S841 W Z d7 Q 10/S8.41 101 S8.41 D f SHEAR WALL ELEVATION TYPE A C SHEAR WALL ELEVATION TYPE B /C-- SHEAR WALL ELEVATION TYPE C 1,1„, I 0 N _ ' A� __-) W W � Q = w CI _ I- j cn ROOF SHEAR WALL � ROOF _ -- SHEAR WALL � ROOF SHEAR WALL TITLE -j CALLOUT, SEE CALLOUT, SEE CALLOUT, SEE # DATE DESCRIPTION SCHEDULE. TYP. SCHEDULE. TYP. SCHEDULE. TYP. 1 ' l V NO HOLDOWNS NO HOLDOWNS -- CS16, TYP / LEVEL 4 -,-- S LEVEL 4 - -_ _ /.` LEVEL 4 �/ [4 72 CS16, TYP - NO HOLDOWNS - (2) CS16, TYP 'S LEVEL 3S LEVEL 3 _ _ ___ _ _ LEVEL 3 r REVISIONS It 1 WVSB TDS (2) 0516, TYP (2) CS16, TYP /- CMSTC16, TYP APARTMENTS SHEAR WALL SCHEDULE DRAWN BY CHECK BY MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM DR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @ REMARKS 1i DBL. TOP PLATE OF SHEAR WAL ALL PANEL PERMIT SET 4 LEVEL 2 - - LEVEL 2 ._ LEVEL 2 EDGES STATUS - I EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR W 7/16" PLYWOOD 8d 6" 12" 32" 10d @ 6" O.C. 16d @ 6" O.C. N/A 3/4" DIA. @ 48" O.C. YES 03.29.2018 4 \4/ \.4 - W 7/16" PLYWOOD 8d 4" 12" 18" 10d @ 6" O.C. 16d @ 6" 0 C. 24" 3/4" DIA. @ 48" O.C. YES DATE �/ - HDUS, TYP. HTT4, TYP. - HDU8, TYP. 317154 7/16" PLYWOOD 8d 3" 8" 16" 10d @ 6" O.C. 16d @ 4" O.C. 24" 3/4" DIA. @ 48" O.C. YES PROJECT NUMBER E0 E \4/ 7/16" PLYWOOD 8d 2" 8" 12" 10d @ 6" O.C. 16d @ 3" D.C. 12" 3/4" DIA. @ 36" O.C. YES USE (2)2x @ EA. SEE 6158.41 SEE 6158.41 SEE 6/S8.41 VV VERTICAL SEAM _ 101 S8.41 101 S8.41 10158.41 1D SHEAR WALL ELEVATION TYPED SHEAR WALL ELEVATION TYPE E r SHEAR WALL ELEVATION TYPE F 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. F SIDES OF WALL) VERTICAL SEAM s 5_4 . 0 1 f4-f ©2018 OTAK, INC. NOTE: ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE\;/ SHEAR WALL IN SCHEDULE ABOVE. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. a MAILBOX BEAM SCHEDULE / SYM SIZE POST COMMENTS MB1 HSS6X4X114 g Otak Architects, Inc. 808 SW Third Avenue, Suite 300 S7-2.01 MAILBOX JOIST SCHEDULE Portland, OR 97204 main 503.287.6825 SYM SIZE COMMENTS www.otak.com 0 .. It & MJ1 '2x12 DF#2 , r 'Cif '411F Vas ' gyp PROF . 1 18" DIA. x3' 0" PIERVV/ (6)# • � .,-; - - e 20'-0" C. . �' �F 5 VERTICAL AND#3 TIES @ 8 p,, r cac , at _ 37-2.01 12"O.C. 37-2.01 a B6 J ' / TYP. , . DOUBLE JOIST ---- --• SUR/L210 HANGER, TYPICAL �"` / . A A A A A r 16,10 G 503., 5" WI#3@ 16" 41111P I [EXP1RE5: 12/3T! I O.C. EACH WAY l J ° d I 1 5" SLAB-ON-GRADE W/#3 @ o �rj I > I 16" E.W. PREPARE I 0 3-29-2018 �� e I I SUBGRADE PER THE SOILS I STAMP JP .i> 4" STD PIPE, TYP. 1 > 1 REPORT n DBG PROPERTIES .. 4/11:0)9r 2� '` S7-2.01 LLC 74,ey,•4 -,, -• DOUBLE JOIST ,►idie VEnayat 111h- Schneider L LUS21a HANGER, TYP Inc. /3' TRASH ENCLOSURE FOUNDATION PLAN Smith r�� Engineering, L- S 7-2.01/ 1/8" = 1'-0" 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904 1234 www.essdenver.com CONSULTANT �. 1-*i-- MAILBOX FOUNDATION PLAN 2-- MAILBOX FRAMING PLAN -2.01/ 1/8" = 1'-0" -2.01 1/8" = 1-0" ,,„„__ 112„ EXP JOINT GUARDRAIL BY OTHERS ---- SITE PAVING. SEE CIVIL /77 T 6". 2'-6"VERIFY W/LANDSCAPING 6". :4(7-rv' mil N.NOTE: GALVANIZE OR OTHERWISE PROTECT — ■ : 7''.(1.7 NOTE: MIN. MASONRY COMPRESSIVE 7 '_: - ,--�' j ALL EXPOSED STEEL. 4•°/ // / ' a STRENGTH = 2,000psi > .- _ W/ O C 8" CM AL . X� \ /' MIN. MORTAR COMPRESSIVE "1� C� STRENGTH = 1,900psi @ 28 DAYS mil PIPE COLUMN. SEE PLAN ”- } BOND BEAM T&B OF (3) #3 TIES @ 3"O.C. 1 d \f MINI GROUT COMP. STRENGTH = • -. s� WALL WI(2)#4 CONT. �� }!� I I SLOPE TO DRAIN L ��`� TYP. BOND BEAM W/(2)#5 T&B #5 @ 8" O.C. 3,OOOpSI @ 28 DAYS I } > EXTERIOR PAVING, SEE ARCH �� ' „x__<(\/...:\\.\ ��,\� . AND @ 4'-0" O.C. �2n CLR. > I :\tul 1/2" EXPANSION MATERIAL /\' > F x < M L 2 c: i� SLAB, SEE PLAN X )� . - ,�:. q 4 •= 10- 7in •a X��\��\/ \\\�/�x 112" DIA. x16" STAINLESS STEEL i-- a _. ) ��/\ x < ALL-THREAD W/3" EPDXY EMBED 4 8" CMU GROUTED SOLID 1/2" EXPANSION MATERIAL 7 - BOND BEAM W/{2) #5 CO \A_,_., _ >'� IN CMU {SIMPSON AT-XP), TYP. (fm = 2000 psi) } CONTINUOUS @ 4" O.C. #5 SLAB W/#3 16" O.0 �� I (_'_",', < EA END , EA. SIDE@ �\\ .\ ,.,. I I � EA. WAY /�// . , a • d''/�\/ K > x <\� CAST IN PLACE 4" CONC. SPLASH ^Y :Af -- I ° z <.• .'' / PAD WI 6x6-W2.1 xW2.1 WWF, SEE -- :a . //F,77/7 z W 41 I`. . . '�` CIVIL FOR SIZE & LOCATION , \ • - R r\\�` \� 112" DIA. x 3" HAS @ 12" > x < - _ • . ,//,/ /,/ M • 6" CMU GROUTED SOLID z_ #5 DOWEL x �"� �---- = w •I O.C., STAGGERED, EA. x X co 4'.. 4 d 4 FACE OF COLUMN / >' W/#4 @ 32" O.C., TYP. @ 8" O.C. ,a��: d' Lu I O E y. _,— c s K r - • d ',r - " -r (3) #4 CONTINUOUSCe Lu s :• #4 @ 2' fl" O.C. o 114"CAP PL 6.. ,; , 6.. NHI 4 : •] ` 4 ° • _ <IC H— .'I I t , fir• ► 41 �7. t _ _ -`h -1 -' •p, :-. #4 DOWEL TO MATCH WALL Q - + ° REINFORCEMENT W/STD. 121 -:- a. ° , d HOOK ALTERNATE HOOK a •. SEE PLAN FORio '= d �. 4 2'_6" DIRECTION �/ `° .• REINFORCING ' • ' e 4/f.�/j ^a . `a' ° 1) Et UJ LL . „ . rz _ p Ffco D L SEE PLAN #4 @ 24"O.C. 4" HOOK, TYP. k. 4' 0" (5) #4 CONT. Y N I— il (5) #4 CONT W z °' = ( 5 .) LIDIA PLANTER 6 SITE RETAINING WALL � TRASH ENCLOSURE DETAIL „�Z 0 Ct 4 MAILBOX FOUNDATAION i ❑ 1— S7-2.01 1" = 1'-0" �s7-2.01 ' 1" = 1'-0" S7-2.01 3/4" = 1'-0" ` S7-2.01 • 1" = 1'-0" .0 U? W tii= TITLE NOTE: FRAMING ABOVE NOT HSS BEAM BEYOND, SEE PLAN SHOWN FOR CLARITY # DATE DESCRIPTION ROOF SHEATHING, SEE MP- PLAN MITER WELD TYP. TYPICAL ROOF EDGE CORNERS 1/4 NAILING, SEE PLAN A F A - HSS BEAM, SEE PLAN / , I 2x FASCIA W/ (3) �� - - - -- 10d NAILS - - 1 `\+\I— A35 @ 24" O.C. I - - - A 1' I\ /: REVISIONS -401 - I L4x4x1/4 @ 4'-6" O.C. MAX. SLAB REINF, SEE PLAN 1/4 _A/4___ FOR WOOD SCREEN -�\/- I CONNECTION ANGLE BEAM, EXTERIOR PAVING, SEE CIVIL Author Checker l�II SEE PLAN ffDRAWN BY CHECK BY 2SECTION A-A I SLOPE. SEE ARCH. g JOISTS BLOCKING BAN / B�/ -_"N B d\./-- w PERMIT SET -------le % l ! V-" i H2.5A BOTH SIDES / I 114[4— T O SLAB , STATUS OF EA. JOIST Fi - 1 , . ,• • a� - • . ......., ., SEE ARCH 1 A 10d TOENAIL CAP PL1/2"x5"x5 a a - �' WOOD SIDING, @6" O.C. d • ' - �.• a ° ° .� .• 4 � . D3.29.2018 HSS BEAM, SEE ARCH. 114 / / / / ` ' , �- co DATE SEE PLAN PIPE COLUMN, ..>\ \\/ :� ,: --•$7/ <>/>(/ ) 97154 3x PLATE W/0 157" DIA. - - SEE PIAN PL318"x4 112"x4 112" \�� \g\ �� PROJECT NUMBER STAGGEREDPAF @ " •C., i t @ ANGLE /./.. // ' / �/ ATTACHMENT (2) #4 CONTINUOUS \ ./` .-;/\/-1- • - - PIPE COL., \ /\\,\\X \ S7.201 SEE PLAN SECTION B-B ■ ©2018 OTAK, INC. 1 8 / DETAIL 9 MAILBOX COLUMN/ BEAM CONNECTION (io EDGE OF TURNDOWN SLAB -2.01/ 1" = 1'-0" s7-2.01 1" = 1'-0" s7-2.o1 1" = 1'-0" If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. 1w Otak UJ ADDITIONAL VERTICAL BARS U Z z o - 1 1/2" t =' CONCRETE WALL, 1 112" g o " 5 SEE PLAN FOR SIZE & CLR. CLR- co c� 0 NOTES REINFORCEMENT \ - / i•- / #5 BARS AT 12" O.C. Otak Architects, Inc. 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS 1 "_ a-+�" �. - w 16" - 16" 808 SW Third Avenue, Suite 300 AND NORMAL WEIGHT CONCRETE. LENGTHS ARE IN INCHES. q _ d '' ° • Portland, OR 97204 TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR UNCOATED BARS D • •" • main 503.287.6825 L ngths� (In.) per Concrete Strength (psi) 2. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL -a - ° • _ _ Q _ ' WWW.otak.corn 3000psi 4000psi 5000 psi ELEMENT, CONCRETE COVER,AND THE CENTER-TO-CENTER SPACING �'�� r f '� 4 ° A "L„ (3) #5 AT EACH SIDE OF OPENING p OF THE BARS,ARE DEFINED AS: / 1 _ —. - TopBars Other Bars TopBars Other Bars TopBars Other Bars / z BACKER ROD&SEALANT Bar Lap v 112"0 SMOOTH BAR x 5'-0" M iD PROff'' Size Class Case 1 Case 2 Case 11 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1I Case 2 BEAMS OR COLUMNS: LONG W/ONE END NOTE: TOP AND BOTTOM BARS TO 1� I N ,�j A 22 32 17 25 19 28 15 22 17 25 13 19 CASE 1: COVER AT LEAST 1.0db AND C-C SPACING AT LEAST 1.0db 1F GREASED, MATCH F- CONTINUE THRU JOINT. DO NOT �~ (2)#5x4'-0" DIAG. C. �' F . HORIZONTAL BAR _ OPa ING 2"CLR �, #3 B 28 42 22 32 24 36 19 28 22 33 17 25 STIRRUPS OR TIES ARE PROVIDED THROUGHOUT LENGTH OF SPLICE LAP BARS WITHIN 4'-0'OF JOINT. TYP BARS AT EACH cir , 8• t' - A 29 43 22 33 25 37 19 29 22 ` 33 17 26 NOT LESS THAN THE CODE MINIMUM SPACING, OR COVER AT LEAST __ SPACING WALLS 8" THICK OR LESS -- —.. / CORNER �••. 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 NOTulm db= DIAMETER OF BAR 1 1/2"_ f � A 36 54 28 41 31 47 24 36 28 42 22 32 PROVIDED. B '/ CLR.z�' 1 112" --� .-- r • i 4 . T��:�' #5 CASE 2: COVER LESS THAN 1.0db OR C-C SPACING LESS THAN 2.0db CONCRETE WALL, ADDITIONAL VERTICAL B 47 70 36 54 40 60 31 47 36 54 28 42 •diSEE PLAN FOR SIZE & CLR. BARS EACH SIDE OF JOINT 'Q , A 43 64 33 50 37 56 29 43 33 50 26 38 3. USE CLASS"A"WHERE 50% OR LESS OF THE BARS ARE SPLICED No. 3 THROUGH No. 8 REINFORCEMENT . \ -- 7� G. *• • A 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 "' -� - - - No" 9, No. 10 AND No 11 _, _ o DM_ RES: 12/31/ ICI #7 A 63 94 48 72 54 81 42 63 49 73 37 56 OF THE BARS ARE SPLICED AT ONE LOCATION" 2 1/2" MIN. 6db .^ • t -( " -� • • � B 81 122 63 94 70 106 54 81 63 94 49 73 �I No. 14 AND No. 18 ` ' `�' @ "L"5. 12" NO ADD'L ' 3-29-2018 A 72 107 55 82 62 93 48 71 55 83 43 64 4.ACI318 DOES NOT ALLOW TENSION LAP SPLICES OF#11 TO#18 v ° - ` ° :. ° '• 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 .„ " 3'-0" STAMP A 81 121 62 93 70 105 54 81 63 94 48 72 TENSION DEVELOPMENT LENGTHS. + ° d • TYP. B 105 157 • 81 121 91 136 70 105 81 _ 122 63 94 5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF �� , 1A. - #10 A 91 136 70 105 79 118 61 91 70 105 54 81 CONCRETE CAST BELOW THE BARS. is / z T BACKER ROD & SEALANT • L B 118 177 91 136 102 153 79 118 91 137 70 105 1/2"3 SMOOTH BAR x __ .. RECTANGULAR OPENINGS W/ "L" GREATER THAN 12" DBG PROPERTIES A 101 151 78 116 87 131 67 101 78 117 60 90 6. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE D=FINISHED INSIDE 5'-O" LONG W/ONE END co NOTE: TOP AND BOTTOM BARS TO -- #11 GREASED, MATCH LLC B 131 196 101 151 113 170 87 131 101 152 78 117 TABULATED VALUES BY 1.3. BEND DIAMETER F CONTINUE THRU JOINT. DO NOT NOTE: #14 N/A 125 187 96 144 108 157 83 125 97 145 75 112 D=6db FOR#3 THRU#8 HORIZONTAL BAR LAP BARS WITHIN 4'-0"OF JOINT. DETAIL APPLICABLE FOR ALL #18 N/A 161 241 124 186 139 209 107 161 125 187 96 I 144 7. LD-CASE 1, CLASS A, OTHER BAR r D=8db FOR#9,#10&#11 SPACING I OPENINGS, UNLESS NOTED -. 1 LS-CASE 1, CLASS B, OTHER BAR D= 10d FOR#14&#18 WALLS THICKER THAN 8" OTHERWISE. MAX LENGTH OF 5'-0". .• �►4 40, - Enayat Schneider 4- 1-1 BAR LAP SCHEDULE 2�\ BAR BENDING DETAIL r�3�. CONCRETE WALL CONSTRUCTION JOINT 4 TYPICAL CONCRETE WALL OPENING E g' .��, ' • s8.01 NOT TO SCALE8.01/ NOT TO SCALE s8.01 NOT TO SCALE 58.01 NOT TO SCALE 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT j / / NOTE: - VERTICAL / THIS DETAIL IS TYPICAL FOR ALL RE- REINF. LS TYP. / ENTRANT CORNERS CAST IN PLACE OR TIES x Z 114" MIN. / CONCRETE SLABS, BEAMS, DECKING o g SAWCUT / TOPPING AND WALLS. THIS DETAIL ALSO APPLIES AT ALL RE-ENTRANT CORNERS AT I 17 a•-,..;- • e e- , .. : ° ,■; _ { 4 • •° •; �'` / CONSTRUCTION JOINTS- - • -d ' d •. , _ . / #5x4' 0" E.A. FACE _i �, ° .• � • = ° . . d�-- . ' / #5 CONT. EACH SIDE OF - ' � DOWELS TO MATCH SIZE - - •� ' DOWELS TO MATCH SIZE / CORNER E.A. FACE AND SPACING OF HORIZ. a _ ,-- AND SPACING OF HORIZ. / REINF., SEE SCHED. , REINF., SEE SCHED. - CONCRETE SLAB, SEE PLAN ('T'= SLAB THICKNESS) / ° ='; FOR LAP SPLICE w • -. . _! FOR LAP SPLICE - • FOR SIZE & REINFORCEMENT //V///////////////////// •._ VERTICAL REINF. - • 4 :.r ,7---• VERTICAL REINF. .d'. ' a' ._ OR TIES w OR TIES ` SAWED CONTROL JOINT (CJ) / / u) ► FACE OF WALLICOLUMN / ' CONCRETE SLAB, SEE PLAN 3 -0 TYPICAL , Z . . C MIN. (2)VERT. Qe:_� OR GRADE BEAM - 112"(� SMOOTH BAR x 2' O" cn ---- N7 -;--''-7-- BARS AT ENDN • FOR SIZE & REINFORCEMENT • W/ONE END GREASED Immm w ° ° � ;. . 112" BACKER ROD & CAULK ` M aa P ° ' ..."........ M < PLAN VIEW ° : . , 2'`011 =. 'i a,'• ••- CONCRETE SLAB (SEE 18"TYP. / ( Q #4 HAIRPIN x PLAN FOR SIZE & Ce 1 SPACED TO REINF.) MATCH WALL 1/2" EXPANSION < (n REINF. JOINT MATERIAL CONSTRUCTION JOINT (CJZ PLAN VIEW J Q Q 5 TYPICAL WALL OR GRADE BEAM INTERSECTION 6 EXPANSION JOINT DETAIL 7 \ SLAB-ON-GRADE JOINTS 18- TYPICAL RE-ENTRANT CORNER REINFORCEMENT CC W S8.01 NOT TO SCALE s8.01 NOT TO SCALE S8.01 / NOT TO SCALE8.01/ NOT TO SCALE 0 , � ce 0 YN z J NN O 111,1 z i . _ W Q LL = o 0 Z SHEAR WALL 2x4 FLAT BLKG AT SHEAR WALL - -- 2x4 FLAT BLKG AT W Et Z o - TOP OF WALL SHEATHING PANEL JOINTS SHEATHING - -- PANEL JOINTS 0 r2x TREATED PL \. 2x TREATED PL - tr.` DD 0 0 / 1 ,- ANCHOR BOLTS ANCHOR BOLTS I. ti 1 Li_ PER PLAN / PER PLAN (2)#5 T&B OF -_-° - �: " x ;. _ SHEAR WALL —, SHEAR WALL OPENING, 6 a ° e `a -" fe- v e-" d _. ' - i EDGE NAILING EDGE NAILING TITLE EXTEND 4'-0" /112" EXP JOINT 112" EXP JOINT ' • e - e'- .d." f"•� _ �- - PAST EDGE OF _ •'. ?`: -.1 _a- ✓i'`.' , • . ' '-;''' " e•' ,r,.; ' ` 112" EXP. MATERIAL # DATE DESCRIPTION OPENING 4. •.' - , . ' ' f ' : '_ `' ` - .,;_ EXTERIOR CONC SLAB, SEE PLAN INTERIOR STUD WALL, CONC SLAB, SEE PLAN - ••' :d% ////, " ." • 2.7-' y_j�! ,'d • GRADE FOR REINF & ELEVATION SEE PLAN PATIO SLAB, FOR REINF & ELEVATION u' /a e : : 2)#5x3'-0" _ ° " SEE PLAN • d. : TYP WALL REINF. LONG AT FOUR . SHEARWALL SHEATHING ANCHOR BOLTS, PER _ - a • i . � _ SIDES e • - • q -, ° :Q . sA \ p AS REQ'D, SEE PLAN PLAN CONCRETE ° s j / I • / PWALL LAN PER ,.: .-. `°.. °4. 2 1/2"CLR. TYP. rt .• ,' : ap, A �/ ,6" (3) #4 CONT. .6„ ,-+ 7. • #4 Z BARS @ 18" O.C. ° • / �,� • ALTERNATE TOP & BOT. HOOK (2)#5 •P a \ �_ at v2.. n -2" ,. AND BOTT•' .'' ' d .. ae OF OPENING, • .-' e"' - - : -.-+�. "''�� SAW CUT CONTRUCTION SAWOCUT7 CONTRUCTION • .-.- '••.- .:, .�;";, - -. - JOIST, SEE 715800 ° e° -d ,TYP. 4 . '; a- - - #4 T&B AND AT JOIST, SEE 7/S800 #4 T&B AND AT _ • a ''• : 12" O.C. \..: ,. CONC. SLAB-ON-GRADE, a ° d 12" O C. REVISIONS )_... .°• ....,-A.". : '';- • '>/` as : ° " + Z SEE PLAN a SEE PLAN SEE PLAN •• -. - - ,-74 ' ' - 4' \: ' ,;. t -7\.' . .:1. ''' .:d -'' ..:;/ :'..- . . • SB,JD TDS 4 , °` • REINSEE PLAN - //' g �a ��\ j ,w DRAWN BY CHECK BY Aa a Z a F, _ c� ._ a /� / , Z REINF, SEE PLAN .. gid_ 'd - a+ ,. °` .. - d. ! a• - ' ° +4 .. ` , 'i\/�\ - .• -; \�\ _ i / PERMIT SET OPENING MAX. . . • a e . . , - - • -. a - 3"CLR d .a a , 1' �- ', a- ,• , _ /��; z C_ i a " -.:/ STATUS 24"0 ROUGH °� w 1 . : • =_ L . \\ ' 'q '1•1'' , .4 �"1 ii.9 1 • ° ' • p.g.- OPENING NOTE: M \,/ . .: a4. Wi:1 LAJ cr, , . ° 03.29.2018 DETAILS ARE APPLICABLE FOR j /� d ALL OPENINGS, UNLESS NOTED ° ; ''d N t DATE OTHERWISE. #4 AT 18" O.C. - #4 AT 18" O.C. "3 17154 - ALT. HOOKS REINF.,REINF., SEE PLAN / ALT. HOOKS PROJECT NUMBER @DIA < 12" NO ADD'L SEE PLAN SEE PLAN REBAR NEEDED 6" r SEE PLAN r 6„ 1 S8i01 l PIPE PENETRATION 10 TYP. EXTERIOR FOOTING 11 DETAIL AT INTERIOR WALL 12 EXTERIOR FOOTING AT PATIO ©2018 OTAK, INC. �8.01) NOT TO SCALE S8.01 1" = 1'-0" 58.01 1" = 1'-0" ` 38.01/ 1" = 1'-0" If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. ---/V---- Ni 2x STUD WALL, SEE PLAN FIRE PROTECTION, Otak SEE ARCH. ANCHOR BOLT, SEE PLAN ` 2x TREATED PLATE TYP. " " - ' . a . 112 EXP. JOINT Otak Architects, Inc.dr; • .. :,; -- STUD WALL, SEE PLAN ., • 2x4 FLAT BLKG. @ Otak PANEL JOINTS WALL SHEATHING, SEE — POST, SEE PLAN PLAN �`a ANCHOR BOLTS, PER PLAN WALL SHEATHING, Otak Architects, Inc. SEE PLAN 2x TREATED PLATE , 112" EXPANSION JOINT 808 SW Third Avenue, Suite 300 ANCHOR BOLTS, PER PLANCONC. SLAB, SEE PLAN Portland, OR 97204 WALL EDGE NAILING, / main 503.287.6825 2x TREATED PLATE SEE PLAN , /' FOR REINF. WALL SHEATHING, www.otak.com SEE PLANfr CONC. SLAB, SEE PLAN _ ; �. . POST, SEE PLAN SHEAR WALL SHEATHING FOR REINF. ar a �� QoFf 2x TREATED PLATE WI & EDGE NAILING • G ANCHOR BOLTS, PER PLAN ; POST, SEE PLAN #5 © 12 O.C. I ! I ° �' FF / #4"Z" BARS@18" 0.C. ° e I 6t • oc �� ALT. TOP & BOT. HOOK Z - "; - a, ABU BASE 2 611 2n, T WALL EDGE NAILING, • .a _ 4 `..- .+ SEE PLAN co I—III !I 'a 'a . (3)#4 CONT. '� � � ---- I � - :d_ y.-- �`�— /Q G. EST 1 ih, um / SLAB, SEE PLAN \ �°7I SLAB, SEE PLAN ��.�— r�cl�s:Es: z �f I� 11 FOR REINF. f\\\`� 24" #4 T&B AND @ 12" O.C. FOR REINF. - " ' SEE PLAN FOR REINF. i� • .-- , #5 @ 12" O.C. 3-29-2018 . . .° ; , ; CONTINUE CONT. FTG. �.. a 4 d .. - •. -��- // ° REINF THRU PAD FTG. \ • ��/', °: : ALT. HOOKS STAMP to I• d "•1 -0,,;: • ‘ .),..,.,;,..... ..-..1 b (Ji - a°' •d•, •' n •• d - Z 1.-nO a \\/\\'� ° -- �_ Z. ° ., ' a. 'n. .4 V y°, n,. ° d - CONT. FTG. BEYOND o ��/ 1,-a "' I �i.� /. 4 *4 a d J °y d°•,:-/'\%\ ;n q :• s � ." • ° •- a REINF., SEE PLAN J� I-- /�\/\\/\ G. - I'` - •Y-. �-• _ • • / - _ .. -. !-: $ e •.v .. 4' 1 _' - — —Zr 1 ,\ \,. - Q n !• a 4 n G• \ \\ Z } dd r a , ay. 4• d 4 a 13 4 g /\/ • a • - a \ 4. . '� _!" _ - .! _ °-' cls _a. / DBGOPERTIES I' CONT. FTG. BEYOND Pr ea _ Z • a. •Lli ��4, i• `\\ L ' e a4QI -� . 4 - _ tl -1 \ , — r da .- 1 °. ' 4 ° Q N LL.i y a" e ' < I ., I• ' ° '� Y up 7 T '• a -Q-< . ,,- b- " • ,• ," • ° 4.. -• LLJ SEE PLAN FOR REINF. ar 1 cto • a e d: a. g - , CONTINUE CONT. FTG. v I 1 < . . �►�•I SEE PLAN REINF. THRU PAD FTG. M — SEE PLAN FOR REINFORCING SEE PLAN SEE PLAN Enayat LSEE PLAN Schneider �- ' LAP W/SLAB REINFORCEMENT, Smith yI� Inc. eer,ng, SEE 1158.01 Inc 3141 WALNUT STREET, STE. 203A 1 . INTERIOR POST FOOTING 2 EXTERIOR POST FOOTING 3 THICKENED SLAB © POST _ 4 RETAINING STEM WALL FTG DENVER, COLORADO 80205 S8-03 1" = 11-011 58.03 111 = 1'-0" 58.03 1" = 1'-o" s8.03 1" = 11-0'1 720.904.1234 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 PLAN I ANCHOR BOLTS, PER PLAN w ANCHOR BOLTS, PER PLAN 2x TREATED PLATE •••-, i/ 112" EXPANSION JOINT 2x TREATED PLATE 112" EXP. JOINT WALL EDGE NAILING, / CONC. SLAB, SEE PLAN SHEAR WALL SHEATHING SEE PLAN \, FOR REINF. & EDGE NAILING �, . CONC. SLAB, SEE PLAN ` - % /`/ FOR REINF. � lei d 4 d - —. G 4 211- - .• ' - Q,1 P d� r4 - d #4T&BANDAT12"OTco .C. N - .- #s@9"o.c. n . ! I -Qr-.�_ IL . 1 I \/\� Ta I. �'^ .1 - a W #4 @ 18" O.C. ALT. HOOKS K\\//- Cn tr..61''''''= 5„ _� 281' I \� 6" ,I ''F .6 —28 MIN. - (3) #3 DOWELS W/ 2 - -K SIMPSON AT-XP EPDXY + z z INTO STEM WALL 41 dn_ -� w ° d A INTERIOR FTG. SEE PLAN ° •. •• FOR SIZE & REINF. , 4/` __ . W ;.$ . . A a ° ° - " - REINF., SEE PLAN • M Q . a nq '-.•- • - LU ° :• a, • . - i Ce 1 < '°: . - -,•, . < C/) SEE PLAN '/\/ ° \\ _° #6 @ 9"O.C. ALT. HOOKS Q in I- 5 INTERIOR TO EXTERIOR FTG. CONNECTION SEE PLAN FOR REINF. a ;, a` a Ct W 'v CONTINUE CONT. FTG. , 0 X8.03 1" = 1'-0" REINF. THRU PAD FTG. . Q W n° SEE PLAN FOR REINFN z �. IIII.IIIIII••1 • N 0a ° 4 N ti W z 4 ' T LU - �,'d :' 4 f- _ -a �,° " a - ,• 4 ,_ p 4 .,. d . -• `a ° �<-r W 7 LU v J C'7 SEE PLAN _. TITLE # DATE DESCRIPTION (6 RETAINING STEM WALL FTG c LIDA PLANTE 58.03 111 = 1'-0" REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 03 ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. SQUASH BLKG. ABOVE HEADER TO MATCH TRIMMERS ATTACH PLYS W/ 10d AT - -- WALL ABOVE Otak Archic. ROOF JOIST/FLOOR - 12" O.C. STAGGERED WHERE OCCURS �i JOISTS NOT SHOWN FLOOR SHEATHING, —�— (NON-BEARING) 808 SW Third A300 FOR CLARITY \ 2x PLATE, SEE 2/S8.21 SEE TYP PER PLAN Po04 FOR LAP m825 W ATTACH HEADER - NOTE: - w ¢ PLYS PER IBC 2 16d PROVIDE 10d NAILS TWO ROWS OF 10d om = FASTENING SCHED. ( ) AT 12" O.C. AT NON- NAILS( NAILS EACH ,0 , I SPLICE LOCATIONS, ROW ON EACH SIDE OF = _ > TYP., U.N.O. TOP PLATE JOINT. .. 0. ,,,tttpa: w ! / OVERLAP TOP PLATES ' I N F ``/s o JI I AT ALL CORNERS & \ '�' Y a. I 1 I I 4' 0" JOINT STAGGER INTERSECTIONSDOUBLE JOIST cir 8'u�l❑ 4' 0" JOINT STAGGERN71(5-271.19) uj --. ATTACH MULTI PLY _■ t e ► .f' r�rT.�' m _ STUDS PER IBC - - (3) 10d MIN cc in FASTENING SCHED. Ili �? i' -- FRAME OPENING �y/� NQ's w ❑ I — OF HEADER < I J iI .'�.,�,..- ,, .. �0 p 1 _ �' SEE MECH FOR G. E Q = �-- MIN 3 10d AT EACH PLY I • • z W I I - SIZE !EXPIRES: 12/31/ I� p HEADER, SEE PLAN KING STUD., SEE PLAN FOR u. TOP BOTTOM I i I IY PLATE PLATE CONT. JOIST OR JOIST, SEE PLAN ��\ 3-29-2018 I QUANTITY. TYP. JOINT JOINT DOUBLE UP TRIMMER _/� _,,,\ 4OIST BLKG AT U \ STUDS AT JAMBS OF N' WOOD STUD WALL, SEE 48" O.C. / `� HANGER BY STAMP — 1 i� TRUSS MANUF. A OPENING LARGER THAN SCHED. 6'-0"AT BEARING WALLS WOOD STUD --- Eq SIMP DTC CLIPS AT —.--• ii J L' � ,� U.N.O. ON PLAN. PARTITION WALL -: � 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 ss.21 - 1" = 1'-0" 58.21 NOT TO SCALE • • .. ��,A�� S8.21 NOT TO SCALE 38.21 NOT TO SCALE Enayat Schneider Smith I' Engineering, Inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT fLAM WITH: BUILT UP COLUMN4 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 SOS 1/4"x8" SCREWS @ 10" 2x WALL STUDS, FACE (ALT. SIMP SDW22). O.C. IN LIEU OF SHEAR WALL SEE PLAN '1CONN. PER SCHEDULE 2-2X6: TWO ROWS OF 10d COMMON WIRE FLOOR SHEATHING, SEE PLAN SIMP A35 EA. NAILS AT 6" O.C. TYP, FLOOR CORRIDORS UNIT FLOOR TOPPING, SEE PLAN SIDE OF POST e �_° EDGE NAILING / TOP AND BOT 3 2X4: ONE ROW OF 30d COMMON WIRE : ,.,,,,_, .,./,__-. � FLOOR TOPPING PER , FLOOR SHEATHING, NAILS AT 8" O.C. STAGGERED, APPLY (1) CU, SEE PLAN TYP. FLOOR SHEATHING. PLAN / SEE PLAN �� , TREATED ROW TO EA. FACE (ALT. SIMP SDW22). NOTES SEE PLAN .4 •, _ PLATE, TYP. = IA - 2-2X4: ONE ROW OF 10d COMMON WIRE 1 \ \\\hi...1 I NAILS AT 6"O.C. STAGGERED. _�' -_ , - ....._.... •-. .. : '._ ; •`:...::......... :...:::.. _. _. I I FLOOR SHEATHING I� I r OVER 3x T&G DECKING q PER PLAN • e \ 7 " a ° 4 a tl.,. - �" q: ` - - ':4-° _ 4.' \, ... �` 4_ JOIST, SEE PLAN SHEAR WALL EDGE - W \ JOIST, SEE PLAN a.-^ •. - ° - � NAILING PER SHEAR � (2) 16d INTO ° _ a a. \ I / _ _ WALL SCHEDULE BOTTOM OF a -° ` • 10d TOE NAILS @ 6"O.C. \\_ (2)2x PLATE - FORlimmi I— EA. STUD • °`"` . '' iii JOIST, SEE PLAN SHEATHING PER - — LAP, SEE 2158.21 Ct - BEAM, SEE PLAN / SHEAR PLANS CONC. BASE T&G DECKING CEILING LINBEAM, SEE PLAN - SIMP. 1US HANGER U.N.O. FIR@ Q i 5 TYPICAL BUILT-UP COLUMN/POST 6( ". DETAIL 7 FLUSH WOOD BEAM _ 8 CORRIDOR WALL ~ C/) 58.21 1" = 1'-0" \t S8.21 1" 1'-0" 58.21 1" 1 -0" _J S8.21 NOT TO SCALE \ = = � a < F— (2) 10dNAILS@6" O.C. Ci. w (STAGGERED NAILS) < p Q 1 1/8" PLY THREAD, ORIENT SO - THAT FLAKES ARE PARALLEL TO THREAD LENGTH --- JOIST. SEE PLAN Z STITCH NAIL W/(2) ROWS Y N OF10d@8" O.C. ! a (STAGGERED) \ . I I LLI Z CD Ct \ U_ 2x12 OF#2 STAIR — = O STRINGERS �� \ QCZ A W U) f 0 co ...4 ----- HANGER, SEE PLAN ?,, TITLE A 2 - BEAM, SEE PLAN 2x PLATE WITH 16d NAILS --- ----- 2x EXT. STUD WALL, 2x PLATE 1,A./ITH 16d NAILS # DATE DESCRIPTION 2x STUDS PER PLAN AT 16" O.C. U.N.O. ON SEE SCHED. AT 16" O.0U.N.O. ON SIMPSON CS16 x SHEAR WALL SCHED. \ SHEAR WALL SCHED. 2x EXT. STUD WALL, 6-0" / \ SEE SCHED. 2x PLATE W/ 16d " --- 1 CONT. 6x12 AT 2-HR SHEAR WALL EDGE .` @ 6 n \ SHEAR WALL EDGE O.C. U.N.O. ON SHEAR WALL. SEE 1/S8.22 NAILING. SEE SHEAR \ - V—�" / WALL PLANS WALL SCHED. NAILING, SEE SHEAR CU, SEE PLAN NOTES WALL SCHED. /� SHEAR WALL EDGE FLOOR TOPPING, PER PLAN PROVIDE GAP IN - CU, SEE PLAN NOTES PROVIDE GAP IN / /-- TYP. FLOOR SHEATHING, NAILING PER SHEAR WALL SHEATHING WALL SHEATHING SEE PLAN WALL SCHEDULE / FLOOR SHEATHING, PER PLAN TYP. FLOOR SHEATH{NG, SEE PLAN (4) 2x12 DF#1 STRINGER CUT i • ""' !r I, µ - 1 118" PLY STAIR TREAD WI - TO LEAVE 5 112" SECTION I-------.. • .. `�ntwn - ' " "� _ �. ,.-- �.. . .. . ..,,. FLAKES ORIENTED PARALLEL I � REVISIONS IC. SHEAR WALL EDGE TO LENGTH OF TREAD , < NAILING, SEE SHEAR /1;/-4!\__:Lii \ ,I \ z SHEAR WALL EDGE WALL SCHED. NAILING, SEE SHEAR SB.JD TDS IL ki k\ WALL SCHED. FLOOR SHEATHING - - / /SIMPSON A35 @ 48" //, r \::: FLOOR JOIST PER PLAN ® EDGE NAILING JOIST, SEE PLAN 41 HHHH kk DRAWN BY CHECK BY O.C. U.N.O. ON SHEAR FLOOR SHEATHING PERMIT SET WALL SCHEDULE JOIST, SEE PLAN EXTERIOR SHEATHING, \� ITS HANGER ' 1 112" CONT. LSL BLKG. W/10d EDGE NAILING , STATUS SHEAR WALL EDGE TOENAIL @ 8" O.C. U.N.O. ON \-- (2) 2x PLATE, SEE 2/S8.21 SEE SHEAR WALL PLANS (2) 2x12 DF#1 STRINGER CUT SHEAR WALL SCHEDULE FOR LAP (2) 2x PLATE, VERIFY W/ARCH 03.29.2018 NAILING PER SHEAR EXTERIOR SHEATHING, FOR LAP SEE 2/58.21 TO LEAVE 5 112" SECTION DATE WALL SCHEDULE - SEE SHEAR WALL PLANS JOIST, SEE PLAN (WITH WEB — STIFFENER WHERE REQ'D BY \ BLOCKING AT 4'-0" MAX PROJECT NUMBER MANUF. 2x FIRE BLKG. @ CEILING LINE BOTTOM OF JOIST, 17154 ' SEE DTL 2/S8.22 FOR CONDITION WHERE - (2) 2x PLATE - FOR LAP EACH STUD SPACE DETAILA POSTS ABOVE OCCUR SEE 2/S8.21 S8 . 21 9 BEARING WALL 10 I-JOIST PARAL. TO EXTERIOR WALL 11 I-JOIST PERP. TO EXTERIOR WALL 12 STAIR DETAIL ©20180TAK, INC. 58.21 J 1" = 1-0" S8.21 1" = 1-0" S8.21 1" = 1'-0" S8.21 1" = 1"-0,1 If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. - (2) CS16 x 18" (ONE FACE OF POST) Otak SIMP A35 BOTH \/ SIDES OF POST, moi . STUD WALL FRAMING �� k TOP AND BOT PLY SHIM - -� ° TYP. FLOOR SHEATHING, Otak Architects, Inc. POST UP TO BEAM OR SEE PLAN GIRDER TRUSS, ABOVE 10d TOE NAIL @ 6"O.C. _� ,. - FLOOR FRAMING _ FROM TOP PLATE TO -.....��..� -PI n 808 SW Third Avenue, Suite 300 WHERE OCCURS - BEAM I . ''\ CU, SEE PLAN TYP. FLOOR aI Portland, 503.287.6825 R 97204 ' 'N. SHEATHING, SEE PLAN (2) CS16x14" (ONE ON EA - °°\ \ a°\ \ \ \ 10d TOENAILS @ 6" O.C. . ° •r• OPPOSITE FACE) OF EA. ° ° www.otak.com TYP. FLOOR SHEATHING, _ _ � STUD OF WING WALL, TYP. ° J ° DOUBLE 2x TOP PLATE WALL SHEATHING, SEE PLAN s • + F SEE PLAN I �.�� Bii EPROitc:. , ... .. - ° ��- CANTILEVER BEAM, SEE PLAN , ° ° JL NA35TOP & BOTTOMWALL SHEATHfNG BOTH - ...- e POST CAP, SEE PLANSHIM AS REQ'D ' SIDES OF WING WALL / OF BLOCKING + .�, I �eTr. IP Rr \. JOIST, SEE PLAN V POST, SEE PLAN STEEL CANOPY BY OTHERS "�/� A • / �� 4 rill ti WALL STUD --` �• _/ �� G. �P i'. 10d TOE NAILS AT 4" - JOISTS PARALLEL FRAMING, SEE PLAN MEM! _ I ECRU& 12/31/ 1 ---..." \ — TYP. FLOOR FRAMING, O.C., TYP. BOTH TO WALL WHERE C516x23"WRAP AROUND 'I SEE 9/58.21 SIDES, STAGGERED NOTED BOT- PLATE TO OPPOSITE o 2x PLATE WI ANCHOR VIII N�I ~ SIMPSON LTP4 @ 18" O.C. FACE OF STUD, TYP. EA. ° BOLTS, SEE PLAN •■■ i J 3-29-2018 U.N.O. ON SHEAR WALL 6x12 STUD P r~ ° ~ � riq STAMP PROVIDE SOLID BLKG. UNDER (2) 2x PLATE, SEE 2158.21 P 2" SQUARE PLATE - SCHED. POST IN FLOOR CAVITY TO MATCH - FOR LAP 1' 0" MAX WIDTH OF WALL. WHERE JOIST . WASHER AT EA. HANGER, SEE PLAN ° ° A_ BOLT �. _� ARE PERP. TO WALL, SET BLKG POST DOWN TO INTO ONE JOIST SPACE. WHERE (2) 1/2" DIA THRU BOLTS 1. FOUNDATION TO JOIST PARALLEL TO WALL, BLKG IS MATCH ABOVE U.N.O. -. '-<;.-.0 ° -�/ CONC. STEM WALL, TRIPLE 2x6 BLOCKING � @ 4'-0" O-C. MAX. DBG PROPERTIES 12" LONG MIN. (CENTERED AT CANTILEVER BOTTOM PL. r - 4- '' SEE PLAN OR HEADER BETWEEN LLC POST) EDGE OF WING WALL < . - STUDS . V- 1,44 ----. Enayat 1 2-HR STAIR ELEVATOR 2 TYPICAL BLOCKING BETWEEN FLOORS 3 WING WALL DETAIL 4 EXTERIOR CANOPY Schneider Sm•ith r t Inc. S8.22 1,1 = 11-011 1 I S8.22 1" = -0" 58.22 1" = 1 t-0" , ]8.22 1" = 1'-0" Engineering, 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. —. GYPSUM SHEATHING, SEE ARCH. 14" MIN. FLOOR SHEATHING, /------ � WALL STUD FRAMING, --_ _ _ CU. SEE PLAN SEE PLAN a - CU, SEE PLAN SEE PLAN _ FLOOR SHEATHING, SEE PLAN : / /- �-- r.,_ _ //' � FLOOR SHEATHING, f. ° ° p / - SEE PLAN WALL STUD FRAMING, SEE PLAN ` "": ° P ° /° �` of t r WALL SHEATHING, SEE PLAN ° 4 ° ° ,' , L--` FLOOR SHEATHING, SEE PLAN \ „III C/) ' FLOOR EDGE NAILING, SEE PLAN _ i � DOUBLE 2x PLATE - i I— WALL EDGE NAILING, SEE PLAN --- CS16 CONNECTING TOP 1� • , z PLATES ON OUTSIDE 10d TOENAILS ° WALL EDGE NAILING, SEE PLAN FACE OF WALL STOP TOP PLATES ON — BEAM, SEE PLAN @ 6" O.C. OA, N\ WEA. SIDE OF BEAM i �C PACK AS REQ'D '----- 14:- � t CORRIDOR DECKING, c� — ` PROVIDE STUB POST r • SEE PLAN , -_,.v„ _ �- BEAM, SEE PLAN ' r I STEEL CANOPY BY OTHERS _ UNDER BEAM WITH STUD Z _._ _ EmP ; r—2 • NAILED TO EACH SIDE ., _ �. -----1� I-JOIST, SEE PLAN - � � Q --- (2) 114"x3" SDS FROMLLJ CL A35 FROM BEAM STUD TO BEAM EA. SIDE T �'�. lin.� �� TO POST I ___/ �� STUD WALL FRAMING, �. I I r—) SEE PLAN HANGER, SEE PLAN 3x8 LEDGER W/(3) 1/4" v J / POST, SEE PLAN ,J DIA. x 6" LAG SCREWS ��/ DOUBLE 2x TOP 2'-0"MAX \ AT 6" O.C. ii■ PLATE I-JOIST FRAMING, —'� SEE PLAN -----"v- (4) 114" DIA x 6" LAG SCREWS STITCH NAIL STUDS TO SIMPSON LTP4 @ 18" O.C. CL i— @ 18" O.C. MAXIMUM BOTH SIDE OF POST& ITS HANGER, BEEAM U.N.O. ON SHEAR WALL TYP. SCHED. a 0 0 BEAM, SEE PLAN CO 0 � 6 TYP. BEAM TOCONNECTIONAT EXTERIOR / 7 ` INTERMEDIATE LANDING i 8 \, CORRIDOR/UNIT WALL AT 2HR FIRE RATING Q W c z 5 EXTRERIOR CANOPY AT STAIR COL _ - _ - Y N 8.22 1" = 1'-0' s2 ' 1" = 1'-0" 8.22 1" = 1'-0" 58.22 1" = 1'-0" —1N N cs) g = 0 CK W U) i20 o _ ? � o GYPSUM SHEATHING, TYP. WALL EDGE 1I- N- F LL SEE ARCH. \\ / NAILING, SEE PLAN — TITLE GYPSUM SHEATHING, CU, SEE PLAN -��- SEE ARCH. - n_— # DATE DESCRIPTION �,,\/_ ^, . III�� 2x PLATE TYP. FLOOR SHEATHING, CU, SEE PLAN SHIM AS REQ'D - -- SEE PLAN 1 N /./ < TYP. FLOOR SHEATHING, FLOOR SHEATHING, CORRIDOR DECKING, SEE 9/S$-21 SEE PLAN / SEE PLAN FLOOR SHEATHING, SEE PLAN 6x12 - -� DOUBLE 2x TOP PLATE — T �.� AT EXTERIOR WALL .\ 10d TOENAILS r / @ 6"O.C. ems► `�\ \ 10d TOENAILS @ 6" O.C. • I \ SHIM AS REQ'D l '� ' VESTIBULE DECKING, I1 REVISIONS =_�� Ta. ° SEE PLAN 1/4 Rs WALL STUD FRAMING, r� \ _ 7 I z C i 14" MIN. EA. illi liri iSEE PLAN \ �� TYP. FLOOR FRAMING, / SIDE OF STEP SB,JDTDS SEE 91 S8.21 2x8 BLKG BETWEEN DOUBLE 2x TOP PLATE , L y \ STUDS AT CORRIDOR WALL DRAWN BY CHOCK BY • 6x12 PERMIT SET CORRIDOR DECKING, SEE PLAN --/ a N -- 3x8 LEDGER W/(3) 114" CS16 FROM BLKG TO \— STUD WALL FRAMING, STATUS N DIA. x 6" LAG SCREWS CORRIDOR TOP PLATE EE PLAN Z• VESTIBULE DECKING, AT 6" O,C. HANGER, SEE PLAN EA. FACE OF WALL 03.29.2018 3x6 LEDGER W/(2) 1/4" DIA. x 6" SEE PLAN ___/V. \ _./� nv _./\./ DATE LAG SCREWS AT 6" STAGGER =' LAG SCREWS W/SCREWS — SIMPSON LTP4 © 18" O.C. - SIMPSON LTP4 @ 18" 17154 FROM LEDGER ON OPPOSITE U.N.O. ON SHEAR WALL O.C. U.N.O. ON SHEAR SIDE SCHED- WALL SCHED. PROJECT NUMBER BEAM, SEE PLAN S8 . 22 0 2018 OTAK, INC. 9 CORRIDOR BEEAM WI LEDGER 10 VESTIBULE WALL AT 2HR FIRE RATING 11 2HR WALL AT OPENING/UNIT 12 TOP PLATE STEP AT EXTERIOR/CORRIDOR WALL if this drawing is not 24"x 36", it has been . - -- - -- 1" = 11-0" S8.22 1" = 11-0111" 1-0" 1" tt reduced/enlarged. Scale accordingly. S8.22 ss.22 = sa.z2 = 1 -0 0,twa,,,..,,k, SIMPSON A35 TOP & BOT - - STUD WALL FRAMING, OF BLKG, EA. END \ SEE PLAN Otak Architects, Inc. EXTERIOR MODIFIED 808 SW Third Avenue, Suite 300 BALLOON-FRAMED WALL GYPSUM SHEATHING, (3) 16d TOENAILS EA. SIDE {� SEE PLAN Portland, OR 97204 \ 5 OF BLKG. TO STUD mainw50w o8akc o2m EXTERIOR MODIFIED \ _ • FLOOR SHEATHING, BALLON-FRMED WALL v v SEE PLAN \\\i w G 1 CD u_ ,..,. _ t' F E, t r � } I ;� � 1 I Toi '. J / SIMPSON GA1 FROM TOP _N r� N¢� �I SIDE OF WALL PLATE TO 6x12, BOTH ` gyI0 G. elo' EXPIRES: 123 f! �� STAIR LANDING JOIST, SIMPSON C516 FROM INTERIOR PLATFORM SEE PLAN SIMPSON GA1 FROM -Ael TOP PLATE TO BLOCKING FRAMED WALL WI 6x12, i \ 3-29-2018 TOP PLATE TO BLKG. SOLID 6x10 BLOCKING • SEE 11 S8.22 BETWEEN STUDS AT `-- TOP FLANGE HANGER, STAMP ��_ LEDGER ATTACHMENT SEE PLAN --- LSL BLKG BELOW --- —_. - INTERIOR PLATFORM �-^If'� J .-L~1 FRAMED WALL W/(1) PLY 2x8 LEDGER W/(2) 1/4" DIA. x 6" LSL BLOCKING LAG SCREWS AT 6" O.C., DBG PROPERTIES STAGGERED LLC • ( , TOP PLATE STEP AT EXTERIOR TO INTERIOR WALL 2 TOP PLATE STEP AT 2HR WALL L. 3 STAIR LANDING LEDGER (2HR FIRE RATING) - - - - Enayat S8.23 i 1 = 1 -0„ 58.23 1 = 1 -0 58.23 1” = 1 -Q Schneider Smith r 1, Engineering, Inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT CO F— z w Cl) F-- F- Z lEt w 0_ M Q Imm co Ce Q Q w < 0 0 (n c� L7 0 w � z J ' N w zccL LL I 0 ct LJ_ Ct o w CO i: 0 _ � 0 o l.' N- I- LL TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 23 ©2018 OTAK, INC. If this drawing is not 24"x 35', 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 EXTEND TRUSS END TO FORM PARAPET& VERTICAL MEMBER s _ __Ali- iI r- 8d @ 6" O.0 EDGE NAIL 10d TOENAIL AT 6" O.C. Otak Architects, Inc. DESIGN FOR +1-82 ��r TO FORM PARAPET & �•- - ROOF EDGE NAILING PSF WIND LOAD .� - 8d @ 6' O.C. EDGE NAIL ' -- (6) 10d NAILS AT EA. TYP ROOF 808 SW Third Avenue, Suite 300 = DESIGN FOR +/-82 Portland, OR 97204 v PSF WIND LOAD ,--7 - ROOF EDGE NAILING END OF BRACE TYP. ROOF SHEATHING, SHEATHING, 1 SHEAR WALL EDGE cr g - ROOF EDGE NAILING Q ••: ¢ (3) 10d AT EA. /, SEE PLAN SEE PLAN main 503.287.6825 TYP. ROOF SHEATHING, www.otak.com NAILING, SEE SHEAR • w o - TYP. ROOF SHEATHING, SHEAR WALL EDGE - Q _ / ::Tw 2BLKG. BETWEENNAILING, SEE SHEAR to TOE NAIL TRUSS• SLOPEARCH \ / SEE ARCH /• TRUSBLOCKING � ' �� G i N 's�� IN / , 1 BETWEEN TRUSSES iiiwV ► _ _-_ -____ r' X r 49 i ¢e AS REQ'D BY MANUF -- - -�__ .--.._. .. -� -- .• SIMP A35 ANGLE .._. . , \ . - - - - `� B f 24"O.C. U.N.O. ON r c SIMP A35 ANGLE @ 24 \ .0•111`" SHEAR WALL SCHED. i _ O.C. U.N.O. ON SHEAR N ° WALL SCHED. � II p�:` lifer "�� 2x BLKG. BETWEEN - _ \ cn ' OVER SHEAR , • TRUSSES _� a GIRDER TRUSS 2x BLKG. BETWEEN 10d @ 6" O.C- �O + WALLS DESIGN FOR 300 BYOOTHER OF SS 4f"'iD G. Ellet- BY OTHER TRUSSES ` j o I I PLF T.O. PL. � . N. 111 11., p IF I E7cprn s: 1 /31/ I�SEE ARCH. = 1 1 < T.O. PL. \, �J Z - ' SEE ARCH. .- I 2x6 BRACE AT • 10d TOENAILS AT 6" O.C. - SHEAR WALL EDGE \� / - HANGER BY 6'-0" O.C. TYP. U.N.O. SHEAR WALL I TRUSS BLOCKING AS J r 3-29-2018 NAILING, SEE SHEAR X V • TRUSS MANUF. SHEAR WALL EDGE -� \? - _ __ - _ SCHED. - REQ'D BY MANUF. SIMP H2.5A AT EA. TRUSS STAMP - \ i, / , (ADD'L H7Z AT GIRDER TRUSS) WALL SCHED. / NAILING, SEE SHEAR r g /_-� WALL SCHEp. / \ �T ` /1, x 7 ,, X�, TRUSS BLKG\\C 10d TOENAIL AT 6" 1 Od TOENAIL AT 6" / / \ _ ROOF TRUSS BETWEEN TRUSSES, SHEAR WALL EDGE NAILING, / 10d 6" O.C. -- BY OTHER SEE SHEAR WALL SCHED. J - sr O.C. U.N.O. ON SHEAR @ O.C. U.N.O. ON SHEAR A35 ANGLE AS NOTED __ SEE 111 S8.31 /' _ SHEAR WALL EDGE WALL SCHED. • WALL SCHED. ROOF RUSSES BY OTHER ON SHEAR WALL \ DBG PROPERTIES ROOF TRUSSES BY OTHER N MAILING, SEE SHEAR -- (2) 2x PLATE, FOR SHEAR WALL SHEATHING, LLC SCHED, WALL SCHED. LAP SEE 2/ S8.21 SEE SHEAR PLANS D HEADER WHERE -/ 1 --• H2.5A AT EACH HEADER WHERE \ :/ H2.5A AT EACH TRUSS OCCURS, SEE PLAN -' (ADD'L H7Z AT GIRDER TRUSS) SHEAR WALL SHEATHING, OCCURS, SEE PLAN TRUSS (ADD'L H7Z AT �/-- -- GIRDER TRUSS) (2) 2x PLATE, FOR .-- SEE SHEAR PLANS --Ay2x INT. STUD WALL, SEE SCHED. �►A 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, Enayat i SEE SCHED. Schneider LAP SEE 21 58.21 (2) 2x PLATE, FOR Smith r�+ 2x EXT. STUD WALL, 2x EXT. STUD WALL, - Engineering, SEE SCHED. i' 2'-0" MAX- SEE SCHED. LAP SEE 2158.21 Inc. - 3141 WALNUT STREET, STE. 203A ( 1 ROOF TRUSS PARAL. TO EXT. WALL ( 2 ROOF TRUSS PERP. TO EXT. WALL3 ROOF TRUSS PARALL TO INTERIOR WALL 4 ROOF TRUSS PERP. TO INTERIOR WALL DENVER, COLORADO 80205 S8.31 1" = 1-0" 8.31 1" = 1'-0" ... S8.31 1" = 1'-0" S8.31 1" = 1'-0„ - 4. www.ess enver.corn CONSULTANT 2" 4" 2" 7 EMI WALL SHEATHING, SEE PLAN OVERBUILD FRAMING, SEE ARCH TYP. ROOF EDGE NAILING — BEAM, SEE PLAN 2" 4" 2" \ GUARD RAIL BY - GUARD RAIL BY OTHERS \ ■ , I OTHERS WALL EDGE NAILING. SEE PLAN I WALL SHEATHING, OVERBUILD FRAMING, SEE ARCH 1 CONCRETE TOPPING, ROOF SHEATHING, SEE PLAN 0 10d TOE NAIL @ 6" O.C. SEE PLAN SEE ARCH L ! -- TYP. FLOOR EDGE NAILING. U.N.O. ON SHEAR WALL I I I GUARD RAIL BYSEE PLAN - � - GUARD RAIL BY TYP, FLOOR EDGE NAILING, O I a FLOOR SHEATHING, SCHED. " OTHERS OTHERS / SEE PLAN MAX THICKNESS=2 1/2", 2x PLATE WITH 16d NAILS @ 6" l ! SEE PLAN O,C. U.N.O. ON SHEAR WALL ' M O I I SECTION A-A I i CONCRETE TOPPING, / 2x PLATE WITH 16d NAILS @ 6" A-A - TYP. FLOOR NAILING, /j SCHED. WALL SHEATHING, SEE PLAN ` :F I I )\ MAX THICKNESS=2 112" O,C. U.N.O. ON SHEAR WALL TYP. FLOOR EDGE O O SEE PLAN /— TYP. FLOOR SHEATHING, 1110.