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BU P2018 -00092 l I HE .FIELDSOFF O Py 9miiita kik ' 1D Otak Architects, Inc. 808 S • Th • Avenue, Suite 300 ortland, OR 97204 teE , -ain 503287.6825 A ID A R MIE Nil E N 111.1 IS .%�1P 2ZQ)$ www.otak.com CITY O TICARI) BUILDING DIVISION City of Tigard Erosion Control •t I REVIEWED FOR To Schedule Inspections: r�' 312' 4 Call (503) 639-4175 • CODE COMPLIANCE Initial inspection: BRIAN 'RENEE PROJECT TEAM D RAW I N G SHEET INDEX Prior to footing inspection 0 Final inspection: • r,i...lefinal Wieling i.,,,,. d,:�; P(IRT#.AND,0#t ARCHITECT OWNER/DEVELOPER A2-0.01 COVER SHEET A2-2.01 BUILDING 2 FLOOR PLAN LEVEL 01 AX-8.11 INTERIOR DETAILS-FIRE RATED DETAILS A2-0.02 REFERENCE SITE PLAN A2-2.02 BUILDING 2 FLOOR PLAN LEVEL 02 AX-8.12 INTERIOR DETAILS-FIRE RATED DETAILS OF 0 OTAK ARCHITECTS, INC. DBG PROPERTIES LLC A2-2.03 BUILDING 2 FLOOR PLAN LEVEL 03 AX-8.13 INTERIOR DETAILS 808 SW THIRD AVENUE, SUITE 300 2164 SW PARK PLACE S0,01 GENERAL NOTES-APARTMENTS A2-2.04 BUILDING 2 FLOOR PLAN LEVEL 04 AX-8.14 INTERIOR DETAILS ADDITIONAL PE MITS REQUIRED 3/29/2018 PORTLAND, OR 97204 PORTLAND, OR 97205 STAMP PHONE: (503)415-2393 FAX: (503)415-2304 PHONE: (503)2242554 FAX: (503)223-4463 S0.02 GENERAL NOTES-APARTMENTS A2-2.05 BUILDING 2 ROOF PLAN AX-8.15 AIR SEALING COMPARTMENTALIZATION Fire Sprinkler CONTACTS: MATT NEISH, CHRISTINA KWIECIENSKI CONTACT: SKIP GRODAHL S2-2.01 FOUNDATION PLAN-BUILDING 2 A2-2.11 BUILDING 2 REFLECTED CEILING PLANS AX-8.20 STAIR DETAILS Fire Alarm LANDSCAPE ARCHITECT S2-2.02 SECOND FLOOR FRAMING PLAN-BUILDING 2 A2-2.12 BUILDING 2 REFLECTED CEILING PLANS AX-8.21 ELEVATOR&MECH SHAFT DETAILS Mechanical V OWNER CONTRACTED CONSULTANTS S2-2.03 THIRD FLOOR FRAMING PLAN-BUILDING 2 A2-3.01 BUILDING 2 EXTERIOR ELEVATIONS AX-9.01 WASTE ENCLOSURE OTAK, INC. S2-2.04 FOURTH FLOOR FRAMING PLAN-BUILDING 2 A2-3.02 BUILDING 2 EXTERIOR ELEVATIONS Plumbing \ (1 808 SW THIRD AVENUE, SUITE 300 CONTRACTOR S2-2.05 ROOF FRAMING PLAN-BUILDING 2 A2-4.15 BUILDING 2 BRIDGE PLAN,SECTIONS&ELEVATION ECO.0 COVER SHEET&GENERAL NOTES Electrical V ---d-r-11 r PORTLAND,HOE: (503)287-6825R 77204 DBG PROPERTIES LLC S2-3.01 SHEARWALL PLAN-BUILDING 2 EC1.0 CLEARING&DEMOLITION PLANS(1 OF 2) Truss Engineering DBG PROPERTIES PHONE: g g CONTACT: KAITLIN NORTH 2164 SW PARK PLACE S2-4.01 SHEARWALL ELEVATIONS-BUILDING 2 AX4.11 WALL SECTIONS EC1.1 CLEARING&DEMOLITION PLANS (2 OF 2) ShopDrawings LLC PORTLAND, OR 97205 S8.01 FOUNDATION DETAILS-APARTMENTS AX-4.12 WALL SECTIONS EC2.0 GRADING, STREET AND UTILITY CONSTRUCTION CIVIL ENGINEER PHONE: (505)402-0091 Other CONTACT:TYLER COLEMAN 58.02 FOUNDATION DETAILS-APARTMENTS AX-4.13 WALL SECTIONS EC2.1 GRADING, STREET