- 40 II SEE ARCH : SCHED. NAILING, SEE PLAN SAWN LUMBER JOIST, SLOPE \ SEE PLAN SECTION A A FLOOR SHEATHING, PL318x8x9 114 PL BOTH SEE ARCH. , SEE PLAN FLOOR SHEATHING, SEE i TYP. WALL EDGE NAILING SEE PLAN / PLAN SIDES •OF BEAM W!(4) I SLOPE 112" DIA. THRU BOLTS v ivy DOUBLE 2x PLATE, SEE 2/S8.21 PL3/8x8x9 1/4 BOTH SIDES -- A-A _ / ! 'f` l )x _T41,17•-, }( 1 ROOF SHEATHING, SEE PLAN SEE ARCH _ I OF BEAM W/(4) 112" DIA. _ ` . ... ` I �►�� THRU BOLTS _ �, `_ , N ,11r cr, K TYP. - N I',. _" a r. ► j co BL WALL SHEATHING, SEE PLAN , : ra ` i . ..,,..,.,, ., . ..:.: ._.. ,, _ I .I��I11_ r ..,i..i. . (3) 1 ad @ EA. z I ,.i... .-r----- Ith G. T I L`11y1M 2x6 BLKG. BETWEEN . .. __ 2x PLATE W! 16d NAILS @ 6" Cn w 1111 \\s, O.C. U.N.O. ON SHEAR WALL_ 1 4t... WELD GUARD RAIL FULL TRUSSI� ■ ' .. SCHED. In• ir DEPTH OF PLATE WELD GUARD RAIL FULL y, = (2) 2x8 RIM BOARD - FLOOR JOIST FRAMING, (6) 1Dd NAILS @ END -- TYP. ROOF EDGE NAILING, DEPTH OF PLATE I / , SEE PLAN OF BRACE SEE PLAN FLOOR JOIST FRAMING. TOP FLANGE HANGER, l _ \ ^ - �_ (2) 2x8 RIM BOARD SEE PLAN SEE PLAN - SIMPSON A35 FROM `\ i i I. --- SOLID PACK AS REQ'D M H2.5A BOTH SIDES OF JOIST \ 2x BLOCKING �_ BLOCKING TO EA. STUD b , DECK JOIST, SEE PLAN _` �- SIMPSON A35 @ 24" O.C. 1 GLULAM BEAM, SEE PLAN j — _ STUD WALL FRAMING, « � JU.N.O. ON SHEAR WALL (n SIMPSON A35 FROM SEE PLAN j' PLAN J Ce TOP FLANGE HANGER, V BLOCKING TO EA. STUD 10d TOENAIL @ 6" O.C. H2.5A BOTH SIDES 40 TO 60 DEG. 2x6 BRACE AT �� e TYPICAL WALL EDGE Q SEE PLAN OF JOIST NOTE: DECK FRAMING SAWN 6" O.C., TYP. fi NAILING an I— DECK JOIST, SEE PLAN NOTE: DECK FRAMING SAWN STUD WALL FRAMING, LUMBWER SHALL BE PRESSURE - ROOF TRUSSES - - LUMBWER SHALL BE PRESSURE SEE PLAN SIMPSON A35 @ 24" O.C. 2x8 LEDGER W/(2) 114" - TREATED, GLULAMS SHALL BE BY OTHERS UJ 2x8 LEDGER W/(2) 1/4" TREATED, GLULAMS SHALL BE DIA. x 4" LAG SCREWS EXTERIOR GRADE DOUBLE 2x PLATE 0 ❑ DIA. x 4" LAG SCREWS EXTERIOR GRADE GLULAM BEAM, SEE PLAN @ 12" D.C. ' SIMPSON A35 @ 12" O.C. STUD WALL FRAMING, Cl) 0 5 DECK WITHOUT CANTILEVER 6 DECK AT CANTILEVER LOCATIONS 7 ; HIGH ROOF FRAMING PARALLEL TO WALL SEE PLAN n._„,. W co Z - - - s$.31 1 1 -0 s8.31 1 1 -0 isil N ti DOUBLE 2x PLATE Z 8d@6" O.C. EDGE NAIL (2) 10d @ EA- TRUSS TYP. ROOF EDGE NAILING LL = 0 LL TYPICAL ROOF EDGE NAILING ❑ L - BEAM, SLOPE, TYP. WALL EDGE - SEE PLAN SEE ARCH. -- TYPICAL WALL EDGE NAILING NAILING, SEE PLAN .,.:11.-=111 ROOF EDGE NAILING, �.. BEAM, SEE PLAN O Q 2x BLKG'-----.)76- . . SEE PLAN co� O ---,'L7'- ' - "' . ---'''''''7 i . SIMPSON A35 @ 24" O.0 U K^ / CS16 x 18" BOTH SIDES OF r--,-,-..-t EXTEND TRUSS END a EACH WALL STUD VERTICAL MEMBER TO Q - TITLE Ct FORM PARAPET & w o -- ROOF SHEATHING, - STUD WALL FRAMING, SEE PLAN DESIGN FOR +/- 82 psf uwi SEE PLAN ' Will �- - ROOF SHEATHING, SEE PLAN TYP. ROOF SHEATHING # DATE DESCRIPTION FACE MOUNT HANGER7 / ROOF EDGE NAILING, SEE PLAN WIND LOAD -- FULL HT TRUSS BLOCKING i SEE PLAN SEE PLAN • - 10dTOENA OC. FEDGE - 10d TOENAIL @ 6" O.C. IL @ 6" NAILING- TYP. WALL EDGE C . . .. . ,. ,....., r. .. .,.. °° f °° , MANUF. DESIGN FOR 300 NAILING ROOF O TRUSS TYP ROOF EDGE ROOF JOIST, NAILING, SEE PLAN �i I ° -°-46,----- °�% - _ PLF SHEAR LOAD SEE PLAN H2.5A BOTH SIDES OF - ROOF SHEATHING, SEE PLAN 1-'f °'� TYP. WALL EDGE PROVIDE A TRUSS VERTICAL JOIST °° NAILING, SEE PLAN AT BLKG. LOCATION, TYP. \ . O.C. U.N.O. 0 @ HEAR SIMPSON A3054 5 24" WALL SHEATHING, SEE PLAN . 4 , WALL SCHED. 2x8 CONT. BLKG. BIW ° I li X, 1. _ .\V � TRUSSES c, ° .°-------------_____ °- •— TRUSS BLKG °° :::::::.:O °° w `' , 10d TOE NAIL AT 6" O.C., 1 U.N.O. ON SHEAR WALL •10d TOENAIL AT 6" O.C. �H2.5A @ EA. TRUSS WALL SHEATHING — °° ° O SCHED. REVISIONS H7Z GIRDER TRUSS) • • BOTH SIDE OF ❑_ �� f PARAPET, SEE PLAN ° - ,n A T.O. PL. . ' R f LNI \� a lir SEE ARCH. `� ° 1 m SB,JD TOS 1 . :\-- ROOF TRUSS BY OTHER \ z SIMP A35 ANGLE AS DRAWN BY CHECK BY 2x BLOCKING BIW NOTED ON SHEAR iNi / TRUSSES 10d TOENAIL @ 6" D.C. - \ WALL SCHED. PERMIT SET TYP. WALL EDGE •-•‘- ll --- • H2.5A BOTH SIDES OF NAILING, SEE PLAN 1 • TRUSS STATUS CS16 WRAPPED OVER /7 X ! _ • % TOP OF BEAM T I . ��] 03.29.2018 \\-. ROOF TRUSSES BY TYP. WALL EDGE \ SIMPSON A35 @ 24" O.C. I DATE • • OTHERS NAILING, SEE PLAN U.N.O. ON SHEAR WALL • STUD WALL FRAMING, SCHED. POST, SEE PLAN I 10d TOE NAILS AT 6" O.C. NOTE: USE TYPICAL WALL SHEATHING 17154 - - BOTH SIDES OF WING WALL BETWEEN TRUSS BLKG. SEE PLAN \ DOUBLE 2x TOP PLATE STUD WALL FRAMING, &VERT. WEBS OF PROJECT NUMBER SEE PLAN TRUSSES. TYP. STUD WALL FRAMING -- STUD WALL FRAMING, I ; I /\ SEE PLAN - DOUBLE 2x PLATE bS8 . 31 8 HIGH ROOF FRAMING PERP. TO WALL - (---4' 02o18OTAK, INC. S8,31 1" = 1'-0" 9 TRUSS S CANTILEVER / HIGH ROOF AT WING WALL ( / 11 TYP. ROOF TRUSS BLOCKING DETAIL 58.31 1" = 1'-0" KS_8.31) 1" = 11-0" S8.31 1" = 1'-0" !f this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. JOIST, SEE PLAN - TYP. ROOF EDGE NAILING, SEE PLAN H2.5A @ EA. JOIST (3) 10d Otak SIMPSON A35 @ 24" O.C. /� -. 2x BLOCKING BETWEEN JOISTS r_ U.N.O. ON SHEAR WALL - TYP. ROOF EDGE NAILING SCHED. Y > DOUBLE 2x PLATE ti( CA _ o" WALL SHEATHING, SEE PLAN \' Otak Architects, Inc. -� 808 SW Third Avenue, Suite 300 10dTOENAIL @6" O.C. U.N.O. \\ WALL EDGE NAILING, SEE PLAN ROOF SHEATHING ON SHEAR WALL SCHED. ^` I GYPSUM SHEATHING, SEE ARCH Portland. OR 97204 ^� � I SIMPSON WS HANGER _ main 503287.6825 ROOF EDGE NAILING, SEE PLAN www.o87.68 m I GYPSUM SHEATHING, � �' SEE ARCH. / WALL EDGE NAILING, SEE PLAN ,_.,,.,,,.:1„N---- TYP. ROOF EDGE NAILING = • s eig PRO � , . Y . - .................. .,.-.......x1.1.111 1 /V '�• SOLID PACK A5 REQ'D - • ROOF SHEATHING, SEE PLAN ROOF SHEATHING G N F r (2) PLY TRUSS 11 �� s • f � : OVER WALL s 1 , �` y I EXPIRES12/31fIqA35 @ 24" / • SIMSON A34OC .N.O. OEAR HANGER BYTRUSSMANUF \ ROOF TRUSSES BY OTHERS _ WALL PLAN : — J L� LI (2) PLY GIRDER TRUSS DOUBLE 2x PLATE — \ ' ' '� �` DBG PROPERTIES ,% WALL EDGE NAILING, SEE PLAN ~=� � LLC HANGER BY TRUSS MANUF. - ROOF TRUSSES BY OTHERS • 10d TOENAIL @ 6" O.C. U.N.O. -- -• -- ON SHEAR WALL PLAN (2) PLY GIRDER TRUSS -- WALL EDGE NAILING, SEE PLAN >.A41 WALL SHEATHING. SEE PLAN �,\ Enayat lb- STUD WALL FRAMING, SEE PLAN 10d TOENAIL @ 6" O.C. U.N.O. -\ Schneider Smith 't� ON SHEAR WALL PLAN DOUBLE 2x PLATE Engineering, 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 58.32 1" = 1I-0' - S8.32 J 1" = 11-0"\ CONSULTANT l I 411111 2 Ik / 3/16 / r HSS 4x2x1/4 b x , Ali in 3116, >-- HSS 4x2x114 0 METAL PANEL MAX. M SELF WEIGHT= 20 PSF, SEE ARCH ' I I _ - HSS 4x4x114 @ - ADDITIONAL BLKG, _./V__. 10'-0" O.C. MAX b METAL PANEL MAX. I PANEL @EACHiv HOIST BEAM, SEE PLAN SELF WEIGHT= 20 DOUBLE PLATE AT TYP.HSS 4x4x114 @ o SIDE OF POST / EXTERIOR TRUSS BEARING \ PSF. SEE ARCH --./\.1)-'-,--/ - / - / 10'-0" D.C. MAX N II I _„__ TI -_- ,- CONDITION .` NOTE: WRAP 0516 CO 7,\: \ AROUND CORNER I— I I , 3r, / /\./ Z o I'I I f ° ° I 1 112„ I I W CS16 FROM TOP PLATE TO v / C / w 3 BLKG BETWEEN TUDS, BOTH ~�� Z ren SIDES OF WALL . - 1 112" I >� p cn (2) 318" DIA. x 4" LAG I I EC 1„PrP SCREWS 2 O DOUBLE TOP PLATE AT TRUSS LLJ Q I I a I I ~ CANTILEVER CONDlTON — STUD WALL EO D /I I \ FRAMING M < 12- EY ° I ° T -17-1r STITCH NAIL STUDS TO \ POST WI (2) ROWS OF ° o 1 Ro o BLKG. PANEL - 2 lad, TYP �� 10d NAILS @ STAGGERED 6" O.C. Ce CO 1 T BETW. TRUSSES O / _; � L6x4x5/16 x 3 112" L6x4x5116 x 3 112" 0- Q W/(2) 112" DIA. / \\bLilliw- W/(2) 112" DIA. FLAT 2X6 BLKG. THRU BOLTS, TYP 3116\ `rTMP THRU BOLTS, TYP 3/16 \ TYP BETWEEN STUDS �' IICICLU 3/16/ 118" CAP PL 3116/ \ -- STUD 1/8" CAP PL \./— ____/\/__. �\/ SEEP ANLL FRAMING, \ ' ♦A rr n� POST, SEE PLAN Q W M Z -m- ..." NI 2 —I NN- 3 MECHANICAL SCREEN W/ PANEL PERP TO FRAMING 4 MECHANICAL SCREEN _ 5 TOP PLATE STEP AT ROOF ELEVATOR HOIST BEAM DETAIL W_ z 0) 8.32 1" = 1'-0" S8.32 1" = 1'-0" S8.32 1" = 1'-0" 8.32 / 1" = 1��Or, LL ROOF SHEATHING, SEE PLAN o \, DOUBLE 2x PLATE L�.I cT oQ 0 ROOF SHEATHING, SEE PLAN TYPICAL ROOF EDGE NAILING Z TYP. WALL EDGE NAILING Ur O ITYPICAL ROOF EDGE NAILING - \ . i - - - - I SLOPE, E. Ct WALL SHEATHING, SEE PLAN j TYPICAL WALL EDGE NAILING TYPICAL WALL EDGE NAILING lSEE ARCH. • TITLE . BEAM, > SEE PLAN 2x BLKG. 2x BLKG. TYP. ROOF EDGE NAILING, SEE PLAN # DATE DESCRIPTION I STUD WALL FRAMING, SEE PLAN SIMPSON A35 @ 24" Q.C. b 2x6 BRACE /• 114" DIA. x 3" SDS SCREWS INTO EA. �-� � "' AT 6'-0"O.C. = STUD @TOP & BOT CHORD OF TRUSS SAWN LUMBER - ; ' ' �� FACE MOUNT HANGER, JOIST, SEE PLAN .� 2x PLATE WI 16d NAILS @ 6" O.C. WALL SHEATHING, SEE PLAN - - ' ! SEE PLAN _ 1 ROOF SHEATHING, SEE PLAN ,i U.N 0 ON SHEAR WALL PLAN - ROOF JOIST, SEE PLAN / ISEE PLAN TYP. WALL EDGE NAILING - - I ?._ DOUBLE 2x PLATE, --- \ 1 �. -- TYP. WALL EDGE NAILING, T. 1 SEE 2/S8.21 JOIST BOTH SIDES OF ++ )(� - __.__ a ++ IN -- ROOF SHEATHING, SEE PLAN ROOF SHEATHING, SEE PLAN \. + ++ _ WALL SHEATHING, SEE PLAN . -- SIMPSON A35 @ 24"O.C. U.N.O. (3) 10d @ EA. BLKG., TYP. - DOUBLE 2x PLATE, SEE 2/S8.21 // 2@x6 'STUDS 4pO�G / ON SHEAR WALL SCHED. ,-'7"/ Tf'A ROOF SHEATHING, TYP. ROOF EDGE sk I&-�= 2x PLATE WI 16d NAILS @ 6" SEE PLAN REVISIONS 2x6 BLKG. BETWEEN ROOF EDGE NAILING (3) 10d TOE NAIL NAILING, SEE PLAN TRUSS O.C. U.N.O. ON SHEAR WALL \NNs. TRUSS BLKG _ / SCHED. H2.5A @ EA. TRUSS 10d TOENAIL AT 6" O.C. H7Z GIRDER TRUSS} (6) 10d NAILS @END TYP. ROOF EDGE NAILING, SEE PLAN FULL HT CONT RIM Author Checker ( @ OF BRACE - - JOIST INTO (JOl5T DRAWN BY CHECK BY �� SOLID PACK AS REQ'D T.O. PL. ,°. ` + + + ,_T -� ir + + + <�• PERMIT SET SEE ARCH. i / : ` �� 10d TOENAIL @ 6" O.0 ++ �j ++ + 10d TOE NAIL AT = j STATUS , ,r 1� r 1 I JOIST, SEE i N / SIMPSON A35 @ 24" O.C. 6 OC PLAN 03.29.2018 TYP. WALL EDGE ' U.N.O. ON SHEAR WALL / \ _ DATE NAILING, SEE PLAN PLAN (3) 10d AT EA. 7:- SHEAR WALL EDGE - H2.5A AT EACH 2x6 BRACE AT BLKG, TYP. ROOF TRUSS BY OTHER NAILING \, RAFTER 17154 �, 40 TO 60 DEG. �� TYPICAL WALL EDGE 6" O.C., TYP. NAILING PROJECT NUMBER • N ` ROOF TRUSSES BY — ROOF TRUSSES �— 2x6 BLKG. BETWEEN TRUSS SHEAR WALL -- A (2) 2x TOP PL, OTHERS BY OTHERS _ TOP & BOT. OF BRACE SHEATHING DOUBLE 2x PLATE (6) 10d NAILS @ SEE 2/S8.21 -N--„, SIMPSONA35 - ` END OF BRACE STUD WALL FRAMING, - - ■ 32 SEE PLAN STUD WALL FRAMING, SEE PLAN ©2018 OTAK, INC. 17;- DETAIL - - 8 DETAIL 9 ROOF PARAPET DETAIL 10 RAFTER PERP. TO EXT. WALL If this drawing is not 24"x 36", it has been \58.32 1" = 1'-0" c ...8.32 V = 1 -0" S8.32 1" = 1'-0" S8.32 1" = t-0" reduced/enlarged. Scale accordingly. i A _. _ _.�-- - LAMINATED STUDS - SEE DETAIL -- SHEAR WALL EDGE NAILING _i--J�V � _ • (2) 2x STUDS FOR EACH MST37, MST48 . Otak 16d NAILS AT 4" O.C. - & MSTC40 SHEAR WALL FIELD -- • CENTERLINE OF STAGGERED - SHEAR WALL SHEATHING I [ • {3) 2x STUDS FOR EACH MST60 & NAILING, SEE SCHED. N.. • - WALL& HOLDOWN, SHEAR WALL FIELD SEE ARCH 16d NAILS AT 4" O.G. TYP. WHERE APPLICABLE, SEE NAILING, SEE SCHED. MSTC66 (ALT: 4x6 AT 2X4 WALLS, 6x6 _ SHEAR WALL PLAN -PER MANUF. t� I AT 2X6 WALLS) SHEAR WALL SHEATHING1 L HOEDOWN PER PLAN HOEDOWN POST PER / ! ! r. _ SHEAR WALL1015810 AND 6/S820 �/' p5, Otak Architects, Inc. WHERE APPLICABLE, SEE '� PLAN EQ EQ ik, ',� SHEATHING PER PLAN % I 808 SW Third Avenue, Suite 300 WALL STUD, SEE PLAN111SHEAR WALL EDGE NAILING. � • I/ Portland, OR 97204 PER MANUF. /1 . = �` w " main 503.287.6825 RUN SHEAR WALL N CONT. SHEAR WALL SHEATHING \ I�C I I I www.otak.com P C7 r��i��n .� _ ��: HOLDOWN POST PER SHEATHING CONT. THRU ; WHERE APPLICABLE, SEE IC/ w - = - s - . 10/5810 AND 6/S820 • ��I , BREAKS INTERSECTINGKSCAUSED BY WALLS. 7 SHEAR WALL PLAN 1 i �� / / �� PO � Ci PI 111 8-1 '�`��,CMl d HOLDOWN PER PLAN HOLDOWN POST PER N'------____. TRIMMERS PER SCHED. I% \ oc ; • '° r �,� w 1015810 AND 615820 (NOT PART OF HOLDOWN POST) �+� CENTERLINE OF SHEAR WALL EDGE NAILING Q (2) 2x PLATE, FOR LAP WALL STUD, SEE PLAN PER MANUF. SEE ARCH6d SEE DETAIL 21 58.21 �"�� CENTERLINE OF I WALL& HOEDOWN, KING STUD PER SCHED. w WALL& HOEDOWN, SHEAR WALL SHEATHING / ADDED STUDS OR POST 49/Q G. E�yP-� SEE ARCH CENTERLINE OF WALL & WALL STUD PER PLAN AS REQUIRED BY 10/5810 HOLDOWN POST PER__ HOLDOWN, SEE ARCH / J 10/S810 AND 6/S820 SHEAR WALL FIELD !MOIRES: 12/31/ j/ NAILING, SEE SCHED. HOLDOWN PER PLAN ` WOOD STUD WALL PER MANUF SHEAR WALL FIELD DOUBLE STRAP 3-29-2018 NAILING, SEE SCHED. WHERE REQ'D BY AT CORNER AT PERPENDICULAR WALL AT JAMB PLAN (APPLY ONE SHEAR WALL STRAP - MAY STAMP EACH ON INSIDE AND BE INSTALLED ON INSIDE OR A OUTSIDE) n OUTSIDE OF BUILDING AT V CONTRACTORS OPTION1 , ,r i(�- elf I_. (COORDINATE WITH ARCH) I - 1 TYP HOLD DOWNS 2 TYPICAL STRAP DETAILDBG PROPERTIES 58.41 1" = 1'-0" S8.41 NOT TO SCALE LLC HOLDOWN SCHED. _-,�,�4I MECH. OR ELEC. PEN. MIN. ANCHOR Enayat C516 STRAP EA. -- HOLDOWN TYPE HOLDOWN ANCHOR PROJECTION ABOVE MIN. POST SIZE PL SIZE Smith der +� SIDE OF PLATE Engineering,CONC. SILL OR TOP PLATE Inc. y HTT4, HITS, 5/8"0 A307 OR SSTB24 5" (2) 2x6 OR (4) 2x4 318x3x3 3141 WALNUT STREET, STE. 203A HDU5, HD5B DENVER, COLORADO 80205 '„ 4, HDU8, HDQ8, 71$"0 A307 OR SSTB28 6„ (3) 2x6 OR 4x6 318x3x3 720.904.1234 www.essdenver.com HD7B CONSULTANT I .).> I HD98 718"0 A307 64" (4) 2x6 OR 4x6 318x3x3 1'-2" 1'-2" . - ~i r- HDU11, HHDQ11, HDU14, HHDQ14, 1"0 A307 7" 6x6 318x3x3 HD12 SHEAR WALL SHEATHING - (2) 2x6 OR (4) 2x4 STUD PACK AI TYP. PLATE PENETRATION HD19 1 1/4"0 A307 7" 6x6 3/8x3x3 • -_ STHD STRAP, SEE SHEAR -- 58.41 SCALE WALL PLANS �; NO STRAP IF TRUSS HOLDOWN, SEE SHEAR - ` POST, SEE SCHED. & 5/58.21 Y / CONT. THROUGH WALL PLAN & SCHED. / TYP. STUDS, SEE CORNER ON SHEAR WALL EDGE SCHED FOR SPACING CS16 x CONT. b - SHEAR WALL EDGE NAILING TYP. ALL EDGES / - , i AT PEN /� j / STRAP ACROSS TOP TREATED PLATE i:,0.0, NAILING \ HOOK STRAP I- V OR ALONG SIDE N. \ oil UNDER CONT. I L /__ _ J L _ J L _ _ /.( - 1/2 EXPANSION JOINT G. REBAR ef)// // Y/ // // // / /7ti!/ // // // // // // /T// // ,ej b / \ c ° 1 - _ / EDGE FRAMING SHEAR WALL SHEATHING = 7. 112" EXP JOINT I I © © / &EDGE NAILING , JS SLAB, SEE PLAN FOR REINF. EXTERIOR GRADE ' CS16 STRAP I I I V // // //// ;% /' //// // 4 // ///v // // // // I Ili ` CONC. SLAB, SEE PLAN // 1 r ..I . v d e 4d K T /\//\ - -a.1 I I i i : / z �.. .�•; _ SEE PLAN FOR \� mt. I r 1'-0" 1 � ,�. --��- - - a ` '° ao FTG. REINF. \ ' .. ..4 I I I /_ #4 T&B AND @ 12" O.C. - ° c o a "A a r / 7/-7/ XI-// /i v/ 77 Y/\-1 / // rr ii // /I''/r // -+� ..• .. -. T.O.F. EL. a #4 DOWEL W/STD HOOK I ! 41 /- T. �� #4 DOWEL W/STD HOOK \��\� ' , SEE PLAN Z r @ 18" O.C. ALT. HOOK „ CONT. FTG. BEYOND, - @ 12" O.C. ALT. HOOK /\� `e'y 2 • CONTINUE REINF. , -� :� , � _,,_._4 DIRECTION M Z SHEAR WALL SHEATHING • • MECH. OR ELEC. PEN DIRECTION / THRU PAD FTG w • d" IN SHEAR WALE . , / CC 2x BLKG.ABOVE & BELOW 2X BLKG. FOR 2 BAYS FLOOR FRAMING PL., SEE SCHED. WASHER • • . , a, C OPENING & (1) STUD SPACING NAIL SHEATHING W/ 10d Ce 1— �/ W/HEAVY NUT TOP & BOT. .- SEE PLAN PAST PEN. AT 8"O.C. °•'A T.O.F. Et_. i..IL j �, . a ,' " • - . SEE PLAN II< Q + + .. a-° •-_:i' 4 TYP. SHEAR WALL PENETRATION 5 RE—ENTRANT CORNER AT FRAMING z 'la= - <- - . � STRAP HOLDDOWN DETAIL Q . .4. • . ' d ' ~ SEE PLAN FOR ❑ 58.41 NOT TO SCALE - 58.41 NOT TO SCALE g d �,' �_ . �•-4 -- - • =4 • ` REINF. 58.41 1" = 1'-0" LUCI CO ad .4 . - .• - v - e• W CO b ' • - J YtV • S a _ - '� •.- fir-" .. N a7 W Q .; ' . a- HOOK ENDS OF orienne D 12 LONGITUDIANL LI. I 0 ��// SEE PLAN BARS Q 1� W cn f: W = oQ _ � I �6�`, EXTERIOR HOEDOWN FTG. °N::' I-7- Cl)HOEDOWN, SEE SHEAR - -. - -- -. WALL PLAN & SCHED. S8.41 1" = 11-0" ON 61 S8.41 \ ________\/\____ POST, SEE SCHED. ON 6158.41 & 5/ S8.21 TITLE TREATED PLATE ° # DATE DESCRIPTION \\, 0 #4 'Z" BARS @ 12" 0.C. HOLDOWNL //1I / PLAN & SCHED. r- I 1 POST, SEE SCHED. TYP STUDS, SHEAR WASE SHEATHING \ ON 61 58.41 I SEE SCHED & EDGE NAILING ON 6/S8.41 & 5/S.8.21 POST, SEE SCHED. I FOR SPACING • . . (3) CONT. / ON 61 S8.41 & 51 S8.21 -� °A #4 .__ : I \ �■� 010 SLAB, SEE PLAN TREATED 2x PLATE SHEAR WALL - ```��"' FOR REINF. \\ ° ° ��' 111 EDGE MAILING . \ HOEDOWNS ON TYP. ALLV'''k'''''''''-)r - --4. . . _ • 4SHEAR WALL N ° ° SLAB, SEE PLANOPPOSITE SIDES OF EDGES AT PEN SHEATHING & FOR REINF. , J L- _ A POST STAGGER HEIGHTS fl i KJ // // /./ // 7/ /' /� w'// -' // i// // // // // \\ ' \ ;- e ;•�_°� :' i---a- - �• - / •4�/; EDGE NAILING N. .�.E, _. SLAB, SEE PLAN 4 -4.-, v 4, T.'.4.':;''',..:.-4--.7; d ' )\__II � �\ - • 'dI _ a . �\4. _ , . d - 7 . ,� \ T.O.F. EL. \. _ FOR REINF. REVISIONS 4 5EE PLAEV ``>• TREATED 2x PLATE4' DIA. MAX �� s a.a i• _ . F . 4 1 i PLATE, SEE SCHED. CS16 STRAP �� MECH. OR EEEC. • 4 ~ WASHER & HEAVY PEN IN SHEAR WALL. . d ° /0 ONE PENETRATION da ,° \ v _ _. JNUT TOP & BOT. SB,JD TDS 1 ° I CONTINUE REINF - -' , .• , � "PER STUD BAY AS Z • # ° . .4 a 4 _ 9. ffi. • �' ' I ! , ` ��!SHOWN g . - • THRU PAD FTG �` dd• I / ■�d e•a . .°', a d ' •�_ 1 - - -d- - - T.O.F. EL. DRAWN BY CHECK BY :, _ - - . - - -- vd _ . _ r .d: .1 - - • - - SEE PLAN LA \1 .77 - - 4 '° . ~1 I -.n _ - I 4 I /' / :a PERMIT SET ,'. • , a' ,�• • PLATE SEE SCHED. 4 :� STATUS dd --- / /7'� iT / iWvir /iir /rii / jillliiir /i' `_ •9 WASHERW/HEAVY — co 4' - I a , �� _ d . b' - SEE PLAN FOR i r .141' I I i I NUT TOP & BOT. PL., SEE SHED. - • --,„.....:...-1 - r _1 a " - REINF. 03.29.2018 • ° _ . r �. • WASHER & HEAVY , �_ • U T.O.F. EL. 1 d _ DATE • °- . _ - •A�� _ NUT TOP & BOT. -- 4 v) to SEE PLAN �;� _ ° -- - . z 1 '''''''''' \ 2x BLKG. & BELOW .� � � - --'�- • - '• � �• _ �°�a• ° SHEAR WALL SHEATHING SEE PLAN FOR FTG. { l� a 17154 c 1 PROJECT NUMBER OPENING & (1) STUD SPACING { SIZE & REINFORCEMENT 1 w - . - PAST PEN. SEE PLAN - w - - U u)-! :' FOR REINF. ®" •,4, - `� SEE PLAN - HOOK ENDS OF SEE PLAN ti• IF PENETRATIONS ARE 3" DIAMETER OR LESS, H LONGITUDINAL BARS - H _1 NO BLOCKING OR STRAPPING IS REQUIRED U ...-, S8 A 1 �\ SHEAR WALL PENETATIONS FOR ©2018OTAK, INC. 8 PLUMBING/ELECTRICAL 9 INTERIOR HOLDOWN FTG. 10 CORRIDOR CONT. FOOTING 11� DOUBLE HOLDOWN @ CORRIDOR lfthrs drawing is not 24"x ss it has been — — — — 58.41 1" = 1'-0" 58.41 1" = 1'-0" 58.41 1" = 1'-0" 58.41 J 1" = 1'-0" reduced/enlarged. Scale accordingly. EXTENT OF SHEAR WALL, SEE PLANS Otak ..... ROOF SHEATHING SIMPSON CLIP PER SHEAR SCHED. __. FULL HT BLKG BETW.ROOF FRAMING Otak ArchitectSInc. 808 SW Third Avenue, Suite 300 SHEAR WALL • — --�� •,�� Portland, OR 97204 main 503.287.6825 EDGE (2) 2x TOP PLATE, TYP www.otak.com ATTACHMENT. TYP SEE SCHED. SHEAR WALL FIELD — STRAP OR HOLDDOWN, (1) 2x STUD - (2) STUDSWHERE �� O ��f ATTACHMENT, TYP. SE 1 / TYP SEE PLANS & DETAILS REQ'D, SEE C. ,G Fe fi SCHED. / j SCHED e' �o..j. V LAP SHEATHING A ' 11 FLAT BLKG '/ i . , MINIMUM OF 4" ONTO RIM H10 @ 12"O.C., 1 :. BETW ' P .,+■ SIMPSON CLIP PER �'/ l" JOIST & EDGE NAILING NP STUDS ,� SHEAR SCHED. (NOT A � f , M /pESA G. SI REQ'D IF PLY HAS 4" LAP ONTO RIM) ;,< °'', L,,, n,3f S: 12/31/ !q i/ ,i-v- i ii 3-29-2018 civ4 r _ ...,,. .....,,_ W,,,,.,.,, ,,. 1 i STAMP PLY SHEATHING LAID 3x OR (2) 2x REQ'D AT _ `�■ VERT. OR HORIZ, TYP 1 SOME ADJOINING PANEL / - - r N' • - r lL „rni EDGE FASTENER iz al DBG PROPERTIES FLAT 2x BLKG -------------------i 411. 1 1r + EDGE FASTENER EACH SIDE OF LLC AT ' S8,42, e" `---- 2x STUD, TYP 3/8" MIN. EACH SIDE OF JOINT, JOINT STAGGERED EDGE FASTENER PANEL EDGES STAGGERED GG ,N (AS REQ'D C% `� EACH SIDE OF ) s + . . JOINT, STAGGERED - e•d • ° ., HOLDDOWN, TYP SEE r . .a , e - °' - . ;; PLANS & DETAILS Enayat I' a° e- � . � - b� Schneider a4 Smith EDGER WALL — ._ - 4 d . 4 ! °_ — ANCHOR BOLTS Engineering, gineering,� A . . .- 3141 WALNUT STREET, STE. 203A ATTATCHMENT, - � � SEE SCHED TYP SEE SCHED. DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT 1 TYP. SHEAR WALL ELEVATION 2 TYP. SHEAR WALL EDGE NAILING 3 TYP SHEAR WALL HORIZ JOINT S8,42 1/2" = 1'-O" S8,42 3" = 1-0" — — S8.42 3" = 1'-O„ CO I- Z .. W �--- M z I— w cI- a Ct CI. CL Q 0 < I o CO J YN Q W z ° w D Iz 0 1.1. = o CC W uo Q = w � � s I-- I~ f- CO TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER 38 . 42 ©2018 OTAK, INC. if this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly GENERAL INFORMATION I I CH. 6 - TYPE OF CONSTRUCTION I CH. 9 - FIRE PROTECTION SYSTEM I I ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFECIENCY SPECIALTY CODE) 1 Otak PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 FIRE-RATING RATING REQUIREMENTS FOR BUILDING ELEMENTS - TABLE 601 BUILDING FIRE DETECTION AND SUPPRESSION CLIMATE ZONE PER 301.1:4C 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 48 APARTMENT UNITS. . OF COVERAGE , O.°,1111V.A 16, BUILDING ELEMENT RATING RATING CODE PROVISION AUTOMATIC SPRINKLER SYSTEM: YES 903.2.8& 504.2 NFPA 13 WALL INSULATION (WOOD STUD)-ABOVE GRADE R-21 R-21 PROJECT ADDRESREQUIRED PROVIDED 905 3 1 ROOF-ENTIRELY ABOVE DECK R-20ci N/A Otak A itects, Inc. 7840 SW HUNZIKER RD STANDPIPE SYSTEM: YES CLASS I EXCEPTION#1 808 Thins .venue, Suite 300 TIGARD, OR 97223 STRUCTURAL FRAME 1-HR 1-HR TABLE 601 ROOF-ATTIC R-38 R-60 P. land, OR 97204 BUILDING CODE EDITIONS FIRE ALARM SYSTEM: YES 907.2.9 THROUGHOUT m in 503.287.6825 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BEARING WALLS 1-HR 1-HR TABLE 601 907.2.9.1 UNDER FLOORS (JOISTS) R-30 R-30 www.otak.com 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) (INTERIOR & EXTERIOR) MANUAL FIRE ALARM BOX NO EXCEPTION#2 - 2014 OREGON MECHANICAL CODE (OMSC) NON-BEARING WALLS& SMOKE ALARMS YES 907.2.9.2 THROUGHOUT UNDER FLOORS (MASS) R-10ci R-10ci 2017 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS PARTITIONS-EXTERIOR SEE TABLE 602 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 4. 1 : d ACCESSIBILITY- NON-BEARING WALLS& ICC/ANSI 117.1 2009 PARTITIONS-INTERIOR NR NR TABLE 601 COMMON AND WINDOWS (U FACTOR) 502.3 U-0.35 U-0.27 * # VISIBLE ALARMS: YES 907.5.2.33721 • SECTION 504 REHABILITATION ACT OF 1973 PUBLIC AREAS BRIAN R.FLI:ENRredA FLOOR CONSTRUCTION& WINDOWS (SHGC) 502.3 0.40 0.40 CI FAIR HOUSING ACT- DESIGN GUIDELINES SECONDARY MEMBERS 1-HR 1-HR TABLE 601 NOTED ON PLANS, 75' FIRE SPRINKLER-NFPA 13 FIRE EXTINGUISHERS YES 906 MAX&2-A RATED • • WINDOW AREA LIMITATIONS 30% LESS THAN 30% SECROOF CONSTRUCTION NDARY ARY MEMBERS& 1-HR 1-HR TABLE 601 CH. 10 - MEANS OF EGRESS I %0RILAND,:e CH. 3 - BUILDING OCCUPANCYI 1 OPAQUE DOORS 502.2.7 U-0.70 U-0.55 Q DOORS SHALL HAVE THE FOLLOWING RATINGS: OF OCCUPANCY CLASSIFICATION GROUP(S) (310): R-2 RESIDENTIAL • UNIT DOORS IN CORRIDOR-20 MIN AND DOOR LABEL OCCUPANT LOAD & EXITING CURTAINWALL/STOREFRONT 502.3 U-0.45 U-0.45 3/29/2018 S-2 STORAGE • STAIR DOORS-90 MIN AND DOOR LABEL OCCUPANCY SEPERATION (508.4): R-2/S-2= 1HR • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION SEE CODE PLAN SHEETS FOR OCCUPANT LOADS AND EXIT REQUIREMENTS. CURTAINWALL/STOREFRONT- DOOR 502.3 U-0.80 U-0.80 STAMP • CORRIDOR DOORS SHALL HAVE SMOKE GASKETING I CH, 4 - SPECIAL REQUIREMENTSI NOTE: EGRESS WINDOWS AREREQUIRED IN EACH BEDROOM PER 1029 SIZE AND DIMENSIONS TO MEET 502.4.1 - A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL EXTERIOR WALL RATING BASED ON FIRE SEPERATION DISTANCE - TABLE 602 REQUIMENTS IN 1029.2 ENVELOPE, INSALLED PER 502.4.1.1 r- 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 - (420) THE TOP STORY SHALL BE PERMITTED TO BE BY A SHIPS LADDER THAT IS CONSTRUCTED OF STEEL IS A MIN �FIIL WALLS BASED ON FIRE SEPARATION CONSTRUCTION TYPE OCCUPANCY GROUP R-2 OF 30" BETWEEN HANDRAILS HAS A RISE AND RUN 12" MAXIMUM AND 4" MIN AND HAS HANDRAILS PROVIDED FLOOR ASSEMBLIES SEPERATING DWELLING/SLEEPING DISTANCE (TABLE 602): ON BOTH SIDES OF LADDER DBG P R O P E A T I E UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES (420.3) X<5': VA 1-HR LLC 1018.4 DEAD END CORRIDORS SHALL NOT BE MORE THAN 20'-0" IN LENGTH EXCEPTION: 2. IN R-2 OCCUPANCIES WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER 1 CH. 5 - BUILDING CONSTRUCTION - TABLE 503 I 5'S X< 10': VA 1-HR SYSTEM IN ACCORDANCE WITH 903.3.1.1 THE LENGTH OF THE DEAD-END CORRIDOR SHALL NOT EXCEED 50 10' X< 30': VA 1-HR FEET CONSULTANT CONSTRUCTION TYPE USED & OCCUPANCY: TYPE VA, R-2 OCCUPANCY BASE ALLOWED W/ALLOWABLE PROPOSED X z 30': VA 0-HR MEANS OF EGRESS SIZING INCREASES NOTE: LOAD BEARING WALLS SHALL COMPLY WITH THE FIRE-RESISTIVE RATING REQUIREMENTS STAIRWAY SIZING SHALL BE CALCULATED BY 0.2in PER OCCUPANT PER EXCEPTION 1005.3.1. THE BUILDING BUILDING HEIGHT 50' 70'* 45' OF OSSC TABLE 601 SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NO. OF STORIES 3 4* 4 I CH. 7 - FIRE AND SMOKE PROTECTION FEATURES I 903.3.1.1. FLOOR AREA 12,000 SF/FLOOR 21,000 SF/FLOOR 12,618 SF/FLOOR MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) 1 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 a 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) ACCESSIBLE VAN STALLS TO COMPLY WITH ANSI117.1 SECTION 502 CH 11. GROUP R-EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH BUILDING IS ALLOWED TO HAVE UNLIMITED UPROTECTED OPENINGS-ALL WALLS HAVE A FIRE SEPERATION SIGNAGE TO BE INSTALLED PER 1106.7.2 SECTION 903.3.1.2 MAXIMUM BUILDING HEIGHT IS INCREASED BY 20', MAXIMUM NUMBER OF STORIES DISTANCE GREATER THAN 20' INCREASED BY ONE. FIRE-RATING RATINGS FOR BUILDING ELEMENTS ACCESSIBLE UNITS (1107.6) ALLOWABLE AREA PER STORY: Aa= (At+(At x If)+(At x Is)) NOTES: At=ALLOWABLE AREA PER TABLE 503= 12,000 SF BUILDING ELEMENT RATING REQUIRED RATING PROVIDED CODE PROVISION If= INCREASE DUE TO FRONTAGE = ((559 ft/559 ft)-0.25)(30/30)= 0.75 1. ALL UNITS TO BE AT LEAST TYPE B ADAPTABLE DWELLING UNITS PER 1107.6.2.1.2. Is= INCREASE DUE TO SPRINKLERS=0 FIRE PARTITION 1 HOUR 1 HOUR 708 2. AT LEAST 2% OF UNITS TO BE TYPE A PER 1107.6.2.1.1. (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 Aa= (12,000 SF +9,000 SF) HORIZONTAL SEPARATION Aa=21,000 SF (UNIT TO UNIT) 1 HOUR 1 HOUR 711.3 (56 UNITS X 0.05= 3 UNITS) TOTAL ALLOWABLE FOR BUILDING = 84,000 SF 2% OF UNITS ACCESSIBLE TO PEOPLE WITH SENSORY IMPAIRMENTS PER SECTION 504 CO SHAFT ENCLOSURES 2 HOUR 2 HOUR 713.4 REHABILITATION ACT 1973 Emmi BUILDING AREA SUMMARY (56 UNITS X 0.02=2 UNITS) Z CORRIDORS 1/2 HOUR 1 HOUR 1018.1 &708.3 TYPE A UNITS TO BE DISPERSED AMONG THE VARIOUS CLASSES OF UNITS. (3)TYPE A UNITS ARE OCCUPANCY GROUP S-2 R-2 R-2(DECKS+ TOTAL PROVIDED: (2) 1 BEDROOM, AND(1)2 BEDROOM. SEE CODE PLANS FOR LOCATIONS. W PATIOS) (718.4.2) DRAFTSTOPPING IN ATTICS *THOSE UNITS OF THE SAME TYPE, 1 BR, 2BR, OR 3BR THAT ARE NOT ICC TYPE A UNITS WILL BE ICC TYPEM >- LEVEL 1 196 SF 12,236 SF 904 SF 13,316 SF DRAFTSTOPS ARE NOT REQUIRED PER OSSC 718.4.2 EXCEPTION 2. BUILDING IS EQUIPPED WITH AN NFPA B UNITS HAVING THE SAME LAYOUT ONLY THE KITCHEN COUNTERS WILL STANDARD HEIGHT 3'-0"AFF 13 AUTOMATIC SPRINKLER SYSTEM THAT COMPLIES WITH OSSC 708.4 EXCEPTION 6. AND THERE WILL BE NO REMOVABLE CABINETS AT THE DENOTED FUTURE KITCHEN WORK SURFACE. LEVEL 2 220 SF 12,192 SF 904 SF 13,316 SF Ce M (711) HORIZONTAL ASSEMBLIES I CH 15. ROOFS I Q LEVEL 3 220 SF 12,192 SF 904 5F 13,316 SF HORIZONTAL ASSEMBLIES SEPERATING DWELLING UNITS SHALL BE A MINIMUM OF 1-HR FIRE RESISTANCE BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION 0.. RATED CONSTRUCTION LEVEL 4 154 SF 12,258 SF 904 SF 13,316 SF CLASS B a ROOF CONSTRUCTION (VA) CLASS B MINIMUM 1505.1 LU (713) SHAFT ENCLOSURES CO Lr 0 TOTAL 814 SF 48,834 SF 3,616 SF 53,264 SF CH 17. SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND 0 SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAT 2-HRS WHERE CONNECTING FOUR STORIES DEFERRED SUBMITTALS Q Wor) OR MORE, SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS (713.5) N U SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE N COVER SHEET-A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING 11.1 Z i,;,--) (713.14.1) ELEVATOR LOBBY PACKAGES. i LL i 0 Z Z 713.14.1 EXCEPTION#4 1 CH 29. PLUMBING FIXTURES I i 0 Ci EXCEPTION 4 ELEVATOR LOBBIES ARE NOT REQUIRED IN A BUILDING PROTECTED BY AN AUTOMATIC W w SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. OCCUPANCY AREA REQUIRED PROPOSED Q DWELLING UNIT (1) KITCHEN W/(1) SINK (1) KITCHEN W/(1)SINK - (714.4.1.2) THROUGH - PENETRATION FIRESTOP SYSTEM I r~ I- CO (1) BATHROOM W/ AT LEAST(1) BATHROOM THROUGH PENETRATION SHALL BE PROTECTED BY AN APPROVED FIRESTOP SYSTEM INSTALLED AND WATERCLOSET, LAVATORY W/WATERCLOSET, TITLE TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 AND BATHTUB OR LAVATORY AND BATHTUB/ SHOWER SHOWER # DATE DESCRIPTION (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 A5-O . 1 4 2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. KNOX tiUX COMMON PATH OF STANDPIPE-TYP TRAVEL=41'-Q'• (TYP IN 2 BED UNITS) R-2 S-2 (ACC) R-2 R-2 R-2 R-2 R-2 CODE LEGEND UNIT 2 BED STORAGE UNIT 1 BED UNIT 1 BED - TYPE A UNIT 1 BED - TYPE A UNIT 2 BED UNIT 1 BED EMERGENY EGRESS PATH, OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC \ MINIMUM 3WIDPTH OF ROVIDE EGRESS ,..iiiimoria 000.`-iiiii/A 166, 944 SF 22 SF 637 SF 665 SF 666 SF 969 SF 636 SF PATHFOOTCANDLE LIGHT AT FLOOR 0 I LEVEL. DO NOT EXCEED MAX TO Otak Architects, Inc. • =• DC 1 __■ . _ : ==_1 El _ _r.I = .... : : .,r.... - l MIN ILLUMINATION UNIFORMITY ...._,y.. __:.... _:...m: . ;,.W� , . .. _, �.,#�.. ..,- _,. � �►...... . 1 • � � 2 RATIO OF 40 TO 11...1:MERGENCY 808 S hird 97204 ACC d nue, Suite 300 vi \ w Y I ■��iii. - I �rt� ,, -===y _; " . . _ _,,..,:.. Y I ! STORAGE LIGHTING TO BE POVIDED BY o nd, OR J BATTERY BACK- mai 503.287,6825 i - :_ ,"'�_ 4' _-....: - r 1__ L I OLF 300 = 1 OCC ^ - M " .ww-otak.com ! n• 1^".a :: 1y . . !SLI,:111:3 __ .i...' E F --- - - J I _ .._d. . _ ` _�'"1':.:". '° . . .IL• L:.S:ffiI. . ' _..._ ; ■ ...n..u.ui •'- i ------ r. r 22 SF I .N +; I ,,. 4.1 r. t rt i ► • i - - - -� DISTANCE 250 MAX( 0111 ) `' S$1V1}f EXIT ACCESS TRAVEL i , i � „ I : „ _.„ _ _ ik_..:_, EXTERIOR WALLS 1-HR Y1 i.-.-i L_______ 1 . r f__ ,11 ____, r . .., a f 4 �• M i } R-2 COMMON PATH OF TRAVEL(1014.3) _� RATED PER OSSC ---^ L_-� !E l -- __ �....: .�� ., rr -z.-�li = -, -- - = = R-2- 125 MAXr M .■.. 0% 1 k - a - _ NIT 2 BED A- 75' MAX TABLES 601 AND 6Q2 - , O OCCrei'` L ,,..,.� ;; :", _ E------yams " $ - • �T LF 200 = 5 C OCCUPANTS EXITING PER EXT �Q -a,� * ;, --Y II _ �� - al 1111:---1 `� ^ " ■ I 13R1A .F�TAIR1r= -; h►F r . �r•Pr A:>. - _rEXiT �• 10 x a..a._.,_- .,. _: II --, I O LOCATION ,4 SE xis . �: ... j 944 SF w �� o _z_-. + L , �� Nr. r ,.. FIRE EXTINGUISHER CABINET WITH FIRE VIAND,()R �� ^ I' t .✓ _ • - Y �� _ _. ' ' "- Y:n E I m FEC ,_ 1 I , - I --I �- ; EXTINGUISHER SEE 14IAX-8.11 OF A NC r 1 , - . 1101 rep r/tv 4, 1 .,•.:j W _ `„ � .._.. _ Y__ �;'; ilibr ,,,•-""" .,r'''' `;I Yt., . r, is / OCCUPANCY LOAD FACTOR O r "3 �.�� :, _ ■i, ( .>i i „ #•J ( R ( _ i OLF ^ ° i -'--!1'. - r tis k I r ^ � Y� a :.;'4) �r �= ,, !� ri , _ :®�- �. J - r " 1 3129!2018 VOitze-oi://i4 �er%�'�r• ,ii'� lr�; rA,39 PAO %IP-IA/p.. 1 �� __ rei.d`,®21��E:��w� �' v di VA i�* fir/` "TOCC OCCUPANT LOADSTAMP 4ri � .®�� 00 + CORRIDOR �� Orl it . 1 .- !n = if A• 'e -"..-��F - t I 1 , d r d t i �w ii s r� �� r� �� I I I ►�� %'ii I�' ® ' : �� I I jI NO EXIT SIGN 7, . e ��,�t��./.®f :,i.0, 0'.* ACS �' Z1 ' 7 ;71ft---7,74, ,�., i -- !�,� �^�• f :r �4 / 1 t I ACCESSORY USE (508.2)SHALL NOT BE MORE l � ..' _ FI^ .1 - (ACC) r._:':�r•. 3 . /..-,4 _ i l.1 C. + .j. i.K.;. �... ` . +4, rn 1 ',.,/ F.;., 11 1 ..._ i f 1. • I' " i ► II xR-2 111 � \IlL -µ Y t_ "% 4 ^ t... ,. IV p THAT 10% BUILDING AREA OF STORY MI ,I (.....:�'"C: ,•-_, - .._. ^ - I �_r ;_�;; E. 3�' - Aspo. �r====; "� �I i I R-2 FDC FIRE DEPARTMENT CONNECTION --- I ! �, UNIT 2 BED __ ; OLF 200 = 5 OCG 1. 1 I I` y � ..� I ,;.:_ �. ._ ,..._._.-__., ■ j •► �� ar, �i!, UNIT 2 BED - TYPE A ^ SENSORY �I ► ��®� �i ' I k - DBG R E m .7.2t. ^ f� �.F..a. m Ns., M. - ' ` :r:_.:= ,r,a:_. :r. ..:., P R E T i 944 SF 1 • 3_. ..._ OLF 200 -- 5 OCC --_-_ ,.0•1,11, i :� I ; II (!---`1, r 1 ALARM UNIT ;----- .- - `-"" ` --- ^ , _ --•• , r ; , �t PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS I-LC ___f. _a i ._.-� I -!L. °�` T= II •- 9 STAIR � i -"" - _-' .�I c a 1 I 944 SF PROVIDE 20 MIN RATED DOORS AT CORRIDOR �( I E_... Y j :- Ii 1 ✓J J ,� - II ► i _F ",.....,r -' 1 , .s • i ; „' i - a .`/,i +�■ -.-..- _._ """"""" I PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL CONSULTANT �� I I I OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO II P-i I - E ._-__--1 �i _ 3 r-�,� �. Y�_ I _. ... _ Y ! :. 4Il4i -- iHEAD, JAMB AND SILL. OPENINGS ARE NOT RATED E : fi ► i. 1 ; t i i i --- I M I E , I ! II I I !-' ___ , . -._ . -i IIS; • - ►. /I[` �Yt i µms-; F -� ilk - II --f • ,-"._ _._..1 -_. it -• i % ; ,, �. ' �� .w..�.� PROVIDE 2-HR RATED FIRE BARRIER. PROVIDE 90 MIN J • '� I• Y= , IRATED DOORS _ �.1. .._.i_..- _ . I_-... _ �ir---ilimai ,wur L _ • ._ _..--.. -:w.._.,. --..... r, .._.__�... M 'll • • __..r,:..:1..::..n_ 1'I I _J ___ =s a ,� . Nglill / COMMON PATH OF I I ' CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE TRAVEL=41'-0" - I � /' . �` TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE (TYP IN 2 BED UNITS) r� p e� �+s CD / / UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE R-2 S-2 R 2 R 2 R 2 S-2 (ACC) S' 2 R-2 S-2 (ACC) / '' ; AND SHALL BE SECURELY ATTACHED THERETO. FIRE UNIT 1 BED ELEV MECH UNIT 2 BED UNIT 1 BED UNIT 1 BED FIRE SPRINKLER ELEC UNIT 1 BED STORAGE `�' BARRIERS SHALL BE CONTINUOUS THROUGH ,.', CONCEALED SPACES. OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC • ,' 636 SF 22 SF 969 SF 638 SF 636 SF 22 SF fib SF 637 SF 22 SF ,// FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE ;` , ; FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- • STANDPIPE-TYP �'�1 RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING COMMON PATH OF TRAVEL= 38'-3" ,';` ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED (TYP IN 1 BED UNITS) (MAX PATH ` ' THERETO. TO RATED STAIR=99'-9") _..__^_.._.-._._� - - --' ------- / C , OCCUPANCY SCHEDULE-BUILDING 5-LEVEL 01 BUILDING5 - CODE PLAN - LEVEL 01 I NAME LEVEL 1 NUMBER I AREA OCC I OLE OCC LOAD GROUND LEVEL 5-0.1 SCALE: 3132"= 1'-0" 1 UNIT 2 BED GROUND LEVEL 5-101 944 SF R-2 200 5 CV COMMON PATH OF I UNIT 2 BED GROUND LEVEL 5-102 944 SF R-2 200 5 jl STANDPIPE-TYP TRAVEL=41'-0" UNIT 1 BED GROUND LEVEL 5-103 637 SF R-2 200 4 1 CO (TYP IN 2 BED UNITS) UNIT 1 BED GROUND LEVEL 5-104 636 SF R-2 200 4 I ■ r UNIT 1 BED-TYPE A GROUND LEVEL 5-105 665 SF R-2 200 4 �■ R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 R-2 S-2 (ACC) R-2 R-2 UNIT 2 BED GROUND LEVEL 5-106 969 SF R-2 200 5 I Z STORAGE UNIT 1 BED UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED UNIT 1 BED-TYPE A GROUND LEVEL 5-107 666 SF R-2 200 4 UNIT 2 BED STORAGE UNIT 1 BED I W W 2 OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 DCC OLF 300 = 1 OCC OLF 200 = 5 DCC OLF 200 = 4 OCC UNIT BED GROUND LEVEL 5-109 969 SF R-2 200 4 WOLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC UNIT BED GROUND LEVEL 5-109 969 SF R-2 200 5 I M w 944 SF 22 SF 637 SF 22 SF 636 SF 667 SF 22 SF 969 SF 667 SF UNIT 1 BED GROUND LEVEL 5-110 636 SF R-2 200 4 UNIT 1 BED GROUND LEVEL 5-111 636 SF R-2 200 4 - h I' (ACC) UNIT 1 BED GROUND LEVEL 5-112 637 SF R-2 200 4 _ - -mss =_. - ._.. _ __Fez: :,. r -. , , - -c._: . . . . . .. r _...,. - r■ :I,[fi b., . , _ C _ alar!.I.lr uu : . I IIFI�u ,r Euw:wuulelu.�e.a UNIT 2 BED GROUND LEVEL 5-113 944 SF R-2 200 5 rt Ci) i. ._: RAGE I .,� I r, STOR• AGE UNIT 2 BED-TYPE A GROUND LEVEL 5-114 944 SF R-2 200 5 a z I ! = •' �- G " __ ■ _ �.....__ OLF 300 = 1 OCC GROUND LEVEL 5-U11 22 SF S-2 (ACC) 300 1 1 . STAIR *I -, # , RAGCL E -. ? - ' : . _. ., .r.�I . . ._ ! !, -L_-. 1 _ - - - - - w _ I _ . _ _ _� LL..Y.J-1. . mil. . I L 22 SF ELEV MECH GROUND LEVEL 5 U12 22 SF CL S r1 � j L 4 1. ` i !� " i i i.__'_'."# . / y '- ' I"- � !---/ "_I rt r - I , 1• 1 Ei • - 1... " E -2 300 1 : ! : _ 1 i � � I F , ss. i.�i• ,il i • _1 I(� l;Ile = I Y SPRINKLER 5-U14 (ACC) _ I �_ _ I .! l_-_ FIREGROUND LEVEL 22 SF S-2 (A C 300 1 a y. , !�' 1 ? ' _.__ ! ,.Ri', ssi'" L. I I [...i/H . I I: I E _ '' - .. I --- E D LEVEL 5-U16 66 SF S-2 30Q 1 LLI ; ` - _A �iI I - 1 F LEC GROUND /VI • E �_ _ d EXTERIOR WALLS 1-HR = ^ E, , 7 II. 47:3 , • ^ - J w ! I- I. '� I R-2 iSTORAGE GROUND LEVEL 5-U17 22 SF S-2(ACC) 300 1 0 RATED PER OSSC " r,, �� ' ' �" - " •1•1•1•1, �: �: STORAGE GROUND LEVEL 5 U18 22 SF S-2 (ACC) 300 1 " t ,r • - � Y _ I ,r . _ UNIT BED LL1 N TABLES 601 AND 602 z ^ t il�, - - ` - 1 OLF 200 = CC 68 PP Y- _ F/. 5 O Q 1 F 1 .... ' __- _ " /� ------ � ....ss, j 706 __ _- " _ ,_� ._.T. • "� .. 944 SF _ ,I _ ./ IIIIIIIII ml y •• .r 7 ^ ^ I r ,, - ' �O .:-. A r M ....11 n'•'•'•1 w"`•'+ # #-- �.: �'y �'' � - ' . _., ,�` - '' AR4 "2 - • I ,€` ,# - EXj, DT STAIR WIDTH N 9 N _�r�� . .�. ._ �/ !1 A f1.`_.__.___�' �.....' Y.__._� ',T i�-....DIST ?A,-'"' ....«'.Y l .�:._,_.._'... Y ... ...:..... T ;r_., # r ANC) „• Y . LW- a OC �AN�Y LOAD 68 THE STAIR WIDTH SHALLEms. 0 IXOm _, I :w �.. •3 • r ,," _- w '`� y _ .j II - i • Ti EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH Uso I O 1 )... I ;�i r- ^11.40,mv.. . I J ll. .'I . . 1..«. -. ., p[ .j (M SL5,:' r j !f W . ' . (�, i1. = Y Y rt {�...._.--....... ' .",".. -/ :-. • '. 1 F II Y i �..ryt r * . r rZiti OCCUPANCYLOADPER EXIT=6$13= 23 EXCEPTION SO OSSC --.1-. ,� • : - , i/A r p.4 ii . ._ , r • �. - • i "Lsp,..._ �, 'ti I 'ti.::' ', MAX EXIT WIDTH REQUIRED= 58 x-2"= 11.6" LLi (n 'i► `sv= / - ":07:e �� . . CLEAR WIDTH PROVIDED ,►�� ., � , " ''®/�� .�.®.��,�i i� coRf�IDo- ,� . . . .r. .r ��.�r_�-. ...! �/�/ ,, ��►-! .� /�'r./��/� I, = o Q ,� �'� moi► �ti"� ►: er �� rr a►� .►+-ter�i is i► �r �,ro� .rn ��. �•,r AT I✓ACH EXIT DOOR= 34 fogr Ade /i7Jl/0►w Y w,�d'/.ar�� f®A� _7 _,i:�'J sti f �� A�/ � �i �4 i�� '� e�r�� !I /� /®:04r ,iff : #//Iii .�CO z 0 "�� - "�®�� _, r, r, t --- - _ - - / r�,f�I ' , -r _....art .II . `i1. .i/ �.,,a _ _.-__11�4 � .� . l ;t �!- I ��, � � � E..v■Er r r j JN. f r--Y ..1R. :.- .�..._. II.� •if / '��rcJ�� : .� "} " : I •. ^ _ „r� i , ! r][ _. ?>N`;_ r^-- "'- , �^ ---- " _� �'� --t _.___ " j_-1 l �xf.,_._.r � • ra --'-- ! --- I J-__. i 111 " ,^.- . Y.-. ........ k f �j _ ' �M L., M " ^ ._ ' i�� Y_ -�.,.. J VV Y r iirr R2- / 0 -E " " �. " li - '� , . / N Y F. •.l '" I 4 �y ` I TITLE i �� ► .IF__ II ~ 1 - SENSORY " " "" II __ �� ..",.I �, OCCUPANCY SCHEDULE- BUILDING 5-LEVEL 02 UNIT 2 BED •■■ # DATE DESCRIPTION OLF 200 - 5 DCG ! - o . ... y ., �' .� J ALARM UNIT ^■ __ II �i • ._...._:i ! ►I►` _- __ 1 . r ._s _a NAME I LEVEL NUMBER ^ ` �� _ AREA OCC OLF OCC LOAD 944 SF ' 1 -.11..0 , : 1 Flej• _"_:_ :. . �.:"" v �,.w. . 'rr51 , 3 1� LJ f _._.-. ...- ^ M a - �iw®�.-,.wwwr.�xuw ^ 1 i R-2 L I..aJ.a..:.. _ [ r µ _� - I y__ • %% � �E r ei• R-2 LEVEL 02 �' - �_..._ 1= _I I K I% �/ ,■.,■-- .`:1,_ "_ - -- NIT 2 BED LEVEL 02 5-201 944 SF R 2 200 5 �I cLii I ; E M..... a II .,,# ....._--I .>.:x. i,/,.r/ , l `.. �- UNIT 2 BED U --.---.._-. - N I Z2 _ _ ___ - _ ___ UNIT 2 BED LEVEL 02 5-202 944 SF R-2 200 5 ?_ . - -_.__ !.__^ -____ .. OLF 200 = 5 OCC II . �, :" 1-4 j f .'--- , .... :- J 1. !`row .' ___ �--� 944 SF 5-203R-2200 4 �, UNIT 1 BED LEVEL 02 637 SF II __ ;- i' i • Ilr.. s _ Y! - j , 1," !_ sir -, Y ii _� UNIT 1 BED „r . I i i ! 1 1. y I .......,... ' L...1 _E " IT- I■F �t.17 .■ii•' " . _ - I •� --_.__ -.___ 3 - FtS LEVEL 02 5-204 667 SF R-2 200 4 yj I l--. j l l E " - I f'1 1 �rt ri.r r:��/ �, _ I i li UNIT 1 BED LEVEL 02 5-205 636 SF R-2 200 4 i• II , rte+ IG :_ 1 ' 3, i L - • I ^ -_.. ` - l..w ! _- ... r"�_.__ : : 11i�les s _._ _y -- __-_..,_..i . . s�u3 L -_ -� - --...._. I :asl__ .�u::11 _ . __ y NIT 2 BED LEVEL 02 5-206 969 SF R-2 200 5 II --� IIS.--.. - --15-207 667 SF R-2 200 4 : , . 4 1 1 l 1 ' I di - - t. ` 11 I f - - 7 y Ail Ai \ . • _.) 1 3 M I� 4 J L.. : " / t. _ 11 UNIT 1 _* _ ` �_.'. .�__.. .�... /�=t :.�.■. r al■ . _ ___`, -•':'.�'✓-'-x . :,�..,.. ... ..Ild BED LEVEL 02 _, kj UNIT 2 BED LEVEL 02 2 --_ = - :E1 . . ollumu . . ulnEmuliu lm ILIUM UNIT 1 BED LEVEL 02 5 208 669 SF R 2 200 4 S- 09 969 SF R-2 200 5 REVISIONS COMMON PATH OF : UNIT 1 BED LEVEL 02 5-210 636 SF R-2 200 4 TRAVEL=411,-0UNIT 1 BED LEVEL.-.. .-.. -. (TYP IN 2 BED UNITS) R-2 S-2 (ACC) R 2 R 2 R 2 S 2 (ACC) S-2 (ACC) R 2 S 2 (ACC) 02 5-2112 667 SF R-2 200 4 - - - - .. - .. - - UNIT 1 BED LEVEL 02 5-212 637 SF R-2 200 4 UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED UNIT 1 BED UTILITY STORAGE UNIT 1 BED STORAGE UNIT 2 BED LEVEL 02 5-213 944 SF R-2 200 5 Author Checker OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 DCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC UNIT 2 BED LEVEL 02 5-214 944 SF R-2 200 5 DRAWN BY CHECK BY STORAGE LEVEL 02 5-U21 22 SF S-2 (AGC) 300 1 667 SF 22 SF 969 SF 669 SF 636 SF 22 SF 66 SF 637 SF 22 SF STORAGE LEVEL 02 5-U22 22 SF S-2 (ACC) 300 1 PERMIT SET COMMON PATH OF TRAVEL= 38'-3" STANDPIPE-TYP STORAGE LEVEL 02 5-U23 22 SF S-2 (ACC) 300 1 STATUS (TYP IN 1 BED UNITS) (MAX PATH UTILITY LEVEL 02 5-U24 22 SF S-2 (ACC) 300 1 03.29.2018 STORAGE LEVEL 02 5-U25 22 SF S-2 (ACC) 300 1 TO RATED STAIR= 99'-9") DATESTORAGE LEVEL 02 5-U26 66 SF 3-2 (ACC) 300 1 (-) STORAGE LEVEL 02 5-U27 22 SF S-2 (ACC) 300 1 17052 STORAGE LEVEL 02 5-U28 22 SF S-2 (ACC) 300 1 PROJECT NUMBER 70 T R W A5.0 1 2 OCICUPA�NCY LOAD 70 THEWS AIF� bTH SHALL ■ 2 BUILDING 5 - CODE PLAN - LEVEL 0EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH ©2018 OTAK,INC. EXITS PROVIDED 2 REQUIRED. SEE OSSC , OCCUPANCY LOAD PER EXIT= 70/2= 35 EXCEPTION 1005.3.1. 5_0.1 SCALE: 3132"= V-0" !f this drawing is not 24"x 36",it has been MAX EXIT WIDTH REQUIRED= 35 x.2"= 7" reduced/enlarged, Scale accordingly. CLEAR WIDTH PROVIDED AT EACH EXIT DOOR= 34" COMMON PATH OF TRAVEL=41'-0" STANDPIPE-TYP (TYP IN 2 BED UNITS) R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 R-2 S-2 (ACC) R-2 R-2 CODE LEGEND Ota k UNIT 2 BED STORAGE UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED EMERGENY EGRESS PATH, OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC MINIMUM WIDTH OF EGRESS 944 SF 22 SF 637 SF 22 SF 636 SF 667 SF 22 SF 969 SF 667 SF \ PATH IS 31-0". PROVIDE 1 FOOTCANDLE LIGHT AT FLOOR .,. LEVEL. DO NOT EXCEED MAX TO Otak A - • 'tects, Inc. S_2 „_ ,+ a �' -,.LL��,z -- �' A. ) 1 ,,�L.,- _ 8D8 S Third Po end OR 972Q4 MIN ILLUMINATION UNIFORMITY i --aSTORAGE LIGHTING TO BE PROVIDED BYY r I + _I I 1 i;it I r : : - ma 503:287:6825 ■ �. , I ' _ OLF 300 = 1 OCC- BATTERY BACK-UP. �vww otak cam -- -� ' i--. r ii Y _ .. . _.... I a, I n ._ .. ..._. - • _.:.J... w Yw e . -._•._ — , . a. —..., I_.__- F..:- - „ Yy "........y i -' —^. _ �s r I� STJAIR '! � _ I I � ! . ,: � c.a ias:arJru°i u u � � A , _ 22S 1 i 1 Lr �� Ai � _..- .: III .; I 1 �'1 1 \ ( I ,. I F ♦- DISTANCE 25oMV (� y+!! ifoii -._"....... -�' ,- k I r_..,, _ 1-- ' _, .._A ; 1 w - r. L. 016 ii 11�-- 1 _ ! �I //i %`! I " _�! I ,: i r I!......_ I L_ I r;. I t iEXIT ACCESiii ' . fl } Y I ; i j-. i..,___ I, L..- --'-! i ! .sr--- J r r -w., /%fit r - .-J [1.1.: -- J , 1 ......-�,1 .....� ..,.....,a =r-- -----J .-.....::. ;a ILL_ ., " f, cU' s _:.r i �� 1 - r ? • i �_._ ..., R-2 COMMON PATH OF TRAVEL(1014.3) •+ .� EXTERIOR WALLS 1-HR a / IriJ�i.: r ! ,. i i :.=JJ r - - - ,� ., _� - ./ / �%/� �.....7 =� �,,,,,,,� J • '► s I * rr —7, r:.�, ' " L -_' I _ _ _ 25' MAXM r RATED PER OSSC " -- r I►J. AIM+ r- _ r—J r� .— ,= A- 75 MAX 72Q 4 TABLES 601 AND 602 �`, r ' + � r _ . - -.— ■ ! OLF 200 = 5 OCC II r 1 I • - _ , �, _ I ,l/I . __. ...- , . _ -- -- II - �-I- BRIAN .F ENEA <,, 1.---I:, -1.11a .' :�� .rw-,. ...,r,,. �4 :_ -'�Sy _.'�... ! - - - .._.s-.. r:�. �` ; , t 'r - ` - 944 SF (� OCCUPANTS EXITING PER EXIT �E ',. '' 1 - - rSFpq ' 101/�a N 1 ..,L'Y LLOCATIONT s • . , -_. __. pfpri --'� U O O I _ r r ,�,, _ I FIRE EXTINGUISHER CABINET WITH FIRE P I ANQ OR :-- r 1 � E»' ' -! �_:.m:m. i 1 r _If,...::_._. 187-,4N E, :,zi�� _ 'f " ` I .im-.74 , igr -,"d I- -- FEC__ ._..- _ + ! j: CF• •• •I` r r ._._! ;�..� 01 ! [ EXTINGUISHER SEE 141AX-8.11 " r !! ;_{ , , r / Il W r r' iv, r k. I _ r �; .! j r OLF OCCUPANCY LOAD FACTOR 1 c E a 1t _. i Ir .J..._' .,m + i.. ~r _ . '. IIF C' , ., ( I ,.,. . ., *fill./ . r- J,%: 1� ,,, � .,,1 r �r � !� �.:- iI ,�i� -1'" � .�. as i /rte � �s ><a .,< a. . � - aY .Y - ��a h . . �ti .'a � rt r__� r .. �� - - . .. .� . t �� .. r ;>P o - ` � �•. l OCC d .� r / ® /,��® , - �Ji� `` .= OCCUPANT LOAD 3129/2018 ��774'4J d' ,,�i�r �'�:. / � �J�� J��./1� f'° �"/�' �� Jf �� STAMP ,:r�f/l. �� rJJ�e s'aZ,if.-a/JJb I► 'CORRIDOR I �� ..�.. ' �' f� '�' � � ,�,�i O/h I��.�,� J.�tee:®a � �: f low �' �� ,/�i�:,�� d � ® .�� r p.�� - 44(I X EXIT SIGN .: _ �. ..,�./,�z . .• 4009:#4,4.. A-• __. -- 1wir 'f i "rte �.: A- , `eI . . 1,,,,...,,t,' �. , _ _tea �i__ _C 1 -" ' �_ `-:1Ilh �� • 11•111111116 .. ' tlf #T �� "( I -. ACC ACCESSORY USE (508.2) SHALL NOT BE MORE .. -- r1. • r `'sl..' • ___ ._ .. r._.__Z " _ __ w` _ _. 2--Y " _O, 7FY _ __■ i._..._ ,s_. ( } R-2 ", ,", ! I y . � II " - I = u} k I '� r lir,!. ;{ �� I THAT 1Q% BUILDING AREA OF STORY �„` l I: �� is I 1� R. I UNIT 2 BED r ! II f "_ -. _ ..• II 7 �� , -' - FDC FIRE DEPARTMENT CONNECTION - oLF 200 = 5 OCC I114 a� Yr.rr. �; '44,tiv„.._,,''rig� PROP E RT I E . Iy ,y r -€: �'3', I • v ...7 I rt.u:�=v.:c -E�c.c�: �:F - - r (; '�w.^'n"""".'„1_ - 3 �a u - " ` ,,. r: ;� i i R-2 -------' PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS LLC 944 SF . .1 :.:�.. . , I a I ,'I5 :° I " I I1 ,; - 2� ."��-6.�__-� .: �-- 1 i I _ 1 ._. _ ' �� J !,� �.L_- PROVIDE 2D MIN RATED DOORS AT CORRIDOR J '_. _ :0 D MII 4I11rt1r -� q I /'�,I�►� - > r NIT d %/. 11 ' _ _ .. • - OLF 200 BED cc I r _, i =� �, r� - J . i - - Ismow dem * �i - € M _ PROVIDE 1-HR RATED FIRE LOAD BEARING WALL ALL CONSULTANT i €, ��r i ,, .....--- I- 944 SF OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO II TiL____ ' !I rt i i i i ! r' .1 � E ». r " ' 1I--' %�� J II !' I ! `�Y " ................1 r ......-._... i11 i 1 .:� L.:. " ! i ',,; I_.:., ._- - __ ._.._.. -F --T. 1 II; ! ', I:ri�� rr�I I--" ! ! HEAD, JAMB AND SILL, OPENINGS ARE NOT RATED I -Y ■�I i .: ;., .,L ';r II .JIJ� �iIJJ i ''M CI i° i . !'—_ f �' -. , _ ___.. ! i� II, .._._._, __ . '..._ �� 1 Y. fSTAIR4# : . t 11 i • • n � -�'; • • PROVIDE 2-HR RATED FIRE BARRIER. PROVIDE 90 MIN -15 ! -- ! �' • T 11 .. RATED DOORS I COMMON PATH OF I4 • I 1 \ i CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE .- • - f TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE TRAVEL= UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE (TYP IN 2 BEEDD UNITS) R-2 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) S-2 (ACC) R-2 S-2 (ACC) AND SHALL BE SECURELY ATTACHED THERETO. FIRE UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED UNIT 1 BED UTILITY STORAGE UNIT 1 BED STORAGE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES. OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC 667 SF 22 SF 969 SF 669 SF 636 SF 22 SF 66 SF 637 SF 22 SF FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- STANDPIPE TYP RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING - COMMON PATH OF TRAVEL= 38'-3" ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED (TYP IN 1 BED UNITS) (MAX PATH THERETO. TO RATED STAIR= 99'-9") OCCUPANCY SCHEDULE-BUILDING 5-LEVEL 03 BUILDING5 - CODE PLAN - LEVEL 0 3 I NAME I LEVEL I NUMBER I AREA 1 OCC I OLF OCC LOAD LEVEL 03 L 5_0SCALE: 3/32"= 1-0" !UNIT 2 BED LEVEL 03 5-301 944 SF R-2 200 5 COMMON PATH OF UNIT 2 BED LEVEL 03 5-302 944 SF R-2 200 5 C) TRAVEL=41'-0" :UNIT 1 BED LEVEL 03 5-303 637 SF R-2 200 4 CO I STANDPIPE-TYP (TYP IN 2 BED UNITS) UNIT 1 BED LEVEL 03 5-304 667 SF R-2 200 4 CO �+ �+ UNIT 1 BED LEVEL 03 5-305 636 SF R-2 200 4 c) R-2 S-2 (ACC) R-2 S-2 WC) R-2 R-2 S-2 (ACC) R-2 R-2 UNIT 2 BED LEVEL 03 5-306 969 SF R-2 200 5 Z J UNIT 2 BED STORAGE UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED UNIT 1 BED LEVEL 03 5-307 667 SF R-2 200 4 la WI OLF 200 = 5 DCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCG OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC UNIT 1 BED LEVEL 03 5-308 669 SF R-2 200 4 944 SF 22 SF 637 SF 22 SF 636 SF 667 SF 22 SF 969 SF 667 SF UNIT 2 BED LEVEL 03 5-309 969 SF R-2 200 5 W UNIT 1 BED LEVEL 03 5-310 636 SF R-2 200 4 2 -..J UNIT 1 BED LEVEL 03 5-311 667 SF R-2 200 4 (ACC) UNIT 1 BED LEVEL 03 5-312 637 SF R-2 200 4 FmlCe .::.I •np,:: - -- V. _ - auu . .. _, _ :-__-__ __- -+w._--.L'. x..w —_.___._.,) 1 . . .. _ 1,,�u..n�.uwu..v.r - r 1 S-2 A -: " ." i _ I UNIT 2 BED LEVEL 03 5 313 944 SF R-2 200 5 Z 4 7—I " rt ! r. { `' STORAGE - - , .w... �,,.. I " : ow = OLF 300 = 1 OCC Q UNIT 2 BED LEVEL 03 5 314 944 SF R 2 200 5 a 'r" : STAIR 1 k ! " .' w.__ STORAGE LEVEL 03 5-U31 22 SF S-2(ACC) 300 1 .J S1 1I : .-.......:-.' - - .:-ws..wYm- 4 w....�. 3 Y.. .we , E- Ikwx:wf..r,ew.t ,__7 _ _ I ... .v. Ii� I �4 �_ 1 122 SF ��J �� I. j I 1 � STORAGE LEVEL 03 5-U32 22 SF S-2(ACC) 300 1 _..__F /�I I,:!r� L. I II i ,�1 ! " _._ r` i f STORAGE LEVEL 03 5 U33 22 SF S- C 300 1 ! I, --- r I 2(ACC) s 1 s.-_ i -j_ ..._-.,._I I •`; /TA `�� '= x" 1 Al -- - ' �J �1 _ i _ i t I I - UTILITY LEVEL 03 5-U34 22 SF S-2 (ACC) 300 10 y .,. E i.. _.:., �/ //�,i%I k r r F r - . - ■ R-2 CO w ❑ I 1 I I I �� Uri EXTERIOR WALLS 1-HR i i .. .� /I/Aii' Y r—� r : ;._. ^ rr==J-� r--r •'- - .tom :' I i :_ /� I STORAGE LEVEL 03 5-U35 22 SF S-2 (ACC) 300 1 RATED PER OSSC !�" / I"AM Lrt,," /� _; k .- - :1111 UNIT 2 BED STORAGE LEVEL 03 5-U36 66 SF S-2 (ACC) 300 1 W Q - i!iii+ TABLES 601 AND 602 _ I YI " ...., F:: � i'Af I�� 9,...._• r fir- Q CO r'-I '--F7,71--. r-- :1: - '• "_.,,, ' i! 0-,,piIr, _ `.E'xlrsF 9$ - " 11 r'ti: r �. rk _" 7-11 i. I �� OLF 200 = 5 OCC RAGE LEVEL 03 5-U37 22 5F S-2 (ACC) 30D 1 Y N : ,iv..,,:' i_..__. . ! ' I ,✓�� + PARA " 1 944 SF STORAGE LEVEL 03 5-U38 22 SF S-2 (ACC) 30D 1 J� ' 'I1 . �. �, ops " i • N il " ..y. + ._. IANC ;!t- maim k 70 Lu z D7 III " —. r - - >„.. .:..:.:.:..::.AI '. ^ �r °: isawrte. .....a.u: f, • " L. s .----._ yg8 [ 9999 L , _.., I . t - _ M �f . • di M � C.7 _ II c�� J 1 ! ''r ,.. " EXIT WIDTH STAIR WIDTH 1 0 CIiiii ifte- L `jn7 1 r OCCUPAN Y OA r, r> / . :J �1 W E _} r. . ■: r I ! ~IL K. r C L D 70 THE STAIR WIDTH SHALL - - , ;, `. i ` Ire .r�te` ii '(• EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH '1'_ . `'" "" *'''' � �r s•- �I� �►�` ,�I 11111111kamfommilt �` ® ,��' EXITS PROVIDED 2 REQUIRED. SEE OSSC -- I flf.",,,,A40414:11t-ftriArOriWOrr.An ll� y�®,+ �CORRIDO` � �� J��L �:,� ! � ��/ � �� </EL�' �� ,�� lOCCUPANCY LOAD PER EXIT= 70/2= 35EXCEPTION 1 }05.3.1. = OQ . i- - r �► s .► � � � ! MAX EXIT WIDTH RE UIRED = 35 - �' 0_ = : � , fir/ ,F100,140.110,11, ,/!� �J/� �� / � ,:/�,. . .A'at .�1=i� �. Q x .2" 7 00 'role �+ .. ,rif d'4AZ .d,lalPah,� fr ��11 _ .r. �,.1�� /re 1� / :104:tai igI.A� 44: CLEAR WID PROVIDED`�- . r__ — . w wr -. x,r i._._ --- ---- ._p ,,,;*". V.. - rr `1.. . - 4r • - r - 0 ��Jr4� � T T .�' r 1.r,.,ai 'i. w E -, f . , - . _ �� "� } i'"i ! EXIT D - „ ;� . --L-- I E r /'' _. � " r ; ( �' t_, r ! �,1 "i!i__ . rrG. � j AT EACH OOR�,I � TiTL Nill UNIT2BED II _ .!�L�.f• - _ , .. _ --- �" I ._.. Y , II r -Y J �" `• � r._._ � # DATE DESCRIPTION OLF 200 = 5 OCC �-; OCCUPANCY SCHEDULE-BUILDING 5-LEVEL 04 ii 944 SF 1 . : }w �_. I; i I (-114"f _ _" �,. EsJ __ L _J - " . , . s ...,I ''""'' = R-2 NAME ! OLF OCC LOAD I 1 ._3 int ;w ' _ _ - i r LEVEL NUMBER I AREA OC I "• pl3 2 " I f._._•�.. - I II —�� - ! I/Aar% i! -�'71-71 ' " �..:.r �, UNIT 2 BED JI ..rr z :• ' - r- =_11 _.: ,_,.^ ,. _ • ,' i/21,'�,�U L..-.1 - r = LEVEL 04 _. .011° _ " :. =JJ - ' . rt I Amor N11:,--4 UNIT 2 BED LEVEL 04 5-401 944 SF R-2 200 5 I'� U - OLF 200 -- 5 OCC ' II r. .ti j ! 1 il1�r J�i E. i r -. 944 SF inirmI'r A ' i. , __ I E' I . .- ► iii . II ., i UNIT 2 BED LEVEL 04 5-402 944 SF R-2 200 5 J 11 ._.....,...... f.•---i >x I " I -" . ._..---- ---. ........------- I L• '� .//I , ! {i ■ :`' '+, I f 11 i__ _,.._ I -- " . 7 " `-f 11 +; low:i ! �rrI ! `. _ .._." I UNIT 1 BED LEVEL 04 5-403 637 SF R-2 200 4 I _ _ _....__ . __ �. I � � i I I�.►'r.1G/I j _,. Y (" II I �^ i � ,., ...,,,„, --0r f $I 3 ?._ iH UNIT 1 BED LEVEL 04 5-404 667 SF R-2 200 4 — " '._-_' �, - UNIT 1 BED LEVEL Q4 5-405 636 SF R-2 200 4 i • !. f ' I. IL 1 • I R �, ! I; UNIT 2 BED LEVEL 04 5-406 969 SF R-2 200 5 YJ • 1 --11 igi ..: • . :.. T ,. ! I �, _._. .,.w.Y.0 _ LEVEL 04 5-407 667 SF R-2 200 4 A -. ..-:.. r_._... UNIT 1 SED COMMON PATH OFI 1I 1 F - i UNIT 1 BED LEVEL 04 5-408 669 SF R-2 200 4 REVISIONS TRAVEL=41'-0" UNIT 2 BED LEVEL 04 5-409 969 SF R-2 200 5 (TYP IN 2 BED UNITS) R-2 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 5-2 (ACC) UNIT 1 BED LEVEL 04 5-410 636 SF R-2 200 4 UNIT 1 BED LEVEL 04 5-411 667 SF R-2 200 4 UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED UNIT 1 BED UTILITY UNIT 1 BED STORAGE UNIT 1 BED LEVEL 04 5-412 637 SF R-2 200 4 Author Checker OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC ROOF ACCESS/ OLF 200 = 4 OCC OLF 300 = 1 OCC UNIT 2 BED LEVEL 04 5-413 944 SF R-2 200 5 DRAWN BY CHECK BY 667 SF 22 SF 969 SF 669 SF 636 SF 22 SF SHIPS LADDER 637 SF 22 SF UNIT 2 BED LEVEL 04 5-414 944 SF R-2 200 5 PERMIT SET STORAGE LEVEL 04 5-U41 22 SF S-2 (ACC) 300 1 STATUS . COMMON PATH OF TRAVEL= 38'-3" STANDPIPE-TYP STORAGE LEVEL 04 5-U42 22 SF S-2 (ACC) 300 1 STORAGE LEVEL 04 5-U43 22 SF S-2 (ACC) 300 1 03.29.2018 (TYP IN 1 BED UNITS) (MAX PATH TO RATED STAIR= 99'-91 UTILITY LEVEL 04 5-U44 22 SF S-2 (ACC) 300 1 DATE STORAGE LEVEL 04 5-U45 22 SF S-2(ACC) 300 1 17052 STORAGE LEVEL 04 5-U47 22 SF S-2 (ACC) 300 1 STORAGE LEVEL 04 5-U48 22 SF 5-2(ACC) 300 1 I PROJECT NUMBER 69 EXIT WIDTH STAIR WDTH A5-0 a 1 3 OCCUPANCY LOAD 69 THE STAIR WIDTH SHALL 2 BUILDING 5 - CODE PLAN - LEVEL 04 EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH PROVIDED 2 REQUIRED. SEE OSSC ©2018 OTAK,INC. SCALE: 3/32"= 1'-0" OCCUPANCY LOAD PER EXIT=69/2= 35 EXCEPTION 1005.3.1. If this drawing is not 24"x 36",it has been 5-0MAX EXIT WIDTH REQUIRED= 35 x.2"= 7" 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 STRUCTURAL ENGINEER. WHERE A NON-SHEAR WALL Ot a k A - FIBER REINFORCED 1x2 PT FURRING AT 16" OC EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, SOUND BATT INSULATION IN J 'n :� (314"VENT SPACE) 1 i CEMENTITOUS SIDING , PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON- - - 1- •, .. PLYWOOD SHEATHING AS SHEAR WALL TO PROVIDE CONTINUOUS FACE OF ....dierlOVA it, BATHROOMS- FRICTION FIT ,�. i 1x2 PT FURRING A7 16"OC REQUIRED-SEE STRUCTURAL FINISH. Otak teCtS, Inc. IN STUD SPACES , (314"VENT SPACE) = !, I WEATHER RESISTIVE WEATHER RESISTIVE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC 808 S ' Third • enue, Suite 300 r BARRIER SECTION 718. Po and, OR 97204 518"TYPE 'X'GYPSUM BOARD �, �� ,I BARRIER ;f' i 3 R-21 BATT INSULATION m- 503.287.6825 ° 1 _� 15132"MIN PLYWOOD r I 3. LOCATE THERMAL INSULATION ON THE COLD SIDE (IN www.otak,com a r' SHEATHING-SEE STRUCTURAL WINTER) OF DOMESTIC WATER PIPES AS REQUIRED TO • PLYWOOD SHEATHING AS I-. I 14 4 REQUIRED-SEE STRUCTURAL 1: : - 2x6 WOOD STUDS AT 16" PROTECT PIPE FROM FREEZING. �, 1 - PLYWOOD SHEATHING AS •. I OC-SEE STRUCTURAL - `• I, 1 REQUIRED-SEE STRUCTURAL ,1 4, PROVIDE ADDITIONAL FRAMING, BLOCKING,AND 2x6 WOOD STUDS AT 16" 1 r •. IIP ,, ° (2) LAYERS 5/8"TYPE'X' FINISHES AS REQUIRED FOR PLUMBING ACCESS - .`ti • CAST IN PLACE CONCRETE OC-SEE STRUCTURAL 1' r_� 2x8 WOOD STUDS AT 16" 1 I GYPSUM BOARD PANELS. ' WALL-SEI= STRUCTURAL �f OC-SEE STRUCTURAL ''I 372+ " , r 5/8"TYPE 'X' GYPSUM BOARD 1 �C �� 'I 518"TYPE'X'GYPSUM BOARD 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO f BRIAN R.FLEENERA 1: 1 5/8"TYPE'X' FIBER FACED 1 SUPPORT SHELVING,TOWEL BARS, RAILINGS,AND ALL ' 1 I GYPSUM SHEATHING .,� 5/8"TYPE'X' FIBER FACED • ' - n 1 ,I.------ GYPSUM SHEATHING OTH ER P EALL-MOUNTED •ACCESSORIES AND PORTLAND 4R '^tra — - - - - 6. PROVIDE UL APPROVED THROUGH PENETRATION AND r— EXTERIOR "'�' EXTERIOR INTERIOR EXTERIOR MEMBRANE PENETRATION FIRESTOP SYSTEMS AS 0F 0 INTERIOR INTERIOR REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, 3/2912018 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 13A1 EXTERIOR WING WALL - FIBER CEMENT SIDING 4 2-HR EXTERIOR WALL - FIBER CEMENT SIDING 7. PROVIDE WATER RESISTANT TYPE-X GYPSUM BOARD 1 AT BATH TUB AND SHOWER WALLS, SEE 15& 16/A8.11. '` -` '� ASSEMBLY: N/A FIRE: NR STC: N/A ASSEMBLY: UL-U305 FIRE: 1-HR G STC: N/A ASSEMBLY: UL-U356 FIERAE:RING 1-HR STC: N/A ASSEMBLY: UL-U301 FIRE:BEA2-HR STC: N/A __ .�- `� ). •rh--1-L `--L, BEARNG 8. SDETAILS. � Ax .11 &AX8.12 FOR TYPICAL RATED WALL ASDBG PROP E RT i E LLC - - FIBER REINFORCED, 9. PROVIDE SOUND BATT INSULATION AT BATHROOM SOUND BATT INSULATION-FRICTION CEMENTITOUS SIDING WALLS AND CEILINGS. ____,..N__— FIT IN STUD SPACES —__1r--r-_ r- 1x2 PT FURRING AT 16"OC 1 ROOF MEMEBRANE (3/4"VENT SPACE) CONSULTANT RESILIENT CHANNEL AT 24"OC 11x2 PT FURRING AT 16"OC I WEATHER RESISTIVE 1:i - �� SPACED VERTICALLY I 1 (314"VENT SPACE) BARRIER 5/8"TYPE 'X' GYPSUM BOARD C FIBER REINFORCED, ---- - 15/32" MIN PLYWOOD .= I CEMENTITOUS SIDING SHEATHING-SEE STRUCTURAL PLYWOOD SHEATHING AS ' 5/8"GYPSUM BOARD • -SEE STRUCTURAL � WEATHER RESISTIVE - R-21 BATT INSULATION-FRICTION 2x4 WOOD STUDS AT 16"OC 1 BARRIER I FIT IN STUD SPACES 2x6 WOOD STUDS AT 16" PLYWOOD SHEATHING 1 OC-SEE STRUCTURAL i 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 • _ ,r I �C 518"TYPE 'X' GYPSUM BOARD CO LU -_L- __ _l\i_.L.- INTERIOR UNIT UNIT ROOF EXTERIOR INTERIOR EXTERIOR CO 3B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE M STRUCTURAL LLI 27 NON-RATED FURRING 23 1-HR INTERIOR WALL - DEMISING 12 � PARAPET WALL - FIBER CEMENT PANEL 3A1 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 ' I ASSEMBLY: N/A FIRE: NR STC: N/A 1 ASSEMBLY: UL-U356 FIRE: 1 HR STC: N/A BEARING RAL TL77-138 BEARING Z CO O LAPPED, FIBER-REINFORCED, I— i— ., CEMENTITOUS - CEMENTITOUS SIDING U -- SOUND BATT INSULATION IN _-. _ _. rZ M jigBATHROOMS-FRICTION FIT I ROOF MEMEBRANE i / 1x2 PT FURRING AT 16" OC ��// IN STUD SPACES 1 1 (314"VENT SPACE) W L.i. _' 1x2 PT FURRING AT 16"OC ' �� WEATHER RESISTIVEM Cf) ��I 5/8"TYPE GYPSUM BOARD I (314"VENT SPACE) BARRIER 41 :...__________,_.- °=.1 i [ LAPPED FIBER REINFORCED, 15132"MIN PLYWOOD z , �/ Li I CEMENTITOUS SIDING I. SHEATHING-SEE STRUCTURAL O PLYWOOD SHEATHING AS I 1 , U ----- WEATHER RESISTIVE • R-21 BATT INSULATION-FRICTION <IC REQUIRED-SEE STRUCTURAL• i E BARRIER FIT IN STUD SPACES J am ' 2x4 WOOD STUDS AT 16" + PLYWOOD SHEATHING r' Q OC -SEE STRUCTURAL ON BOTH SIDES 1 2x6 WOOD STUDS AT 16" (IC U `_.---- 1 OC-SEE STRUCTURAL 518"TYPE'X' GYPSUM BOARD 2x6 WOOD STUDS AT 16" _ ❑ r;' . OC-SEE STRUCTURALCO �' , t 5/8"TYPE'X' CK 4 : GYPSUM BOARD f Lu LL LU ;4; 1 ____Ari...,_ ,,,,..- , _11 ccl > 1 ri rci; Lo INTERIOR INTERIOR ROOF EXTERIOR INTERIOR EXTERIOR Z LL = o Z 26B 2x6 WOOD STUDS AT 16" OC IN LIEU OF 2x4 WOOD STUDS-SEE STRUCTURAL CO 0 ❑ NON-RATED INTERIOR WALL NOT USED 1 PARAPET WALL - LAPPED SIDING 1-HR EXTERIOR WALL - LAPPED SIDING o Q '', 22 , 11 , 2 Nr 0 D ASSEMBLY: N/A FIRE: NR STC: N/A 1 ASSEMBLY: N/A FIRE: N/A STC: N/A I ASSEMBLY: N/A FIRE: NR STC: N/A I ASSEMBLY: UL-U356 FIRE: 1 HR STC: N/A iii. R. CO BEARING TITLE LAPPED, FIBER-REINFORCED, CEMENTITOUS SIDING # DATE DESCRIPTION 1x2 PT FURRING AT 16"OC H,� (3/4"VENT SPACE) - 1x4 T&G VERTICAL CEDAR SOUND BATT INSULATION- FRICTION r� WEATHER RESISTIVE - SIDING - FIT IN STUD SPACES I BARRIER 3/4"VENT SPACE HORIZONTAL ' :' PLYWOOD SHEATHING AS Z FURRING WITH WEEP HOLES I REQUIRED-SEE STRUCTURALWEATHER RESISTIVE (2) LAYERS 5/8"TYPE 'X' �L 3 112"MIN, R-21 FIBERGLASS T BARRIER GYPSUM BOARD `' :`, „ BATT INSULATION PLYWOOD15/32" MIN SHEATHING -SE r1 E STRUCTURAL PLYWOOD SHEATHING AS 1 REQUIRED-SEE STRUCTURAL ' 2x6 WOOD STUDS AT 16" id- R-21 BATT INSULATION-FRICTION �', ` '- OC-SEE STRUCTURAL .1 - REVISIONS FIT IN STUD SPACES 2x6 WOOD STUDS AT 16" . r (2) LAYERS 5/8"TYPE 'X' ; OC-SEE STRUCTURAL '.,i GYPSUM BOARD 518"TYPE'X' GYPSUM BOARD 2x6 WOOD STUDS AT 16" Author Checker (2) LAYERS 5/8"TYPE X �1 �� OC-SEE STRUCTURAL ' GYPSUM BOARD :_— 5/8"TYPE'X' FIBER FACED 5/8"TYPE 'X' DRAWN BY CHECK BY .• r, GYPSUM SHEATHING - GYPSUM BOARD PERMIT SET • '11, STATUS ' 03.29.2018 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 NOT USED 21 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 1 ASSEMBLY: UL-U301 FIRE; 2-HR STC: N/A ASSEMBLY: UL-U301 FIRE: 2-HR STC: N/A - ASSEMBLY: UL-U356 FIRE: 1-HR STC: N/A A5. 1 BEARING BEARING BEARING ■ ©2018 OTAK,INC. If this drawing is not 24'x 36",it has been reduced/enlarged. Scale accordingly. ASSEMBLY NOTES ota k 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO ASSEMBLY AS REQUIRED BY STRUCTURAL ...........isel ik ENGINEER. WHERE A NON-SHEAR WALL EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR Inc.WALL TO PROVIDE CONTINUOUS FACE OF FINISH. Otak Architects, c 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC 808 S ird A enue, Suite 300 SECTION 718. Po :nd, OR 97204 ma. 503.287.6825 STANDING SEAM METAL 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN 1 www.otak.com ROOFING WINTER) OF DOMESTIC WATER PIPES AS REQUIRED TO SLIP RESISTANT FINISH-SEE PROTECT PIPE FROM FREEZING. r 30#ROOFING FELT FINISH SCHEDULE 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND FINISHES , • , . i. . d WATERPROOF MEMBRANE AS REQUIRED FOR PLUMBING ACCESS PANELS. ROOF SHEATHING-SEE STRUCTURAL SUBFLOOR, SEE STRUCTURAL 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO 0S PT FLOOR JOIST-SEE SUPPORT SHELVING,TOWEL BARS, RAILINGS, AND ALL & BRIAN R.FLEENEfi ci ROOF JOIST-SEESTRUCTURAL-SLOPE STRUCTURE OTHER WALL-MOUNTED ACCESSORIES AND EQUIPMENT. a 40;STRUCTURAL - - AWAY FROM BUILDING 6. PROVIDE UL APPROVED THROUGH PENETRATION AND PORTLAND, -I- - - - - - _- - -I- - _ _ __ _ _ FIBERCEMENT SOFFIT MEMBRANE PENETRATION FIRESTOP SYSTEMS AS N V BOARD .7<::////IM v, i •► - FIBER REINFORCED, REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, OF 0 CEMENTITIOUS PANELS AND MECHANICAL PENETRATIONS IN FIRE-RATED ASSEMBLIES, SEE AX8.01 TO AX8.21. 3/29/2018 . STAMP I I 7. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. BALCONY NOTE: SEE SECTIONS FOR ft • SOFFIT VENT LOCATIONS -- � r-„.... -_1_71-. DBC PROPERTI E ROOF - STANDING SEAM F4 FLOOR I CEILING - BALCONY LLC R31 ASSEMBLY: NA FIRE: N/A STC: N/A ASSEMBLY: UL-P522 FIRE: 1-HR STC: N/A CONSULTANT FLOOR FINISH PER FINISH SCHEDULE 1-112”GYPSUM CEMENT UNDERLAYMENT PLYWOOD SHEATHING ROOF MEMBRANE 4x WOOD T&G DECKING-SEE I- STRUCTURAL ROOF SHEATHING, SEE is - F g ' '--,,"• STRUCTURAL /A%--5- --X'- � DROPPED ..CEILING WHERE SEE RCP FOR OCFINISH ROOF JOIST, SEE W • STRUCTURAL 2 J R-27 LOOSE FILL INSULATION CO VAPOR RETARDAR/AIR 2 I - - BARRIER W 518"TYPE'X' GYPSUM BOARD C` �'-i 44444444,4t�' )CALCULATED FIRE RATED BASED ON OSSC SECTION 722.6 • 1 1/2"GYPSUM CEMENT UNDERLAYMENT(AT LEAST 5/8"GYP BD EQUIVALENT) 30 MIN • WOOD SHEATHING 19132" 15 MIN z • 4x(3 3/4")WOOD T&G DECKING (5 MINUTES PER 318") 30 MIN O TOTAL: 1 HOUR&15 MINUTES I— co 0 ROOF - ELEVATOR OVERRUN F31 1-HR FLOOR/CEILING - CORRIDOR I Ct R2 ASSEMBLY: OSSC 722.6 FIRE: 1-HR STC: NA ASSEMBLY: UL-L528 FIRE: 1-HR STC: N/A Z I- 2 o F- 0 ROOF MEMBRANEalt J ROOF SHEATHING, SEE FLOOR FINISH -SEE ROOM FINISH Q STRUCTURAL SCHEDULE-REQUIRES SOUND Ir— ISOLATION MAT IF IT IS NOT CARPETau z — R-60 LOOSE FILL 314"GYPSUM CEMEeTMENT NDERLAY INSULATION O Z WOOD TRUSS, SEE SUBFLOOR-SEE_ g CTURACO Ce Ct L ,, VAPOR RETARDER 1 AIR - . - / 3 112"SOUND ATTENUATION O �� ! / BARRIER A �� BLANKET(OMIT AT CORRIDOR) Q W N I ,a,, ,, K A *iv X J RESILIENT CHANNELS AT 24"OC MAX iimi i 8 LC) / 41 ��r + t z/ W z 5/8"TYPE'C' GYPSUM (2) LAYERS 5/8"TYPE'X' 1 - BOARD ,'•/,♦♦♦'•♦t,♦♦,�•♦�� GYPSUM BOARD sommi 0 rX Um _ 0 Z 0o0 m 2.'1 NON-RATED ASSEMBLY WITH NO SOUND ATTENUATION BLANKET AND 1 Imim 1! I- LCI LAYER OF GYPSUM TITLE 1-HR ROOF / CEILING F2 1-HR FLOOR / CEILING - UNITS R'1 # DATE DESCRIPTION ASSEMBLY: UL-P522 FIRE: 1-HR STC: N/A ASSEMBLY:AWC WIJ 1.7 FIRE: 1-HR STC:63-65 IIC: 51 MIN FLOOR FINISH-SEE ROOM FINISH SCHEDULE- REQUIRES SOUND ISOLATION MAT IF IT IS NOT CARPET REINFORCED CONC SLAB, 314"GYPSUM CEMENT UNDERLAYMENT SEE STRUCTURAL - 10 MIL VAPOR BARRIER SUBFLOOR-SEE STRUCTURAL REVISIONS 2x4 WOOD FRAMING • '� FLOOR JOIST-SEE STRUCTURAL CLEAN CRUSHED ROCK, 518"GYPSUM BOARD ' • SEE SOILS REPORT Author Checker 11 �� 3 112"SOUND ATTENUATION ' ; d r ' BLANKET(OMIT AT CORRIDOR) - - r•. e DRAWN BY CHECK BY , ,11 i " r s4�, PERMIT SET 518 TYPE C GYPSUM BOARD lit.Pot.r4s,r,,Arg,tarriolr'irloeArttt �� } UNDISTURBED SOIL STATUS T VI 1" • tttttt•♦• ilitk/ RESILIENT CHANNELS,24"OC MAX -i :►�1 _ I ..-._-� I .... I -` 03.29.2018 I I _ , , ;. . ---1 1 1 , I 1—: ! 1---1 1---III-- . 1------i- ' - DATE 17052 PROJECT NUMBER (2) LAYERS 5/8"TYPE 'C' GYPSUM BOARD /\5— ci102 CEILING - GWB F5 2-HR FLOOR / CEILING F1 SLAB ON GRADE ■ i ASSEMBLY: N/A FIRE: NR STC: N/A ASSEMBLY:AWC WIJ 2.1 FIRE: 2-HR STC: 52 HC: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 5 DOOR SCHEDULE - BUILDING 5 HARDWARE SCHEDULEotak OPENING DOOR i FRAME SET:18 OPENING DOOR FRAME FIRE FIRE QTY DIE RIPTION CATALOG NUMBER FINISH MFR CH LOCATION I WIDTH I HEIGHT TYPE I MAT. I FIN. MAT. FIN. HARDWARE RATING j COMMENTS CH LOCATION I WIDTH I HEIGHT' TYPE I MAT. I FIN. MAT. I FIN. I HARDWARE RATING COMMENTS I EA COW,HINGE 224XY EPT 628 IVE -.4■1111014.14 ilk 1 EA POWER TRANSFER EPT1D CON 689 VON GROUND LEVEL LEVEL 03 1 EA ELEC PANIC HARDWARE RX EL-25-R-NL-OP-CON 630 FAL 5-101A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-301A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA RIM CYLINDER 20. 67 ICX 626 SCH 5-101B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-301B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA FSIC CORE 23-030 626SCR Otak Ar 1 lInc. 1 EA 90 DEG OFFSET PULL 819OEZHD 10"STD 63030-316 IVE 808 S hird - e enue, Suite 300 5-102A UNIT ENTRY 3'-0" if-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-302A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 4050 EDA 689 LCN Po and, OR 97204 5-102B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-302B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PROTECTION PLATE 840010"X 2"LOW B-CS 630 IVIz m.. 503.287.6825 5-103A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-303A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WALL STOP WS4t46/407CVX 630 IVE www.otak.com 5-103B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-303B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA GASKETING 488F58K PEA BK ZER 5-104A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-304A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8196AA AA ZER 5-104B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-3048 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA THRESHOLD 546A-223 A ZER 1 EA WIRE HARNESS CON-192 SCH 5-105B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-305A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. • • ,1 ' a 1 EA WIREHARNESS CON-6W SCH a 5-106A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-3056 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA POWER SUPPLY P5914 900-2RS 900-BaK VON ' dr 372 5-106B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-306A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. ACCESS CONTROL-WORK OF DIVISION 28 5-1078 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-306B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 OPERATION:ACCESS CONTROL OR TIME CLOCK BRIAN R.FLE IVER� 5-108A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-307A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. • 5-108B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-307B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 HW SET:19 %0RILAND,I, QTY DESCRIPTION CATALOG NUMBER FINISH MFR 5-109A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-308A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA HINGE 58131 4.6 X 4,5 NIR 652 IVE 5-109B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-308B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PASSAGE SET ND1OSSPA 626 SCH Of 0 5-110A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-309A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 4050 EDA 689 LCN 5-110B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-3098 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PROTECTION PLATE 840010"X 2*LOW B-CS 630 IVE 312912018 5-111A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-310A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WALL STOP W840814G7CVX 630 IVE STAMP 5-111B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-310B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING 48BFSSK PSA BK ZER 1 EA DOOR SWEEP 8192AA AA ZER 5-112A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-311A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN, EA THRESHOLD 546A-223 A ZER 5-112B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-311 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-113A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-312A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. HW SET:20 ..r. 5-113B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-312B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 CITY DESCRIPTION CATALOG NUMBER FINISH MFR _ --CV jThrl-n 5-115B BUILDING ENTRY 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 5-313A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA HINGE 56814.5 X4.5 830 IVE 5-116A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 5-3136 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA STOREROOM LOCK AL80PD NEP 626 SCH DBG P R O P E R T I E 1 EA SURFACE CLOSER 1250 GUSH SUM 830 LCN 5-116B STAIR 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 90 MIN. 5-314A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA GASKETING 4$TjI=S131KPSA ZER LLC 5-117A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN, DOOR ON HOLD-OPEN 5-314B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-117B STAIR 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 90 MIN. 5-316 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN NW SET:21 5-U11 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-317 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPE=N QTY OESCRIPTION CATALOG NUAN3ER FINISH MFR 5-U12 ELEV MECH 3'-0" 6'- 8" A SC WOOD PAINT WOOD PAINT 20 90 MIN. 5-319 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/A)( 5.03 3 EA 1-111\10E 55614.5 X4.5 630 IVE CONSULTANT 5-U14 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-U31 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA STOREROOM LOCK AL8OPI1 NEP 626 SCH 5-U16 ELEC 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 5-U32 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA SURFACE CLOSER 1250 REG OR PA AS REO SLIM 880 LCE 1 EA WALL STOP W5408/407CVX 630 IVE 5-U17 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-U33 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 3 EA GASKETING 41;8FSSK PSA BK ZER 5-U18 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-U34 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-U35 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. NW SET:R-01 LEVEL 02 5-U36 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. OTY DESCRIPTION CATALOG NUMBER FINISH MFR 5-201A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-U37 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 3 EA HINGE 58814'5 X 45 6 IVE 5-201B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-U38 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA ENTRANCE LOCK 23-00820-8500TD JAZ PLY 10-109 626 SCH 5-202A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFFSIC ACEF250'REG V 13 629 SON I EA SURFACE CLOSER 125(? OR PA AS REQ SLIM 689 LT,N 5-202B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 LEVEL 04 1 EA PROTECTION PLATE 840010"X 2"LOW B-CS 630 IVE 5-203A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-401A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR STOP 61 652 EVE 5-203B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-401B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING 488FSBK PSA BK ZER 5-204A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-402A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8192AA AA ZER 656A 5-204B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-402B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA THRESHOLD VERT A ZER tifERll=1!DETAIL 5-205A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-403A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA VIEWER U698 626 IVE 5-205B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-403B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 12ADA UNITS) 5-206A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-404A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. NOTE:INSTALL STOP ON BASE,TOP OR 130rao Li OF DOOR,ON WALL, OR OTHER FIXTURE AS APPROPRIATE. 