AND UTILITY CONSTRUCTION OTAK, INC. S8.03 FOUNDATION DETAILS-APARTMENTS AX-5.01 STAIR 1 PLANS&SECTIONS EC3.0 EROSION CONTROL DETAILS THIRD AVENUE, SUITE 300 PORTLAND, OR 97204 STRUCTURAL ENGINEER S8.04 BRIDGE DETAILS AX-5.02 STAIR 2 PLANS&SECTIONS EC3,1 EROSION CONTROL DETAILS CONSULTANT PHONE: (503)415-2408 ENAYAT SCHNEIDER SMITH ENGINEERING, INC. 58.21 FLOOR FRAMING DETAILS-APARTMENTS AX-5.03 ELEVATOR&MECHANICAL PLANS&SECTIONS CONTACT: KYLE CHILDERS 3141 WALNUT STREET, SUITE 203A 58.22 FLOOR FRAMING DETAILS-APARTMENTS AX-5.1 1 UNIT PLANS OFFICE COPY ARBORIST DENVER, CO 80205 S8.23 FLOOR FRAMING DETAILS-APARTMENTS AX-5.12 UNIT PLANS i PHONE: (720)904-1234 S8.31 ROOF FRAMING DETAILS-APARTMENTS AX-5.13 UNIT PLANS N &ASSOCIATES, INC. CONTACT: WAHID ENAYAT 3145 WESTVIEW CIRCLE S8.32 ROOF FRAMING DETAILS-APARTMENTS AX-5.14 UNIT PLANS CITY OF TIGARD 3145 LAKE OSWEGO, OR 97034 GEOTECHNICAL ENGINEER S8.41 SHEAR DETAILS-APARTMENTS AX-5.15 UNIT PLANS REVIM FOR CODE COMPLIANCE PHONE: (503)697-1975 FAX: (503)697-1976 RHINO ONE GEOTECHNICAL S8.42 SHEAR DETAILS-APARTMENTS AX-5.16 UNIT PLANS • CONTACT: TERRENCE FLANAGAN4610 NE 77TH AVE, SUITE 126 AX-5.17 UNIT PLANS Approved i MECHANICAL, ELECTRICAL & PLUMBING ENGINEER VANCOUVER,WA 98662 A2-0.11 BUILDING 2 CODE SUMMARY AX-5.18 UNIT PLANS OTC: I I - PHONE: (360)258-1738 .A2-0.12 BUILDING 2 CODE PLANS LEVEL 01 -02 AX-8.01 EXTERIOR DETAILS-OPENINGS Permit#t (Q 0) e- 90 n 9 a MFIA, INC. CONTACT: RAJIV ALI A2-0.13 BUILDING 2 CODE PLANS LEVEL 03-04 AX-8.02 EXTERIOR DETAILS-OPENINGS Address: J n �� r 2007 ASHSTREET9 1 GREEN BUILDING CONSULTANT A2-1.01 BUILDING 2 VERTICAL CONSTRUCTION ASSEMBLIES AX-8.03 EXTERIOR DETAILS-SIDING VALIDITY OF PERMIT ��' Z.' PORTLAND, OR, 97214 THE ISSUANCE OF A PERMIT Suite ##: alsi a A2-1.02 BUILDING 2 HORIZONTAL CONSTRUCTION ASSEMBLIES AX-8.04 EXTERIOR DETAILS-FOUNDATION PHONE: (503)234-0548 FAX: (503)234-0677 EARTH ADVANTAGE A2-1.11 BUILDING 2 SCHEDULES AX-8.05 EXTERIOR DETAILS BASED ON CONSTRUCTION $ -44 Da _) Z'j el CONTACT: JAMES L.TORMEY 623 SW OAK ST, THIRD FLOOR DOCUMENTS AND OTHER • PORTLAND, OR 97205 A2-1.12 BUILDING 2 SCHEDULES AX-8.06 EXTERIOR DETAILS-ROOF DATA SHALL NOT PREVENT PHONE: (503)968-7160 X23 A2-2.00 BUILDING 2 SLAB PLAN AX-8.07 EXTERIOR DETAILS THE CODE OFFICIAL FROM CONTACT: ERIC FOLEY REQUIRING THE CORRECTION PROJECT INFORMATION ABBREVIATIONS OF ERRORS. OSSC 105.4 SYMBOLS VICINITY MAP ENERGY CODE COMPLIANCE SITE # NUMBER GB GRAB BAR PERF PERFORATED, & AND GPM GALLONS PER PERFORATE LEGAL DESCRIPTION: C L CENTERLINE MINUTE PLAM PLASTIC 281010001600 AC ACRE GYP GYPSUM LAMINATE © • ASSEMBLY TAG ACC ACCESSIBLE PL PLATE, TOTAL SITE: 14.88 ACRES AED AUTOMATED HB HOSE BIB PROPERTY LINE