5-206B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-404B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-207A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-405A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 11W SET:R'OIA 5-207B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-405B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 QTY DE CT9IPTit3N CATALOG NUMBER FINISH MFR 3 EA HINNE 55614.5 X 4.5 652 LVE 5-208A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-406A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ELIC ENTRANCE LOCK F"'E410F 4"JAZ GRIN 628 SACH 5-208B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-406B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LCN 5-209A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-407A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA PROTECTION PLATE: 840010"X 2"LOW B-CS 630 IVE 5-2098 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-407B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA DOOR STOP 61 652 I'VE 5-210A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-408A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA GASKETING 488F58(PSA BK ZER co 5-210B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-408B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 DOOR SWEEP 8192AA AA ZER 1 EA THRESHOLD 658A A ZERFilm 5-211A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-409A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. VERIFY DETAIL 5-211 B BALCONY 3'-0" 7'-0" C FBGLS PRE-F1N FBGLS PRE-FIN R-02 5-409B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA VIEWER U698 626 IVE 5-212A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-410A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 0 Ti.ADA UNITS) 5-2128 BALCONY 3'- 0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-410B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 NOTE:INSTALL.STOP ON BASE,TOP ORB. .s Of DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE, LLI 5-213A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-411A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 02 5-213B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-4118 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 WW SET'R" QTY DESCRIPTION CATALOG NUMBER FINISH MFR 5-214A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 5-412A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. Flim A I-(INGE 51:391 4.5 X 4,5 652 IVE5-2148 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 5-412B BALCONY 3'-0" 7'-0° C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 LSA ENTRANCE LOCK 05210-I3500TO JAZ PLY 10-109 626 SO HCe Cr) 5-216 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 5-413A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA FSIC CORE 23.030 EV D 626 SCH 5-217 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 5-413B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA DOOR STOP 61 652 IVE a W 5-219 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 5-414A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA RAIN DRIP 11A A ZER --.11 5-U21 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-414B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 • 1 EEA GASKETING 486FSBK PSA SK ZER I EA DOOR SWEEP 8198AA AA ZER 5-U22 STORAGE 3'-0" 6'- 8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-416A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 1 EA THRESHOLD 65A-223 A ZER 1114( ❑ 5-U23 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-4166 ROOF ACC. HATCH 3'-0" 6'-8" A NM PRE-FIN HM PRE-FIN 20 90 MIN. VERIFY DETAIL 0 w 5-U24 STORAGE 3'-0" 6'- 8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-417 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN NOTE,INSTALL.STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL.,OR OTHER FIXTURE AS APPROPRIATE. Cn I4 0" 6" , CC U 5-U25 STORAGE 3 - 6 -8 A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-419 ELEVATOR 3 - 8 -0" HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 5-U26 STORAGE 3'-0" 6'- 8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. 5-U41 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. HW SET:R"03 Cl W CD Cr) 5-U27 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-U42 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. CITY DESCRIPTION CATALOG NUMBER FINISH MFR N 3 EA HINGE 5P81 RC1 4 X 4 652 LVEini N N- 5-U28 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5-U43 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. IEA PRIVACY LOCK F40 JAZ 626 SCH W z d? 5-U44 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA DOOR STOP 61 652 IVE =mil ❑ ix 0 5-U45 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 3 IEA SILENCER SR65 GRY IVEDOOR SCHEDULE " UNITS 5-U47 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. NOTE'INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR.ON WALL,OR OTHER FIXTURE AS APPROPRIATE. U = 0 Z OPENING DOOR l'• FRAME IFIRE 5-U48 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MINI. LLJ u) ❑� ❑ DOOR NO LOCATION I WIDTH I HEIGHT I TYPE MATERIAL FINISH I MATERIAL I FINISH HARDWARE I RATING COMMENTS I SET:R-04 QTY pgKRIPTION CATALOG NUMBER FINISH MFR T 3 EA PRI RCI 4 X 4 652 IVE i V` 0 BA BATHROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 1 EA PASSAGE SET Ftp JAZ 626 SCH ti mm - 03 BR BEDROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 1 EA DOOR STOP 61 652 IVE CL1 CLOSET 3'-0" 6'-8" A WOOD PAINT WOOD I PAINT R-04 3 EA SILENCER SR66 GRY IVE INSTALL STOP ON RASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. CL2 CLOSET 7'-0" 6'-8" D WOOD PAINT WOOD I PAINT R-05 TITLE CL3 CLOSET 5'-0 6'-8 D WOOD PAINT WOOD PAINT R-05 DOOR SCHEDULE NOTES NW SET:R-05 # DATE DESCRIPTION CL4 CLOSET 5'-0" 6'-8" E WOOD PAINT WOOD PAINT R-06 QTY DESCRIPTION CATALOG NUMBER FINISH MFR CL6 CLOSET 4'-6" 6'-8" 0 WOOD PAINT WOOD PAINT R-05 1 SET 2-0R BYPASS 6IILBS 8P60 STA CL7 CLOSET 3'-0" 6'-8" F WOOD PAINT WOOD PAINT R-06 1. ALL DOORS SHALL HAVE LEVER HARDWARE. UNO 8. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS 4 EA FLUSH PULL 221 628 IVE SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE (22.2 N). NW SET:R-06 PROTECTED IN ACCORDANCE WITH OSSC SECTIONS CITY DESCRIPTION CATALOG NUMBER FINISH MFR 716.5.3.1 AND 716.5.7.3. 9. SLIDING OR FOLDING DOORS OTHER THAN FIRE SET 4-DR BIFOLD SCHEDULE ABBREVATIONS DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 13 STA 2 E DOOR PULL 1 C80 C5O SILL 826 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM 5.0 LBS (22.2 N). HC-PHB HOLLOW CORE PRIMED HARDBOARD THE EGRESS SIDE WITHOUT THE USE OF A KEY OR NW Z-MISC GYP BD GYPSUM BOARD SPECIAL KNOWLEDGE OR EFFORT. 10.WHERE PROVIDED, THRESHOLDS AT DOORWAYS N ( DESCRIPTION CATALOG NUMBER MFR MDF MEDIUM DENSITY FIBREBOARD SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN O e DEFINISHBID SCER MFR MANUFACTURER 4. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT 22C EA CCREDIENTIALIENTIAL 9651 BLK SCE PRE-FIN PREFINISHED INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE 1 EA C•EDEN SOFTWARE 9691T OTHERS SCE PRE-PR PREPRIMED FLOOR. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. BY REVISIONS SC-PHB SOLID CORE PRIMED HARDBOARD 1 EA TRAINING ON SITE AND SETUP SCE 5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM 11.SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR 1 EA CREDENTIAL READER MT2OW - SCH AN PEN TOIMONV F 0 DEGREES,TOTHE TIME HEAD DETAIL. MANUFACTURER AND ACCEPTABLE SUBSTITUTES Author Checker REQUIRED MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. 12.SEE 6/AX-8.14 FOR BYPASS DOOR HEAD DETAIL Item: Manufacturer: Substitute: DRAWN BY CHECK BY / 6. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT 13.SEE 7/AX-8.14 FOR BIFOLD DOOR HEAD DETAIL 1. Hinges/Butts: Ives (IVE) Bommer, Stanley,McKinney l �\ l / 2. Track: StanleyPERMIT SET FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR 3. Continuous Hinges: Ives (IVE) Stanley, Pemko, STATUS / / \ / / SHALL MOVE TO THE CLOSED POSITION IN 1.5 14.SEE 7/AX-8.01 AND 6/AX-8.01 FOR TYPICAL EXTERIOR / SECONDS MINIMUM. HOLLOW METAL HEAD AND JAMB DETAIL AT FIBER 4. Locks/Latches: Schlage(SCH) None-owner preference. _ / 5. Narrow Locks: Adams Rite(ADA) None 03.29.2018 CEMENT. \ 6. Cylinders: Schlage(SCH) None-owner preference. [)ATE 7. FIRE DOORS SHALL HAVE THE MINIMUM OPENING / _ _ _ FORCE ALLOWABLE BY THE AHJ. 15.SEE 6/AX-8.02 ANDS/AX-8.02 FOR TYPICAL EXTERIOR 7. Exit Devices: Falcon(FAL) None-owner preference. \ \ -7lilt HOLLOW METAL HEAD AND JAMB DETAIL AT WOOD 8. Power Supplies: Schlage Elec(SCE), Von Duprin (VON) None-owner preference. 17052 SIDING 9. Flush Boits/Coordinator: Ives (IVE) ABH, Trimco PROJECT NUMBER \ \ / \ RIJI 10. Surface Closers: LCN (LCN) None-owner preference 11. Stops/Catches: Ives (IVE) Trimco, Hager 12. Overhead Stops: Glynn Johnson (GLY) Rixson \ _ \. -- -0 \ - ---_ 13. Push/Pulls: Ives (IVE) Trimco, Tice A5.. 1 1 1 1 A. FLUSH B. DOUBLE C. GLASS D. DOUBLE E. DOUBLE BI-FOLD F. DOUBLE BI-FOLD H. ELEVATOR 14. Ives (IVE) NGTrP, , Tice, SWING FLUSH SWING SWING SLIDING FLUSH PANEL FLUSH PANEL SMOKE DOOR 15. Weatherstripping/Gasketing: Zero(ZER) NGP, Pemko, 16. Door Bottoms: Zero(ZER) NGP, Pemko ©2018 OTAK,INC. 17. Thresholds: Zero(ZER) NGP, Pemko DOOR TYPES 18. Silencers: Ives (IVE) Trimco, Hager If this drawing is not 24"x 36',it has been 19. Power Transfers: Von Duprin (VON) None-owner preference. reduced/enlarged. Scale accordingly. SCALE: 1/4"= 1-0" FINISH SCHEDULE ROOM FINISH SCHEDULE - BUILDING 501 PRODUCT NAME/ ROOM I FINISH CODE PRODUCT MANUFACTURER NUMBER j SIZE COLOR/FINISH COMMENTS NUMBER ROOM NAME I FLOOR MAT.I FIN. I BASE MAT./FIN. I WALL MAT.!FIN. I CEILING MAT.I FIN. COMMENTS CPT-1 CARPET INTERFACE PRIMARY STITCH - 102416 HEM GROUND LEVEL • CPT-2 CARPET INTERFACE PRIMARY STITCH - 102417 FRENCH KNOT/ACCENT 5-115 CORRIDOR CARPET I CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs Otak Ar • ects, Inc. PT-1 PAINT BENJAMIN MOORE REFER TO SPECS - 2166-10 GOLD RUSH/REFER TO SPECS 5-116 STAIR 2 SHEET VINYL I VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 808 SW hird A nue, Suite 300 PT-2 PAINT BENJAMIN MOORE REFER TO SPECS - 2128-10 BLACK BEAUTY 1 REFER TO 5-117 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WO GYP BD/PT-4 GYP BD 1 PT-4 Portl nd, OR 97204 SPECS5-119 ELEV SHEET RUBBER!SR-1 6" STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS maiE 503.287.6825 PT-3 PAINT SHERWIN WILLIAMS REFER TO SPECS - SW 7063 NEBULOUS WHITE I REFER TOrww.otak.com 5-U11 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 SPECS 5-U12 ELEV MECH SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 PTS PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY 5-U14 FIRE SPRINKLER SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 PT-5 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY SR-1 SHEET RUBBER ARMSTRONG R8C26 18 118"x18 118" PUDDY/RAISED ROUND 5-U16 ELEC SHEET VINYL 6" RUBBER GYP BD 1 PT-4 GYP BD 1 PT-4 s ' TILES 5-U17 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 ai.. ,ice VYL-1 SHEET VINYL ARMSTRONG NATURAL 6"x36"TILE MYSTIX NEVA NA921 SWEET DREAM 5-U18 STORAGE SHEET VINYL 6" RUBBER GYP BD 1 PT-4 GYP BD/PT-4 3720 CREATIONS BRIAN R.FLEENER : WD-1 SEMI-TRANSPARENT CABOT REFER TO SPECS 1x8 T+G RED CEDAR LEVEL 02 • STAIN 5-215 CORRIDOR CARPET I CPT-1 +CPT-2 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs *VTI_AHD, 5-216 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 5-217 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD 1 PT-4 GYP BD/PT-4 OF Q NOTE: ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION 5-219 ELEV SHEET RUBBER I SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 5-U21 STORAGE SHEET VINYL 6" RUBBER GYP BD I PT-4 GYP BD/PT-4 3129/2018 5-U22 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 STAMP 5-U23 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD I PT-4 5-U24 UTILITY SHEET VINYL 6"RUBBER GYP BD 1 PT-4 GYP BD 1 PT-4 5-U25 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 _ 5-U26 STORAGE SHEET VINYL 6" RUBBER GYP BD I PT-4 GYP BD/PT-4 _ 5-U27 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 — �'L.I 9, f-i ---�� -\ 5-U28 STORAGE SHEET VINYL 6" RUBBER GYP BD I PT-4 GYP BD/PT-4la DBG PROPERTIE( LEVEL 03 LLC 5-315 CORRIDOR CARPET 1 CPT-1 +CPT-2 6" RUBBER GYP BID/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 5-316 STAIR 2 SHEET VINYL/VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BD 1 PT-4 5-317 STAIR 1 SHEET VINYL 1 VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD 1 PT-4 5-319 ELEV SHEET RUBBER 1 SR-1 6" STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS CONSULTANT 5-U31 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD I PT-4 5-U32 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD I PT-4 5-U33 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 5-U34 UTILITY SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 5-U35 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD I PT-4 5-U36 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD I PT-4 5-U37 STORAGE SHEET VINYL 6" RUBBER GYP BD 1 PT-4 GYP BD 1 PT-4 5-U38 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD 1 PT-4 LEVEL 04 5-415 CORRIDOR CARPET 1 CPT-1 +CPT-2 6" RUBBER GYP BD/PT-4 GYP BD I PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 5-416 STAIR 2 SHEET VINYL/VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 5-417 STAIR 1 SHEET VINYL/VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 5-419 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 5-U41 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD I PT-4 5-U42 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 5-U43 STORAGE SHEET VINYL 6"RUBBER GYP BD 1 PT-4 GYP BD/PT-4 5-U44 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 5-U45 STORAGE SHEET VINYL 6" RUBBER GYP BD 1 PT-4 GYP BD/PT-4 5-U47 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP 8D/PT-4 5-U48 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 INOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION CO I— ROOM FINISH SCHEDULE - UNITS Z I FINISH W ROOM NAME I FLOOR MAT.I FIN. I BASE MAT.I FIN. WALL MAT.I FIN. I CEILING MAT.I FIN. COMMENTS BEDROOM CARPET/CPT-2 MDF- PAINT GYP BD/PT-5 IGYP BD 1 PT-5 BATH TILE RESILIENT BASE WATER RESISTANT GYP BD/PT-5 WATER RESISTANT GYP BD I PT-5IX Cf) CLOSET CARPET/CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 w LIVING SHEET VINYL MDF-PAINT GYP BD 1 PT-5 1GYP BD/PT-5 J DINING CARPET/CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 MI KITCHEN TILE RESILIENT BASE GYP BD/PT-5 GYP BD/PT-5 ENTRY SHEET VINYL MDF-PAINT GYP BID I PT-5 GYP BID/PT-5 Q D LAUNDRY TILE RESILIENT BASE GYP BD/PT-5 GYP BID/PT-5 0 V..I WH CLOSET CARPET/CPT-2 RESILIENT BASE GYP BID I PT-5 GYP 8D/PT-5 co w 0 LLI aC1) 0 cn INOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION N In mom W = ct 0 Ll. = o z 7'-0" 5'-0 _.• � LU u) I: 0 6'- 0" i' ,t_ = p < �� • 4'-6" 2'-6" 0 M 2'-6" 2'-6" 2'-6" L 3'-6" 2'-6" t 00 WINDOW NOTES N- _ m * - - - TITLE \ \ \\ 1. SEE 17/AX-8.01 FOR WINDOW INSTALLATION SEQUENCE \ \ \ # DATE DESCRIPTION 2. SEE SHEET A .01 FOR WINDOW SILL AND HEAD \\ \X 8DETAIL AT FIBER CEMENT AND AX-8.02 FOR WINDOW SILL AND HEAD DETAILS AT WOOD SIDING o C° / / io 3. SEE SHEET A0.11 CODE SUMMARY SHEET FOR 2014 / -- / —4 / -----A,r OREGON STATE ENERGY CODE GLAZING U-VALUE AND I I II I r I SHGC REQUIREMENTS Ate - G- - - .O - - - - - O - 4. PROVIDE SAFETY GLAZING IN HAZARDOUS LOCATIONS `.' ir' `�' N PER OSSC 2406.4 _%,,__$ - - - - i - - - - _ - --� - - - - - a FIXED WITH CASEMENT FIXED WITH CASEMENT FIXED WITH CASEMENT 5. EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM O FIXED O OVER FIXED O OVER FIXED O OVER FIXED PER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS IN 1029.2 REVISIONS WINDOW TYPES Author Checker SCALE: 1/4"= 1'-0" DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER A5— 1 12 ■ ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. otakSLAB PLAN LEGEND iieeA 1'-6" SPOT ELEVATION ....iiiiillio"...iiiirrTallilik, 'i^ Otak A itects, Inc. 808 S Thin, .venue, Suite 300 \/ SLAB OPENING Ps land, OR 97204 / :in 503.287.6825 www.otak.com ID FLOOR DRAIN FD . - I " SLAB PLAN NOTES ` ' 3720 1. SEE STRUCTURAL FOR R. LF. I�R FOUNDATION FOOTINGS w • PORTLAND,OR qii 2. SEE CIVIL FOR PAD ELEVATIONS Os 3, SEE CML FOR LIDA PLANTER WALL ELEVATIONS 3/29/2018 4. FLOOR SLOPES AT 1% UNO STAMP • ..__TrAril. n-lr--Lin__J11_,,, DBG PROPERTIE LLC CONSULTANT 4111 lib (3) NOTE: SEE CIVIL AND LANDSCAPE 5.4 5.6 5. DRAWINGS FOR DESIGN AND ID il + DETAILS FOR EXTERIOR PLANTERS AND WALKWAYS • 208'-6 1/2" 'I - '. l- f '" I' 1 " I " i f 51 I '� 33 4 1 f4 _ 23 -5 i 14 -3 112 r 23 -5 23 -5 33'- 101!2' 23 -5 33 -4 1!4 1v-2 3/4" 4,, 10'-23!4" • — 1——-- :.2 3/4"..�._.10'-0".. ....y --- - --= 2 314"....10'-0" ........ `....._ 2 3!4" 20'-5112" L _• 2314" ..__._....._..1 Q=-0'1 2314" 10'-fl" L -_ __ .._.......... 1 i • CO I I II I I 5.A — — I I. 1- \\\\ �*� 196 1 ' \ 1 ` Z\\\K\\\— Ni 1 \i'N' . . \\ ..-, .11_ . . \.....__, \.\1 ,i. 1%-- '" \ Z LLI 1 9 ,1 \ \,,,,„ 1 - - \\\\.\\\\\\\ Fm- \\\\\\ \ \ \ \ \\*\\\ .\\\\\ \\\\\ IX II 1 I I EXT€NTS OF BUILDING SLAB I I Q Z • Cl1 Ar- b) ,, 6'-6 112" 4" ICC CL 2'x2'x2'SUMP PUMP PIT 1 I 1 I I ❑ m - \ '_-_�� U) Ce CO - CI Lifj CO . Q;•• i••;_. \ VERIFY ELEVATOR ii C, v;: \/ PIT SIZE WITH N x 10'-�� \ 1 I ' • ,. ; /\ 1 MANUFACTURER. 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REVISIONS _ \\ \ -. . 6 ‘1.4. ,......„11\\ \\\\)- \' im•- :4,,,,___ '1I'\ \ ' \V ' .- 4• I -• ' I\II\\\\\:\\, \.\\"\\\\:‘‘.,\\\\,•\\\, ... \\\\\\\\ \\,\\.:,,\\ 1% \ i%2 ••••• 4196 1% 7_ ff \ 1L%\ 1- 1/° "\\\\\. i; Author Checker I I I ' I I DRAWN BY CHECK BY -a ? PERMIT SET STATUS 03.29.2018 DATE OD le 40 411' II) @_.__ ID . ill ,7052 PROJECT NUMBER Os 4' 8' 16' 31161111111.1 A510 2 A5-2 . 00 0 0 1 FLOOR PLAN LEVEL 01 ®2018 OTAK,INC. If this drawing is not 24"x 36",it has been A5-2. 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. ff- �Q OTHERWISE NOTED. DEMISING WALLS ARE _admillig.:4111---12 116. "s•. �� \ DIMENSIONED TO CENTER OF STUD. 13. FEOR ELECTRICAL L CTRAL DRAWINGS.C NG& EQUIPMENT SEE Otak A @CtS, Inc. `<� O\ \ 3;. ,( Q } '' `\ 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL 808 S ThircE A anus, Suite 300 • LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER ` - f Por-and, OR 97204 �`� i \ - .Y, DRAWINGS AS APPROVED BY FIRE MARSHAL. '^�.• m��503.287,6825 fir" .\ BLDG q..... .. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE ''` •.� '-' ' '`•.. �/ VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.corn .,` .•Z, -� �� ;` HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES -✓ .,,--_ • SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE :,\r''' "f €L- E'-- "--' 1 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE . �. . •� DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE •• • ., / .a 't t Y. - �' .� ° ,L 'G- E � � - ` '� FINISHED FLOOR TO HIGHEST CONTROL AT GROUND 44.) \\\. BLl 1_;:OLPG,2,._,t_ L ._ r.._ �:DG 4. 66.�C_�_C .,1. 5, SEE STAIR SHEETS AX-5,01 &AX-5.02 FOR STAIR FLOOR UNITS. 3720 F--__-___-._..--_..-_--_---_-__-__._-__.. .__.................... ..__.,_.._._.._ • DIMENSIONS AND OTHER STAIR INFORMATION. `,i€ i 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.Ft v ER� 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION, VIAND.OR 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING 7 RATING IN WALL AND A ALL TUB/SHOWERS. SEE G15/AX-8.161LY JUNCTION BOX 9/AX-8.11 FOR 2 HR WALL.PLACEMENT IN 1-HR WALL, AND DETAIL F O • 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3129/2018 • AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5IAX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). INTERSECTIONS _,-, 1 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. - --I-riff �- ~. ' 'L 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 PRO P E RT I E 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. 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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. . .� OTHERWISE NOTED. DEMISING WALLS ARE f ./64. \ DIMENSIONED TO CENTER OF STUD. 13. FORELECTRICAL L ELECTRICAL LIGHTING &EQUIPMENT SEE Otak Ar It@CSS, Inc. \ c\\ ,-•'',�'�Q ,>••' �,, 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOL 808 SW hird enue, Suite 300 • LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER `•,'''d' �. -•.- -=' 1 DRAWINGS AS APPROVED BY FIRE MARSHAL. Po land, OR 97204 \''.- : `, :•' m. 1 503.287.6825 \---•rr \ ,/" ,' ,.; �' BLDG 5 r 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE _ '.. VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.corn r �' ` `� ' ± HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES - -.- \', } �� SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE I ! _ \ 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE ' I, DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE } / d : �, 'I FINISHED FLOOR TO HIGHEST CONTROL AT GROUND .v ' BL G.1 ,.B1...DG 2_ BLDG 3_ I_BLDG 4 BLDG 6 5. SEE STAIR SHEETS AX-5:01 &AX-5.02 FOR STAIR FLOOR UNITS. 3720 t DIMENSIONS AND OTHER STAIR INFORMATION. BRIAN R.F#. ER Ca ,,, 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT • 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. VIAND,OR 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL OIJF 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. _ �� -Lb 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 LAG P R O P E R T I E 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. 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If this drawing is not 24"x 38",it has been A 5-2.0 SCALE: 1/8"= 1'-0" reduced/enlarged. Scale accordingly. SITE KEY PLAN FLOOR PLAN NOTES Otak = 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS & EQUIPMENT SEE AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS, �'Q OTHERWISE NOTED. DEMISING WALLS ARE „iiiiisell....."Hidia Nc3 \ DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE ', , \ -'�,,� =-- +,J 2. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOL ELECTRICAL DRAWINGS. Otak Arc itects, Inc. '� O LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 SW ird A nue, Suite 300 r ; / Portl d, OR 97204 -' Q ,ham •. - DRAWINGS AS APPROVED BY FIRE MARSHAL. mai 03.287.6825 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE �•, -: . 5,.,...--.., •ww.otak.com " �� " '.'s,. VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, 1 .,�`' `' \ 'i` HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS RECEPTACLES �•"- t ,- `\ �� SECURITY CONTROLS AND ELECTRICAL �. \ i ` f --- ; r �. ` • SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE ` 1 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE 1 DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE ,jt•11' dit% FINISHED FLOOR TO HIGHEST CONTROL AT GROUND 1 BLDG 1 BLDG2 _ __tato . BLD_tato 3, G 4 : BLDG 6 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 7F0 _ _- DIMENSIONS AND OTHER STAIR INFORMATION. 'el 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT teBRIAN R.FLcu*c Ci 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. %MAICD, 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 y + v- RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. O 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3129/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 121AX-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. ' �Ln...J 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 P R O P E RT I E 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. 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FLOOR PLAN LEVEL 0 3 if this drawing is not 24"x 36'it has been ' 5-2.0 SCALE: 1/8"= 1'-0" ' reduced/enlarged. Scale accordingly. SITE KEY PLAN FLOOR PLAN NOTES otak 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE '''r' AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. ...4000011019;adin ilk ' •' 'tc;) OTHERWISE NOTED. DEMISING WALLS ARE •."',6.\ DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE s J 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOL ELECTRICAL DRAWINGS, Otak Ar meCts, Inc. < ` LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 SW ird Av- ue, Suite 300 F' ' 1 Porti- d, OR 97204 �' O t .• DRAWINGS AS APPROVED BY FIRE MARSHAL. \Y• ` A / 3- FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE main 03,287.6825 BLDG 5..,:-, J�•,.JJ `; . ,;'�'.�,, .•-••'. + ; VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, .otak.com ��,. ' HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES ! . ----a \L j_ `��\�1► F SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE ......_.. I ,I . 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE ` is DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES- LOCATED WITHIN REACH RANGE OF 48"ABOVE • 4 It e . ..._ =3/,,II FINISHED FLOOR TO HIGHEST CONTROL AT GROUND • 4 ; '. BLIX3 1..- BLo a:__..-...-BL111 _3..>:-.--BLDG 4 BI�,DGL6_, . 5- SEE STAIR SHEETS AX-5.01 &AX-5,02 FOR STAIR FLOOR UNITS, 720 -� - DIMENSIONS AND OTHER STAIR INFORMATION. Veli ' L 1 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLE NER frA 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND,OR 17. SEE DETAIL101AX-8.11 FOR INFORMATION REGARDING 7 RATINGIA ALL TUB SHOW RS. SEE 15/AX-8. 1N WALL AND FLOOR/CEILING 9/AX--8.1 FOR 2 R WALL.JUNCTION BOX OF IN 1-HR WALL, AND DETAIL uF C 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-$.14 FOR TYPICAL INTERIOR WOOD DOOR - INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION)- INTERSECTIONS -f-' 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. - ''-'11-1-1 J-1-11-L1-1 tfl- 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG P f l O P E l 1 T I E AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0" FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER DETAIL i A5-3.01.41111) le (1111) 5.4 5,6 ' 5.84,111 1 le go I1 „ [� r, 208'-6 1/2" „ „ 1 r -r 33'-4114" L, 23'-5" •� 14 -3112 .( 23'-5 23 -5 33 - 10112 23 -5 �r 33 -4114' , 23'- 1112" y 10'-2314" 1D'-2314" 13'-2114" � • 3'- 1114" •r 10'-2314" ,' 13'-2114" 10'-2314" ,, 13'-2 1/4" 20'-8 1/4" 13'-2114" ,, 10'-2314" •Y 13'-2114" •r 10'-2314" • 23'- 1112" •, 4r-5114"� 6,-9" ,, 5e-9u •r 6 -2112" R 5'-0" , 5'-2314r S:-2314" r 5,- 0" � 6'-81/2' , 6'-5314" � 8'-2114" 3 -0",�� 5,-2314" _ 5 -0" , 6'-$ 112" r 6'-5314" 5,-2314" L. 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CPT-2 23 rn = z M Ai. - _ AX-5.o _ _ _ ,.WALLS: ROOF AREA VENTILATION SITE KEY PLAN ROOF NOTES VENT FREE AREA(sqft) Otak NAME AREA(sgft) 1. VAPOR BARRIER AT INSULATION TO BE LOCATED ON REQUIRED PROVIDED WARM SIDE OF INSULATION. ...illgelii ilk. AREA 1 11,410 36 38.5 /. /,; 2. SEE 6/AX-8.06 FOR PIPE PENETRATIONS. A , 3. WALK PADS TO BE PROVIDED FROM ROOF ACCESS Otak_Q'. Inc.0.89 ' enue, Suite 300 AREA 3 355 1.18 2.75 DOOR TO ALL MECHANICAL EQUIPMENT(VERIFY Poland, OR 97204 LOCATION OF ALL EQUIPMENT PRIOR TO PROVIDING m in 503.287.6825 \-' , -- \--" •< `, BLDG 5...,.-. LAYOUT) www.otak.com ,; ' ` �l \ 4. AT ALL DOWNSPOUT LOCATIONS PROVIDE A .../ �.__- --., -`--- \i SPLASHBLOCKAT THE ROOF. AREA NOT TO EXCEED 3000 sgft.VENT FREE AREA MUST NOT BE LESS THAN 1/300th OF THE ROOF AREA t : ' 3. 6. PROVIDE VENTILATION OPENING FROM MAIN ROOF �� BLDG 1 BLDG 2 �.�I��$., BLDG 9�_;.BLDG 6 X72 t SPACE PER OSSC 1203.2 EXCEPTION 2. TO CRICKET AREAS. ,.\\ • 1 1 . BRIAN R.FLEFiVER 4 • • VOIAND,OR LEGEND F0 3/29/2018 STAMP I I STANDING SEAM METAL ROOF MEMBRANE ROOF SEE ASSEMBLIES n 1. J L - - -"Irril LrThr-1:11:1-1 , - - - - - FACE OF EXTERIOR WALL BELOW PROPERTIES .._ 2-HR BARRIER WALL BELOW LLC (RATING TO EXTEND TO UNDERSIDE OF ROOF SHEATHING) ROOF VENT CONSULTANT J ROOF DRAIN AND OVERFLOW ODO ORD SEE 8/AX-8.05 raji GREEN ROOF I I . i` ' BALLAST ROCK I'c�L 111110 (1111) �5.4 5.6 5.8 • r 11111 II 33'-4112" 23'-5" •� 14'-31/2" J 23'-5" J 23'-5" 33'- 101/2" 23'-5" 33'-41/2" I I I I I I I I I 43'- 3 112"-TYP - EXTERIOR WALL 39'- 10"-TYP �� 7 BELOW-TYP / 39'- 31/4"-TYP L , I - I _ - ---��-1 - - - - 1 I SIM I N AREA 2 iV- II 8 cV- II & 4I i I I AX-4.12 r L J ' -8.0. L J _.. ..,_,.._,_.,.. .,. .._ . _...__._ �..._. . I ABOVE I _,.. --.. 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DRAWN BY CHECK BY 5.9 • ' lad PERMIT SET STATUS 03.29.2018 1 0' 4' 8' 16' e.,..._•.1 DATE 17052 PROJECT NUMBER 1 ROOF PLANA5-2 . 05 ©2018 OTAK,INC. If this drawing is not 29"x 36'it has been reduced/enlarged. Scale accordingly. otak .....iiiii.01,----Lahhh, RCP LEGEND Otak A r 'tects, Inc. 808 ` Third venue, Suite 300 -1,_6n SPOT ELEVATION-ABOVE Po I=nd,OR 97204 . 1111) T- REFERENCED LEVEL m_ 503.287.6825 5.41 5.6 5.8 5.9 www.otak.com CENTER EXIT SIGN _ _OVER.LICKAWAY.. r — D HORIZONTAL ASSEMBLY CEILING RECESSED, CANNED BEAM ABOVE Q . , • I �` . '�� / / 2 CEILING LIGHTING PIXTURE5 ..,,6%,3 ACCESS HATCH LED LIGHT FIXTURE I' I I A5-2.12 ACCESS HATCH 8 -0" „ I I \ ._I I I i I I I I I I I ) CEILING SURFACE MOUNTED 3121 7 -8112 If ti r <<I 1 I BEAM ABOVE ,, EQ EQ r BRIAN R.E�NER4 8,_0„ EQ L EQ L II I � r 1 RECESSED CEILING e I i TYP EQ •` EQ I • %OFO # C:1)3 _ . \oi J . I 7 1 'r; • . I , [.. ..T:0142,-._.::77__,I _ l I . 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If this drawing is not 24"x 36",it has been reduced/eniarged.Scale accordingly. ELEVATION LEGEND ELEVATION NOTESotak , 11111 , 111 VERTICAL WOOD SIDING-WD-1 1. SEE BUILDING FLOOR PLANS FOR DOOR TAGS VERTICAL FIBER REINFORCED 2. SEE THE SHEET A5-1.11 FOR WINDOW AND DOOR 1 - H CEMENTITIOUS PANEL SIDING 12"X SCHEDULES. , 48"STAGGERED-PT-1 3. SIDING TYPE, REVEALS & BUILDING COLORS SHALL Otak Ar CtS, Inc. WRAP AROUND CORNERS INTO RECESSED AREAS 808 SW hird Av- sue, Suite 300 HORIZONTAL FIBER REINFORCED UNLESS OTHERWISE NOTED- Portl- d, OR 97204 CEMENTITIOUS LAP SIDING W/6" main •03.287,6825 EXPOSURE-PT-2 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. .otak.com FIBER REINFORCED CEMENTITIOUS PANEL TRIM -PTS 5. SEE 6/AX-8.06 FOR TYPICAL ROOF PENETRATIONS. 1-1--, 6. SEE SHEET AX/-8.11 FOR DETAILS AT ELECTRICAL ''. - WALL MOUNTED BIKE RACKLIGHTS, COMMUNICATION PANEL AND EQUIPMENT. FDC FIRE DEPARTMENT CONNECTION 7. SEE 7/AX-8,05 FOR SADDLE FLASHING DETAILS AS 3720 5.D 01:05.B 5.A BRIAN R.FLEENER p SEE EXTERIOR FINISH SCHEDULE NEEDED, FOR FINISH INFORMATION. • 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL %MANI), 63'-6" , PENETRATIONS. OR �, 29'-0" �� 5'-6" �, 29'-0" .,� 9. SEE 17IAX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF I I I METALLEFLASHING CAP 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED 3!2912018 AraSIM aliSIM WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP PAINTED FIBER CEMENT PANEL "ELECTRICAL ROOM-" IMO We TRIM AROUND WINDOWS-TYP © _ _ TO HIGH ROOF 11- SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT CONNECTIONS SERVING AUTOMATIC SPRINKLERS, ,,---" '0STANPIPES OR FIRE PUMP CONNECTIONS AND BE ,, ,d_r_11ATYpc_21-00 \ -8.0 TYP. AT FIBER -��^""" -i - VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALL - .� I , LOW PARAPET WHERE7 ' L CEMENT I I 1 TO PA PE � INDICATE DESIGN PRESSURE OF FIRE PUMPS PROVIDED. DEM PROPERTIES I LLC ! 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SEE SHEET AXI-8.11 FOR DETAILS AT ELECTRICAL . ,l j . ,„ LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. FDC FIRE DEPARTMENT CONNECTION 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS 3720tel NEEDED. BRIAN R.FLEENER CI SEE EXTERIOR FINISH SCHEDULE • FOR FINISH INFORMATION. 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL * P13R�LAN},dR 5.A 5.B0 5. A -, 63'-6" 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS: OF 0 29'-0" 5'-6" 29'-0" METAL PARAPET CAP 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED 3/29/2018 4' 4' - FLASHING WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP PAINTED PANEL TRIM "ELECTRICAL ROOM." AROUND WINDOWS 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT TO HIGH ROOF - - 44'-0" CONNECTIONS SERVING AUTOMATIC SPRINKLERS, ® r-^L, h_.' STANPIPES OR FIRE PUMP CONNECTIONS AND BE -1-. ,-- `---,, • -8.0, -� ..-- l _ I`, ,j; VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALL I , 1 . 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Oak I cts, Inc. 808 & Third Av= ue, Suite 300 4. SEE STRUCTURAL DRAWINGS AND BUILDING Port] d, OR 97204 ELEVATIONS FOR ADDITIONAL REQUIREMENTS AND mai 503.287.6825 INFORMATION NOT SHOWN HERE. .otak.com El--.- 4=C 4.B 4.C 5. ARCHITECTURAL ELEVATION OF 0'-0" IS ASSUMED AS THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL DRAWINGS. SEE CIVIL DRAWINGS FOR ACTUAL . Ia AX-4.12 BUILDING ELEVATION. +� ` 3721 I I R3 1 BRIAN R.FLEENER 14 TO HIGH ROOF • ' - - - -- - - - 8 44'-0" PORTLAND,OR r AX-8.06 OF 0 PROVIDE GYP BRD DRAFT STOPS BETWEEN EVERY2 I I __.. .._�.. . �. ,_.......Y.. hI jjll If 3/29/2018 UMTS PER OSSC 708.4, OVER-BUILD ---._i _ + 1 —, STAMP AND 718.2. 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ARCHITECTURAL ELEVATION OF 0'-0"IS ASSUMED AS 1� 7y 13'-7" y CORRIDOR STAIR 2 I THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL } CLEAR WIDTH -..----A,,,,-,- J, DRAWINGS. SEE CIVIL DRAWINGS FOR ACTUAL Qtak A -Ct Inc. RI RI " j ry 1., 4 Y . "•1,` - BUILDING ELEVATION. 7� 13'-7" ,, �' PEDESTRIAN SEE808 S hird Ay= ue, Suite 300 CLEAR WIDTH BRIDGE PLANH":,/-11" SIM W/ADDITIONAL(2) P-_•,/- = 3. HANDRAILS TO EXTEND A MINIMUM OF 12"AT THE TOP Pard. d, OR 04 5/8"ri f f - Z OF THE STAIR AND THE LENGTH OF ONE TREAD AT THE LAYERS TYPE X GYP main •03.287.6825 1 BOTTOM OF THE STAIR, SEE DETAIL 5/AX-8.20 D I 'r.'R ' i 4. HANDRAILS TO BE 3'-0"ABOVE STAIR NOSING SEE AXE. 2 ` AX-5.02 E I 4= I DETAIL 8/AX-8.20 ,. 'Nu •iik , ._ (------ - • \, k -. 4x WOOD T&G DECKING \ 5. SEE STRUCTURAL FOR STAIR AND LANDING FRAMING -1: r _..._.r� "-"`'ice SEE STRUCTURAL SEE _ SOLID WOOD ,yr I �� .. MEMBER, SEE `1 . f 'c PLAN STRUCTURAL 6. SEE 15/AX-8.20 FOR TYPICAL STAIR IDENTIFICATION 3720 O 2 0 2 (2) LAYERS TYPE (2) LAYERS TYPE SIGNAGE DETAIL BRIAN R.FL[:6;Nf�R4 'X'GYP BOARD 'X' GYP BOARD 4 DISCHARGE 5 °D ' I CORRIDOR CORRIDOR STAIR 2 • • , ri • 5 IDENTIFICATION U11:1 �� l- %PORTLAND,063 AX-8.20 GATE-SEE I b d I TMP -••• 14/AX-8.20 b d �` _........--- -..JOF 0 ! .---' / 1_ <ip . , 10 FIRE RATED WALL AT 4TH FLOOR 9 FIRE BLOCKING 4TH FLOOR 3/29/2018 , Dpi t i PARTIAL ® N UP r - 1 2, STAMP _5 Q, SCALE: 1"= 1'-0" _5 �, SCALE: 1"= 1'-0" - Fri HEIGHT ! O I I 4 314 # - Z F-• - t- 3'-8"-- 3'_8,- F J v Q 6 v Q CLR � '�CL ¢ `- w 0.1 ____IT,nui F-7-i-r-c--11-1„ '� -8.2 T ...._ �-4 3!4" �. -8.2 I z r I I ~ U 4.B IX -nip L. 3'-8"-,,r-3'-8" `° J 6 �i DBG PROPERTIEC _ C.1l . . . . . °D �`I I `° 2-HR RATED LLC CLR CLR l �' ! - v /\ _ FLOOR/CEILING - -o� [ i ASSEMBLY STANDPIPE-TYP MIF �- CORRIDOR T_ _ STAIR 2 S 13B� i,8" CLR 13B CONSULTANT • SOLID WOOD EE OVERALL PLAN v a - \ �� / 8 U ` / f 10 BLOCKING FOR WING WALL r \` AX-5,Q 6 5.02 AX-5.0 AX�.02 �� _ _ -- CONFIGURATION / -f [Orj�• CJI ' v I I f,, _LEVEL 04 Ir ® -._....---- ,T... -0. -T J ` f • i i i (i i i f I I i I i i 27' 9 112 DISCHARGE } f 1 IDENTIFICATION �' 1H21AM- r ��♦ ��i ♦��L� ♦��4'A __I LEVEL 03 TO PLATE 1G4AITE-a IC �N _ 21 (--- wig I •- 26'-8' 2 HR FLOOR I I F3 SIM WI ADDITIONAL (2) AX-5.02 1 1 �` 6 _ ROC 5F - CEILING = -- :: ;; • _ : r LAYERS 518"TYPE 'X'GYP TI _ 2 HR RATED ACCLSS _.i _ _ ASSEMBLY STORAGE ,-' • , I ASSEMBLY, - UP - I - WALL ASSE Y ROOF ACCESS ISM i • •'- I CORRIDOR SEE PLAN - - - - �1 i SHIPS LADDER -• 21 ®= :CORRIDOR• _ {-271 \ `f` ® ' 3 ! f NOTE: STAIRWELL IS MIRRORED AT BUILDING 2 I -; •'CORRIDOR - I • • ' " , ,_ AX-8.144 - ' FEC 23 El CIEC l . �•� _ .^- •R•Y•. - - - , - - 8 2 HOUR RATING AT FOURTH FLOOR 7 LEVEL 01 AT BUILDING 2 & 6 -„i . _ _ •- _ ; - : SAX-r3.,4 , _ _ _. ,. 1 " � • � � " "� � . " " = ='`' • _ � . ` I =:`` -5.0 „ ,0 " , " �.1�,- ��,' _ SCALE: 1121 -0 � _j•�, SCALE: 1141 -0 Ad III NOTE: STAIRWELL IS MIRRORED AT BUILDING 5 I NOTE: STAIRWELL IS MIRRORED AT BUILDING 5 10 3'X8' ROOF Ai ACCESS HATCH AX-8.20 r• R1 AX-8.06 4 STAIR PLAN LEVEL 04 2 STAIR PLAN DISCHARGE LEVEL - ___ ._ _.- 1__ __ _ _ _ _ IT ___ TQLOW P3 RAPET Cn RATED EXTEND 2_HR f .I I • _5.0, SCALE: 114"= 1'-0" ■ _5.0, SCALE: 114"= 1'-0" ASSEMBLY TO 7 I 404 0406% Ak UNDERSIDE OF if # Fri 1*0 P '1� � I it*: 1 �� veV I� - 3 W SHEATHINGJUL �/�1 �� - ��+. �� i��. + �� AX-8.01 �.• 1 A��} ./A �1A . efffir IN err LEVEL 04 TO PL4To M CO s RI e Ii Ems Z ROOF ACCESS 13 -7 „v 13'-7" SHIPS LADDER I � ROOF 6 ' O CLEAR WIDTH CLEAR WIDTHfa STAIR 2 I AX-5.02 ACCESS AX-8.20 Q o I- 2-HR RATED 0 AIIIHASTANDPIPE-TYP I ATBUILDING 6 FLOOR/CEILING I It _-___- '-� 1 i wD2 13B I I \© O.H.AT BUILDING 2 ASSEMBLY I 3 , rLL�- _ Q w Cn , Ni - _ _I SOLID WOOD N G %/ p� r I �Ir,,, . ..... ...,��. . ... ... .ry r 7 ` 5f-4x BLOCKING F2.1 r Cn N O 2Z CO I i - - -- - � _� • 27'-9112" CV I I.•314... u11�r X61.44+au1 464 f ♦ ♦ '•I `1 1 . _4 1_ 421" LEVEL 03 TO PLATE N - ' -E 5 ;* © 6 TYP 6 F5 7 • _ 1 . '/ I la r7 ¢ ri IY AX 8.20 © � I 2-HR RATED 1 AX-8.20 -1` 4 1 /'' AX-8.01 ix 8 O C\I i '-� TYP WALL ASSEMBLY, K - _ 1 `' ,-, °% CO \ -I -- Fl - kr , I I ,� - SEE PLAN STORAGE I .. - - i N- D Ct 1 Ht,___. . _ii+ X - - _ I I UP z �. 0 Q - --H Ell I-- C7 u] 4 3/4"-III 0 rZ '. I I I r- „ = ! z I - 3,_8„- -3'_8 f ''• • - z ip 518' GYP BELOW _ r; �¢ }- C!� 4 3I4 I �n w _ `" wCr) STAIR STRINGER! r-, ,I E ix f J J c7 i_ r I Nr 3`-8"i� `�3'-8"- I- - -CLR- - -CL' F- ti F2 LANDING F2.1 cn I co TY' ` nP 1 I I I cio - - - - I• ■ I _ 'Y-' - i - I 'L : �� - TITLE i- © r. I J ❑ i ti D - LEVEL 3 71 ila (._.) I� •ir••r•rr•r• • 18'-6 114" -� , r + - , . _ 1 „ LEVEL 02 TO PLATE # DATE DESCRIPTION U EVEL CL W Et I - II _ 1 .. ,� r- ap ca Op • -8.2 I - - - i-j:724" 1 . _ AX-8.20 `\` _ 1 Q f �� _ �`, AX-8.20 r ' - � 'V i 4 � � f-= f I� .,� AT T.O. _ i ��` � IX 1_ �'- 8 ~-� u r�r STAIR TYP ,� I , _ � - STORAGE �y-- _ �'�J �`� � �� J \ / J - \ AX-8.20 ' 1 d _ I oa,- \ AX-5.0 �(p Cy I 2 ! Fit f: �_ ;, 1 �•4 ` - -- ---- I FLOOR AX 8.20 I 1 BEYOND I r ;.��. .-'. -; •,- " - - •3_'. ,- - - 21 - _ r r � /' W_.I REVISIONS I I ' �I 21 3 STAIR - LEVEL 02S ,_,. T '� 9'-3114" _ r; 21 l�P�l�a�d!a!rii�a��a.��,�a�a ��t� u�k��_I'� I _ I - uQJ LEVEL 01 TO PLATE I •' AX-8.14• I I =_ AX-8.14/. ! _ ) _-� �, 8'- 1 314 1 i\- �; Q Author Checker I = Ax s.11 STORAGE r CORRIDOR I I ELEC = .' .:CORRIDOR ,. I I_ 1 - �:' F DRAWN BY CHECK BY ' TY PP ® ® P O II :: E - y : _ - _ •- ' _ I - ELEC I ` TUS ,• � .: BASE PER _ i N SCHEDULE I Z in 03.29,2018 ' AX-8.20 I I t 1 Q DATE y [-.E FEC FECr " j I I 21 I F1 TYPI AX-8.04 a _ - - 17052 • I �.. 114 �' GROUND LEVEL PROJECT NUMBER _ mo - •S •- r • • • -5 SyS4..ri 1 #W,4' !,r,Gei'' yIIViSIT�f'/kLKf�k' k 1k1PW'1 ...4 1A 1.Y. 1 14iK1}Y* • "h7.d.}IY ., -- :.I - _. ... -'. , Ail 1 i lil NOTE:STAIRWELL IS MIRRORED AT BUILDING 5 NOTE: STAIRWELL IS MIRRORED AT BUILDING 5 1 - --•--I I -, -, l �- I f --I } : _ i T"0.-4 ; AXIOM 5 , 02 1._ 11:_il ______i IL_ II________i 1 1._. ::____I 1::::!:...111_ 1_1 .1, , I . .--:'T I- . I , , 1 ' ' , ' 17-7--.-1 7------ 1 F i-7-7-71 ! i7---1.--:-1 1 1-7----7: i:-:-.-1 I I-- THICKENED SLAB AT BASE OF O 2018 OTAK INC. 3 STAIR PLAN LEVEL 03 1 STAIR PLAN LEVEL 01 6 STAIR 02 ELEVATION 5 BUILDING 4 - STAIR 02 - SECTION STRAIR SEE STRUCTURAL rrthis drawing rsnot sa"X36",ithas been SCALE: 114"= 1,-0" SCALE: 1/4"= 11-0" SCALE: 114"= 1'-0" reduced/enlarged.Scale accordingly. A -5.0� SCALE: 114"= 1'-0" � -5.D, ' -5.0- l -5.0- • Otak Otak Ic, ts, Inc. 808 S hird Av ue, Suite 300 Porti 'id, OR 97204 mail-503.287.6825 ww.otak.com _ . rei • . BRIAN R.FLEENER 0 4,_ , - • .: n . • ''''• a SHIM MAG 44 ZORTLAND,OR I , -.II , HOLDER AS REQUIRED OF 0 MAG HOLDER --'------ ' ! 3/20/2018 BACKING PLATESTAMP FOR POCKET CLOSER 1/4"STEEI_____ .--------. . SEE OR 3/4" PLYWOOD , _ to-. PLAN A- SMOKE DOOR- ,, • FINISH PER . • _ . ,,, -n--irr'Ll .- , SCHEDULE •= .1 . r T __ DBG PRO PE RTI Ec, SINGLE RABBET I 4 i i - ,.:. •' LLC HOLLOW METAL , • FRAME 1 • --"`"--•-..-' .1 EDGE MOUNT L I 1 1 §s"FJE CONT. HINGE 7/8' CONSULTANT u. > Fe w > Ill ELEV DOOR PER MFR h--- PENTHOUSE ELEVATOR ------- : MECHANICAL HOIST VENT .AX-5,03 • -503 • L.RIM e ELEVATOR' HOIST BEAM SEE EQUIPMENT PER MEP CORRIDOR SHAFT STRUCTURAL - 7 MECHANICAL : TO HIGH ROCm. . , I EQUIPMENT PER MEP , •! .•• • TO HIGH ROpFp, TO HIGH ROOF AI ____ 44' ;--".i. ig q . Pr ....4 10 1 6 ELEVATOR FIRE DOOR DETAIL . . 1LT ..-, AX-8.06 •(-71-3- . 10 13 $0 - ''''' AX-8 r A _5.0 SCALE: 1"= 1'-0" ..- AX 8.06 • WI? AX-8.06 .2;1 SIM R1 --,F, --:.- --:- -::: ..-, • AX-821 9 v TO LOW PARAPEI . TO LOW PARAP . ,..": .4'. TO LOW PARAPET del 1 il- 1-- f --:;. 17-7 ,• ,:-.. AX-8,21 ' I 'oh 1 I . I 0 1 ., .. ., , .• ., •, .. . .... , %, .... 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CABINET-TYP,- -,•..t....L-; - ::.-E,21 ::."--2.-:%-;_;1],,-:',:--,,,.,',.';:•-•' ./.' ‘i-, STRETCHER . . , '-'1'' -81- - , ,•11 /i. _. ,. •,,:,;,-,. . f , __ , ••• •• •-„:: ...-- A: . 1--.. .'• ..'" ,-'‘'' ' 7, ,-6, • ' , ::;:--•:.:.,f,=,:.:...,=_ %:..:,,,,",-';-,."-,,. __ r--,r-:.-:,;t`-%::•:!.':.'. • • -'<•.''-:.S::,•'. .=.- I • _ : ..• * •„:, I CORRIDOR UNIT UNIT UNIT _F ..'._',_•-2:'::1.-?_:..:-:-:"-.-:. II In7-.V•--__ N,. / CORRIDOR 1 i!,.•1; .':.:... UNIT ' • • / 1 w 2 1 1.1 •:::;.- .L / 1 I ,•1! I -::,... 5 . • i!i, ,,...: CORRIDOff::4:-'.",...ti_ / Ls _..... tit_ ..,, ,. AX-8.21 ..., :..:- -.'. TYP o Oh ':- %IV TYP ,:: . -• , - , , . . ... 7%. '.•',- $ , AX-8.21 REVISIONS ELEV' .,-: •• „.,,-- _ „•. . :: 1- .::.:1',...,j::::: 1 i , ,,,/ / 4 11- I IR 11 1.E .,',;. D I Lii LL I -•••:- ,., Fl ,1- .,, .:-' _ - '; I. 445::,-::,:;; i . / --- i - / zo "E I ..., , f ' I GROUND LEVB„__m, AX-5.03 / „ , , _ - . •I• '-;;r1 : -.-21--/' I :Ti / / >w __ ....., I i GROUND LEVEL - - L ... __74, ii, GROUND LEVEL jek, ‘‘ • -, ti,:t 1 ;II ' - AX-8.14i '' -- '-''';'t; '.4-•.- , 1 I / - , -kJ' ...'• i'' .1t/cL'' .,Ai4z2U,4(2',4W)440- I,- ,.-..All, ..ri'it , , .4 • a,,. j ,._ ,.1 '. . . ,. . . . 3 .__ __ Author Checker .1:4-7-..-1-., i i -4,,ii,----- I-61--1H --11 --i ---w --li L,L;.1;z: i.:„.!v,......iLf=,-,..J,..,,.c-i. , .• , ..: ( .- Al . ::t.1: .. 1.-' ,....„..„.1 AX-8.21 ail ........,..,... ...,. . _...T;-2-11‘ -,1;•.. 1 ._..-Fir,i!,=•I I-.lii.17. -*:,i!z-:; ,i!.7:1,1i,:7- !:,-,IRy,iii,.. - - • '•••••' -- i • . ---1;gi.34162„, 1 ' 1.---Tillirprriu F- DRAWN BY CHECK BY Fl , .t._ - --- 1 1 • b CI- NOTE:VERIFY :::,;:i.m..„,..t.iFT't 41.-5.'':'..r1 .:4.rffi.itim-,r4..r.,_Frl'..-1-7•71...;if,,..,77 ,i_... .-..:-I..._5,-E ....•Irr ...II, 4gfii44:h.-1Wg:--A41;4444i:440146:P Fam,,,, .,,,mve-g.,,, . 1 i f---1!--- - l'--../111 -A •I1, 4; c) ELEVATOR PIT AND PERMIT SET •.rt,:i . ' -' - ' .. . : 1` I.::' - :7*.•.,71:.-11 r• I r El ! 7 olp--:.:1;a:1-,--47:. n__i 1 MANUFACTURER. j STAIR 1 AX-8.21 4V:11:M. Mt, ..,,. ' -1-.•".j , ---/ ---1, -- , , T _.TT - - ..:.:.- ,-, •. :...„L$4 ",.. • 1. , . i'..: •• DATE AX-8.1- rl I • 1.1.F7-4-4.1 i r 4' '. 1. • •. . : I E1,--; _. - iypi v11,4- _ _ _ _ . 17052 WATERPROOFING -4•441:-1 *MO 1 '7.11'91 P; 1•Fi' iligli010111 ItilM,Z. PROJECT NUMBER -'''' -.W.-,1"----111r 1 i- II9p•=iii:•,=.,1040,-.:1!:.-.-...i[, 1,--15 r•-11'mi gArigfAterirMilk• ,1'71,•,.. 1;___TarLfiff4Fiiiip7C,411.-1110,111* 2'x2'x2' SUMP PUMP PIT W41111ffilkilita74:011t.aliffIVIIRADVF BEYOND Ax... 5 MECHANICAL SHAFT SECTION 2 4 MECHANICAL SHAFT SECTION 1 3 ELEVATOR AT TYPICAL LEVEL i ELEVATOR CROSS SECTION @ 2018 OTAK,INC. -5.0 SCALE: 1/4"= 1'-0" i _5,0 SCALE: 1/4"= 1'-0" A -5.0 SCALE: 1/4"= 1'-0" , -5.0 SCALE: 1/4"= 11-0" If this drawing is not 24"x 36',it has been reduced/enlarged. Scale accordingly. FILLER 30" •L. \ / GENERAL NOTES - UNITS ' - _ _ , .r otak , \ . f A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 1. , . ROUGH OPENING UNLESS OTHERWISE NOTED. ..iiiiimporie„..11,44 ih, •. �' '. \ \OPEN B. LEGEND GSEE ECOVER SHEECTURAL RTVIATIONS&SYMBOLS . BEYOND Oak Ar tS, Inc. . p p �� A v C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Ave -e, Suite 300 J! I� • U / SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia OR 97204 • '� SHEETS, main X3.287.6825 / \ v, 'w.otak.com .77 d - / CI o o N. D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE cd I o o 0 �/ >� p / n H o \ AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. O p I I I E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL �� 11'4('`• - 00 0o o INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 372(} ,�' r 0 top -� FLOORS. BRIAN R.FL Eta R /moi N us / \ ,\\ 4 DW - F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND r. /? M 0 _ OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE . . 041/4,- FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS VL + �- (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON I I WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 4 A OR. 'k jr 1 18" G. ELECTRICALE PANELSHED TO BE AT WITHIN R 3/29/2018 31 114" 30" 30" 12" 24" 24" 30" VERIFY WI MFR VERIFY W/MFR ERIFY W/MFF C LOCATED I HIN EACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 4A 4B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION INTERIOR ELEVATION KITCHEN REGARDING OUTLET BOX PLACEMENT AND DETAILS , ll L 111AX-8.11 & 121AX-8.11 FOR PLUMBING PENETRATIONS ri -! 3 -1: SCALE: 1/2"= 1'-0" FOR ONE HOUR RATED WALLS. ! El 1 I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PRO PE RTI ES 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 I 02 (.132 �1 01 DRYER REQUIREMENTS. CONSULTANT \ 02 � N 02 ) K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. '`+r -----'------961 12 \ ` 1 \ L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES \ AT ALL FLOORS. \ M. ALL FAUCETS TO HAVE LEVER HANDLES. I 11 / / \, N. WATER HEATERS TO BE STRAPPED TO BLOCKING-TYP --� 0 1 g I , \ WALL SEE 6IAX-8.13 I 05 I ! 72.....---..1%.****--.......---**"....."---1 \ o .. . , , , , „, ,,==. o / • =i _ =, r' Irl \ 0 /" C INTERIOR ELEVATION KEYNOTES co \\..._ J . / 1. SHOWER CURTAIN ROD 22II 2. TUB/SHOWER ENCLOSURE 60" 35 112" SHOWER CONTROLS 1638" •� 15" 30" 15" ^ 34I. it. 3. BLOCKING IN WALL FOR FUTURE GRAB BARS ./' • ,i, VERIFY W/MFR ' VERIFY W/MFR VERIFY W/MFR REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 3C 3D 1/AX-8.11Cn 4. LIGHT FIXTURE CENTERED OVER MIRROR �� INTERIORELEVATIONS BATHROOM 5. TOILET PAPER DISPENSER @ 18"-24"AFF iw.■ ell SCALE: 1/2"= 1'-0" W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING qMy 23'-5" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING EQ EQ 10'-0" 12'-83/4" 10'-81/4" limmm �' if EXTENDED DECK •' �� EXTENDED DECK 8, REMOVABLE CABINET, CONTINUE FLOORING ABOVE WHERE IT r `- i� WHERE IT OCCURS UNDER CABINET. SEE 21AX-8.11 IX ak I t OCCURS 1 `. I GUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUED ❑ -8.0 I i� I IT OCCURS BEHIND APPLIANCE IOVERBUILD SLOPE I EL CL „� ' ,, 10. RANGE EXHAUST HOOD La- • SLOPE 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" X. _' - ' • g j iv MAX AFI=.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N_ • • . _ . _ c2) -8.0 DECK OTHER UNITSa. n Z a DECK AT SILL O I 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = N W i • i _ LEVELS 2-4 u) '� MAXIMUM AFF. OFCI � Cr) • r_ r�� _Ili t�- W 03 Z 1 +� 13. WASHER!DRYER (/1 ■w�rfr. 14. PAPER TOWEL DISPENSER U 47, O --•+ LIVING ROOM CL �� EQ `'' 15. SOAP DISPENSER W N. ❑ ,r T_ - • • • - _• - ' ' - •• : 16. SEAT COVER DISPENSER = O° < Z • • - • - alk24Iii CD a • , ` ' , r _ • _ . • .. , :_ BEDROOM 17. TOILET PAPER DISPENSER N- - W •,LIVING ROOM' • ' -, - - _ - - 2, 011 L. 6' 0" -8.1 .. • • O p TITLE ' - , ' ' ' •. . ' . '_ : '-, -` 266 268 BELOW Ir'' - • • • :' - • BEDROOM . _ d - UNIT LEGEND # DATE DESCRIPTION _,. ► -11 "'�- , - . . ' , " ' C , ,' ' _ 3 0" • IooI 4.y cq 1 BR N _ _ DWj CL2 • O SMOKE DETECTOR- - LU - J 4 I . i y ` - SURFACE): MOUNTED LIGHT ........ . Lo FIXTURE CLOSET „ � WIRE SHELF r - , I..;._... ......:...........�._.._J I AX 5111 KITCHEN //' • - KITCHEN. -.• - - - ° - , � ._. , _ - � � ; i. - _. .__ _-- FOF ,r / 61 � WALL-MOUNTED LIGHT FIXTURE 0 -, ,- - H , - - . .- _ _ -J _ _ o WW/D REF MI °Q r,- r. •*r..,' - -"1 -� r - - - -,L,- ' _ - LU 0 ig j \ REVISIONS -- f rr-=,-.�^-t 1 EQ EQ �. --- -1 ----N_ _ _11 ^ DASHED sloe MOISTURE GYP BOARD (� •- ,�-- 24 26B- MR GYP ON I r -'I 7 'A I 1 V �IL, - - L - _ • 111111 IIIA I ,` I IIA L._ 3A r - ! I �� L _ • BATH • = -- - �; ENTRY ---�- -- CLOSET ;I . •- I 6 C ri 3B Author Checker iv 1 \ 3 AX-5.11 I ELECTRICAL PANEL SEE 14/AX-8.11 - BATH ; - COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY ' LO W -Z 3C F EXHAUST PERMIT SET w _ ENTRY, _ -� . . I �' I ' STATUS ; . '. • • _ I I I EXHAUST-WALL VENT 03.29.2018 _ 1 I DATE EQ L EQ CENTER ' 1 17052 OVER I MOISTURE RESISTANT PROJECT NUMBER VANITY GYPSUM J ._; 5'-2314" ++ 3'-81/2" 5'-51/2" •+ 9'-01/4" q L\)(_5 , 41, UNIT 1 BED - TYPE B - RCPUNIT 1 BED - TYPE B O2018OTAK,INC. If this drawing is not 24"x 36",it has been SCALE: 1/4"= 11-0" 111110 SCALE: 1/4"= 11-0" reduced/enlarged. Scale accordingly. 1 1/4" 30" FILLER. / GENERAL NOTES - UNITS otak ,,,.... ..1. A. ALL DIMENSIONS ARE TO FACE OF STUD AND Kms - __ : ` .... .... _., ,. ,' `� \ 10 �� \ / ROUGH OPENING UNLESS OTHERWISE NOTED. DGE OF '"r 1--�-L ........0002- 16, B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ,' `• LEGEND SEE COVER SHEET. Otak A CIS, Inc. :\ // /. ,\ /- OPEN „\ �f_ _.,_.7!_ - ----T BEYOND / \ / C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A• -nue, Suite 300 \\\fi 0,.`/ ��/ \,I [1SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po :nd, OR 97204 ..� , - \ CD SHEETS. ma • 503.287.6825 / \ www.otak.com d D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE ~ ~ '''"--c> 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. xi iv Ico o CZ O C1 o 3:2.1 `, E. SEE 11AX-8.12 & 21AX-8.12 FOR NON-RATED WALL r � r` i m I i o Q INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR ,�'�- -�\ �\ O O /1' /�,1-.�\\\ 09 FLOORS. :RIAI�R.FL ENEfiCI d fes' DW \\_ F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE �� ° �. '� '� `'' ` - _ \�` // FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS \\ ��\ ,�' (TELEPHONEJTELEVISION OUTLETS RECEPTACLES ON - - - - - WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" Of Q -144---- -- *► .iN" . 1, ABOVE FINISHED FLOOR. 31 1/4" 30" 30" L 12" 24" 24" 30" 18" 1, G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH 3129!2018 REMOVABLE VERIFY W/MFR 'VERIFY W/MFI REMOVABLE 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 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS gym.. 1. r' Z�•--L'� 1-. INTERIOR ELEVATIONS KITCHEN FOR ONE HOUR RATED WALLS. GOSCALE: 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 � BLOCKING DRYER REQ�IREMENTS.CATIONS ND TYPE A UNIT WASHER/ 04 CONSULTANT '1.-Q. K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. A L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. BOOP KING / 11 N. WATER HEATERS TO BE STRAPPED TO 08 WALL SEE 6/AX-8.13 E i I e i r` 4n _....../ b. - - - � is) _,I. r L--I 1 n,n 09 L J L 1 1 f .,, 05 L J '' 0 fi ''' = I j g 09 c INTERIOR ELEVATION KEYNOTES •....__ J \... , .. . - ' 1 1. SHOWER CURTAIN ROD L28" 16" 2. TUB/SHOWER ENCLOSURE 60" 35" 36" 44" VRFY W/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 CO 3A *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B *SEE 20/AX-8.13 & 8/AX-8.13 FOR SINK DETAILS 4. LIGHT FIXTURE CENTERED OVER MIRROR 1 5. TOILET PAPER DISPENSER cLD 18"-24"AFF INTERIOR ELEVATIONS BATHROOM W SCALE: 112"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING EQ EQ , 10'-0" imm r *r -f 123'-5" 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ a UNDER CABINET. SEE 21AX-8.11 �i Alk 1 12'-8314" r 10'-8114" GUARDRAIL 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q 0 -8.0 OVERBUILD SLOPE � Ci _ BEHIND APPLIANCE a LJ L °-f SLOPE -- 10. RANGE EXHAUST HOOD • • 4 © 1 I� 1 i ' f 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" Y • • MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL i s, _ -$.0 -8.1 i i ` OTHER UNITS Z o .,' , AT SILL -__.....-_._. '\ ° DECK Q D co `. DECK ---_ o). 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" I N i� . ' MAXIMUM AFF. OFCI UAKI� h- Yt • . 13.WASHER/DRYER • • . ._ . . , -', •• , LL 14. PAPER TOWEL DISPENSER ,I i _ . ~• ; , 15. SOAP DISPENSER � ' a r CN1 LIVING ROOM 26B1-- BEDROOM 16. SEAT COVER DISPENSER Z N a Z 'LIVING ROOM �- ' _ ._ , _ .- - ' ' _ . • ' . .. , • , - • co 17. TOILET PAPER DISPENSER I ' - - I • - - - • - 7112 � , 2 8 .� '8 -0114 i- _ BEDROOM :. IL r TITLE T (� UNIT LEGEND # DATE DESCRIPTION AX-8 12 • • DINING gh Q3Arir CL3T SMOKE DETECTOR I _ . =' • -- "•DINING•. - : - • , Ect 'EQ f _ . -; • : __••• 2 - 0 6 -o �� ' ---- �' `` p iCII )2CEILING SURFACE MOUNTED LIGHT WIRE SHELF �;, FIXTURE t 26BBELOW r Icc �� :. ;�, _• "' j i D - 466 ® o WALL-MOUNTED LIGHT FIXTURE � ` _ ui• . ---- p -__--_... Nk IilijI MR GYP ON; ..,. .� --- _- [ `> DAs SIDE REVISIONS aw _, ,_ , ,_ _ , -_ .•, .; . - ,� -� - ' -, . , , � CENTER �' �-� - - - ---- � -- ,� MOISTURE GYP BOARD KITCHEN --- " I -7 DASHED . _ , 6 . . � 4 ENTRY • ��; - ' w '11" VANITY •... �� T01/ER � � � E � r • 'i: '�- KITCHEN ; 'i1 21 o i NTR 1 .� ,-� ELECTRICALAuthor Checker % • �• ..,.. µBATH`S .- E Ax-5.1 E Y �� i i i v. i'FOE __ ' t -•,•�- o i I PANEL SEE 14/AX-8.11 a° COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY i • .,.- ±_=_ ` o0 3 3B" ~0 PERMIT SET F.-- a In i AX-5.1• Pi EXHAUST 1 REF STATUS 1=. 0 Q 7 '.�..._._.__.. - --�.-. -.. .. - - -i I (7 I EXHAUST-WALL VENT AUS • I - / I 03.29.2018 '�--- Y. U i ' ,' r DATE , Ne i '� EQ EQ f EQ EQ EQ L Ea , i ... 17052 ..- MOISTURE RESISTANT PROJECT NUMBER I i I GYPSUM 8'- 11114" 5'-5112" 9'-01/4" 1 2 I )(-5 . UNIT 1 BED - TYPE A - RCP UNIT 1 BED - TYPE A ©20180TAK,INC. if this drawing is not 24"x 36",it has been A , SCALE: 1/4"= 1-0" a , SCALE: 114"= 1'-0" reduced/enlarged. Scale accordingly. 01 GENERAL NOTES - UNITS ( 01 )- a4 02 02 �� J• A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED_ '� B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS .,...iiiiiii.e._digil ih, 12 LEGEND SEE COVER SHEET. Otak A c CE+ S, Inc. p5 / C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue, Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Pa =rid, OR 97204 1 SHEETS. m; i 503.287.6825 1 1 www.otak.com ION BLOCKING-TYP I I O D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE • / U AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SHOWER 1_1I n�I /l h 1 E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL .' - CONTROLS 1 1 1 1 o I_ J INTERSECTION DETAILS AT 1 -HR WALLS AND 1-HR ' . 3721 I o -____,, I FLOORS. r :MAN R.F.I:EI:R4 - e L �-J l O\`. o F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND 1 • •-: OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE • �,� o -� ` n FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS �� « � R (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON \.` ''' _ J WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF a ABOVE FINISHED FLOOR. 314- •II ,• 3/29/2018 21" 1. 21" Li• I G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 35" 41" 30" 12" 60" CONTROL AT GROUND FLOOR UNITS. VERIFY W/MFR ` VERIFY W/MFR ` 4A 4B H. SEE DETAILS 91AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS INTERIOR ELEVATIONS BATHROOM 11/Ax-8.11 & 121AX-8.11 FOR PLUMBING PENETRATIONS _ �� -�-� � FOR ONE HOUR RATED WALLS. 0SCALE: 1/2"= 1'-D" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 1 114" 30" J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER FILLER' .4' BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT / K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. / . r 4. L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES �.' `�\ tom, `I,,- �--� 10 / - / AT ALL FLOORS. _ �I 1-- -L '� `� �� /' \� M. ALL FAUCETS TO HAVE LEVER HANDLES. .. ,/ �' -. �' OPEN t_ --71- �----T - -BEYONDIBM N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 A 11 ) U O / \ O O 7 �- J co n 1 `= • O 0 0 o ! 1 r-, m 1 N / [`.\ O ►iii O �� \ �' �\`. \�`. i' n INTERIOR ELEVATION KEYNOTES - DW `- - L- 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE Jr 31 114" L 30" 30" L 12" L Jr 24" L 24" izt, 30" jr 18" 3. BLOCKING IN WALL FOR FUTURE GRAB BARS VERIFY W/MFR VERIFY WI MFR 'VERIFY WI MF REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 1/AX-8.11 CO 4. LIGHT FIXTURE CENTERED OVER MIRROR limma ill, KITCHEN VIEW 1 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING W 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 20'-5 112" /-. 33'- 10 1/2" 8. REMOVABLE CABINET, CONTINUE FLOORING IX M' 12'-8314" ,, 10'-5112" 10'-8114" UNDER CABINET, SEE 2/AX-8.11 IX 1 �' .� GUARDRAIL WHEREI< • -8.0 I, // OVERBUILD SLOPE 7 :7IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 1 BEHIND APPLIANCE a ce • L • ., ,. ..... ..,, �� ,,,,,.,._ 1 10. RANGE EXHAUST HOOD < Ili PE _ 0 11 COUNTER SL . SINK RIM AND WORK SURFACE TO BE 34" 9 DECK M `= MAX AFF,AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO N -8.0 DECK OTHER UNITS Z AT SILL o_ ° ■� ❑ Cr) • LEVELS 2 J / 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 4fl" = N i` , , EQ ' sQ= J MAXIMUM AFF. OFCI !` `', J L r- , ,��y E ...._ '! W Z ' 13. WASHER/DRYER Q u. O ' 14. PAPER TOWEL DISPENSER 24 15, SOAP DISPENSER ~ ❑ I- ,I _I W 24� � : _ ` . 16, SEAT COVER DISPENSER ON- 0 Z • ' LIVING ROOM •. - : - ' - o 0 17, TOILET PAPER DISPENSER F.:LIVING ROOM TBEDROOM 1 BEDROOM 2 :. r .- TITLE a-li - - -.ir- --=-r -` • '. • • • BEDROOM 1 • -:_,= BEDROOM 2 ' • mQi # DATE DESCRIPTION ' u.i ut 6'-D1/4' UNIT LEGEND . = �. , •' w 6 SMOKE DETECTOR - 2!-0,. 6! 0!, ,� CL36r m O 4,1_ r' ' r , , f_ �0 *- N `CL1 CEILING SURFACE MOUNTED LIGHT - . : CLOSEI` w 26B 26B14 1 ----LT\ I' _ �-\ FIXTURE BELOW WIRE SHELF iii -441' ti - ' :. _`,_ , , _ : : - " , _ ' .EQ - _ . -- ' _ • - - ------.� I WALL-MOUNTED LIGHT FIXTURE E4' � _ 1� 1 4 0 I j3 ► CLOSET I ----- DW I i AX-8.12 n r - J MR GYP ON __ 1' BA WIRE SHELF • REVISIONS w KITCHEN ' -' - ' ENTRY' ' = ' , _ • -• , , , : • .. 3B� ' z6 ,..... MR SIDE MOISTURE GYP BOARD - . . . _ � • . . • ,_ - - - ..• �. - • , N � _ - ENTRY II 1 1 _ i . ♦ '�- - �'- . - • ' •c�+ ,-' , . . • ' . • - . ur; - , ��' - • w � AX 5.13«` � KIT HEN ; � I �• � --- ,B a� . r i ,- I "' I i ELECTRICAL PANEL SEE 14/AX-8,11 Author Checker , •_• I °�' 1 I i I i Ck4 m I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN 8Y CHECK BY ' � E r r - _ -.., ---_ _ _ ___ce i co I � �4 Q 1 I , Q I W I. _ _ a -- I W D a o ET • M EXHAUST '. . . • . - . ---=---�r - _ - � ^�-�- REF ` � 24 1 I PERMIT S r-----�- W - 0 STATUS - '11-1,1:. •-' -.. , , - i I I EXHAUST-WALL VENT , , i : ; . �.! r F a I �r 03.29.2018 ,` r• 1 r 1 U 1. CENTER d r DATE 1 OVER ' 17052 VANITY I 1 i • r MOISTURE RESISTANT PROJECT NUMBER , GYPSUM EQ , EQ EQ EQ , 3'-0" EQ EQ L .._.__...__...__ • • .�8'- 11 1/4" 5'-51/2" 8'-91/2" 10 -81/4 c Mom 5 1 3 ■ 4) UNIT 2 BED - I - TYPE B - RCP UNIT 2 BED - I -- 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. ILLER 30" GENERAL NOTES - UNITS FILLERS .I 1 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. ....siiiiiel bk. �► / .1 / \ /`i \\` 1 D B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS _ 0 _ ' ___- -- 00 _ /�__-_L\ \ \ �- !�- - `\ � _ __ \\ LEGEND SEE COVER SHEET. Otak Ar ite LS� Inc. �-- OPEN �\ ,= ��" �� C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 ird Aven e, Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia . OR 97204 --- / - BEYOND - -,/- --T- 08 SHEETS. main X13.287.6825 va-rw.atak.cam SID .. . /4 09 ) •` D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE O / \ 411/ O AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. kr / p E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL ' ao . I n 08 aci � ,/ INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 720 o I o ti ��` 0 _ -o o �_-- . FLOORS. BRIAN R.FEEENER' 09 - Cr F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND . Il• . ,► s ' u .'� �`. .' �`. �` OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE P��A }�� ' ` FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON OF r �' \ WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" ,�. V ,'� N. �' / - - ABOVE FINISHED FLOOR. . / �N .' ff 3/2912018 �� _ „ „ . , .11 •� • _ G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP _iir RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 24" . 24" 30" 1, 18" 30" 1 Jr'30" 30" i; CONTROL AT GROUND FLOOR UNITS. VERIFY WI MF REMOVABLE VERIFY WI 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 46 REGARDING OUTLET BOX PLACEMENT AND DETAILS �` 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS 1 l t l L lr 171..,:ti,_ FOR ONE HOUR RATED WALLS. INTERIOR ELEVATIONS KITCHEN I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES VSCALE: 1/2" = 1'-0" FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 01 BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 01 04 DRYER REQUIREMENTS. CONSULTANT 02D2 i / � 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 111311 08 BLOCKING -TYP _ / 09 ) -0061 05 L J L - J A7 =:j - 1 M ' `i © c INTERIOR ELEVATION KEYNOTES m 2:1:( . , L j I....... c '1_ 1. SHOWER CURTAIN ROD 18" 34" L -. 60" 36" j, 15" j, 2. TUB/SHOWER ENCLOSURE VERIFY W/MFR VERIFY W/MFR REMOVABLE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B *SEE 20/AX-8.13 & 8/AX-8.13 O.H. FOR SINK DETAILS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO INTERIOR ELEVATIONS BATHROOM 4. LIGHT FIXTURE CENTERED OVER MIRROR e A ID SCALE: 1/2"= 1'-0" 5. TOILET PAPER DISPENSER @ 18"-24"AFF 11 LLI 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 33'- 10 1/2" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING �y EQ EQ �,�, 20'-5 1/2" -4.; 12'-8 314" 10'-5 112" �, 10'-8 114" 8. REMOVABLE CABINET, CONTINUE FLOORING UNDER CABINET. SEE 2/AX-8.11 GUARDRAIL I -8.0 OVERBUILD SLOPE 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q ❑ I \ 1 Aft .7,- BEHIND APPLIANCE a 1 SLOPE - �. Al, I �, „_,.._ a -� -- • ► 10. RANGE EXHAUST HOOD W } t T ; I 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" N •' ' _, DECK 1 -=-� DECK r-`� MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL b l • -8.1 a 1 OTHER UNITS Z } _ , ', . ( AT SILL _ t': I T 40" CI = M m v 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED = N s.• 3 i _ MAXIMUM AFF. OFCI LU CD Z , • :, • - - --'-- _ - �'. �.._.._.......... 13. WASHER/DRYER rt Lim 8 14. PAPER TOWEL DISPENSER O , LIVING ROOM a` , LIVING ROOM 2s6 24H 15. SOAP DISPENSER n' W . c - ' - . . - .- _. • , , , - ' • s ` . • . I . . • `�. 16. SEAT COVER DISPENSER N- ((9 Z 111 BEDROOM 1 BEDROOM 2 17, TOILET PAPER DISPENSERco I- . , • • ,)2 . ,, ., , ,,, N , ._ BEDROOM 1 ," 4'-6" N TITLE -r • • J. b. - .. - .BEDROOM 2 _ _ UNIT LEGEND # DATE DESCRIPTION ' ° ' . w DINING 6' 03/4" r.. ' . ,� ;, CL3 � m _ i 3 N O SMOKE DETECTOR Q , ' -8.1 _ �. - 2'-0„ 6 _0„ '\ 26A CL3 _ _ ; • � , ;- , ` . CEILING SURFACE MOUNTED LIGHT ' , . ; _ _ p i p 6 BELOW u. i,� WIRE SHELF FIXTURE EQ, •,, ED �r _.. -- WIRE SHE ' _ • - �r �1 I WALL-MOUNTED LIGHT FIXTURE 0 0 ,EQ �._. DW I I 6 - -- . „ Li ----- I AX-8.12 1 I i ,• I i - EQ ,;_' EQ - _ , F •' EQ EQ w --- -_ - I I \I I MR GYP ON REVISIONS �' ` I I I 1 J DASHED SIDE i `` - __- r -- - 5.1 3A 1 I MOISTURE GYP BOARD I ; I i i fU(_ T-` . I; I I � - -�- - ENTRY. .h• :BATH KITCHEN ,�,X-5:14 ;i ENTRY : m . m BATH '�fl, 3B Author Checker 111 II I 11 I -, Co I I ELECTRICAL PANEL SEE 14/AX-8.11 ' • ` T' ,' _ i IF rw/ �CL4��•t _ -: COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY IIi I L. pi KITCH• _ •- _ - � .. _ - w Lel W D _ - V EXHAUST PERMIT 5ET REF 0 o '- i r ,, - - 0 266 I EXHAUST STATUS - ' _ WALL VENT I. 33 U• , r J I 03.29.201$ I DATE CENTER b N OVERr cn MOISTURE RESISTANT 17052 VANITY PROJECT NUMBER in GYPSUM -, 8'-11 1/4" , 5'-5 1/2" 8'-9 1/2" 10'-8 1/4" .0- q AX•t5 14 ■ 6 UNIT 2 BED - TYPE A - RCP UNIT 2 BED - TYPE A ©2018OTAK,INC. If this drawing is not 24"x 36",it has been * -5.1 . SCALE: 1/4"= 1'-0" • SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. - GENERAL NOTES - UNITS 01 ( 01 )--• 04 02 ( 02 }--• I _ 10 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ` _ ROUGH OPENING UNLESS OTHERWISE NOTED. _..........,...4 IL.. . ,.._, 12 ) \ ' B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS }} �� ,��' _ T� \.. 1 L, f 0 -0 __r --�L`_ -\`.-` LEGEND SEE COVER SHEET. Otak it: S, Inc. �,� ,' ` -A / C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third Ave ue, Suite 300 // SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Port! d, OR 97204 ( 05 �, i `�1 �,i'� \\\11 �,i'/ o 11 SHEETS. main .03.287.6825 � � � .c .atak.corn 3 D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE _ AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. i l I _ co" 0 I '-•;:r R ` -- m n n .� �� E. SEE 11AX-8.12 & 21AX-8.12 FOR NON-RATED WALL inap • r,-r, SHOWER I I i o �r I o oT o I t I ,, o INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 721 I- 1 CONTROLS -� ' I , - FLOORS. 4 vel ---_________0 I e ,1"'1. e _ /�,.�\ \ BRIAN R.FL ENER ci - O F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS, AND O OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE l I o DW - FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS ��r-�� ,OR �� / `g' `r' (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON „ i \, , .`,\ ,./� ,�'� WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" L J - - - - ABOVE FINISHED FLOOR. OF 0 I` - 1 II, 'C--- ----- , ,,,,,.. . . I �. 3/29/2018 21" 21" j, 30" 24" 30" i. 30" 24" 1, 21" L G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP JL- 60" t135" 41" :ir 30" 12" VERIFY WI MFR VERIFY W/MFR ERIFY WI MFa' '` RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. VERIFY WI MFR '' VERIFY W/MFR ''' H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION REGARDING OUTLET BOX PLACEMENT AND DETAILS -..,. 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS -4-1 •• ! ,,-- _,-- 3A 3B 4A FOR ONE HOUR RATED WALLS. I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 0 SCALE: 1/2"= 1-0" • SCALE: 1/2"= 1-0" J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT K. SEE 3IAX-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 n 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 UJI 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 32 6'-0" 10'-0" � '- 103/4" _ 8. REMOVABLE CABINET, CONTINUE FLOORING 'i/ . 6' • � 22'-2 1/2" 10'-8 1/4" L UNDER CABINET. SEE 2/AX-8.11 ffV� la GUARDRAIL WHERE1114( 5'-0" 1'-8"L IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 Ii ` -8.0 OVERBUILD SLOPE BEHIND APPLIANCE a W 1=7r -..._ -... .. , i � r i , 10. RANGE EXHAUST HOOD1114:1C I-1-1 SLOPE �- 1 SINK RIM AND WORK SURFACE COUNTER TO BE 34" �/� N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL C/♦ Z DECK • Q:0 �� DECK OTHER UNITS co AT SILL / O12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = CSI CO i .. = LEVEL 2-4 / MAXIMUM AFF. OFCI imiJ h • . DINING LIVING ROOM 13. WASHER 1 DRYER •••• Ct 4 14. PAPER TOWEL DISPENSER 0 BE -- I24H ~ ❑ ' ' 'DINING. - ' ' • - . - .LIVING ROOM ' •• ' '• ' • ' ' ' ` a N 15. SOAP DISPENSER W LL �- ' , EQ= fa w i� ti ;` ,, 16. SEAT COVER DISPENSER '�'� N- 0 Z , 3 -3112 , _ • �.