Ct MIICSolii Vi i01 4t111 EXTERNAL HC-PHB HOLLOW CORE PLYWD PLYWOOD 0 CO 44 ON-SITE IMPERVIOUS (BLDGS): 69,091 SF(1.59 ACRE) DEFIBRILLATOR PRIMED PNL PANEL WINDOW TAG �,�99 TIGARD a Oen. fIcate ON-SITE IMPERVIOUS (ROADS,WALKS):227,986 SF(5.23 ACRE) AFF ABOVE FINISH FLOOR HARDBOARD PNT PAINT TC WEST y ADJ ADJUSTABLE HDR HEADER PR PAIR ---- # STATION �� ZONING: AHU AIR HANDLING UNIT HDW HARDWARE PREFIN PREFINISHED -------..' c3�� ALUM ALUMINUM HM HOLLOW METAL PREPR PRE-PRIMED DOOR TAG Ili `lJect Information • MUE (PD) APPROX APPROXIMATE HORIZ HORIZONTAL PT PRESSURE Al 4Swh, i APT APARTMENT HR HOUR TREATED, HN2/,rF� **4.i gen a y, EXISTING USE: VACANT LAND HVAC HEATING POST TENSION N ,Q TPitied BD BOARD VENTILATION NORTH ARROW `S PROPOSED USE: 4 STORY WOOD FRAMED APARTMENTS. BDRM BEDROOM AND AIR R RISER, RADIUS hstr' t otr BLDG BUILDING CONDITIONING R&S ROD AND SHELF ce v BLKG BLOCKING RCP REFLECTED •♦ �if �` - *Ming Loeatimtiorwest*- PARKING BM BEAM IBC INTERNATIONAL CEILING PLAN(S) a .Climate Zone: �t�4 rThl 1• •vetliaal otazing IwaMJli/0i 26�i BOT BOTTOM BUILDING CODE RD ROOF DRAIN --, DETAIL TAGS u STANDARD PARKING STALLS ARE MINIMUM 8.5 x 18.5'. BR BEDROOM ICBG INTERNATIONAL REF REFERENCE 4-8.01 A4-8.01 `�` thy:: OW"° ACCESSIBLE PARKING STALLS ARE MINIMUM 8.5'X 18.5'WITH 5'AISLE. CONFERENCE OF REFL REFLECTED •••------- •••...--, L. J COMPACT PARKING STALLS ARE MINIMUM 7.5'x 16.5'. CIP CAST-IN-PLACE BUILDING REFR REFRIGERATOR Q ja I]:gelvp�t andai11'it moist CJ CONTROL JOINT OFFICIALS READ REQUIRED A4-3 fl 30 PROJECT �:. ... CL CLOSET IN INCH REST RESTROOM EXTERIOR ELEVATION TAG I� TOTAL PARKING REQUIRED #OF STALLS SITE CLG CEILING INFO INFORMATION RM ROOM ~� TOTAL SURFACE STALLS 428 CLR CLEARANCE} INSUL INSULATE(D), (!ON) RO ROUGH OPENING 1 D Ci W ce) MAX. COMPACT SURFACE STALLS 50%OF TOTAL CMU CONCRETE UNIT INT INTERIOR N W \ \ TOTAL ACCESSIBLE STALLS 9 MASONRY SAMF SELF-ADHERING >� Y W (PER OSSC 1106.2) CPT CARPET JAN JANITOR'S MEMBRANE 1C '4-5.11 1A INTERIOR ELEVATION TAG W Z COL COLUMNS JST JOIST FLASHING ear TOTAL PARKING PROVIDED 428 CONT CONTINUOUS SD SMOKE CONC CONCRETE KDHM KNOCK-DOWN DETECTOR 1 B U. = 0 TOTAL STANDARD STALLS 233 CORR CORRIDOR HOLLOW METAL SF SQUARE FOOT Ct TOTAL COMPACT STALLS 184 KIT KITCHEN SHTHG SHEATHING W (J) cLLI TOTAL ACCESSIBLE STALLS 11 D DRYER SIM SIMILAR Alika BUILDING SECTION TAG 0 Q GENERAL NOTES DBL DOUBLE LAM LAMINATE SPEC SPECIFICATION •4-4.01 .4-4.01 DF DRINKING LAUN LAUNDRY STD STANDARD �i •-..._.." M 0 0 BUILDING DATA FOUNTAIN LD LOAD STL STEEL 11. lit. I DIA DIAMETER LGT LIGHT STOR STORAGE 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT NUMBER OF DWELLING UNITS 264 DIM DIMENSION LN LINEN STC SOUND 1 WALL SECTION