( ' - BEDROOM 2 r 17. TOILET PAPER DISPENSER l N- I- -- •r- - • AX-5.1'51 Yi �n TITLE , _ KITCHEN KITCHEN _ " ' _ f="f:-��,-��, .- 4 `-- , -- # DATE DESCRIPTION `� 'IQ UNIT LEGEND w i , # i W r 6' 0114" x - _ 3 aFQF J • N ; ' -----;_ t _ ____ ' -_-'c o� Yi O SMOKE DETECTOR - L J ' ---- I BW--Till -�-� REF AJ D [ r , EQ_ y EQ Q i CE MOUNTED LIGHT CEILING StJRFA a -� m • FIXTURE 11.1 I ss / 26B 13R 6 - °' ! I WALL-MOUNTED LIGHT FIXTURE O • • --�- /`-" a MOISTURE RESISTANT / CLOSET �u _ ' W GYPSUM r• Q _ BEDROOM 1. ; , • _ - CLOSETKv ku ENTRY 26 DAs GYP REVISIONS • 7v WIRE SHELF MOISTURE GYP BOARD g w U- A - - = • • : �` ' �:� _ Y_ __ BEDROOM 'I ifs f :iili` _ i d o I J W _ AX-5.1 3A BATH• w = -z Author Checker - _ •. = to - 24 I N I I ELECTRICAL PANEL SEE 14/AX-8.11 ENTRY_° _' cn J COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY a in Lli BATH 36 ' III i ioEXHAUSTPERMIT SET :-' a --�-- 3 V a u� -� ■ I o STATUS - 0 I .. 7 I EXHAUST WALL VENT 03.29.2018 _ .. , • 1 • li I DATE ..i, - . 1 . -p LI .. .. CENTER 17052 MOISTURE RESISTANT OVER T VANITY i GYPSUM PROJECT NUMBER � � � L. EQ EQ ,,•_. EQ EQ .,- 10'- 10" ,2'-6 1/4" . - 5'-4 3/4" 3'-5 1/2" 10'-8 1/4" ,i'- • q 4,4x.5 1 5 ■ UNIT 2 BED - II - TYPE B - RCP UNIT 2 BED - II - TYPE B o201$OTAK,INC. ilkIf this drawing is not 24"x 36",it has been SCALE: 1/4"= 1'-0" i SCALE: 1/4"= 1-0" reduced/enlarged. Scale accordingly. GENERAL NOTES - UNITS otak • A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF r/. ROUGH OPENING UNLESS OTHERWISE NOTED. • B. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOLS 6?„. } C 01 ( 01 04 LEGEND SEE COVER SHEET. Oak A i Cts, Inc. 10 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW bird Av= ue, Suite 300 ( 02 02 ® '_� SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Porti. d, OR 97204 � ,� �� _ / \ \� SHEETS. main .03.287.6825 08A. ) _ / _ 0 u �\ - 1 - \� - -\` .otak.com 09 �` D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE ` ` ' 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 05 I I / �.`1 (�''� �. 1 �''� N V I 09 E. SEE 11AX-8.12 & 21AX-8.12 FOR NDN-RATED WALL �'� IA 08 \ '',// /-( INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 720 I I FLOORS. 05 ' ' 09 ° BRIAN R.Fl NFA BLOCKING-TYP O F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND = `~ oo I OTHER CONTROLS SHALL BE 48 HIGH MAXIMUM ABOVE %MILANO,OR - - r' SHOWER -`- 0° !l i l f111. /7 °D FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS CONTROLS - - - - - _ �� q7 - oo (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON r ' /O WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" a J �' ��\ a i t f ABOVE FINISHED FLOOR. 312912018 p I 2 G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP I ' --- - RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST M �.` �/ DW ��,, CONTROL AT GROUND FLOOR UNITS. L J "7 L - - - - H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION 1► •� _ I =. _.,.___ .. REGARDING OUTLET BOX PLACEMENT AND DETAILS -,, 11/AX-8.11Jr & 12IAX-8.11 FOR PLUMBING PENETRATIONS . JL.Jr 1. I. 30" 30" 30" 30"MIN I 24" 15" L FOR ONE HOUR RATED WALLS. r� 60 35" 30 MIN 12" 1 - 11 112" 1 -4 1, 1Jt VERIFY W/MFR 9REMOVABLE 18" MINc. VERIFY W/MFR REMOVABLE VERIFY W/MFR REMOVABLE 'VERIFY WI MF I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DING PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS *SEE 20/AX-8.13 & 8/AX-8.13 O.H. FOR SINK DETAILS *SEE 16/AX-8.13 FOR SINK CABINET DETAILS J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER 1 3A 3B 4A DRYER REQUIREMENTS. CONSULTANT K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. it, INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. ; SCALE: 1/2"= 1'-0" • .;-• SCALE: 1/2"= 1'-0" M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 (-) INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 4. LIGHT FIXTURE CENTERED OVER MIRROR Film 5. TOILET PAPER DISPENSER @ 18"-24"AFF LLJ 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING �y 1'-8"I '1 �� 0" ► 9'-9" I. ,, 32'- 10 3/4" ,, 5'-0" B - 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING illikkI, 22'-2 1/2" .r 10'-8114" �■�■ -8 0 I GUARDRAIL 8. REMOVABLE CABINET, CONTINUE FLOORING Ct OVERBUILD SLOPE N l UNDER CABINET. SEE 2/AX-8,11 l SLOPE -- 1--,4-7-7-. .. . L; � �....... _ . -<< _. .__,.1�r �1._. _.... ..:a _ .. ...... 9. FLOOR FINISH CONTINUED ❑ 1:P-. - . . . . .----i_. j • _ __......_ BEH ND APPLIANCE D IN, ' , , ' _ •' • . . •' - - 10. RANGE EXHAUST HOOD :I . DECK a DECK a Q LLJ i r ', ' :1 W': AT SILL I OJ ra 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" - MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CI/ z . • • - - - _ .' - , •- - I OTHER UNITS Z ` ' • R I . . �� DINING LIVING II. .. - c\I ' 12 REFLECTIVE SURFACE MOUNTED 40 _, , MIRROR WITH REFLE " = CV . . . . MAXIMUM AFF, OFCI ti co ., . . -26B W 01 Z DINING , ; _ , _ LIVING , _ _ , - _• , , _.BEDROOM 2 ; 1 ILL o f BEDROOM 2 3. WASHER I DRYER w to , 3'-3 1/2" 14. PAPER TOWEL DISPENSER O - i 15. SOAP DISPENSER ' 0 i"-' _ • " , t '. _• , AX-5.16 r. `= Qr� % _ ca 16, SEAT COVER DISPENSER 1~ � Z •• , ;Iia 4� _ k ' KITCHEN '--7 / TOILETPAPER DISPENSER �"""�' E 4A • - 17. IT I- T I ; I I I I I r TITLE • _ • , _ ' . ...KITCHEN "• •- ' , - W i i i ;1FOF in , r . i i i - re N # DATE DESCRIPTION D UNIT LEGEND 'v ; ,, i F 47 REF i-.---- m CL4 _T !, - �� . . C. _0 - .• • • -• . ,„ -, ' ' - ,. _ o o ° --N II r- _ .• O SMOKE DETECTOR -T1• 1 =' . � , k ♦ BRI i CEILING SURFACE MOUNTED LIGHT a LU FIXTURE ` BEDROOM 1 • wL.-EQ- �Q' MOISTURE RESISTANT / i i WIRE SHELF _+ GYPSUM - �( ' ., i �� - - - . • • - ' - �� ._iEljr-I n� WALL-MOUNTED LIGHT FIXTURE 26BMR GYP ON - _._ I DASHEDsp REVISIONS I -- BATH' b a T' F 3A � U . • ENTRY , _ .. _'. _. ENTRY w ; 1Il. .... MOISTURE GYP BOARD ' • - BEDROOM 1 r1 ' r -BATH---3B.;= I ' I ` C3 v Vr- co Ail = #----. 1 ELECTRICAL PANEL SEE 141AX-8.11 Author Checker W \ - .... i I I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY a ,• im , � , L I, • . >1 EXHAUST PERMIT SET j V �. ► II CENITER i v i �o , I I STATUS I OVER i � � � EXHAUST-WALL VENT 03.29.2018 VANITY I I 1 DATE MOISTURE RESISTANT ., EQ EQ 4 EQ EQ R i- ' GYPSUM 17052 • ^ 10'- 10" ,2'-6 1/4'", 5'-4 3/4" 3'-5 1/2" 10'-8 1/4" PROJECT NUMBER UNIT 2 BED - II - TYPE A - RCP UNIT 2 BED - Il - TYPE A • ; SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1-0" ©2018 OTAK,INC, If this drawing is not 24"x 36"it has been reduced/enlarged. Scale accordingly, D1 0 1 04 GENERAL NOTES - UNITS 02 0 ,r A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF `( 12 ) ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS } / / LEGEND SEE COVER SHEET. Otak • ectS, Inc. BLOCKING -TYP - I C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third enue, Suite 300 05 �_ I SHEET VERTICAL AND HORIZONTAL ASSEMBLIES P land, OR 97204 ' SHEETS. min 503.287.6825 08 15 314" 15 314" 1_ ti www.otak.com .r ti 09 r - - - - IT-77:H r / i , co D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE L J SHOWER 1 I I AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. r 1 CONTROLS �J , I o ;l d L o E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL Cs - _, C I p INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR c• FLOORS. X72 I N .FLEE , M F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND L J . , I 1 OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE P(1RT ANS,OR illi FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS �� .� (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON L 19 1/2" L 21 112" WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 L ABOVE FINISHED FLOOR. 60" 35" 141" 30" 12" 3/29/2018 VERIFY W/MFR VERIFY W/MFR Jr / �` '' /I 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 COPT A PER 1004, 11 .3. 1 ) H. SEEDETAILS91AX-8.11 & 101AX-8.11 FOR INFORMATION REGARDING OUTLET BOX PLACEMENT AND DETAILS 111AX-8.11 & 121AX-8.11 FOR PLUMBING PENETRATIONS r_.---1-nu ii - - L1 �� FOR ONE HOUR RATED WALLS. 'U ► PSCALE: 112 - 1-0' I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D G PRO PE RTI S 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 �.- \ 'l► K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. y O - , �} I L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES ----�--- �- AT ALL FLOORS. • .. .' `� ,' /' M. ALL FAUCETS TO HAVE LEVER HANDLES. -�\ t- - ----r-- --r-_ N. WATER HEATERS TO BE STRAPPED TO ' \\\� ��,/ \\\ /'' .! WALL SEE 6/AX-8.13 - 11 O Inrn / � � C=2 0' 0 0 i i o0 d _ oi , 11 � . . � U o ''f M n INTERIOR ELEVATION KEYNOTES - - ,_,.. ,._-. 1, i• i• 1. SHOWER CURTAIN ROD VERIFY 30W/MFR 30" VERIFYOW/MFR 30" ERIFY4W/MFFZ' 15" 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 Cn INTERIOR ELEVATION KITCHEN 4. LIGHT FIXTURE CENTERED OVER MIRROR Imima 41, 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 i. �� EMU 4'-6" 1' 8" 6'6'-7" �� 20'-5 1/2" 22'-3 114" ,, 10'-5 112" 10'-8 1/4" 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ UNDER CABINET. SEE 2/AX-8.11Alk Ce GUARDRAIL WHERE -8.0 IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED < 0 OVERBUILD SLOPE BEHIND APPLIANCE a w lir .h 10. RANGE EXHAUST MOOD < E6 SLOPE _ 9 + 11. SINK RIM AND WORK BE 34" MAX AFF.AT L TYPE A UFNITS,AND 36'AFFACE COUNTER .AT ALL U) N DECK -8.0, w DECKcD OTHER UNITS Z _ O CV AT LEVELS / . 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = N CO 2-4MAXIMUM AFF. OFCI > ti • r 13. WASHER/DRYER ■�■■ Q DINING LIVING ROOMcc • - • - --' FQ ' EQ EQ' - I ILL 0 : ;. �'�' . , . � • - • 24 14. PAPER TOWEL DISPENSER CI 00 j' d _ 15. SOAP DISPENSER i (� F-.. DINING', -, _ •• - ', • • , ,LIVING ROOM• - tia -� ;,, w N - r N BEDROOM 2 BEDROOM 3 = o Q Z _-.: :- • . •• -• " r 16. SEAT COVER DISPENSER {' d ti 3' 3314" - CD r r .' m m 17. TOILET PAPER DISPENSER ti - .r o EQ EQ TITLE =. :. • a. - .. - , . _- , ,• - _' - . - _ -, . - ' -' .. . � w:" , • KITCHEN � - a� BEDROOM 2-' .. - • ' • - . • • • • - -- f -�� =�_-� _ -_ AX-5.17; 6'-2" 5'-9112" _ UNIT LEGEND # DATE DESCRIPTION pEEQ _ BEDROOM 3 g i i E - '�� _ 'r rE` •Q„4; , I I I I I W 2 - 10w A io . 6 a KITCHEN.' - . `�..._ - --_ [) lqi I♦ SMOKE DETECTOR ®- - REF • a • , .: , , . . , .. ,,., . , • , ., ,,.. •,. . , ,. , ,. , '- .- ,' -,. „ " , „ • [110 ,_ a r, i•Ni in r. • 'IP t ;t. I r % WIRE SHELF )2 ergCEILING SURFACE MOUNTED LIGHT - EQ ;, EQ l E( EQ _ �� --- m WIRE SHELF i - FIXTURE ..'s . . - . - - I-`• •- : ,-• ' ".• ', �` '�- _ '`" _ �•, . - _' , ' .� ; _'�• •- • -. •_ w '1r '� '► J ------� � CLOSET - • , - - MOISTURE ! 6 v zItl0:2nLiWALL-MOUNTED LIGHT FIXTURE in ` 0 -• ,- ENTRY , - .-• • • - • - - RESISTANT7 v _ - ; a GYPSUM �. ENTRY in 111 =' y,• EQ• EQ w EQ . W CLOSET w i M BR CLI MR GYP ON REVISIONS DASHED SIDE : . . - • cq - - g El i + MOISTURE GYP BOARD ` . I -.� ` ' • ', I .� - BEDROOM 1 L. �' + "'..�.... .F L. _ _ _ . ■t _ • • _. ' . w o i w AX-5 •A 2 r' Author Checker = . • _ _ _ - r BATH 'I ;BATH 2' N m -� T I ELECTRICAL PANEL SEE 141AX-8.11 Ili I W. - - '. = _ _ • )CE -L.- -.. 1-.--,‘, - v I BATH 1 EllBATH 2 4g COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY , f I T 4 W . -• _ I ` .. _ - . ; _ p -OPT A ..,; OPT-/k •- ._._._J co PERMIT SET EXHAUST - . • - - • • _ . - •. ` - • • - • ., • . . . • • I■ I ° 0 STATUS r• _ . , • W • - - LU 0 d J \ I o EXHAUST-WALL VENT --� ® I i I Q. ! 1 7 I TI'C . _ 4 • - C" �, _ a 1• I 03.29.2018 ' ,1 ► - .. CENTER CENTER I DATE I I OVER , EQ , EQ OVER ,p EQ ,F► EQ .1 ! 17052 I VAFJITY • VAIjIITY 1 MOISTURE RESISTANT PROJECT NUMBER EQ 1, GYPSUM EQ • I EQ EQ EQ EQ ,! / .r' .` 10'- 10" .r2'-61/4"� 5'-5112" �� 3'- 11" e10'-51/2" 10'-23/4" I 7 IAx_5 ■ UNIT 3 BED -- TYPE B - RCPUNIT 3 BED - TYPE B ©2018OTAK,INC. go If this drawing is not 24"x 36",it has been • 40 SCALE: 1/4"= 1-0" SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly, /{ 04 ) GENERAL NOTES - UNITS 01 ) 04 01 ) 01 r 04 ) 01 J 02 ) 02 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 02 02 ! / 'k► ROUGH OPENING UNLESS OTHERWISE NOTED, 'I. , 7 ....0040011001;die 1166, B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ® LEGEND SEE COVER SHEET. Otak A ch ects, Inc. gm -LL)-.... C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third • enue, Suite 300 - - /// / - -, SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po land, OR 97204 /' 11 ) 1 BLOCKING-TYP --� / , SHEETS. m in 503.287.6825 BLOCKING -TYP I � 1 VYWW.otak.cam X/ 1 1 1 D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 08 ) O 11 05 � AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. - - � r `� ! ci 09 Co 05 coci h \� r,i 1 I r - - - - L--1 E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL .3-' �I` ' L L - - -� - - SHOWER L L o L - - - - _ _ J _ _. •• I I L INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 372► 05 1111111111..."'11111 F - - , L I I 1 I SHOWER FLOORS. BRIANR.fLEE�IE i E 1lr CONTROLS �j L 1 1 08 Q u r r - L �� ``�. _ '� f j CONTROLS F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND O • ' OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE • 111 r o FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS PORTLAND,OR ' o IK (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON 11111 WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" i ABOVE FINISHED FLOOR. • br .. , 3/29/2018 60" 1, 34" 12" 30" _t 25 1 j;_ 41 1/24i 16" 6 60 12" 30 21 1/2" 4 20 1/2" 35 G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST -i'' CONTROL AT GROUND FLOOR UNITS. VERIFY W/MFR I VERIFY W/MFR REMOVABLE VERIFY W/MFR 1 REMOVABLE VERIFY W/MFR 4A 4B 5A 56 H. SEE DETAILS 91AX-8.11 & 10/AX-8.11 FOR INFORMATION -- REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS �' r-ILJ Ln - L--1 INTERIOR ELEVATIONS BATHROOM 1 (ACCESSIBLE PER 1003. 11 .2) AI INTERIOR ELEVATIONS BATHROOM 2 FOR ONE HOUR RATED WALLS- �l `-ti 4110SCALE: 112"= 1'-0" SCALE: 1/2"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. 10 L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES J �� ,/��`� .� AT ALL FLOORS. 0 „� �, .` �- _- / .\ �` M. ALL FAUCETS TO HAVE LEVER HANDLES. r `. ,' \ / ,'' N. WATER HEATERS TO BE STRAPPED TO �\ ,�- .--/ --/ - WALL SEE 6/AX-8.13 GED D 1- a91 Opg mI n n . - .I -o� O 0 1cro I op...., 09 m - -''� ��`, ,, "� .\\\,\ .� 0`, o '0 C) INTERIOR ELEVATION KEYNOTES :)........,../ --- - _ m 1. SHOWER CURTAIN ROD _ _ I ,► .� 2. TUB/SHOWER ENCLOSURE _IIVERIFYOW/MFR REMOVABLE VERIFYDW/MFR REMOVABLE ERIFY4W/MF 15 �, l' 3 " 30" 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO 3A 4. LIGHT FIXTURE CENTERED OVER MIRROR 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z INTERIOR ELEVATION KITCHEN W A SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR 48"AFF. PROVIDE BLOCKING 43' 4 114" @ 22' 2 112" 10'-5 318" 10'-8 318" 8. REMOVABLE CABINET, CONTINUE FLOORING 0' 4'-6" 1', -8" v 6'- 1" ,, r 20'-5112" ► .► UNDER CABINET. SEE 2/AX-8.11Ce 1 -t OVERBUILD SLOPE9GUARDRAIL • 1 I • -8.0 $EHINDBASE ND WALL APPLIANCE D FLOOR FINISH CONTINUED ill< 0 r , / SLOPE -� -- ' , 1 k ; ' [ r-, -- -- 16 1 ,• r_ 10. RANGE EXHAUST HOOD W 9,, /E • t i i I ISURFACE COUNTER TO BE 34" � `, SINK REM AND WORK CO' •- - '" DECK i ILl ' DECK I N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL / Z r I OTHER UNITS c O . D co 1, I' AT SILL 1 I N • m �' , ---- - ' V� / I "v 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" Iimml N CO 6 __.._ MAXIMUM AFF. OFCI N- • . , ` , ' 1_1 13. WASHER/DRYER rrr��e cc ' �. 5''- " €':moo - 5`-V" + • 5'-0.112" . , , DINING LIVING ROOM I 14. PAPER TOWEL DISPENSER �` M CI- , .• • S - - , - •, - I w BEDROOM 2 BEDROOM 3 W N. 0 ,• © = 15. SOAP DISPENSER 1 AC I- • • , 'DINING LIVING ROOM ' . - - - • . .. W •• . ' ,� _ • . . a E ._. ' - 'I : W mLI CC 16. SEAT COVER DISPENSER �O 0 Z ECS E{ _ti = U 11.111.° M ,� •� - _ 17, TOILET PAPER DISPENSER --E_ __ SAX-5.123 - o 24 u TITLE en iUNIT LEGEND € i 1 j W # DATE DESCRIPTION - +„ _ _ _ BEDROOM 2•-• a• • • 1 I � -' W . - . BEDROOM 3 , .. --- - - ' .rte^��-� r - - '` r - - - ,1 _ - •� - w t^- a I.� - �' - - I D \ ___ CV ---�-rz- -rt- •-- L'-. -' -- -i3W--� REFisi 1 26 -- SMOKE DETECTOR , • CO 1 , I ' • I f p +�_ _: - t SURFACE MOUNTED LIGHT I. I CEILING I1 '� � i � �... t i- I __. I E • ' - . . :..': = _ . o: • - I B I ' -1 I I i -;-I I � CL6 FIXTURE ' W - I 26B I I Z I _ , ,. t • • �� MOISTURE 1 1 1 kZ9 V' "F I 1 ! I ; 1 C �� :v . `. ' I I ra i RESISTANT /1 i I ALIGN r - 1 £ I I iv „ F• ff a' �0-I "1 I I ¢ co o f ` I I 'R n I I WALL-MOUNTED LIGHT FIXTURE 'BEDROOM 1 . GYPSUM r 11 • ENTRY MR GYP ON - � • ' WIRE SHELF -� I ' DASHED SIDE REVISIONS • • -'.. _ _ _.�_ � BA 2 MOISTURE GYP BOARD -,�-. • - ". �: • ._ . , . • _ "BATH 1' : . . _ BATH_2, _ - N _. •i � � -- -- �------- TH �.� . - ---, BATH 'I . ,� ,..,. ` , Y A _CESSI61_E$ATS � ;..EQ' EQ 0) BEDROOM 'I 24 ' = m _.-_a`I _. . `- f 100311: '. 1 I , r R •�` . _ w i W I AX-5.I> i I . 'f E t 1 CK,TF Checker _ 'c ,'. ; - v { ® I I, 1 t ; AX ;1 A ELECTRICAL PANEL SEE 141AX-8.11 n1.0 `1 - - • ,_, ®-.r..- 1.., .,._.., t__ _ COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY Lu a I ,'I ti 5B I I ti, Y n 1 o �--- * +- \\-----_r_ 4B. - EXHAUST PERMIT SET STATUS • 1 "' 0 ® 071 1T1H lal ii I m I I7 EXHAUST-WALL VENT ., ;I , , _ . L, "_.-:: ••: .. _ -„„- r: _ : . ',. „ , , .. ' " i• .:-• - --- 03.29.2°18 CENTER CENTER v d I DATE � EQ EQ OVER I OVER -' I 17052 ' - VANITY VANITY r • MOISTURE RESISTANT PROJECT NUMBER EQi. EQ ]'-51/2' 2'-9" 3'-6" 3'-6112" 3'-6" 3' 6112" t GYPSUM 10'- 10" 2'-61/4" , 5'-51/2" 3'-43/4" 10'-51/2" 10'-81/4" Ax...5 • 1 8 UNIT 3 BED - TYPEA UNIT 3 BED - TYPEA ©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, WRB WRAP OVER otak SAM AND MTL FLASHING N FIBER CEMENT SIDING v �✓ SEE ELEVATIONS ._•imalle../ii iii• \ _1 SAM WRAP OVER 111T ``SII FLASHING SEE PLAN , ,i : METAL FLASHING Otak A CSS, Inc. I i WITH DRIP EDGE 81: / hird A nue, Suite 300 UNIT i' METAL BASE Port :nd, OR 97204 INTERIOR `i 1:---; FLASHING ma 503.287.6825 www.otak.cam SEE SECTION [ -. - , •- �-- - NOTE: NO PRE-MFR TRUSS SEE • ;` e BALCONY AT SIM STRUCTURAL " ii�� ,\ RIGID INSULATION RAIN SCREEN FURRING- 3720 EXTERIOR BEHIND HEADER \ r BRIAN R.FLEEN l DO NOT PLACE OVER +�1 FIBER CEMENT SIDING, WINDOW FLANGE j HEADER SEE A / SEE ELEVATIONS ; FIBER CEMENT ri -�- i STRUCTURAL P41RTI ANQ,OR RAINSCREEN FURRING SIDING _ _ RIGID INSULATION HEADER, SEE , r LAP SAM OVER METAL / LAP SAM BEHIND HEADER STRUCTURAL I / OF �� ; i FLASHING „ + NAILING FLANGE 3/29/2018 --_-_ i ■ I f c LAP WEATHER BARRIER LAP WRB OVER STAMP iv � � �--_ - � OVER SAM AND MTL , � SAM AND MTL • * r1111 :� r . _ _'-. INTERIOR - ;• _ I I ��, EXTERIORING END DAM FLASHING SHEATHING . r.. - „}(4-"Thi A f SEE I END DAM BEYOND, dy �F INSECT SCREEN W/ INTERLOCK WI JAMB 112"AIR SPACE MIN { L 1�-� SUBSTRATE 4 PLAN - -- ' _ � 11 intl r� EXTEND FLEXIBLE SILL \ A EXTEND TO 112" I _ SAM WRAP OVER FLASHING FLASHING PROFILE ` AT BOT OF RAIN - �- FLASHING HORIZ TO _;. _.. ,- ' .•...... . y�_ ::S::PR AIR ILAITHDBG P R PERT E SAM = /f * LL.0 INSTALLED LATER I v RAIN SCREEN, DO NOT EXPANDING €; END DAM BEYOND, VERT JAMB FLASHING ` AND MTL FLASHING _�- =� APPLIED LATER - CAULK FOAM SEALANT II I INTERLOCK W/ - i - � METAL HEAD FLASHING ... . E; JAMB FLASHING JAMB FLASHING AT Fl 4 - SET IN SEALANT WITH METAL HEAD FLASHING APPLY SILL FLASHING K BOTH SIDES OF u'i�y END DAMS SET ONTO CONSULTANT 11 HORIZ BELOW THE SILL. OPENING. EXTEND SEE SECTION SET IN SEALANT WITH2I METAL HEAD FLASHING END DAMS SET ONTO SEALANT BEDDING JOtNT WRAP 518"GYP BD SET IN SEALANT WITH FASTEN THE TOP EDGE BEYOND SILL FLASHING 11 € ` HOLLOW METAL OF THE SILL FLASHING AND ABOVE WHERE SEALANT BEDDING JOINT END DAMS SET ONTO TO THE FRAME. BUT DO HEAD FLASHING WILL • UNIT END DAM DOOR AND FRAME SEALANT ALL "- SEALANT BEDDING JOINT WATER DAM INTERIOR --- VINYL NAIL AROUND WINDOW NOT FASTEN THE INTERSECT. LAP JAMB -• FLANGE WINDOW FLASHING PROFILE LOWER EDGE SO THE FLASHING OVER TOP ' • -• VINYL"NAIL FIN" WEATHER RESISTANT j FLEXIBLE FLASHING AT OF SILL FLASHING FIRE SEALANT NOTE: PROVIDE NOTE: PROVIDE 1 , WINDOW BARRIER APPLIED SILL, LAP OVER LEAVE BOTTOME EDGE - WEATHER WEATHER �1 FIRE SEALANT LATER MAY BE SLIPPED WEATHER RESISTIVE UNATTACHED. , '- WRAP AS PER WRAP AS PER UP AND UNDERNEATH - t . BARRIER&WATER 17/A8.01 17/A8.01 THE FLASHING INA • •_ DAM, PROVIDE WEATHERBOARD '-' ' ; POSITIVE SLOPE TO FASHION. '', l: .. 4... EXTERIOR WITH DAM AT WINDOW HEAD AT BALCONY F.C. 7 DOOR HEAD AT FIBER CEMENT WINDOW HEAD AT TRUSS r. INTERIOR OF SILL 1 _8.0 SCALE: 3"= 1'-0" + _8.0 SCALE: 3"= 11-0" ► _8.0 SCALE: 3"= 11-0" STEP 1 STEP 2 LAP WEATHER RESISTIVE JAMB STUDS, SEE TO SEAL THE WINDOW BARRIER OVER SIDE FLANGE STRUCTURAL INTERIOR 1 x MDF SILL, PAINTED FRAME TO OPENING AND MEMBRANE JAMB STUDS, APPLY CONTINUOUS WATERPROOFING, TYP �_� PLAN STRUCTURAL SEE SEE PLAN SEAL TO THE APPLY CONTINUOUS � L. SEAL ALONG TOP _ END DAM UNDER THRESHOLD 1X MDF TRIM BACKSIDE OF THE (HEAD) MOUNTING _ MOUNTING FLANGE BOTTOM OF HEAD \ ��_ NEAR THE OUTER .-. ... � ._.. \ .__. .._....... ...-_... _. _.: EDGE AND IN-LINE EXTEND TO 1/2" BELOW FLASHING AGAINST •• WITH ANY PRE- TOP OF HEAD FLASHING SEALANT(FLASHING ,.....---:;,° �pp� BACKER ROD l SEALANT ALL CO 1.31° &SEALANT / <> AROUND PUNCHED HOLES OR • �� TO BE INSTALLED LATER GOES OVERWINDOW SLOTS ON THE �� SEALANT). EXTEND -t0 MOUNTING FLANGE. HEAD FLASHING �� • M BEFORE BEYOND EACH JAMB S WRAP SAM SHIM AS CO REQUIRED BY W r Irl INSTALLATION '� FLASHING. FASTEN IN `� ' ;-- '� INTO ROUGH MFR, FILL GAPS V RESEAL ALL OUTSIDE . -•C PLACE. OPENING 1 JOINTS OF _ I M = fi --.- z.1-` WITH EXPANDING MECHANICALLY LAP WRB OVER "'� - _� ! FOAM SEALANT .. _• - ••••--- -- ..-- _ JOINED FRAMES. --C:45. ) L FIBER CEMENT SIDING SHIM &ADJUST \ OVERLAP PAN WITH VINYL"NAIL > Ye [L -:-:- WINDOW TO ACHIEVE \� MEMBRANE WATERPROOFING RAINSCREEN FURRING <i FIN"WINDOW , S SQUARE. PLUM & LEVEL Q \ SYSTEM PER MFR AT DECKS METAL L-TRIM W/HEMMED BACKER ROD&SEALANT 31g" i' WRAP SAM INTO OPENING a 0 \ p EDGE, INTERLOCK W/END FIBER CEMENT SIDING a CONDITION USE CORROSION RESISTANT 24 GA FULLY SOLDERED G-90 `� j DAMS OF HEAD FLASHING EXTERIOR I ;\ / FASTENERS. FASTEN GALVANIZED DOOR PAM -- METAL L-TRIM WI HEMMED RAIN SCREEN FURRING, WCD AND WEATHER LAP END EDGE, INTERLOCK W/END DO NOT PLACE OVER W J WITHIN 10"AND IN \ DAMS OF SILL PAN DAMS OF HEAD FLASHING • `� CLOSER THAT 3" IN .<� FLASHING AND WEATHER LAP END LAP WEATHER RESISTIVE N Q Li � EACH DIRECTION FROM WINDOW FLANGE Cl) Y EVERY CORNER. NOTE: PROVIDE DAMS OF SILL PAN NOTE: PROVIDE BARRIER INTO RO,WRAP Z I--- SECURE WINDOW • HOLLOW METAL WEATHER FLASHING WEATHER FLEXIBLE FLASHING DOOR AND FRAME coUJ AROUND FRAME . = N (� WRAP AS PER WRAP AS PER OVER WINDOW FLANGE = N OPENING WI 17/A8.01 17/A8.01 AND SEAL TO FIN Iti EQUIVALENT OF 6d W - 0 STEP �A�S(TENERSAT16"O.C. STEP 10 DOOR PAN FLASHING 6 DOOR JAMB AT FIBER CEMENT 2 WINDOW JAMB AT FIBER CEMENT u. 8CO o ■ _8.0 SCALE: 3"= 1'-0" ` _8.0 SCALE: 3"= 1'_0" A -8.0 SCALE: 3"= 1'-0" LU ❑ w E— fe i= w 1 x MDF TRIM, PAINTED TITLE WEATHER --- WRB TYPICAL, RESISITIVE SEE 26/A8.01 FOR TRIM BEYOND # DATE DESCRIPTION Li-BARRIER, LAP OVER • . •, .:;�! ADDITIONAL p�p ` FLEXIBLE HEAD �\ INFORMATION INTERIOR � g EXTERIOR DOOR FRAME BEYOND ca / SEALANT ALL FLASHING N ;''.: -¢ •,� , AROUND WINDOW �NI;(,, • `, a• _:' RAIN SCREEN END DAM OF SILL PAN, ,,w5. :j . �,,;' ANCHOR AND SEAL TO SHIM WINDOW AS • t I FURRING JAMB RO REQUIRED BY MFR 2ND COURSE OF WRB . ` ALIGN OVER - PROVIDE _ �` DOOR PER DOOR SCHEDULE 11., ,� VINYL"NAIL FIN" WALL STUDS C� INSECT DOOR THRESHOLD SET WINDOW \ \., SCREEN AT IN FULL BED OF SEALANT `_ • `'.' \ \ VINYL \\TOP AND BACKER ROD& LAP WEATHER `'-.:•• • WINDOW _ _ BOTTOM OF - - - -t' -' I ' \\ \V'. BACKER 1 SEALANT FRAME ,r r- - K : SIDEWALK OR N ,, w RESISTIVE ` \ \` _ RAIN SCREEN _ ASPHALT PAVING i BARRIER TO SHED _: • `„ WINDOW I / OPEN SPACE I METAL J-TRIM \\ FRAME - - - -I TO SLAB �� _; WITH DRIP EDGE WATER, HORIZ ' :'',1:-.42 \ BETWEEN �(� • • rr_� �j I REVISIONS JOINTS 2 MIN, ':.I \ FL4IVGE �/ { ' FURRING •" ; .-0Y l ■ _ a. 1; • ,- �- RAIN SCREEN VERTICAL JOINTS ;: ';;-'' DASHED �'�� - r _ ■ �� : • tib. ` �, FURRING TO STOP 1ST COURSE OF WRB �: ■ _ , J f-- •- I SHORT OF NAIL FIN :• • ^" NOTE: THIS DETAIL IS BASED ON AAMA - .c SEE �� SLIP BOTTOM OF .c } \ 2400-02 METHOD B. SEE AAMA 2400-02 I I .; t _ _ _ ° " PLAN / • 1 I FLEXIBLE FLASHING Author Checker JAMB FLASHING & �� FOR FULL WRITTEN DESCRIPTION OF 1 �r •1 • •;• Y ,'a - " , =,= ' a • • -/ I OVER 118"CORRUGATED " J .. I PLASTIC BACK DAM AND DRAWN BY CHECK BY SYSTEM INSTALL WINDOWS PER MFR - -.�•; . - • / _ 11 DOWN EXT OVER WRB SILL FLASHING . •`-` ,,' r RECOMMENDATIONS, NOTIFY INTERUPTED I 1fr- •; I: _.l ; ; ___.� _ PERMIT SET OVER WEATHER --t _ RAIN SCREEN _ f RESISTIVE f - SEALANT JOINT • ARCHITECT IF CONFLICTS OCCUR. FURRING FOR _ - - - - T - - - RAINSCREEN e ` - ! I- € ---E - 1 BARRIER AT VENTILATION `° FURRING NOT U . R:, - ` - ` 1 E I I :------- STATUS _ j _ .;r ' f 4• 1 _— EXPANSION JOINT WRB STEP 5 - 41- /" -4- a -' ' '_ 1 i '---I _^ MATERIAL 1 DATE BOTTOM OF HORIZONALLY TO OVERLAP I 03.29.2018 WINDOW SILL. UNDER WINDOW # f I i-- - METAL SILL PAN FLASHING, SET!N FIBER CEMENT SIDING WINDOWS FLANGE, TYP , . ,�Lr y ( I --__ SEALANT DOWN FACE SLAB/ �L WRB TYPICAL, • FOUNDATION RAIN SCREEN 17052 SEE 171A8.01 NOTE: PROVIDE. CONCRETE FURRING PROJECT NUMBER FOR ADDITIONAL FOUNDATION, SEE WEATHER qS pER INFORMATION STRUCTURAL 171A8.01 RIGID INSULATIONAke 8 2 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 Q 2018 oTAtc,INC. SCALE: 112"= 1'-0" SCALE: 1"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" ' -$.0 -$.� ' -8.0 -$.Q If this drawing is not 24"x 36",it has been reducedlenlarged. Scale accordingly. ota.k ....mmtie.--Adik, 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 mri 503.287.6825 / '� - FLASHING MIN 4" NAIL FLANGE www.otak.com SEE Ti'�� / Z FURRING WITH -- SAM WRAP OVER PLAN • 'i WEEP HOLES I _ FLASHING '` j: ' SEE SECTION �, VENT BLOCK WITH 'ti �i METAL FLASHING • i ,i i •t li / INSECT SCREEN SEE PLAN II I; �� / — c ;� � WITH DRIP EDGE ' OSA. , a SEE �� I i la i i ; =, / METAL FLASHING WITH r ' . s NUNIT i \ • 12' SECTION /I I 1 / i DRIP EDGE /' i 1 i \ 1 t� MTL FLASHING EDGE SET INTERIOR C - I # ° BRIAN R.FLEENER A ., a '1 i • • ... 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LINEAR SOFFIT VENT I 518"GYP BD _ PRE-MFR TRUSS SEE it./-1 WRB WRAP OVER SAM STRUCTURAL _..._._. ; r INSECT SCREEN _. .._._... AND MTL FLASHING SOLID 2X BLOCKING ' EXTERIOR i \ AND VENT BLOCK METAL HEAD FLASHING 7 CORRIDOR I I SET IN SEALANT WITHLL- - FIBERGLASS MAT / y - i T&G VERTICAL END DAMS SET ONTO ; GYP BRD \ WEEP FURRING WOOD SIDING / METAL HEAD FLASHING -� SEALANT BEDDING JOINT FIRE SEALANT WRB VERTICAL WOODSET N • FIBER CEMENT SIDING, SEE ELEVS SEE SECTION E ENDI AMS EN ONTO VINYL NAIL SOFFIT UNIT IFLANGE WINDOW VINYL NAIL INTERIOR SEALANT BEDDING JOINT FIRE SEALANT VINYL NAIL FLANGE WINDOW FLANGE WINDOW FIRE SEALANT 15 WINDOW HEAD AT CORRIDOR 11 WINDOW HEAD AT BALCONY TRUSS 7 WALL AT BALCONY - WD 3 WINDOW HEAD AT BALCONY - WD A -8.0, SCALE: 3"= 1'-0" ■ -8.0 i SCALE: 3"= 1'-0" _8.0, SCALE: 3"= 1'-0" -8.0, SCALE: 3"= 1-0" LAP WEATHER BARRIER OVER SAM AND MTL FLASHING __&,,,. LAP SAM FLASHING 1 x MDF SILL, PAINTED EXTERIOR OVER METAL — JAMB STUDS, SEE FLASHING STRUCTURAL SEE PLAN INSECT SCREEN W/ JI% 114"AIR SPACE MIN )1 � FIBER CEMENT SIDING 1X MDF TRIM \ AT BOT OF RAIN r SCREEN IJ j `''�- , � FIBER CEMENT SIDING RAINSGREEN FURRING N� \ METAL FLASHING WI - \— HEMMED EDGE HEADER, SEE • _. V\ 1 HEADER, SEE4---iik I i DRIP EDGE SET IN II STRUCTURAL _ I •• RAINSCREEN FURRING STRUCTURAL I Z SEALANT, PROVIDE END II . , I I • LAP WRB OVER SAM AND I FLASHING OVER METAL AROUND 1 rn SEALANT ALL )lip r� DAMS II FLASHING PROFILE . • I il - MTL FLASHING i i/ WINDOW i V ;i I --- LAP WRB OVER SAM \ M al UNIT V AND MTL FLASHING Z LAP SAM OVER METAL I , i SHIM AS FIXTURE, RAIL SEE J 1 k FLASHING INTERIOR '' REQUIRED BY ATTACHMENT ETC, EXTERIOR MFR, FILL GAPS I— PLAN I I r I / IX W z SEE NOTE: AG-- FILL GAP BETWEEN : '' !mut ARCH/ELEC/MECHF -I I WITH EXPANDING /. PROVIDE SEALANT AT TOP OF I� FRAME AND SAM SEE 1 ,I :I j END DAM BEYOND, FOAM SEALANT - �I I I �, I I - INTERLOCK WI JAMB - _ _ I MOUNTED ITEM AND WI EXPANDING FOAM PLAN J I � FLASHING I � J� a 0 O I I ELECTRICAL CONNECTION - SEALANT ALL AROUND I WHERE APPLICABLE, PROVIDE , I ' 1` INSECT SCREEN W/1/4"AIR VINYL"NAIL /� �'� Ct CO /�/�� ii DECAY RESISTANT UL LISTED FIRE RATEDSPACE MIN AT BOT OF I I I INSECT SCREEN N FIN"WINDOW ` VERTICAL T&G CEDAR WOOD FIXTURE SEALANT AT ALL THROUGH7 ` BLOCK-PRIME AND -� — -� 44),(--t4.. RAIN SCREEN, DO NOT% I BACKER ROD&SEALANT N a W JWALL PENETRAT10N5 —c� CAULK �- SIDING PAINT ALL SIDES I ''�� - LHEAD FLASHING ET SEALANT ALL SEE END DAM \�i � 41 METAL FLASHING WITH �� IN SEALANT METAL L-TRIM, WI HEMMED HORIZONTAL Z CO N Q AROUND BETWEEN I - PLAN -J- HEMMED DRIP EDGE j1"'i9. 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WITH DRIP VENT EXHAUST GRILL / —� AND DECK DOOR RO REVISIONS / _ ' ii ��! WATERPROOFING 1 .t LAP WRB OVER1 t ,. EDGE BACKER ROD - . . ' " I _ r.. 4' d . . ' -' ; - SAM w / FLEXIBLE FLASHING 4 i �• t r — \\.-\ 11 AND SEALANT „�..�i,iouu, iA iii��,' �1/I c� _ - .�r�r j OVER 118"CORRUGATED Author Checker ouidonunuuu !bill aw ua,i. Si.SEE _ PLASTIC BACK DAM AND // // // '//��//; -- - •PAN I DOWN EXT OVER WRB DRAWN BY CHECK BY MTL SILL FLASHING, y F-CHANNEL '. ,. ci • 318" ' I METAL TRIM RAIN j--> , SCREEN Z PERMIT SET -r \ FURRING WITH WEEPS STATUS ii BACKER ROD&SEALANT I 03.29.2018 SAM, LAP OVER - I I METAL L-TRIM, EXTERIOR I 4 WRB WRB i -- _ INTERLOCK WI END DAMS VERTICAL T&G CEDAR DATE RAINSCREEN �. i J i [- OF HEAD FLASHING AND SIDING 17052 FURRING ,` f I I WEATHER LAP END DAMS . l� - :--; 1 OF SILL PAN FLASHING PROJECT NUMBER FIBER CEMENT A PT LEDGER, SEE HOLLOW METAL NOTE: PROVIDE NOTE: PROVIDE LAP SIDING 1, WEATHER WEATHER STRUCT DOOR AND FRAME WRAP AS PER WRAP AS PER VERTICAL WOODAx_8 , 0 2 SIDING AT SIM WRB, LAP UNDER SAMF 17/A8.01 17/A8.01 BEAM SEE STRUCTURAL 13 EXHAUST VENT 9 DOOR SILL AT BALCONY 5 DOOR JAMB AT WD SIDING 1 WINDOW SILL - WD SIDING 020180TAK,INC. 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NOTE: UNIT I AND SEAL PER MFR li BARRIER, AND SEAL /' SIDING FINISH MATERIAL J BOND BREAKER PRIMER ENDS OF PANELS- INTERIOR REQUIREMENTS I PER MFR i 1 2 TAPE TYPICAL L. - - -- - -- - r Otak Ar CtS, Inc. / RAIN SCREEN REQUIREMENTS 808 hird A nue, Suite 300 d ' ____ FURRING, TYP HORIZONTAL I '-c-L-- _ . . _ I 4"MAX • �, 4"MAX �,. 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RESISTIVE tr ; BARRIER F : C 1 -1- --111-1J) _ OVER METAL - -1- ' .f r L - ;_ - _ >' GUARDRAIL SPACER �J L SADDLE - ' ' }/ ' .sem• =. ; � s FLASHING =-� STEEL PLATE, SEE DBG PROPERTIES h:' t 44 i STRUCTURAL LLC SAMF � ;; :};- ;^ y K'.1 I FIBER CEMENT PLANEL �r - =;' .:,. ' .rte! BUTT AND SEAL TO SIDE :; OF STEEL PLATE, �' T *r �; "r # I --- -- • I PAINTED CONSULTANT i 1 \ -:, 2x4 NAILING BLOCK - - �i�", ��'-��- - '"��;• / L':' -'-'''''''j I I � WRB LAP OVER SAM ,`,,..,.,.:'.;%'-'.:.'":;.V.::,•!..-:.,:::_ ?;• I E , I WRAP SAMF AT CORNER / • i ` ' FLASHING AND METAL \ ,Y, I '-`' .. '- ! ' I ' SEE ] • ! f 1 • � FLASHING I ,;=.; r I � PREFINISHED METAL lio SECTION ,. i , • . • ! + I I I I 1 SEE = , I I PLAN SAM FLASHING LAP OVER I I f I 1` FIBER CEMENT PANEL, FLASHING METAL FLASHING i i FIBER CEMENT SOFFIT ;• . -- - •a _ - - , % CONTINUOUS WRB I I j I 2'CONTINUOUS • a .. a' a • ;•. s- . ; CANOPY FLASHING LINEAR SOFFIT VENT - . i BEHIND CAN 7 ! 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SEALANT FLASHING & � ' AT ELEVATOR OVERRUN/ 1; 2"MIN CLR Author Checker { 1 �—l WEATHER RESISTIVE I REINFORCEMENT ��• 1 STAIR WALL EXTEND GYP I` AIRSPACE 1 ! �l BARRIER 1 +�+ DRAWN BY CHECK BY l' �: i PER ROOFING MFR • ; TO UNDERSIDE OF =-_ =' - ---=_: --�_-_1 •„/1,,;/ „ /„ /,/„//,.//.,3\�� -r ,i' ,I FIBER CEMENT ��, ��• ; 1:.--;j•':-,]`=•: :.,';_:,:.:::"...,....::,:..:,„,:,.=?::„ .:„._,_„,,,:.„,.::_..,_:::,,,:.,..,.._... 1 otak Ira 1 1 1� _ _ _ _ _ _ _ _ _ _ _ _ __ �� il {, i .. iiiillati.-dirie2 66, ._... . ® Otak Ar ' •tects, Inc. BRIDGE - !' , STRUCTURE 8" - _ � \, �- 808 S Third venue,Suite 300 BEYOND ;L II;- I OS:d1IIIIII` 11111111111 1111191 FRAMING PER `\ P• and, OR 97204 SLIP JOINT PER \ / 1" 8" i/ . _ _ � in 503.287.8825 \ ! 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SEE STRUCT FOR WALL , AROUND TUB AT RATED TUB/SHOWER WALLS ONLY, TYP * UL SYSTEM NO WL1001 AT METALLIC PIPE & FLOOR FRAMING �� ,� : Otak A 'tests, Inc. ENCLOSURE OR CONDUIT CONDITIONS •• .; • . •••, • :• ' ' 4; ' . OR WC �> >' :' /;. 808 S Third venue, Suite 300 * �� P• land, OR 97204 FILL VOID BETWEEN DRAIN ` UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR PIPE AND EDGE OF y CONDUIT CONDITIONS m 'n 503.287.6825 PLYWOOD WITH SEE SECTION www.atak.com THERMAFIBER INSULATION/ CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR APPROVED FIRE SEALANT EXACT PENETRATION CONDITION - _ t ..... Li P-TRAP AT �� PIPE RESER7r1I - DRAIN .2".--11l f11111111111 7�I 72 t LOCATION ` NNN, / :RIAN R.FLEEiERci 'i NitAIWWWWill9YYY‘x/NiCx, • �` ri 1 P RT#A IR,OR ? FIRE BLOCKING AT ii,n . 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Scale accordingly. otak ,, VARIES SEE PLAN 'v._ - .41111101. ged k 2 -0 MAX /- .1. :..2 COUNTERTOP Otak Ar ects, Inc. BACKSPLASH 2," a MIRROR o. WITH FACTSHELVING FACTORY DGEIAT FRONT EDGE 808 S hird A -nue, Suite 300 • Po -nd, OR 97204 FIXED PANEL +4 w --1_____/ / ma 503.287.6825--1_____/ b www.otak.com I I COUNTERTOP ;-/ LAVATORY I _ • COUNTERTOP & BACKSPLASH I x 2 MDF CLEATS AT WALL INSUL WRAP Ii & BACKSPLASH / IW/45 DEGREE ANGLE CUT AT 411V. 11, 4 PLUMBING o FRONT EDGE, TYP NNNN ` i n LOCATE REMOVABLE 4 . \ ti �.� CABINET AT OPEN io ,I. n ll n ,nAt1, END OF COUNTER BRIAN R.FLEENER 372. KNEE CLEARANCE � � - o�� r ' w, (ANSI 117.1) �j;` o WALL BEHIND TO COUNTER e , g REMOVABLE CABINETRY I w t.. Et WALL BEHIND _ o REMOVABLE CABINETRY a �" ~ • IzORTI�Ahip QR FACE OF WALL / M N TO BE FINISHED - --i,- f - Z ' 11 E1 d W ¢ Di �� TO BE FINISHED 1 REMOVABLE t — ¢Y _D o -. M l 1 �" OF nn NOTE:ACCOMMODATE z CABINET o o M o m o FLOORING TO OF V KNEE CLEARANCE BEHIND FLOORING TO REMOVABLE CABINET @ as CONTINUE 3129/2018 CONTINUE UNDER 7UNDER TYPE A UNIT AND TYPE B CABINET ___ -a• •, CABINET m STAMP UNITS USING FORWARD 11 N. -I 30"CLR MIN •_ APPROACH @ LAVS, SEE 8"MIN ; 30"MIN L 'REMOVABLE CABINET NOTE: SEE 20/AX-8.13 FOR UNIT PLANS FOR -a' • REMOVABLE CABINET _ LOCATIONS 6" 11"MIN SEE UNIT PLANS/ELEVS VARIES KNEE SPACE �� n ' SEE UNIT PLANS/ELEVS REQUIREMENTS. MAX . , -, t ..1-1---y- t1 y �n- [LI--U, 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" A -8.1 SCALE: 1/2"= 1-0" ' -8.1 SCALE: 3/4" = 1-0" CONSULTANT 39" jr II \/ COUNTERTOP ADJUSTABLE WIRE SHELVING SYSTEM , INSTALL ELECTRICAL OUTLET OR SWITCH BOX HORIZONTALLY • I -%'*—L d CLOTHES � j E HANGING ROD ; , ACCESSIBLE WATER CLOSET TYPE A LAUNDRY EQUIPMENT AND HANGING ' 2x6 WOOD STUDS AT 16"0.C. 2 ROD BRACKET 39 -40 tFINISH PER u_ SHELF BRACKET THAT LOCKS Z - INTO WALL UPRIGHTS FOR 36" • 42 MAX �,-, .r .