TAG SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS PARKING PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF CONSTRUCTION TYPES VA-APARTMENTS DN DOWN LVT LUXURY VINYL TRANSMISSIONJ1 TITLE BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL VB-CLUBHOUSE DR DOOR TILE CLASS • TOP OF SLAB FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. NUMBER OF FLOORS 4 DS DOWN SPOUT LW LIVElWORK STRUCT STRUCTURAL i DO'-0" S ELEVATION DATUM # DATE DESCRIPTION CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR BUILDING AREA SEE SITE PLAN SHEET A-0.02 DU DWELLING UNIT SV SHEET VINYL DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BUILDING HEIGHT 44'-0"+1-TO TOP OF HIGH ROOF DW DISHWASHER MAINT MAINTENANCE INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND PROCEEDING WITH THE WORK. DWG DRAWING MATL MATERIAL T TREAD RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR MAX MAXIMUM TEMPERED A. 1 GRID LINE/GRID BUBBLE LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE EA EACH MDF MEDIUM DENSITY T&G TONGUE & HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS RESERVED. DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING UNIT MIX EJ EXPANSION JOINT FIBERBOARD GROOVE COPYRIGHT 2018. WITH THE WORK. EL ELEVATION MECH MECHANICAL TB TOWEL BAR ROOM TITLE ELEC ELECTRICAL MEMB MEMBRANE TEL TELEPHONE ROOM NAME 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS ELEV ELEVATOR MFR MANUFACTURER TG TEMPERED OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF SEE SITE PLAN SHEET A-0.02 FOR UNIT MIX INFORMATION. EP ELECTRICAL MIN MINIMUM GLASS Q TEMPERED GLAZING SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS PANEL MIRR MIRROR(ED) THK THICK, ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER ARE COMPLETED. S e 0 . 0 1 EQUIP EQUIPMENT MISC MISCELLANEOUS THICKNESS EXECUTION OF THE CONTRACT. 0�� EQ EQUAL MO MASONRY TO TOP OF 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE SPECIAL INSPECTION REQUIRED EXIST EXISTING OPENING TP TOILET PAPER 11 e REVISION TAG AND CLOUD REVISIONS 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP State Of Oregon StrUG'tural Specialty Code EXT EXTERIOR MTL METAL T/S TUB/SHOWER SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A EDGE, OR AS NOTED. TYP TYPICAL CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLYrl Concrete and Reinforcing Steel • FC FIBER CEMENT N NORTH INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION FCP FIBER CEMENT NA NOT APPLICABLE UL UNLIMITED OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND 1 Bolts installed in Concrete PANEL NIP NOT IN THIS UNO UNLESS NOTED Author Checker CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FBGLS FIBERGLASS