� i -�i •�- r T- Q SCHEDULE �' SUPPORT AT NUMEROUS HEIGHTS L. 12" 54"MIN z 24"MAX • k `�' '� MIN '� ' 12" 42" i ., 2 ' CO FINISH PER SCHEDULE AT ° MOUNTING RAIL ATTACHED i i - REMOVABLE CABINET ; �.. k, 2 is TO WALL STUDS MAX 1 MIN i € iv TO CONTROLS t4- Fo 1. ,/ 1. `U! 'r �- KITCHEN CABINET, REFER TO AJUSTABLE WALL UPRIGHTS MAKING '' - I � Iy 31 '` ' U - ,. I0 INTERIOR ELEVATIONS FOR SHELF ADJUSTABLE FROM A MINIMUM r , ADDITIONAL INFORMATION OF 42"TO 60"IN EACH CLOSET i I P://://, DISPENSER INSTALL f r I /1:- 2 PLACEMENT AREA illy PEDESTAL ASGYP BD, PAINT ec, .. �? _J ` ? •_ \ NECESSARY TO _' FLUSH - a, Q a ACHIEVE 15" ,c1-)r LEVER ON I M "' v • MINIMUM TO co WIDE SIDE w ix c . Co z cc) B.O. OPENING OF ! _! r JUNITKITCHEN BAR 3 CLOSETSHELF/ROD• ACC WATER REAR GRAB BAR SIDE GRAB BARS • r TOILET PAPER DISPENSER FRONT-LOADING WASHER/DRYERSCALE: 1"= 1'-0" I ' -8.1 ' SCALE: 3"= 1'-0" CLOSET(WC) M FLEXIBLE I0 I WATER 4______.i� TYPE A/TYPE B WATER CLOSET TYPE B WATER CLOSET(ALTERNATIVI CONNECTIONS j I 114"X 3"LAG OR / NOTE: GRAB BARS SHOWN FOR NOTE: PERMITTED WHERE LAV NOTE: GRAB BARS SHOWN FOR I I EXPANSION BOLTS (OR APPROVED < CI REFERENCE ONLY, ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY, ONLY BLOCKING REQ'D 0 EQUAL) / / ROOM SIGN REQ'D 40" I j - STRUCTURAL TO ACCOMMODATE 3/4"X 24 GA. / W FIXTURE MOUNTING PLUMBERS I I I� WALL / -I 4 -+ g_ 36"MINL. 24" MIN 54"MIN 12" 24"MIN• �, 24"MIN TAPE{OR MEMBER / I Y J - MIN 18," 4. 18", 0 12" EQ EQ 12" 42"MIN yI. I I 1'-0" L .,_ ., ., ,► tx CLEAR CLEAR 15 3/4" 12" EQUAL)APPROVED I / - rRI co MIN MAX i-- . ;q „ „ g MIN ' / ./ Ca M 1 , ; 15 314 1 15 314 I STRUCTURAL J I = 'A w it_ WALL N r.. - - - -1.-1 - i ` C �J MEMBER b I I W d7 I I I 1 1 i I " I 1 �~ J \ in © C I ,� LL rn O 0 M I M, \FLUSH -i FLUSH J FLUSH 7 FLUSH W„i___1”) LEVER ON Q LEVER ON ¢ i� M LEVER ON /r\\7J1JJ WIDE SIDE WIDE SIDE cn ' WIDE SDLEVER ON : I I WIDE SIDE \ r O CB MIOF WC p OF WC 1-1-1 slt D iii ce re OF WC iii i I OF WC 4", - CD 0 Z NOTE: -. -, 71 1‘ T. L DISTANCE FILL SPACE BETWEEN - II— I` I- STD WATER REAR GRAB BAR REAR GRAB BAR (ALT) SIDE GRAB BAR SIDE GRAB BAR SWING-UP GRAB BARS REAR&SWING-UP GRAB BAR FROM WALL AND WATER CLOSET(WC) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) WALL HEATER WITH 2X BLOCKING WITH NOTE: SIGNS SHALL BE CONSTRUCTED OF TITLE CUSHIONED FACE DURABLE MATERIALS, PERMANENTLY INSTALLED AND READILY VISIBLE # DATE DESCRIPTION ACCESSIBLE BATHTUB TYPE A/TYPE B BATHTUB - 6 WATER HEATER STRAPPING 2 ROOM SIGNAGE NOTE: GRAB BARS SHOWN <I A -8.1 SCALE: 1"= 1-0" ' -8.1 SCALE: 1/2"= 1-0" J 24 MAX 24 MIN .. 12 r_ 4 MAX---„/ 24 MIN 12" ONLY. ONLY '� r' „ ,r " , " .�_ 12" n "r „ " u _ 24 MAX 24 12 4"MAX 4 MAX MIN BLOCKING MAX MIN ' _ �'` I(1i REQ'D. I " ( ) _ s i -- INTERIOR EXTERIOR Z i i 2 t � � CD N- `- LOCATION E i / -_ 4 OF BATHTUB �, 4,_� / DOOR REVISIONS EC �� CONTROLS rL r 1i I r: - .1rr- .11 CI ter. _ rC - _,- ,� / A©ATRESHOLD, 1:2 ml - p C `� \ /C. - / MAX SLOPE AT ALL r if( fd TRANSITIONS, 1/4" r✓ -1 ► �J ¢ C') c( :Dot LC JJ Q _ i� d i MAX HEIGHT ATXX Checker m J CI M 1 / 1 -I -JM / VERTICAL PORTION DRAWN BY CHECK BY -1 J4 - OF SILL, 112" MAX °' 7 REMOVABLE x 0 I � 1 CC M � $ 5 '� OVERALL HEIGHT 2 PERMIT SET �1 STATUS IN-TUB SEAT\ o I ct L O I 1 CLEAR DOOR WIDTH- MIN. 32" \._ -` 1 �, I ,� / y F.O. LEAF TO F.O. STOP \ [p 03.29.2018 U U l N DATE 15"- 16"p, BATHTUB WITHOUT BATHTUB WITHOUT BATHTUB WITHOUT TYPE A/TYPE B BATHTUB - TYPE A TYPE B TYPE A/TYPE B 4 T PERMANENT SEAT PERMANENT SEAT PERMANENT SEAT (BACK WALL) (CONTROL WALL) (HEAD WALL) f 1_ �- r . . 17052 (BACK WALL) (CONTROL WALL) (HEAD WALL) } PROJECT NUMBER -t' ; vi r NOMINAL DOOR DIMENSION r A)(-8113 1 3 02018 OTAK,INC. 17 ACCESSIBILITY MOUNTING HEIGHTS 5 DOOR CLEAR WIDTH 1 ADA SILL TRANSITION If this drawing is not 24"x36",it has been A 8.13 SCALE: 1/2"= 1'-0" re uce en arge Scale accordingly. ' ..8,1 SCALE: 1"= 1'-0" • -8.1 SCALE: 6"= 1-0" Otak _,.....00,1*---,401k, Otak A - 4 'tects, Inc. 808 S Third venue, Suite 300 P. and, OR 97204 rr •in 503.287.6825 www.otak.com • - ` . a 372i BRIAN R.FLEENER fi « PORTLAND,OR OFQ 3/2912018 1x4 CEDAR BOARDS STAMP \ -8.1 - \ 21,11-nuA -'-`-v--171-1:1-1,1,. • DBG PROPERTIES \ LLC 1-8,1 \ n1/ SIt�I /. CONSULTANT I /. s I SEE PLAN j /' 1x4 CEDAR / BEDROOM CLOSET BASEBOARD DOUBLE 2 x UNLESS / NOTED OTHERWISE ON - ' r STRUCTURAL �` DRAWINGS EXTEND GYP BD 3 STAIR ENTRY E L E VAT I O N DOWN TO . BIFOLD DOOR TRACK CONCEAL FRAME, PROVIDE J-TRIM • -8.1SCALE: 112"= 1'-D" v AT GYPSUM �;, Lrl :_,j BOARD EDGE GYP BD @ JAMB BEYOND �- GYP BD @JAMB BEYOND ' --- BIFOLD DOOR rf. z INT BIFOLD DOOR HEAD 4‘SP‘ IIIIP - F---c° A _8.1 • SCALE: 3"= 1'-0" ...____' IP Z 11/4/ _.-- + W- + W ' ISEE PLAN , DOUBLE 2X UNLESSImimm OTHERWISE NOTED ON F Ce STRUCTURAL _ DRAWINGS ._ 11141C Cl BEDROOM ;s 7> i 4* 1. CLOSET a - BYPASS DOOR TRACKICC Y J lis" . ' - , - - -xillit - - - 4- - - _ - - -llIPIP, N Q � ' ' •ice . ..._. - � ..'..,.,;-::..-',..< _ .. _ -...J. ..._ ♦ Q (v) 1 x 3 PAINTED TRIM JC3) OW N BYPASS DOORS V) Ct 1 x 1 PAINTED TRIM ':` GYPSUM CEILINGO O / CORNER BEAD Co ❑ I..L GYP BD JAMB-TYP W u W Ic \---- GYPSUM CEILING = O 6 INT BYPASS DOOR HEAD 2 CORRIDOR CEILING AT HEIGHT CHANGE TITLE • -8.1 • SCALE: 3"= V-0" • -8.1 • SCALE: 3"= 1'-0" kc 2_1 # DATE DESCRIPTION 4 DUCT SEE r :,:y. 1X4 CEDAR BOARD MECHANICAL ,` ,,- • /i.. ,.• .. DOUBLE 2x UNLESS _ - OTHERWISE NOTED ON °�: ;-F DOUBLE 2X UNLESS =\ t I SEE PLAN STRUCTURAL �'. •. OTHIARWISE NOTED \/ I I SUPPORT WIRE .r� ~� I/ DRAWINGS ' \/ ON STRUCTURAL _ i iv,-:____,<0::,f: \ I - e,.,- / U SEE PLAN DRAWINGS /\ I LED LINEAR LIGHT • �' •.I •- �- - V - — - _ REVISIONS i O .` CROSS MEMBERS ' ; FACE OF FINISH AT ?_ FACE OF FINISH AT AS REQUIRED -� PERPENDICULAR �;'_ ;;% PERPENDICULAR a �'' : -� r _ JAMB CONDITION Author Checker :• JAMB CONDITION ✓ \ 1 x 3 DOOR .. __. DRAWN BY CHECK BY STAIR „..--- y...-------(---;,--- „..7-k- CORRIDOR ' . CASING, PAINT PERMIT SET 1x CEDAR BOARD STATUS 1x3 DOOR TRIM I -1- 03.29.2018 CASING, PAINT i DOOR CASING DOOR CASING, PAINT ��/��/ ��/ ��/�{�� ,..„.....„,,,.,.:,..,,,..,,.,..,..4„: ,:;' OATE INTERIOR DOOR, I INTERIOR DOOR, I I 17052 SEE DOOR i I ; SEE DOOR _�, 4" L PROJECT NUMBER SCHEDULE SCHEDULE 1x4 CEDAR BOARDS NOMINAL �` GYPSUM CEILING V U AX-8 . 14 1 4 9 STAIR DOOR HEAD (JAMB SIM) 5 TYP INT DOOR HEAD (JAMB SIM) 1 CORRIDOR CEILING ©2018 OTAK,INC. • SCALE: 3"= 1'-0" ► _$_1 • SCALE: 3"= 1'-0" A _8.1 . SCALE: 3"= 1'-0" if this drawing is not 24"x 36",it has been -$.1 ' reduced/enlarged. Scale accordingly. AIR SEALING NOTES NOTES 1. ALL EXTERIOR WALLS AND UNIT DEMISING WALLS TO Ota k Ar ' Inc. HAVE SILL PLATE SET IN CONTINUOUS SILL SEALANT. ects, • 2. AIR SEAL GYPSUM BOARD TO TOP PLATE AT LEVEL 4 808 S hird A nue, Suite 300 DEMISING WALLS Parted, OR 97204 mai.503.287.6825 • r !41 . ii :`''"'` •r i •Ills 3- SEAL ALL ELECTRICAL BOXES SEE 10/AX 8.11 ,rww.atak.cam �w.....rwrww.rwwrr...wwrwr , m.___--_ ! wa... - -= ll= - • � 7 wrw.w.. •w.rrrJ -- rr err • • r.rrrrr -_rte._-.��s�-.. 3"-2a..,.,: ., ,m_ • r" 4. SEAL ALL MEP PENETRATIONS IN WALLS SEE12/AX-8.11 • :• • r r • •. , • • r • r • _ • 1 L. fa • e gw..ww r ti .� ' a �sr. IIr a 1, - i ....rr a...wtoir mitre r 5, SEAL ALL MEP PENETRATIONS IN CEILINGS SEE 8/AX 8.1 • O 6. ALL EXTERIOR WINDOW AND DOOR OPENING TO HAVE 3721! r CONTINUOUS SEALANT SEE OPENING DETAILS ON # � :R1RE R.fl. NIi p -- rn . SHEETS AX-8.01 AND AX-8.02 •' IS ;' r w Mt 7. THERMAL INSULATION TO BE INSTALLED PER RESNET PURTLANO,OR * _ "' ' I �� GRADE ONE PROTOCOL LT), _. r `"� ........ r --1 . ' �� ry I = L r� - 8, ENVELOPE TO MEET REQUIRMENTS OF THE ENERGY 1 e 0� --� i _ STAR THERMAL BYPASS CHECKLIST - Y 3/29/2018 cri _ I i :, OF 1 STAMP F" NEI IC_, - 9. BUILDING ENCLOSURE TO BE TESTED FOR AER • r I TIGHTNESS PER ANSII RESNET!ICC 380-2016 STANDARD 1 i -\\ a&j. ra ,� 000I IP .` s • P14 8..' �;to ii liTic) ,q -� , . . . ► Q. -_ 0 L..• # z ,�. g. . A 1 - - � LOCATfON OF CONTINUOUS AIR SEALANT/BARRIER ... I i ---�,,, IMS C --.. 02 -. 1. _.• _,:.• .1 uk 0 1,. 4.4 -, a, 17-7 OPERTIE -L.,.. 0 0 3 bj I '� 1. .� ,t ji \.._./.7.111r77 ROUTE DUCT .. • , R f U �, . JTO EXTE fCL • Fa # I -....__._. • WALL SEE E -..i MECHANICAL CONSULTANT ! Fr , ;_____, 1_ .-----, J-L-----,-J - ,L___ a..- �__..,, )...L.„..:j 7 i t®: FLOOR JOIST . L - I ! -� • •• SOUND BATT r t � • I I • INSULATION ' , • • • CONTINUE UP AND �_ F I �_____ : L._ F • OVER MECH FAN �` !.....4111. illAt �� „�.7 ,•.. _ . ___ �-��-_� �w.�r��-^^ VENTILATION FAN .A.`.0 w1 T: �, . „ r1tr C r `r: -- •irr�ww�.m. w-..iww '�erry�i•ri�.w.w• .' + WITH RADIATION _ _ vs. 111 , E � ; r p P I DAMPER SEE Ir C000. MECHANICAL � � ,� �F 3 ■' ,,,.._ - . .�.,-,M. _�.- -n� . -..... 12111 see _ -°°� w....w.www..wwwwwwww�w� _ . . • F r • • ,,,,_,. . .: _. ., ,• .... adv_ r_. .. 16 I CEILING FINISH AIR/FIRE SEALANT - 10 AX-8.15 ti� 15 APARTMENT AIR SEALING DIAGRAM 3 MECHANICAL FAN PENETRATION A _8.1 SCALE: 3132"= 1'-0" ' -8.1 SCALE: 1 1/2"= 1'-0" UNDERSIDE OF CEILING TO BE CONT.AIR SEALED TO Z PREVENT AIR LEAKAGE INTO O ATTIC SPACE,AT ELEVATOR ORINIUMN CONTINUE AIR SEALING TO C I- ... .. ,.. TYP @ CEILING 3 OF HOIST ROOF uli PENETRATIONS AX-8.15 I ASSEMBLY .... t____=li ,o) ill...1L 1 ed, 1 i ..ehrarit L i,:r4 ,( E ::8 NUSILL . - r i -r.. 11 ' EXTERIOR WALL t. - f i A NAILING AT 2 z _t E 'I ' '_ NOTE:AIR SEALING ON THE INSIDE I ♦ i 4" _ J. . _ - INTERSECTION. . W r FACE OF THE GYP BRD TO BE I UNIT I UNIT [E•l ' ' - -` - _ .� C ! __.. COMPLETED ON ALL fi SIDES OF THE III!Ir / C" ! - - ___ Ce G UNIT DEMISING WALLS, FLOOR t�- --..-o-••�••�-.••••ted••• - •di•.4101•1 . IP CEILING AND EXTERIOR FACING OF �� ^ i F • �` 14111P1111P A <IC ❑ Ct WALLS TO MINIMIZE LEAKAGE i I L::: �PL a Q THROUGH ASSEMBLIES.ALLOWABLE UNIT I`; e CARR. i �� ! I� CI- 1 _ LEAKAGE RATIO IS .30 CFM50 PER SF ;<„ F UNIT G` ' - 11141C��OF ENCLOSURE MAXIMUM )11H ' �'f ; ( r �� M -8.1 2 ;�EE�.,. . ; , - ' FILL CAVITY WITH AX-8.15 .� ..:: RATED SPRAYFOAM N ro,TYP AT LEVEL Ew '� `; 1 EXTERIOR INSULATION U HEAD OF WALL _ # ,{y ❑ ,,Cr) Aa UNITCORD. GSC. I-- WALL PER CONTINUOUS SILL = , , u�,LL: ? 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SCHEDULE A SIGN SIMILAR TO THE EXAMPLE SHOWN ABOVE OR WITH CORRECT STAIR DESIGNATION, STORY \' 1 - I PORT/AIS, T'""' I MI STRINGERS, SEE OF U DESIGNATION, DIRECTION TO, EXIT DISCHARGE, • - �AVAILABILITY OF ROOF ACCESS FROM TME STAIRWAY STRUCTURAL ::::::..........:.... AND TOTAL NUMBER OF FLOORS ALL FOR THE FIRE i 312912018 DEPARTMENT BUT ALSO INCLUDED IN BRAILLE PER 4 FLOOR/LANDING 518 GYP BRD BELOW STAMP ICC A117.1 SHALL BE LOCATED AT EACH LANDING OF RATED WALL, SEE FRAMING PER `_ STAIR AND LANDING INTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO PLANS, EXTEND --M-` -- 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 - FOR PROPOSED LOCATION SHEATHING END VIEW ELEVATION '' 15 STAIR IDENTIFICATION SIGN 12 ROOF ACCESS HATCH 8 HANDRAIL AT INTER. LANDING 4 STAIR TREAD DBG PROPERTIES LLC _8.21 SCALE: 3"= 11-0" • -8.21 SCALE: 3/4"= 1'-0" _8.21 SCALE: 3/4" = 1'-0" • -8,21 SCALE: 1 1/2"= 1'-0" HEAVY DUTY RUBBER/VINYL TREAD HANDRAIL 1 1/8"PLYWOOD TYP AT TREADS CONSULTANT 11"MIN .)'- LATCH TO WALL SEE PLAN7- FLOOR FINISH VERTICAL © BASE SEE FINISH AX-8,06 3'-0"X 8'-0" ROOF HATCH SCHEDULE STAIR WELL WALL -- - TYP zp FLOOR/LANDING FRAMING SEE PLAN ROOF FRAMING NOT LEDGER AND JOIST PER STRUCTURAL HANGER PER 1-114"STEEL PIPE IkII SHOWN FOR CLARITY STRUCTURALFLOOR/LANDISTRAP PER STRUCTURAL GATE FRAME I BLOCKING AS 1 FRAMING PERNG ~.u) 1' FOR GYP BRD REQUR}ED I I SELF CLOSING GATE HINGE I STRUCTURAL i., ___:AtiaLdel • \ I -------__ I rii ' IFIVA %/ • SEE PLAN - �blip. ,-,\- � .f . - ' - -. .. a .---.;," r' - , .., f0. SEE i , SECTION eo S 1/2" PLYWOOD TYP AT RISERS .%1I GUARDRAIL / N STEEL SHIPS rr HEAVY DUTY RUBBER/VINYL I 1111j 11/111\1LADDER RISER COVER o� I 5/8"GYP BRD BELOW 5/8"GYP BRD BELOW STAIR DOWN ��I! 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NOSING CO J-TRIMAP° , ,, o g NJ, = N Q t�5"MIN Lll _LIJ C7 I—TREAD DOUBLE 2x WALL I_,. - DEPTH TOP PLATES CD —— — —_ _ I ":�-:'•;v °.,M_v4. �� O O w 0 a . fis. ir i\i a SEE PLAN I I 4111111111111‘..., COQHANDRAIL I 1 STAR AND LANDING F—NOTE: LADDER TO BE MIN WHERE OCCURS ..JHANDRAILS TWEEN SEE PLAN AX-8.20 IFRAMING AND STRINGER F... ~ ~ CONNECTION PER STRUCT SRM SEE TITLE _ - - - - .� A. SECTION V # DATE DESCRIPTION '0 ROOF ACCESS LADDER 6 STAIR PARTIAL WALL 2 STAIR TREAD AT BOTTOM OF STAIR • -8.21 SCALE: 3/4"= 1'-0" + -8.21 SCALE: 3"= 1'-0" _8,21 SCALE: 1 112"= 1-0" 1 112" DIA CONTINUOUS PAINT GRADE WOOD HANDRAIL WITH REVISIONS METAL SUPPORT BRACKET AT 6'-0" ,,1 1/2% OC MAXIMUM-PAINT TO MATCH 1 CLR1 n BASIBOARD V ,\\\ \___ 1 ; Author Checker 2 X 4 BLOCKING DRAWN BY CHECK BY .. r> FOR HANDRAIL SUPPORT BRACKET Z PERMIT SET ATTACHMENT, TYP - — _ , `~ 7O STATUS �� - z " 03.29.2018 Q ♦ 0 DATE 12"MIN AT TOP *�*�;1�i' m SEE PLAN '` 1 TREAD LENGTH AT BOTTOM 0 17052 � i;3 PROJECT NUMBER V NOSE OF STAIR A)(-8 . 20 5 HAND RAIL EXTENSIONS 9 HAND RAIL AT RATED WALL 0 2018 OTAK,INC. If this drawing is not 24"x 36",it has been • -$.21 SCALE: 3"= 11-0" -8.21 SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. ota,„ .,,, _..........,7411, 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" MIN CLR eini 1/2"RADIUS AT ENDS • j d o 372D �► ,� BRIAN R.FLEENER Z 318"x 1 112"STEEL ; . 2 ...-------7 FLAT BAR PORTLAND,OR . N • HII—i • V�" tJ 3/29!2018 lvrop owsita STAMP 1-114X3/16"GALVANIZED BAR • — STEEL ANGLE GRATE WITH TYPE H-3 SUPPORT(TYP) f )(\ SADDLE ANCHOR{1" MAX PROVIDE BLOCKING ( rn L CLEAR OPENING-SLICE IN — -�� f�.-.• HALF FOR REMOVABLE) IN WALL BEYOND& c) -4, ,� SECURE __ V , DBG PROPERTIES ;; :� �- REQUIRED :: ' �`� Il i I' `.'_ . ' 6-. d LLC ' ^ 1 CONSULTANT '.•''� /\ • a\ '•`° ... . • - ' 3/4" MIN DIAMETER -\ '- �`4•\ _ ,'. - 11STEEL SAFETYp,•' � ad">\. \'• a ,RUNGS (SCORED = FACE OF SHAFT WALL •4.-- -I\-- ` - L2-1/2X2-112X1/4" r OR ABRASIVE) @ 4 a. �y ° _ GALVANIZED ANGLE g PLACES (TYP) - a. • b / • r WITH(2) 112" DIAMETER -, 1 {r . • - • NOTE: GRIND ALL " X5"WELD STUDS AT 2'-0" ANCHOR FLAT '4 - WELDS SMOOTH AND • N' O.C,AND 4"FROM EACH BAR TO _ 1 . i1 a -I ; 1 END 1 112"(TYP) STRUCTURE .•• PRIME PAINT, PAINT .. ALL STEEL, OSHA • (NP) I 4`� "YELLOW' `'I W i I N. ELEVATION SECTION 7 SUMP PUMP PIT GRATE 3 ELEVATOR PIT LADDER DETAIL -8.2 SCALE: 3"= 1'-0" a -8.2 SCALE: 3/4"= 1'-0" V 9Q MIN RAD ELEVATOR TEDOOR RAIN SCREEN FIBER CEMENT SIDING _ FURRING �� INSECT SCREEN FLOOR FINISH AT BOTTOM OF GROUT AS _ WEATHER RESISTIVE _1; ii ' RAIN SCREEN ® REQUIRED MECHANICAL EQUIPMENT BARRIER ,WRAP OVER 11:' COUNTERFLASHING ELEVATOR DOOR SILL BY CO METAL REGLET FLASHING . i I WITH TERMINATION MFR TO COMPLY WITH ICC In. J PER MFR BAR A117.1-2009407.4 WOOD SHEATHING, ,_ �— Q MEMBRANE SEAL, FLASHING AD %c ;• • . a • ; , . , SEE STRUCTURAL ROOFING ..._ .: �, • ' &REINFORCEMENT PER MEMBRANEa' `L I .''� �'�, ROOFING MFR - 'i: y/' �� / , / / 2/,/ • W HASHING MEMBRANE 1 �� I �� _ 2 Q ROOF MEMBRANE 1 HOT AIR WELD / STEEL ANGLE PER �� CONTINUOUS BENEATH �� SEALANT /�J�JSTRUCTURAL I— A I I / / . ' IM SHAFT PREFORMED CURB a -` VERTICAL FIXING ANGLE Q • ELEVATOR SHAFT ....., • ii < 0 m H 1 ELEVATOR MFR _._._..�_ � FIRE SEALANT �I All • . : .... V TRUSS BLOCKING a W FIRE SEALANT S SEE STRUCTURAL ' = • U EXTEND GYP TO • !! 0 / � ;USS _ • X i 5EE PLAN j N AND HANGER SEE .- . AND HANGER SEE ,,.. STRUCTURALIP STRUCTURALIP = O Cr LL I— NOTE: TRUSSES NOTE: TRUSSES ;. = O Q W PARALLEL TO WALL PARALLEL TO WALL N. (! J AT SIM AT SIM 10 2-HR SHAFT AT ROOF 6 ELEVATOR SHAFT WALL AT ROOF 2 ELEVATOR THRESHOLD TITLE -8.2 SCALE: 1 1/2"= 1'-0" • -8.2 SCALE: 1 1/2"= 1'-0" • -8.2 SCALE: 3"= 1'-0" # DATE DESCRIPTION s i. SEE PLAN i • ' SCHEDULED BASE SEE PLAN -• , SHAFT - ‹- UNIT! SCHEDULED BASE _ : ' _ ELEVATOR CORRIDOR = ' i SHAFT .7: FIRE STOPPING - = FIRE STOPPING SEALANT . = i SEALANT �- REVISIONS i .�/ WATERPROOFING / -; z C'v_ _ — •: .71 IQ Author Checker . •°, „ _-4 - _ � ' - _ ;. `,'- :Y _ �• . .;a: =- . •:� r _ DRAWN BY CHECK BY 1.,: ;.-; ° .f. . - _ i. ) - t PERMIT SET STATUS :• a• '•� ; • - - ,,.• , -•: ,"a `4 •-•!,-- 3, ., 43.29.2018 .' �: _ •a " • • . - -• :. _ <d - �. •. 4-.. .:- DATE • - •a• .•: 17052 � ' � '� � W �� t •' . r . �� : PROJECT NUMBERr. sb gr � . •: '° AX-8 . 21 5 2-HR SHAFT AT GRADE I BASE OF ELEVATOR SHAFT ©2018 OTAK,INC. I If this drawing is not 24"x 38' it has been A -8.2 SCALE: 3"= 1-0" • -8.2 SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. • I Otak Ar ' -cts, Inc. SQUARE STEEL HSS ., -, AT TOP OF GATE i I al , ••'' • 808 SW hird Ay= ue, Suite 300 Parti- d, OR 97204 mai a ' ww otak.am I , 20' 0" ' -I .i / . . •, y Ilk 1x4 VERTICALV\ CJ 3720 CEDAR SIDING STEEL ANGLE - ( � __ - � � � Trt - � � -I�� - - -I -A I 7 ' - -`� � + - - -I-�-'f .1_ _ _ - t I l T • • • i ! I I I i ! C)RLAtil,OR (PAINT BLACK) I I I i i I 1 i i I I ! i 1. . ---- I E ! I I I I I I I ' I i i ( i I I }ry I ; I I I I I I I I I f I I CEDAR SCREEN OF 0 BOLLARD r ' I 11 I I I ! I ' I I i I I iE I II I II 312912018 I Ij STAMP 114"STEEL TAB • WELD TO HSS iNi- I i I i Ilii I I I I I I Iii ! j 1 l I I I I I A- tu 1I i ; I l ' I I �` 1 19_11./\ 1 . -1,- , I ; , F � I � II 1 I IIII I I i I iI11 ; 1 -._.... �–� I1 I ! ' I I I i I I i I I I I i ; I I F L"Lr I Ali 1 1 1 I I I I I ' I DBG PROPERTIES SQUARE STEEL HSS l i I I I I ; AT BOTTOM OF GATE p-, „ „ ,-, ++F I I I s I I i ! i I i l I j : LLC _ f I I � • i IIS - i I II i 1 �J w�i I iU r- 1- --I- _. rt1- t 1 � � 4 - t ` -I-I- I b. -E -i- - - - - in �I ! I - - - I 4 ! i CONSULTANT i„ ,, ,, - • . U 161 1Q - 1 10 -1 16111 „ph \NNN • r q 112” DIA CANE BOLT& CAST-IN IB"DIA. STEEL PIPE- FILL W/NON- BOLT SLOTS AT CLOSED& 6 WASTE ENCLOSURE – SCREEN SECTION m N SHRINK GROUT- ROUND TOP OPEN POSITIONS FOR EACH GATE 1 -V 01 SCALE: 3"= 1'-0" a - DOME TOP OF CONCRETE FOOTING �4- BACKER ROD AND SEALANT OVER 1" SQUARE HSS ,�. JOINT FILLER GATE FRAME 14' PAVEMENT, SEE CIVIL 1/4"STEEL TAB '� WELD TO HSS -; .�'•-,•-�4., -. .; •, 16" - r•, ,I • ,'ate DIA. CONCRETE FOOTING 2 WASTE ENCLOSURE– ELEVATION REFERENCE STEEL ANGLE ��:„ 1 (PAINT BLACK) i _ ,: ' 4 _- -9 01 SCALE: 112"= 1'-0" 1x4 VERTICAL :_:_ I I 1 ,. r_ ,/: - III--'' ° _ .°. CEDAR SIDING I __ /- ' - d I :i ' . • eLi...'s , f ' = I I I --- I 4X12 PT WOOD BUMPER-CENTERED AT 12" N. .. : : / 20'-0" / AND 48"FROM FINISHED FLOOR W/ EMBEDDED ANCHOR BOLTS OR EXPANSION ,` � •I ,I ANCHORS INTO SOLID GROUTED CELLS, INLI 5WASTE ENCLOSURE - SCREEN PLAN 4 BOLLARD DETAIL TYPATALL INTERIOR WALLS I -9.01 SCALE: 3"= 1'-O" ' -9.01 SCALE: 1/2"= 1'-0" IX < 0 COPED CMU CAP -.. ; . .. - 1' d o. ,, ar • y ; _ Ce n+:,r• P .,`d',•. -. •�^ -•_ •i,. • ,�• •• _ .4.a •-s - a . -• •� St a•.� a,:1. _' • r;• • •• Il ICE Ill ��- i(7'' -F • •, _'-14.' • y • n[1 1. , ' ' .i . •'•': •r'• -'..44"•,i - 1, - •• • • ' , .1 '130- d ' -lir: / / • e- r' t '� f' y •a" ••d• L....,:-", .• _ !, .• i'4,' 'd• - • _ •a -~• • •.• ar �_•w .r- O • /. ' • ` , .-..,L - ..-- .`- _• . +:9 ,• d 'a' . 4.. .. , . • • . .. Li: ' �. e� .r�. ,1 •.-° tN$"GROUND FACI=CMU WALL WITH / % •_ .. ..^ ; ; rsi • '-0_' � Y1,. $ „ is -+ - `: J ..F- NV:1":' :': 4. STANDARD FINISHED FACE AT / / ` ` . d 1W a, Z INTERIOR SIDE •_• ;� , • •11 ...:,, ••• yf '••1 ! , 'a•� ,e:zils:: •a -•d. - . '•s . .404:;._; • �,- .,.- �• , � '� , "'• , ,gid• — �/• :•:'-;1: / • _ a • _ ,a i ••�.a • . •meq Lucy� • * -• • : ° • :4; yy •a ••� r ' • 3 •p ::. .s4:: v <'_ i ,• i -• - d• `i, d~'• -• d- ''-`., ! . sa'ti . I-_ y •+.-^ "a e•4. i• / _I I i _3--._.._.... - co ; ''' a:‘.1..,.. .1." a , .: •,. • • .. •.. •• .1... -, •,.:01 • • 0 • "rqgl ,-�•,,'-•.-'_•t•'J,..°•,_,•.,`'"i_.,;.; ;�'.•-'+•.-:•.,- _°•�y'. `- 11!_',•--',' •.�4..'g•n ,a•. `--AAII. •t• •-,•'_•i "a°1•, •4%. _."'111• -<'.• ,a!ti a,•Ld_. .,.. ,. `ni,•'".'r '••._ „...•�d'/ 1,/ / O • - •` • •• ', ..C.0-77-'a.4 •- , ' a q••:'v a._a•' • •a, +IS'r , F� •4 • -�` - '•,ti. at:-,.- • � . • .TRA1 •dte : • .- -FF • 1_ . ,,4 • .�• 6 -a + REC , • ' - -• a '• • i •' .,i, ^ x _ • r. •a. p� , , '. ' • . •& r, °••• .r 4YARDDUM PSTER i/ (APPROX6-8 X5'-1 1") toti o _. ". • - .� --, `4 „ `1 • , - ..• + ' naair �• •/ ' `• • _ •4 • •• •a , . •'•.•. K • � - -. • , • - ,/, ! • a ,I - d •�a • • •- � r BY OTHERS / f •- / a -`• ". .'• "j ' • '• .� • • • • • 4,. - i'. ' F _� t e- .4 - - • ''r • 'S •%:«` • -a• 4•. .: •Z4 TITLE / # DATE DESCRIPTION Z_zRIPTION- _ •,-�,• • • • •• , Ad '' .• 4% ,a 1• • • / .,. -• �_ • • -/ / • -� ' ¢ � •` :` *; , 1 ;r ; - ; r . . rt _+ y �d . d a , • l om, � ' • eCONCRETE SLAB, SEE % //STRUCTURAL / SLOPE N. / r - 0444%.444,_ - - - - - - ----- p .kHOF / - - 'd• - 4 '_• • - ' a• . i':_---i; N ....°:-. d.- •' :. % / I--- . -F _ _I _ —1 - / \/_--- EI - -I' I I•_--_-_-ii1-- / \ 0--- ✓ • y� , 7SOND : ii�ilx,rI.:1 •: -1I � : � 1� .� �� 4�i24� 1� �♦ ��:'. , i-_- ` _ . - I _ -- --- /�� U� • . � 4iI O� • CAST-IN BOLT SLOT AT REVISIONS . 1• � 1� � � I � a 412.04004:4402.4 1._ I— I . —.i -- / \ CLOSED &OPEN POSITIONS v r . FOR EACH GATE /� 4”CRUSHED ROCK BASE I/ �/ I/,.I I -I ! I-1 I 1 III---! II 1-- Z STEEL GATE, TYP. I 'i I I i ! €—__I:71 I .!...D'', • _ • . _ _ • , .e , - ! Author Checker i•`' ,r - • •• •' _ t a•.. • 1 _.... ) N DRAWN BY CHEEK BY • • - ' ,. .` < -• '4 ._ •••4 ^' -' '- •.: • ! i- -I I [--Iii- PERMIT SET CONCRETE FOOTING, SEE ' ' • a. ,a+. •`4 a . r — STATUS STRUCTURAL 4e : - ` �' `a• .,•.- 03.29.2018 • a' • ' ,, DATE 17052 PROJECT NUMBER A)(-9 . O1• 9 0 1 3 WASTE ENCLOSURE – WALL SECTION 1 WASTE ENCLOSURE–PLAN REFERENCE ©2018 OTAK,INC. ---..9.01 SCALE: 1/2"= 1'-0" . a -9.01 SCALE: 1/2"= 1'-0" if this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. OtakANDSEDIMENTCONTROLPLANS (1200 . c ) EROSION , Adikk Skj/HuN ERs/ �`>> Otak, Inc. RFFT 808 SW Third Avenue, Ste. 300 Portland, OR 97204 �� ,/ DEVELOPERCONTACTSTANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDmONS OF THE 1200-C PERMIT. 503. 287. 682a k PROPOSED THIS ESCP AND GENERAL CONDfONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE vvvvw.otak.com 10 �`'� uBDIVISION ADDRESS NAME CONTROL PLAN DRAWING NOTES Wm� THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, I .- _ s :, 7//� \ CITY, ST ZIP THE 1200 C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. ,��,D ` RO/. L- PHONE: XXX-XXX-XXXX 1. Hold a pre-construction meeting of project construction personnel that includes the inspector to discuss erosion and V ti`"'G �R ��/ SW E sediment control measures and construction limits. (Schedule A,8.c.i.(3)) BMP MATRIX FOR , 91573PE GR SME ST 2. All inspections must be made in accordance with DEQ 1200-Cpermit requirements. (Schedule A.12.b and Schedule B.1) PRELIMINARY J q CONSTRUCTION PHASES 3. Inspection fogs must be kept in accordance with DEQ's 1200-C permit requirements. (Schedule Bic 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 i-J- 'OT 3 20 �� I 141 t I I I PLANNING I ENGINEERING ' municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retained F Q C H��p� 5W V�itl� 1 by the permit registrant but do not need to be at the construction site. (Schedule B.2.c) SSIKtI= � 5. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described in REFER TO DEO GUIDANCE MANUAL FOR A „ iJ EXPIRES' 12/31/2019 Iy the SSCP is a violation of the permit. (Schedule A 8.a) COMPREHENSIVE LIST OF AVAILABLE BMP'S. STAMP OTAK INCORPORATED 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) HCONTACT: KYLE CHILDERS, P.E. 7. Submission of all ESCP revisions is not required. Submittal of the SSCP revisions is only under specific conditions. Submit all MASS UTILITY STREET FINAL WET WEATHER �~ necessaryrevision to DEQor Agent within 10 (Schedule iv. CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1-MAY 31st) \- , 808 SW THIRD AVENUE, SUITE 300 g days. (Sc edue A.12c and v) EROSION PREVENTION �� 44 ' --- -\, PORTLAND OR 97204 8. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of PORTLAND, PRESERVE NATURAL VEGETATION "x X x X x X D B G PROPERTIES \ erosion. (Schedule A.7.o.iii} ___1 PHONE: 503-287-6825 GROUND COVER x X LLC FAX: 503-415-2498 9. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important HYDRAULIC APPLICATIONS A:\ Itrees 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 MATTING x x X 1 4 H - �� QI Q (2)) DUST RMANECONTROL x x x x x x NARRATIVE VVI 1� V TEMPORARYIPERMANENTSEEDING X X X EXISTING SITE CONDITIONS 10. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and BUFFER ZONE x ``� M. * VACANT PROPERTY after grading or construction. Identify the type of vegetative seed mix used. (Schedule A.7.a.v) OTHER: to T l 11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Schedule A.7.b.i.and (2(a)(b)) SEDIMENT CONTROL �j SEDIMENT FENCE(PERIMETER) "x X X X X X 12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers CONSULTANT Pe -- - DEVELOPED CONDITIONS SEDIMENT FENCE(INTERIOR) X X X X <> * MULTI-FAMILY SUBDIVISION AND UTILITIES prior to land disturbance. (Schedule A.8.c.i.(5)) DEWATERING x x , .. /// iii III I ''' 13. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstream channels and SEDIMENT TRAP stream banks. (Schedule A.7.c) INLET PROTECTION X X X X X X • L. NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TAKE 14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times during STRAW WATTLES x X X x * CLEARING (MONTH 7/2018) construction, both internally and at the site boundary. (Schedule A.7.d.i) FILTER BERM NATURAL BUFFER ENCROACHMENT I * 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 ,,---C7/ * STREET CONSTRUCTION MONTH-MONTH121/22/021081)8)12 2018PIPE SLOPE DRAIN OUTLE( ) dirt access roads or utility pole pads.(Schedule A.8.c.ii.(3)) k_.. I * FINAL STABILIZATION (MONTH 12/2018) 17. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i.(7)) SURFACE ROUGHENINGPROTECTION x x x x 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 20. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from cleanout of stucco, HAzwASTEMGMT x X X X x X O C "=400' SfTE SOIL CLASSIFICATION: SPILL KIT ON-SITE X X X X X X LJ 1 1 - ALOHA SILT LOAM . 'CD' paint and curing compounds. (Schedule A.6) CONCRETE WASHOUT AREA X x x W (HSG ) 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, OTHER: 11 B -CORNELIUS AND KINTON SILT LOAMS (HSG 'C')(2%-7% SLOPES) and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic _ fluid, and other oils from vehicles and machinery, as well as debris, fertilizer, pesticides and herbicides, paints, solvents, * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATERS OF THE STATE. CO 0 11 C - CORNELIUS AND AMS ( SILT LOAMS (HSG 'C')(7%-12% SLOPES} # SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. �, mum curing compounds and adhesives from construction operations. (Schedule A,7.e.i.(2)} 7 �j `� - pk,firfai __T___.--------N ��>�� 22 - HUBERLY SILT LOAMS (HSG C�D ) 22. Implement the followingBMPs when applicable: written spill prevention and response procedures, employee trainingon spill L ` ( PpP R P P ce Pj ,, 11111kL- 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' - s. 1111 el mp material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Schedule A. RATIONALE STATEMENT Z��4, * 4 ` [ I f l L Pi] ON-SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. ALL FILL 7.e.iii.) LLI Q ... ii♦ MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND 23. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. (Schedule A 7.a.iv) A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's \4 t* Z UTILITY TRENCH SPOILS. 24. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to minimize GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. 2 W nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. SOME OF THE ABOVE LISTED BMPs WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT I Z I a� RECEMNG WATER BODIES: (Schedule A.9.b.iii) SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO 25. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant W SW HUNZIKER STREET PUBLIC STORM CONVEYANCE TO THE BEDROCK CREEK AND EVENTUALLY TO FANNO CREEK. THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO PN- removal is employed, submit an operation and maintenance plan (including system schematic, location of system, location of REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. O F / �� inlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before operating the EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ONCe � treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the treatment system Ilumi INITIAL a Z Z Go 1 .1/ according to manufacturer's specifications. (Schedule A.9.d) Q III PERMITTEES SITE INSPECTOR: 26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is responsible for CL w COMPANY/AGENCY: OTAK, INC. ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.b) lW J W IPHONE: 503-415-2428 27. As needed based on weather conditions, at the end of each workday soil stockpiles must be stabilized or covered, or other O O W 1)1 -- IIIIsi-----\ 503-415-2304 BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading to surface waters. . CZ FAX: (Schedule A 7.e.ii.(2)) CO E � E-MAIL: ROBERT.FISHER@OTAK.COM 28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather. (Schedule A.7.a.i) Z (n �� CERTIFICATION ID: CESCL ID# 70820 29. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence Q 0 n vja l - ,4T X DESCRIPTION OF EXB.BIENCE: removal. (Schedule A.9.c.i) CI CD U � I 74 10+ YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL 3 , Othersediment barriers (suchbiobags): remove H 1 ��wr� 0 e s as a Ove sediment before it reaches two inches depth above ground height and Z w ____R= 1 �� ,,,,f4.14 .- ____ H MEASURES FOR VARIOUS JURISDICTIONS IN NORTHWEST OREGON AND before BMP removal. (Schedule A.9.c.i) O II SOUTHWEST WASHINGTON. 31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove W 07, -L- o '/ trapped sediments before design capacity has been reduced by fifty percent and at completion of project. (Schedule A.9.c.iii& Imo-- 0 [ L I ) iv) cy --� �� INSPECTION FREQUENCY; 32. Wthin 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the 0 LLJ U 9 SITE CONDITION /► sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream sTITLE clean-up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. (Schedule 1111.11\ r RO ,CT `+ DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF A.9.b.i) # DATE DESCRIPTION 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 Lu M ■ ■ 11ME 11111►// 11/ ' Odk 1. ACTIVE PERIOD material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii)E �`" AT LEAST ONCE EVERY FOURTEEN 14 CALENDAR DAYS 34. The entire site must be tem oraril stabilized usin ve etation or a hea mulch la er, tem ora seedin or other methodSHEET INDEX m �Il.l1111111q. �,�� O temporarily 9 9 heavy Y temporary 9, =RIM 11111111��Jp a, I REGARDLESS OF WHETHER STORMWATER RUNOFF IS should all construction activities cease for 30 days or more. (Schedule A.7.f.i) `` 1111: [� 11 r1i q11,,,. �G f OCCURRING. 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 coveringof blown straw and a tackifies, loose straw, or an adequate covering of compost mulch until work resumes on that �� - I 2, PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY portionofthe site. (Schedule A.7.f.ii) q g P EROSION AND SEDIMENT CONTROL PLANS C IN ANTICIPATION OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO 36. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas is EC0.0 COVER SHEET & GENERAL NOTES w VICINITY MAP LEAVING THE SITE. established. Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH, be removed and disposed of properly, unless doing so conflicts with local requirements. (Schedule A.8.c.iii(1) and D.3.c.ii and EC1 .0 CLEARING & DEMOLITION PLANS (1 OF 2) NOT TO SCALE (14) CONSECUTIVE CALENDAR DAYS. iii) EC1 .1 CLEARING & DEMOLITION PLANS (2 OF 2) REVISIONS C 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EC2.0 GRADING, STREET, AND UTILITY CONSTRUCTION cl PROJECT LOCATION : PROPERTY DESCRIPTION : INACCESSIBLE DUE TO INCLEMENT WEATHER, RELEVANT AND ACCESSIBLE DISCHARGE POINT OR EC2.1 5 DOWNSTREAM LOCATION. LOCAL AGENCY-SPECIFIC EROSION GRADING, STREET, AND UTILITY CONSTRUCTION SOUTHEAST OF THE INTERSECTION OF 2S1 00 TAX LOTS 10001600 EC3.0 DR KDC SW WALL STREET AND SW HUNZIKER STREET, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY, RESUME MONITORING IMMEDIATELY UPON MELT, EROSION CONTROL DETAILS DRAWN BY CHECKED BY TIGARD, WASHINGTON COUNTY, OREGON UNLIKELY DUE TO FROZEN CONDITIONS OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. CONTROL NOTES EC3.1 EROSION CONTROL DETAILS PFI SUBMITTAL LATITUDE =45'25'37"N, LONGITUDE =122'45'27"W • HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC STATUS INSPECTOR TO DISCUSS EROSION AND SED I MENT CONTROL MEASURES AND CONSTRUCT ION 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 (Schedule A.8.c.i.(3)) in the mix must be identified on the plans. DATE a_ • ALL I NSPECT I ONS MUST BE MADE I N ACCORDANCE WITH DEQ 1200-C 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 • INSPECT ION LOGS MUST BE KEPT I N ACCORDANCE WITH DEQ'S 1200-C PERM I T REQU I REMENTS. sediment control BMP i.e. (filter bag). PROJECT NUMBER ATTENTION EXCAVATORS: RETAIN A COPY OF THE ESCP AND ALL REV I S I ONS ON SITE AND MAKE I T AVAILABLE ON REQUEST TO 3. All exposed soils must be covered during the wet weather period, October 01 - May 31, "' OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. DEQ,OAGENT, OR THEN LOCAL DAYS, I C I PAL I THE ESCP A I TACT I NE TRU I TDOS OF GREATER THANASEVENR (7) CONSECUTIVE CALENDAR RETAIN ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN LOCATION. (Schedule B.2.a) ECO . 0 N COPIES OF THESE RULES FROM THE CENTER BY CAWNG 503-232-1987. IF YOU HAVE ANY QUESTIONS 1 ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO ©2018 OTAK, INC. 72 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. O If this drawing is not 22'x 34",it has been a reduced/enlarged,Scale accordingly. ,. .t.1) a a .;... Otak iro 3,0 spri. . e.,,....._ L � Arf:v '� �, ?.;;' Otak, Inc 9 'r �L J tit' _ ! 808 SW Third Avenue, Ste. 30 .' f �, Portland, OR 9720 �►j, �i , 503. 287. 682 `� _ 1 � `. i:,-,�' www.otak.corr 1„I',..,„,,ri.,_--;- t,., I �' ! ,,,,Al • re- �. �_# • 44. P V:4141� � `�-�i. -� v 91573Zip_ y �_ � ' / -�� r PRELIMINARY r /! 7 \I 11 til �i ! j A T 1 3. y / I 1 �I !J\ / ) D. CH\\-' . I ` 1 ICONSTRUCTION�,i . _ , I + )14r TR IUN NOTES 4! .4.N. r.r �,,I I �` I i I I i' EXPIRES: 12/31/2019 f •4'=`.ie' I0 ` t I 1 ' I I 1D INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0 STAMP Q ' �'�oV 2 i i + I ' I .4-If C:,., ; ` t i ` ! I _. e 2 INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. n - r + I J ` 1 I \ 1 + ''' , 3 INSTALL SILT CONTROL FENCE PER DETAIL 875, SEE SHEET EC3.0. DBG PROPERTIES .L++elk. li � lAiss J ` V + i �. ;r`/ LLC � '�f l� IVI ! 1 , t 1 1 ti� r 1 it N....) '• . �,1�a I► +r./ `� �si f ; f Ij r/ 1 1 /IJ 11 1 �`�# , T r Ic' ,r- . / ,/ 1 �I 1 I , I I► ti.r i �`� THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME ��• -' �• • ' 4 ^°' I ' ; , ' ; !/ ^�;;I� "DRY WEATHER" CONSTRUCTION. "WET WEATHER ;' �� ) o �` , j , i ; 1 ! ,' , ,f .; : CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN q O ,, :/:iiiiirt:ixiik:' • 11 r1 , 1I1 ! _ ; � OCTOBER 1ST AND MAY 31ST. � _� is„. a„,., 5 0 \ a ({N_� ! i ? 1 / i ! 1 12 {> , ry 1 r ! ! ., of igivi. f , 1 + ! / C CONSULTANT �'!r ry ! / ! f �, fI lf1 I I / / �'41:40 Y I !/ rt�►"r # I 1 1 I I + I / ,I / ,/ wiiiiii k i111 ,/`' r i I I 1 1 •\ I 4 / ,,-, i, , . •.,i, ! %kr/ I ! . GENERAL NOTES: I , I \� I 1 ! 412.9 011 1 05 i 1 i I f *010/ / I1r ! ' i ► i ! / \ + �I��f1/ �; �j� '` � � f r' r I 1 ' \ ` 1. SEE SHEET EC1.0 FOR CLEARING AND DEMOLITION A 1 / / 1 1 I I °• ; :1111114011..a. ' I I r1 f ! i i yit �_. EROSION AND SEDIMENT CONTROL NOTES. 14.1 -10 / / / / /Y ! ; f 1 / all; 1 r'f- ! f r , I I I f I I + �_, . ,/ ,: �.21/44, t' ` N / / / / / / �. / ! I I I r I 1 I I / I t \ . a . `, tt _v ♦ ' J ` / / /, /! !r I` ,.1, ' r rr r1 1 I J rf f I , If 1 V 1~`` \, \`N f�,•!,�'� LL 11 / % , / / / / I '� l I ' I I I r ! I I i 1 ~ 11j• ,/ ! II ! f1/ // ! rfI r r I1 t M1 II/ ! /I �! % !r i1 1 I 11 I J' % I I1 �, / / / ! ' / I ! 1 1 I 1 I i 1 1 1 + / / \\ ,,41111:: `I '--.'''''- / , %-e) t Vii;` (1011 / / 5, 2 / i `''.�'^ / ,' ! / , I 1 i / + 1 ! I I I , I I ! i--/ r! / / II , ,' 4I / / ! ' /i,'.rka ! i / / / / 1 i 1 i ! ! i ` X` -' i /7�' I! r^9 �� ,' ' �I.! / ' / ' ! ! 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Ntj." %' ' �' ' 04,1_ // /'/ /' ,' �a // i ,/' ,/ i / i i i % I i�, ,/ ,/ kV ��. ." ! 1!k� 1 i i I • - / / L / / / / I ___,„70: 7� / rte' / t ,�' ,/ /' ,' ,// i ti / i // /' / / % / / / / % / •' �� %/i �.-t\ I �� } Lew III _y�,..elk- ,' ,, , , , , ,. . / / , , / , , / / / . / / /it ,, Ir �. rr -. I ,r{,;' i I , LIMITS OF DISTURBANCE s�• ---7 , / ..1. . . / , / , , , + // 1r! - t • . - • „ / / / / / / / / / / / ' / / ! 1 I 1 ' I' I1 1`` 1I t d t 11 ill 1 ,i1 I � O [2; _-- �/- ll - -/ /, p I / 1 / r ,:r , 1! EXISTING CONTOUR (2 FT) 4iiii _ -yR, - _ - 411 ; ,ti 1 s _.1.'::,1,.....,), . _ EXISTING CONTOUR (10 FT) — -270— O< .. .. Q w -232 / Eta , / , / / / / ! / \% / / - r / / / / / I pQ , / / f \ r�� r r tet` , �r.� _I r�fftt 230 'f . – – – – – . , / / / / / / / / / / /.!: �`- - 1� ` _--- /� i /' ,/ / / / / // p`4 , / / / �- ,_�� 1\ / ! l:,lr/ \ X X X X CL W j p– Ij. – -- /- ,- /- / /r /' /' /' ' /� / ' / / , I - \ i .l ! `I / . i i' SEDIMENT FENCE (TO BE :_ _ INSTALLED PRIOR TO GRADING) Q O •� t -- i / / , / , / / / / / r / /Irl 1 O �..J w�( - 228 . - '1Jr . . / / , / I /IrI / �. J ° T'� _ I /�'r� �r�� --- //' /', // /' r' /' /`/ ery�O % // / / I f/ �/ \ t / / !.I,/! , ___-- lat .... - _ „ , , , , _ ... _ ---' _--'' - ; , , r..,„„ ,„ ___-_..— \ ( ;'l / TREE PROTECTION FENCING --� (� I Cn f: z - kg- _ __4. . - No ......- .... „, , , , / , „ „ „ , / , HI, 1 „ -� 222 ��►- --- --~ --- -' /„ „ / /, // /r f, % --- ;� '/ / 1 _--l-} I 1 1i i! ►rg,'►/ 1 _ rEt — �__ ,r , I r !I! ! I STORM DRAIN(EXISTING) so 0 0 0 CD 1- 1 / – ' T--- _--`~� –'– i/ /- '' /.0 /'/ / /' -/' /'` /1 1 ! , / 1 111!////%/%!r/ 1 I tekii __ +_-'– / .- / - , / , _- / `L I I I / I 1 11 1//dm/ 1 Z 1B _ _ _ --' -' // i /' ,/ / ; , , ,`� ► Ir 1 / r' !11/!1/i///I/ 1 CATCH BASIN (WITH INLET ® O Q UW _ -►–'�- '_ --' / ' /' / i / // 1 ! ' r 11 I111�' lair r I PROTECTION)(EXISTING) W 0 (I) LL� -` 6 _ --'- _ –►� ' - ♦' j i-- /' i ! I! r 11 rlll','I%r ?I/ ,/ 1 i— W -,2 --- -�--r- _ -- /-...... /- // /- / / /- /- !- 1 1 , ! "--~_--''. 1 r.f wilt...t _ 1/1l/ �- --- - / / / // ./... / '- '- ................ -`` I i / , r IIIc r I PROJECT BOUNDARY TREE TO BE REMOVED �,�t Lim U W U 2 – - - r- – – – / // ---��` // ,45� ! I /•`1 I 1 I y TITLE rvfr� _ - !r CONSTRUCTION ENTRANCE '�'�'�' - - -- – ' / / / / / / - _� / ! ,., / , •Y'-Si 44 -- W �- _ -- -`- -'-- /--- /'- -/' 1 / / / �\\_%�,'- .�� i 1 11�.. r' j I �J DATE DESCRIPTION _ / I�r ! / / / / r--- / Q W I .Zoe-- -/-'' ---- --_- _ -/ ----' /*/ '-�__-- i ----' l I'i ,', I DRAINAGE FLOW DIXX RECTION immill.o. /) _ ...._- , .„ , , I �r-,. •/ 't•. .- --"" ...' ..•-•' ..•-•-• / / •-••• / / A•f74;4' ,'/! / 1 w- ia rlif . z , ....„ _ , , , 7 --- , + - ------- , _ , , „ - / , / / _ p' !1' I I O -- / r_- _-- __- -- -- / / , / , -�- / a. l/ !!Il / I / ----- /-- --- - -_-- --- // ,' // I / / / /�\ ,/ / j ,lli�{ +iif1�,rll 11 U / i''l 1, -- ---' --�~~ `_-- --- ' // ,/' /// / 14,' / ' 1 ! I /- rlr,AM `Il,jl�/ /I 4. � - ,�Q ----- -- _ -/ / /' / I / / >�f+s/i / r O i-� — — l — /- - -� _- -- 1 / / _-- r --- ' et . 1'+ N// / i G - — — —�� - ��` / ./..' / / I I I ,\�6' ./ . \I ! / REVISIONS --1� /ti-- – _ -' -` �.�= ,' /'y % 1 1 / ----- k,�ji wry //�rl p - .- _- ----. __- -- .- `'' - - / _ 1 it - _ �X frT.. / ` '�:X —x — X — X� x X _-xX x ----x' x X-- x x _ X --x- , ,� _ X xr X X--,—X .,— x,-7--g ..atikv _,; !..,118:44M//,,! , WET WEATHER EROSION CONTROL NOTES: o f ` ,� •,r , • ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER SLH KDC VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN DRAWN BY CHECKED BY SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE CONDITIONS USING THE WET WEATHER o EXISTING SLOPE EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN PFI SUBMITTAL 4 BASEMENT 3 MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED STATUS N- IN ALL AREAS EXPOSED TO WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN 02/26/2018 AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED DATE ' PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE 17052 EENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF PROJECT NUMBER co 71: 50' 0' 50' 100' VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST N OF EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. r; SCALE IN FEET Eal ■ CN ,� m 2018 OTAK,INC. oIf this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. Otäk 4 L, . , \ Otak, Inc. 300 \ \ 808 SW ThiPortla d ORvenue, Ste.97204 \ / 503. 287. 6825 \ \ i www.otak.com \ PROF \\ \\ // �7 ,/� ,� :f441‘' �� I v5�` G t N t ��1 \ v �� `-Q`� i 91573P�9r \\ ��\��5 *_'_2'F'_ --lag_� f PRELIMINARY S _ j� 7 i' �' t AOREGO O 5 j"\"---.).:__'1 3, --_�' � 0 _N \� \` LEGEND : �L� ' - M ''.�`�` -`\--_ ------~-zoo-�� ,%,: _I EXPIRES: 12/31/2019 rr �� `'`` "`�2� -► ,- -� LIMITS OF DISTURBANCE STAMP –� I – _ ------ _`� ` -"236' - + r- `�– __�. _, ,.11.61-2 EXISTING CONTOUR (2 FT) - -- - 268- - -- _. ' t . ,-,,' – , \– `�\ ` __232 / ( ��-� --- -- --- i�"° DBG PROPERTIES \ ` '\ \ - - � � EXISTING CONTOUR (10 FT) - ---- —270-,..\ !2 :: ::: \ '` -t12-3:-- ;�-_ {R,.' J � _-_ �.� _�,, � ` '____ � _ zz8 SEDIMENT FENCE (TO BE • - `' _ + - �. •� INSTALLED PRIOR TO GRADING \ =: __ -- _"�`� ~` - --228._ _ y _ i _asi - - 1-74-e r 14-- -"2ks+ _ TREE PROTECTION FENCING 0 0 –– 7AIWAti- v . – )f Vie" ° -.. – ✓\_ .,......_. – –--..4 - ––1c \4_1 `--- _ _ �i4 `'1.- " / -- ' •,►' - ;� w STORM DRAIN(EXISTING) CONSULTANT NO PARK/ �.� \� %`.\ ��\ --` –�-- --~__– ,_ :/;t'! 7 �1 f M 18 -tli \ . -- -224--� _____________ , ' � ., _ ti}"1"):::r:71 0_' i _•• --- - --~ �; `; ."-‘12•::::::-..11:1- ~ CATCH BASIN WITH INLET ■ -- � • ; ______-- lee --_-- ___'~ - --- __ - ___------- - , -- _- - 0 we.. _..., - - - W PROTECTION)(EXISTING) ---,-- .e. r , _tw, 104— . . ,. ...... ....._ -_ 1 --- `` '`- –2f8–�_ - - ---- 40-1...i.-----,_ , "6 ``-k---� #� 111111r. _,*�"' °11,0 - f TREE TO BE REMOVED '714 1 \�\ `�_�– \`\ ♦♦♦ "1,� - `--� –'?!$. _ ---- _____ – cwt _ .41440-h, ' •►, 'r t,J r a-Oa 04 xa j 45 ~#41/4 W Eli 1�- ` - �Z4�- --' _ - � I � -• -; _ Or - CONSTRUCTION ENTRANCE ►t•�•f•r: 0 0 - Y ,c--„ -__---_,-\�`� - - _- ' ."-2c.-,811°::::: ______�`-ti- 0 _ " � + - do ___- - DRAINAGE FLOW DIRECTION � Ll_ ',\\ `- --` `\ -`' --.,4206.._________:----,____-------------------:_:::::-_-_----\ `LLQ - ~ ^ _ - --' t" ...49::-___11__;t,__ r ~ _ - --- .......1:::::-.-, �� _ _ � , \`- . ii.__�� ``' -- ,� y�:� r s---yid-��•t` '.r - � � i� _ „....: ^ - + 1 \ -- - ?�- – ars `` dip ' �`��;` �1'_ �I� ~— --~ �� `\ �i9 `�' --�^ • �Y � �• Ria Tet �_ -- rte~ �r� *��}�\>'�� \•r -~ ` ~/_ ` -....."------ V.--''''..-- ---114,,_— �-`�— — -�r��- 0 � � f►` — — =�-ti fir^'-__ +�_ _ -rr �. 1yi i.ti05. �.��t►:��.}+w��, r �' _ -- p•-. � �sem— — – – �+`� 1. � ' Lr +— — ` ,. ` - –- – rte' \� co �' e�� - _-sem - � h. llX �” ` �~ ,�; �L..:`'_ _` ,�.— �---=x- x Ajit.rte.: ., -A" r x `x'�,�x� __ __ x x- x x X- >�---�c-- x---X x x ''x' x xx Z —1 CL .1-.' ; � 784 ,,..7_,,.,__,-, -� .i,____:,.., \ ---- ____ - _ `\ ----~ __ •••• •-•- y ��^� ALJ lir -�_-� ..-_ _ EX. SLOPE EASEMENTI UNI o ---\\ PROJECT BOUNDARY 2 HI --__ - .,, i— 1` 4 IX o _ `_ ' a Z , ,, 0. 0 w11 i. a 06 CO-`•t:tk li\i, - CC z ,___ . in rn< 0 - W ° � w PRE CONSTRUCTION, CLEARING AND >- 0 J EROSION AND SEDIMENT CONTROL NOTES: CONSTRUCTION NOTES: LL Ill 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 a [ INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. xx w 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, iii STRAW WATTLES, OR OTHER APPROVED MATERIALS. 33 INSTALL SILT FENCE PER CWS DETAIL, SEE SHEET EC3.0. E z 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH LI INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0 co ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. a 0 W 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE "DRY WEATHER" CONSTRUCTION. "WET WEATHER" KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN c� 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. RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. U 0o 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON ANY FOUND SEPTIC SYSTEMS, DRAIN FIELD, EXISTING WELLS AND UNDERGROUND OIL TANKS PER SLH KOC APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. SUBMIT DOCUMENTATION TO THE CITY. DRAWN BY CHECKED BY N N. 7. CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE. PFI SUBMITTAL o STATUS 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 0 50' 0' 50' 100' SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE 17052 Li CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO PROJECT NUMBER kri SCALE IN FEET WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE ENGINEER AND CITY INSPECTOR. IF ANY EC1 • O N ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE ,) REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF ©2418 OTAK, INC. ti EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. o If this drawing is not 22'x34',it has been a reduced/enlarged.Scale accordingly. LEGEND : CONSTRUCTION NOTES: GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: Otak INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.O. 1. OPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS /� LIMITS OF DISTURBANCE MN = IN MI MI TEMPORARY SOIL STOCKPILE OTHERWISESEEDUSED AUTHORIZED:FR TEM 66 AREA (SEDIMENT FENCE LI INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.0. A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE ID r EXISTING CONTOUR (2 FT) CSEED MIX. Ota k, Inc REQUIRED AT PERIMETER) Li STOCKPILE LOCATION. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 30 EXISTING CONTOUR (10 FT) - -270 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 97204 CONSTRUCTION STAGING AREA //////// D INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0, 2. CREEPING RED FESCUE (20% BY WEIGHT) 503. 287. 6826 www.ota k.torr SEDIMENT FENCE (TO BE x x x x C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) (CLEAN ROCK PAD FOR SOLID & a INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. 1. ANNUAL RYEGRASS (40% BY WEIGHT) �� INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, 2. TURF-TYPE FESCUE (60% BY WEIGHT) ��, `� FIs s❑ INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. GSNE TREE PROTECTION FENCING o o AND METHOD OF CONTROL AREA) 5 '� ER y 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 'z 91573PE r k PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3A• THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY STORM DRAIN so CONSTRUCTION PARKING AREA k k k k , s OREGON (CLEAN ROCK PAD) k x x k k x s❑ 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 . . (iOT z°,:° CATCH BASIN (WITH INLET403 WITH APPROVED MIX AND APPLICATION RATE. e((, 3 off, INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. aC H\� PROTECTION) 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, STRAW WATTLE SLOPE • 0000000000000 10 PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING WOOD CHIPS, OR OTHER APPROVED MEASURES. 1 EXPIRES: 12/31/2019 1 CONSTRUCTION ENTRANCE ;:;40=, , PROTECTION BMP STORM DRAIN. STAMP 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 - n DRAINAGE FLOW DIRECTION SEDIMENT FENCE FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT OF THE STOCKPILE. ted-r- - `'-1-1 L , (TO BE INSTALLED AFTER GRADING) MAINTENANCE. DBG PROPERTIES 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION Lac CONCRETE WASH AREA DWASH 1=1 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 DOWN DRIVE AISLE CUT. 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL - 4 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE CATCH BASIN (WITH INLET $ 0 SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT "DRY WEATHER" CONSTRUCTION. "WET WEATHER" Z CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. O OCTOBER 1ST AND MAY 31ST. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 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 H WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. C^ PERMANENT 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS Z SHALL BE PICKED UP AND DISPOSED IN THE TRASH. VEGETATED SWALE LIMIT OF CUT/PILI_ 0 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 1 440.#,, 6 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 11/470- 46 0S _ -.:"/ 44 .' 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENTCii) H ..\\05 °.- / e,$§0- '"‘,4 •'` © INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. N` .- 4 t--- �. I - I- 6 _1 1 • . ' `• (-oft-. °°• �y PROJECT BOUNDARY Z H 1 ° �• EROSION AND SEDIMENT CONTROL IMP IMPLEMENTATION: y® a7 Ill ❑ / ' ` ° ° 00000 ' .!-/ . ,�,� - ,� ^ T 1, ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE2 Z IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. ♦ 41/ ..-- -- ' � , Q 1\ % ° _ °y°••'• ©� �01�" �i� 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF =� ��., -'- -'""'°'°'°"° °■°'°+° -+� FINISHED GRADE AS SHOWN ON THESE PLANS. csH 0Y . _� 23a +♦ t •° 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. z W.d�l�� t1 joia , 230 +O °' \ - .�,■'r :kr; •��- / ' O Lu �� iota r _ T., ° 0 ;,i. 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND 0 J !".. '" lir • i -- ° , - - n / SITE PAVING. LL 0\ 101 * * % * ,,,_.,%. �a �: 1/4� �� . ilik i;/ ''' 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. a 0 (n .-- - . 16 13 c.N yr f A . Q o /�j��'f�...440/1:111/4 .!�.z1",� �% - -- ` V• \/ �� QJ CJ o o o_0 0 0 0 a �O .--:-)•!.‘.4,-,40,- ._ ��1�� ' -V�d� � •\�� 4►//� _ LU rn R 12 0- .,. .‘ .... ° o�°m°=° a � �, o \To ° o ° o � .. ° � � - ' �► � '11i� OO .�t�lr -' II. �.�0 I- - CI V U aio 5 .a l l °Y°■ f°C, ,, ■ , n ° . . 0 - o - T• .mt � T �\ ttr �j ,.. �I��'' n V ' m - �� - W H -411 is �' �. _ �� TywY =�O�OO ' 2�0 0� o �� -,1 • _.��,� V7• lc_ -°.-��,� J;iip�/ o ° w ` - 0Cr Z • - - -: . ' . 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YX__-X=- X X X 1 X X X X- p �X�X REV1510NS s a SLH KDC 0 v111 11 © 4 DRAWN BY CHECKED BY N 1C) L UNDERGROUND PFI SUBMITTAL T.= \`\ 10 DETENTION BASIN STATUS o o 02/26/2018 ti 4 DATE ill 17052 E PROJECT NUMBER lifn co ', \ O 60' 0' 60' 120' N 17. r 0 E C2 ■ N 11, 1101_111111. 111111i SCALE IN FEET ©2018 OTAK, INC. ici If this drawing is not 22"x 34".it has been a o_ reduced/enlarged-Scale accordingly, LEGEND : GRADING. STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: Otak , _ LIMITS OF DISTURBANCE MI MI IM = MI TEMPORARY SOIL STOCKPILE `. • 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS /, LA _ AREA (SEDIMENT FENCETHESE EROSION AND SEDIMENT CONTROL PLANS ASSUME OTHERWIA.SE VEGETATED AUTHORIZED:CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE EXISTING CONTOUR (2 FT) REQUIRED AT PERIMETER) *1111r111.* "DRY WEATHER" CONSTRUCTION. "WET WEATHER" SEED MIX. Otak, Inc. EXISTING CONTOUR (10 FT) - - -270 CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue. Ste. 30C CONSTRUCTION STAGING AREA OCTOBER 1ST AND MAY 31ST. 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 97204 503. SEDIMENT FENCE (TO BE --x--x x x / www.ot k6.corn 2. CREEPING RED FESCUE (20% BY WEIGHT) (CLEAN ROCK PAD FOR SOLID & C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, / 1. ANNUAL RYEGRASS (40% BY WEIGHT) �� PROfF�J' TREE PROTECTION FENCING p p AND METHOD OF CONTROL AREA) /////// "y��' 2. TURF-TYPE FESCUE (60% BY WEIGHT) %�0\NE , �Qy 1 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR ' 91573PE 9l CONSTRUCTION PARKING AREA x , x k •( THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY STORM DRAIN x '` x x k � s OREGON (CLEAN ROCK PAD) x ,, x .,, 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING FA s �� CATCH BASIN (WITH INLET /1 / WITH APPROVED MIX AND APPLICATION RATE. fl T PROTECTION) `tea. �/ . 4' D. cHA\-°� STRAW WATTLE SLOPE • 0 0 0 0 0 0 0 0 0 0 0 0 o *•yy .� 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, PROTECTION BMP - WOOD CHIPS, OR OTHER APPROVED MEASURES. EXPIRES: 12/31/2019 I CONSTRUCTION ENTRANCE -0 •- '-- -�� a JTAMP • .- •� * /�� 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, DRAINAGE FLOW DIRECTION SEDIMENT FENCE xx / STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER {� / / + OF THE STOCKPILE. __r-T-LA �! Th.L- . (TO BE INSTALLED AFTER GRADING) 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION DBG PROPERTIES s....----- ` LLC CONCRETE WASH AREAWAS� : illij .��'u / .�j CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDINGLIMIT OF CUT FILLO • . + #rl !I25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. ��o .p. ►� 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OFA FINE CATCH BASIN (WITH INLET , , SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) .s(' �%r'!'` - o" o t �/ 4 TYP. -t" � e • '� + �� 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF +4';:f} + o °o THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE . i'' O r ° 00 Ii REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT } ` ♦ OrLIMIT OF CUT/FILLrZ 1 rr9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. 00 ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. O i 010. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF � r -- t ° rI SEDIMENT AND SEDIMENT-LADEN WATER. UPROJECT - '� r r 0 rBOUNDAR . ,' 0 r , 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF D r �� fY / 8I THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' L.L `r 49 , �✓,y,� r °% ° FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE : ty� j. ► r ° /Ai/ WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. J'' ' ' j • ',;�% ` { o 1 ix 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS z PROJECT BOUNDARY +' `r 'l I I pySHALL BE PICKED UP AND DISPOSED IN THE TRASH. �� ' : .'`/,� ` , 1 , ° ■ 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. O R I U I on Y ° ° © 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS.r I0 r °' O r i. 0 I . i ,• rr � ° ° � / 1 r + I r 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT (11) I- Pt j �,y=�� o a N /ry� f i ° 1 INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. Emil. J 0 - so I I I /1,17._<:17J tit: ; / ,./1 - to ---74rv.' 4f,'"ir . -„,,,,, k - I Z I- '0 *. ,o - / ;, o , // ' MI 1 ii EROSION AND SEDIMENT CONTROL BMP IMPLEv1ENTATION: 0 IF ' If' I , + k : i ° 1. ALL BASE ESC MEASURES INLET PROTECTION PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTION ENTRANCES, ETC. MUST BEE 7 r ° IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. !/ ' t \ / i ; s°11 #° ti R. / I 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF 5 8a'/;;. .� : , , ,��/�__ ' / r , FINISHED GRADE AS SHOWN ON THESE PLANS. Ce �. ' ��/ / ,r Q* 1 /, / J t ; \ �� • 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING° SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. z 1;-.00;.4i ih. , - 0 CI) w WI mi 0 _iio,„ • 0 %Itb ,:,„.:,.::/"...---- , , , ' I /1011411 - 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND © /. / fr-��`, �; 1 SITE PAVING. WIZTYP. /. �� ' / TYP. !' 1-cy '.. . t,.' may, ,,� L �® TtY.. ,' �' i��jJ ' 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. Q O Q (n`� 7 „• . r ^S/►� �� 'moi /� ' \ � I / \ , �,1 ❑'o V " \ 1 r 1 " Ii 1 CO F- .-- , ee ,04 A. _:fir ,. , ' � �. � r r ' ��r� a*y► Qr��.`. �. -04'_r`, :41/,.,.711,k/ /- ICD o a_o_-----. 0 /..• ) -- ,., Z will" , , , " ' Jaz,fignork aow % / / r_ /'r Q T O is 1 - �//J., , / O Q -- 4�'` s -�' % rr ,, CONSTRUCTION NOTES:�� ( 1 ---,•,. ,,.f LL U w 0 �� ° ° % �ti INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0.5 •O --03�` / ° / � ° i ! iI 4 ❑ TITLE Nt ° 0e. dor ° ° ° ; INSTALL CONCRETE WASHOUT STATION PER DETAIL fi, PER SHEET EC3.0. # DATE DESCRIPTION W , Ir STOCKPILE LOCATION. xx ° ° ° . � ° ° ° At ' I fl TYP.Wlas NIIINSTALL INLET PROTECTION TYPE 4 PER DETAIL 915, SEE SHEET EC3.0. W - - -� r I { )o _ - ;- i - i i - •z� 1 I I " I , ' INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. • rJ saTYP.Ell ' iIi.',', �,W INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. Ws r . -. -, . ,� / % - rQ if J I �, �` 3 LI CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. _ --''�f s+` � - do { 1 r jlif.. „„,,Vi I PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.0. : L?!. � _ I �y REV1510NS di mai - � IIIt ! INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. 6 UU _ Z- �� V `� , 1 j ,� a°, ,�� r� s INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. Q - i4u o Cid _ 727‘-n I 1vv _ 7T ivu • Agit �_ �� --•��.- �� / SLH KDC �_ _ �� °Sd �_ SSd SSd aSd '� �r/1.1 = _ ..mow■� #��1 1 o PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING DRAWN BY CHECKED BY N s _ �' _ ff, �I fly '� � � STORM DRAIN. 0 .,::. ;.1:,• r� � �,. I STATUSPEI g - ° ° " '� � v�/MR : ter:: J/ �� / 1 CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD N- rr ti... �•� /�, FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT 02/26/2018 i9i� X-X-X-X-X-X-x x xx"`---x X-X x x x x x � �� '� '�'� •ri X X xik I ��Ni / 1/1Ni MAINTENANCE. DATE ��!°44 r El INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' 17052 - rr DOWN DRIVE AISLE CUT. PROJECT NUMBER co TYP.fl 6 0 TYP.® 0 10 60' 0' 60' 120' Q 6111M= Miii1=1 E C2 • 1 N c7 SCALE IN FEET 02018OTAK, INC. 0 If this drawing is not 22"x 34",it has been reduced/enlarged Scale accordingly Otäk• _....lotgedif Otak, Inc 808 SW Third Avenue, Ste. 30 FOR FURTHER INFORMATION FOR FURTHER (FORMATION FOR FURTHER "FORMATION Portland, OR 9720 '• ON DESGN CRITERIA SFE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE 503. 287. 682,E CIIAP7ER 4 OF CLEW WATER CHAPTER 4 OF CLEAN WATER f ,+ i CHAPTER 4 Cr CLEAN WATER 440 WIXO T CONTROL IMOAIO SENT CONTROL• (� 1 r li�',I L 4 MC SIT CONTROL //'` VU}MN.Otak.GOIT PLAITING ANO DESIGN MANUAL PLANNING AND aE81aN YANINAL ,� 1!I ' ` ill' I i. UNDISTURBED PLANNING AMD DESIGN YANIJAI. �0•S SS Qo\�' -' / S° M r 11 • E A4.- ?1, , .: �N. rip PROFc 1 �I • \\ 9,0 9,0`�C : 'a ..b. .• �`�� O IN ( i�O _,.. A".-....7 6,1 oQ v .�' • 91573PE l /� ;.n:. :a:.� . .,. . PRELIMINARY AVI' I,I t r // S, OREGON �'•'I 001 / 4 •A. h•' ,.�, .f_ �A O� •�--�' i lel 4�l11 4 � � / ,::• . , ., . � •r• •4, •.a ▪ 1 3, �� ill `�� y1141114- .....-.."."1____, "elf /� // RADIUS ...25... ..N.-:46 '� MITI. +•.o• '• ••D•' - a � � D C 1��'� l � :a. . . ELF g5 I. 1 6, 111111 `111111111i '�.._ '-'-"-"- _____,.._.....---"-7....--. .----....-. CLEAN REIT RUN CR 3"- r CLEAN ROCK 'AO 0�\ OF �{` NCF Slr oVF11LAP r I DRIP LINE � - ' � + SUBGRADE �T e�\�GO- ----"--------_________:________------.:::__::_________-- yl�� JSTAMP ARES: 12/31/2019 GECTE)cl#.E. As REQUIRED PR f ♦• •4.4 ♦ ♦ a i a + • • • • • • • • •} 9EENo,ENo a 6' DOMESTIC STUD TEE - 6' MN -� .•+•! +•+•! + + • + • a CULTIVATE 70 CREATE FURROW: T J t� •+ `••'•+••+•'••w•#•' ' ' a ' . I POSTS ZIP TIE ATTACHMENT �� PERPEf1oNCi11.AR 7O SLOPE DEPTH + •+▪ + + 4'. • •+•+ •••4• •+ + ••'4 •20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL • • • + •,' • • • • • " ' • • • • • + 70' (3) PER POST DBG PROPERTIES ! ♦ a 4 a 4 ♦ ♦ ♦ r • a •:,- } , . + aSill + w + a . a • + !▪4 + a 4 4 + 4 4 4 • . a 4 + + 4 « a 4 . + + . . . + + 4 4 a •• + TYP 1 I GRAVEL. CON51RUC1101! F 4 + 4 4 4 4 + 4 • + 4 4 + ♦ ♦ ♦ a 4 + + +• + ENTRANCE Cl1Re RAI' .•♦•+ • + .4. + ! +4. + • + + 4 + + . + + + . . + 5' CHAIN LINK FENCING j�lI - + 4 + 4 + 4 4 4 4 + + 4 ♦ ♦ 4• + 4 a . 4 4 a + 4 « n I . L n n I ; LLC _ • + •• •• •• •! + + + 4 • + + 4 • • • a + 4 • • • ♦ • ! ( ` , �, 1y 1 •• + • • • ♦ • • r r• + • + a 4 • + 4 4 a + + • 4 III _ • • + • • + • 1. + 4 • +.I 4 a • • • • • • + + + r • • + •+•+ • •a•w• •. • # 4 4 4 . ••4 I. •a .4' ••+•+ + •+ + •+ •+ + ♦••♦♦••��•' ♦'►• •,�►••♦ . PMEMENT ... 4 + 4 + + ••. . .+ • 4 4 + + _+ , , • . •♦ • • •• •• a + a ♦♦.�♦..♦/'.4P O' I 4 s, + +. . •+ •+ • w ♦ a •# •••a+a•♦•w ••a *+•••+•. •+•4+ a +• 4•++. ..� ♦.../1.��w..!♦'♦.'. . \-\ 1 i s /4eI� Iilk 4 d e d r: ••++ ••+• 4 + • , •4•+•+4•♦ • ! •-• •w as ++•r•+•4 i 4•♦+a ♦t++4•• ♦ •, ! � :� ��,�� • VENATION r / /f.,/./. y, `,��,�,; :. �„ ,i • # a • a a'• + •••a• + + , •+•+ + • ♦f w 4 , �•�•T I{ ` ` :::,..:„.....y Yrs M '�•''? 4'• + . •• • • • • • • • + • 4 ••+• •• • 4 ..•• • • + •• + • • �- i0 ~-_-� M �ri �l ``��,`•`•�``•`.4.4.4.``• .I 1:.� i. v! .�, r ;♦. t. ... +•••a•.....• a • + ♦+•+, •♦•♦+•+•+•••+ + a• +• ..... 4 4 ........• ' �r��• •' • c _ + + • + ....... + 4 + + + ♦ 4 f . +a J• . + '4'4 + a 1' 4 + _ylr /, ` ;' .- f �� -r INTERCEPTOR ��//�*��/�/��/�/1�I�/��r - +. � .. „•,� • • ' aU -.� _ �} + + + 4 + } + + + «++ =44 . 44 ♦ + i + . + + + CRITICAL ROOT ZONE `_ =II SWALE • • �1.�.. �...• • • • •��l -“:11i 4 ••a+• ••*4••1• a r • • r ••••••••+++••••••••••••••••••••+ a « + + w + • f _�` fur..•.•_ • + + + 4 + w` + + + • + a i • 4 .I.1 +irr I �s ./j./ ''.'", . - r '•'• • •' �... �`�._i .�, .�. .� ... .._ �� 1 ,.., .1 ,,..�.. r•• • ,'ti ► i w. . CONSULTANT ,. �� '11 IE '11 'l1 . _'a,1� 1. I L !t L«�++ TO BE PRO TEC TED i ,� •; • :,. NOTE. - ' 1•- 4 V41 .,,,1 _ ;, 1. EROSION CONTROL BARRIER EXISTING TREES TO REMAIN (PER PLAN) - PROTECT WITH 5' HT. '�►�;' ., ` Ter =44 i "' NOTES: REQUIRED O TOE OF SLOPE. • CHAIN LINK FENCING AROUND DRIP LINE DURING CONSTRUCTION ��+ ,'�� t' USE �� TRA'cs ATE Gas 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING PLASTIC SHEETING 'Vi1 I OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR NEITHER TOP SOIL STORAGE NOR CONSTRUCTION MATERIAL SHALL � �• ` ' CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. �� - + 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. BE LOCATED WITHIN THE DRIP LINE OF TREE. FENCES SHALL BE IN \'''111 �- _ _ 3. WHEN WASHING IS REQUIRED, IT SHALL BE ON AN AREA STABILIZED WITH CRUSHED STONE PLACE PRIOR TO BEGINNING CONSTRUCTION. ADJUSTMENTS TO THE `_moo , - I- THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. Nit.\,. 4. WHERE RUNOFF CONTA}NTNG SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION LOCATION OF PROTECTIVE FENCING MAY BE REQUIRED TO COMPLETE � ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED NOTES: CONSTRUCTION OF PERMANENT FACILITIES. FILTERING SYSTEM. 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. i!„. viERPEHOICULAR,,: _ 5. DIMENSIONS SINGLE FAMILY 2. BARRIER REQUIRED ID TOE OF STOCK PILE. - .O 20' LONG BY 20' WIDE 8" DEEP OF 44" MINUS CLEAN ROCK. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON TREE PR4TECTInN DC 1 AIL 50' CIAL ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE PLASTIC SHEETING SURFACE ROUGHENING C�leanWater Services CAT TRACKING C eanW ,t Services CONSTRUCTION ENTRANCE aeanWater ServicesCf) DRAWING NO. 810 REVISED 12-16 DRAWING NO. 830 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 1 Co - - - Z J II ILII Q H FOR FURTHER INFORMATIONON 2 W PESKY OFCRITERIA W MAY BE USED SHORT TERM ❑ P CHAPTER 4 OF GLEAN WATER SERMGES E]1O5ION PREVEIITION W/ UTILITY WORK AND W/ _. AND 9£OIIMNT CONTROL \ PHASING OF DEVELOPMENT 1:.ililE-_.4-2e21:-.-.14, � ��-:ANCIE NITER FAI9i1C FENCE TO PUNNING IMO DESIGN MANUALASSURE 90L ILS TRAPPEDI ,_ - .- t} :.0 y s''� RiY..4' Y� ` - 1 ''�illrl lyry. - 11141 11111111IIalt �i� ` .,:'.3?" 4y•J s- 'IFIIIII IH III11 1111F11 Ce 01 T FLOW :. .a�,,, ,�: ounl a rrn�R11n1, I �� i+itrril .i l ti ' ►liii Z z Et ntrl 111111II' (III 111111I11il1ili' a 0_ ! I 1 ,VI, uf IflI�r+11u1111iIII1111i1 RI rlllllle1u111 i1 . - pi,• 111411 11u 1111�114f11i�� MNDOD STAKE 111111111 1I 30•(TYP) letl tor RIIII EPLACE WIAI7LES ALONG SLOPE CONTOURS ` •1��illx HILI 'I i11RI �1' � � I__ W W___Iz -1 „V., 111 1 R llltl! C rlPROFILE __ ,� ....� Q 0 NOT TO SCALE I tam- 3 'DIY a -..■1~.�-teal ..... ,a..=EI�_., U wTER1_C rxrPLAN VIEW � � _�®=ae�°_.a;;,r .. - _ _._ ❑POSTS AND ATTACH__ .' _.._:- CONOT TO SCALE "�„ T 60 AREA DRAIN 7~,.,.u.�w'' (TYP) ....^ z MEA STRAWS, >~n r+� ❑ 0 O 0 T rR� � __ �'��'�`�''` CATCH BASIN GRASS .S'RAW <ti.µ.`• `_� •Is.a?SII1CFm LOOPS STAGGER COCONUT OR vim» asw Iiy-' :- I- UJOTNISEXCELSIOR WATTLES •4- •`+''� '' "� '""�I J z nr « rn iiitul'ue1,' MIMrR1M 7/ Ov+�I rx 2' POSTS IJOTES; FLOW Ij�j;:I `,tl L- O_FROM IRE SLOPE. -_ a /s'• r••y.o I, 1 0 {/) 0 r. . �-- ' al/ hillu j 1. BURY BOTTOM OF FILTER FABRIO 6 r;:r1I nmVERTICALLY BELOW FINISHED GRADE. a 1l111 > 0 ��/', 7-6' 2. 2"x 2" FIR, PINE OR STEEL FENCE ° V _ - I '�' r v ,i H LL POSTS. '� r-_: 11111 klii • 1 11.1111 4, 4-0' 3. POSTS TO BE INSTALLED ON UPHILL ❑ SECTION 1.. �+ +d. - - "°' ` ' , ` 4�� SIDE OF SLOPE. ❑ orrcr Borrow °'1 , FLOW U ES W '"If _ 4. COMPACT BOTH SIDES OF FILTER 0 NOT TO SCALE • l,1Ui1 �- �� ; FABRIC TRENCH. ❑ STAKING SPASM 0r111W FI i TITLE 5. PANELS MUST BE PLACED 4a O.C. 1;,„! !`.:,;_: FABRIC ACCORDING TO SPACING ON DETAIL "'-�1 '.1°�"!• " # DATE DESCRIPTION CD SAL 311' f '' F,,011, F,,�,,,, I .' IEI'R111i1 N0.940 a - lit p - imillllll 0 VIDE ROLLS. �---- ❑ �- Lifiiii I 1 XX PROFILE DITCH INLET PLAN VIEW boom,�;11';" E NOT TO SCALE ❑ 'Ie,`•.!I`r�,:..,. Z o MIMIIIIM 1' NOTES: •••r" ON T ON UPI EL ,........+•+..+•••+.•• ❑ 1. STAKING SPECIFICATIONS: _1 , ,i 4• :•:❖:::::i•3::�:::5•:•:•:•:a::.•:.:❖.•4•.:•.s+;•,••.• 6" overlap of bags. #• ::♦::id. ❑ a- 1X2 WOODEN STAKES 0) ;:...*:: :•X. : ::*:.:;.*:;:•:•:;::::;::�:••4•:•: ❑ NOTES: �,•:. •;��:•:••;+•.;•.••j.•�t••;�:•••+;•�•,•+4f• •••4�•�••,� b. ADDITIONAL STAKES MAY BE INSTALLED ON ••••••• ••• + 4,•*:0•: :•'NO 4� FILTER FABRIC MATERIAL 1. ADDITIONAL • ��• DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR MEASURES MUST BE 2'-6" ::;.:,.::;;:::::::;..;•••:•+•••••::••;'•;.;; •':�:;;::;:v:;; 36 wpE ROLLS HIGHLY EROSIVE SOILS. CONSIDERED DEPENDING ON SOIL TYPES. w ;;;, :•;::•: e;:•;:•:•: :•:•:':::' °• ""5 ° 2. SPACING IN ACCORDANCE PATH DETAIL 940. `� 4'-� I +;' 2. B10-FILTER BAGS SHOULD BE • y :•4.•..•••.•.•.•.•:e•+•.•••:::a••..•-'�•:•:;:•.b•••. ° 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR �. ��t• r•+'a" Nor.-••'•r ��'�W OTHER OBSTRUCTIONS SO THAT THE INSTALLED STAKED WHERE APPLICABLE USING (2) REVISIONS 5 /. WATTLES WILL HAVE DIRECT CONTACT WITH THE 1"x2" WOODEN STAKES OR APPROVED �, 1 PLAN VIEW SOIL EQUAL PER BAG. o - NOT TO SCALE 4- INSTALL THE WATTLES IN A 2' DEEP TRENCH, "'MAXIMUM WADING FOR FURTHER IFORMAT1oN INSURING THAT NO GAPS EXIST BETWEEN THE 3. WHEN USING 30" BIO-BAGS TO Q 1,-6' - FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE SOIL AND THE BOTTOM OF THE WATTLE.. THE ON DESIGN CRITERIA SEE SLH KDC CHAPTER 4 OF 'LEAN WATER ENDS OF ADJACENT WATTLES SHALL BE PROTECT A CATCH BASIN YOU MUST cl FRONT VIEW SERNCFS EROSION PREVENTION CHAPTER 4 ❑F CLEAN WATER OVERLAPPED 1 FT, MINIMUM TO PREVENT HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION DRAWN BY CHECKED BY NOT TO SCALE A10T7 SEDIMENT PASSING THROUGH THE FIELD JOINT. o PLANNIRIG NIRI OE9101! YNVUN- OVERLAPPED BY 6". PLANNINGAND CONTROL DESIGN MANUAL. PFI SUBMITTAL E":, STATUS 0 0 aeanw � INLET PROTECTION �� DATE2018 SEDIMENT FENCE aeanWatler Services WATTLES DATE TYPE 4 17052 DRAWING NO. 875 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 DRAWING NO. 915 REVISED 12-16 PROJECT NUMBER a cn L'i co 0 N th . E C 3 • 0N ..m ._ ©2018 OTAK, INC. o If this drawing is not 22"x 34",it has been Q reducedienlarged.Scale accordingly. Oták . . __, Atilkt, FOR FURRIER INFORMATION ON DEMON CRITERIA SEE Otak, Inc. CHAPTER 4 OF CLEAN WATER ir ir 808 SW Third Avenue, Ste. 300 AND SEDIMENT CONTROL SLOPE TO ORAN BACK TO WAIN —I Portland, OR 97204 PLANNING AND DESIGN MANUAL r''Ip) ' 503. 287. 6825 www.otak.corr iJVD 1 — �,ED PROFF II41 II :' •.. �tMOlti IRM OUT Al1E/� DIRECTION OF TRAVEL ��G 1 N FE4 /O� i :.tc- ._ ':i GRADE 70 GUM 110 WAIN 444 1 .:.:.:.:. 91573PE l A, PRELIMINARY Rm. -..2—.30—a- _ .i i I ,s, �p OREGON � ;r::::�:r:.. +.::.�: ,�+ �. Gr — _ _ _� EXPIRES: 12/31/2019 _1__ _ _ ELAN VIai. STAMP - c res .ear si"/I-- 1-.4-1-a-4:5,-/.a.;-. ,._ . ..,....._d_r_itp DBG PROPERTIES LLC PLAN VIEW OV OF amu. - ;,�10 NTS OHM ) DNEC11ON OF TRAWL 1147 11 SUPPLY TOAM 12 OF OMER ATMS DOSING GRADE - t 1 BIOFL7ER BAG OR PROM:; ;o \ rfp. 'l 1* APPROVED V -- IVP. I T7fP 1 ALTERNATIVE .1° ... (11FIEN REQUIRED) �TX GRADE .•i 11 ) ....' _,_ _ 1a � 14 1 CONSULTANT w ,.;H=H ='_*?•_.:.:.... :r. elm ,:r!'•_•-•-•: .:. - • p BARB nnr O.C.ROTH GAYS . :_ � CONCRETE.III:::.:/:::::::r:.....:.�i: ::rc...:..:.r:r.'.s.:._•-•_:... = _.:_:;:iI%;::-:-.;.-•i R;I:r-r -a.:::�:s::::::i :: CRUSH BASF . •X11 '.:. . ... .. r•;11.,•,;1 y ••a. 4.:•...70.:•.,:•_.,..•::•r I 1.... . /_./ u=u it n rt =11 11 n_Tr_� . 1ER FAIRO IL..:IL,11....111111r llll111.,,.11= AS REQUIIIED NON-MOM! CEOTD(T1LE PROFILE PROFILE NOTES: 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FOR FURTHER INFORMATION NOTES: AS NEEDED TO PREVENT TRACKING FROM TIRE ON OEMTER 4 SEE WASH; SEDIMENT LADEN WATER MAY BE PIPED TO APCI SEDUM ON_T10N 1. BIO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. AN REPROVED SEDIMENT TRAP. SERVICES 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING (2) 1'x 2' WOOD STAKES OR 2. USE GEDIEXTILE FABRIC WITH AGGREGATE FOR A PLOWING NO CffS Ili/MAL. APPROVED EQUAL PER BAG. TEMPORARY TIRE WASH. OUTLET PROTECTION RIP RAP ani Services TIRE WASH-(DRIVE- THROUGH) aeariwaterservices DRAWING NO. 820 REVISED 12-16 DRAWING NO. 870 REVISED 12-16 Cn FN. VJ Z J W < F- E w FII re 0 Q zz W 0_ 0- z Q ( ° ° O U CO i__I H Q Z Z CollO J � o 0) W ° o O Et LL caw W TITLE # DATE DESCRIPTION 0-5 (..).0 XX w ai E m z 0 cc co 0, 0 co U W cNO O N- U a, REVISIONS 0 0 a 0 A o 0 SLH KDC DRAWN BY CHECKED BY N LI-) N.-.`D PEI SUBMITTAL S STATUS 0 ti U 02/26/2018 o DATE a_ J 17052 n PROJECT NUMBER a) v Lb, 0 N 0-; EC3 a 1 N ©2018 OTAK, INC. If this drawing is not 22"x 34",it has been d reduced/enlarged.Scale accordingly.