PACKAGE OTHERWISE RELATED PERMITS / REVIEWS DRAWN BY CHECK BY SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS is,' Special Moment-Resisting Concrete Frame FD FLOOR DRAIN NO NUMBER UNFIN UNFINISHED PERMIT SET OWNER. EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES FEC FIRE EXTINGUISHER NR NON RATED MK! Reinforcing Steel&Prestressing Steel Tendons • PDR2017-00004 PLANNED DEVELOPMENT REVIEW (CLEARANCES REQUIRED)FROM THE MANUFACTURERS PRIOR TO CABINET •NTS NOT TO SCALE VCT VINYL SLR2017-00005 SENSITIVE REVIEW STATUS 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND MI Structural Welding FIN FINISH COMPOSITION • MLP2017-00009 MINOR LAND LANDSPARTITION 03.29.2018 THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE ACCESSORIES. FLR FLOOR OC ON CENTER TILE • �+ Hi Streit ht Bolting FND FOUNDATION OCC OCCUPANT(S) VERT VERTICAL • PFI2018-00049 PFI SUBMITTAL ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH � 9� g n9 DATE WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FO FACE OF OCCUPANCY(IES) VRFY VERIFY • . • + SITE DEVELOPMENT SUBMITT tL: - ---- -- UNLESS INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECTS SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. Structural Masonry FOC FACE OF CONCRETE OLF OCCUPANT LOAD VS VERSUS �_ 17052 0Reinforced Gypsum Concrete CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BEFOF FACE OF FINISH FACTOR W WASHER ` -ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED FOS FACE OF STUD OPP OPPOSITE W/ WITH DEFERRED SUBMITTALS _`,P OJECT,NUME3ER TO THE COPYRIGHTS. ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY 0 Insulating Concrete Fill FOW FACE OF WALL OPNG OPENING WD WOOD ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS FRP FIBER REINFORCED ORD OVERFLOW ROOF WH WATER HEATER 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. ❑ Spray Applied Fire:-Resistive Materials PLASTIC DRAIN WIC WALK IN CLOSET • METAL GUARDRAILS AND HANDRAILS CITY OF TIGARD MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT INFT FEET OSB ORIENTED WIN WINDOW COMPOSITE WOODEN FLOOR JOISTS CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY ❑ Pilings,t7riped Piers and CaissonsApproved R • WOODOOF TRUSSES FTG FOOTING WALL STRAND WP WATERPROOF by Planning . 0 1 WORK OF ELEMENTS RESULTING IN CONFLICTS. 0 Shotcrete FT FEET BOARD WR WATER SPR MFR BRIDGE Date: �T A c 2018 ,INC. OSSC OREGON RESISTANT r ❑ Special Grading, Excavation and Filling GA GAUGE, GYPSUM STRUCTURAL WRB WATER Initials' ._______- tfthis drawing is not 24"x 36',it has been ID Smoke-Coniroi systemsASSOCIATION SPECIALTY CODE RESISTANT reduced/enlarged. Scale accordingly. GAL GALVANIZED OVFL OVERFLOW BARRIER 0 Other Inspoctkr,3 BLDG AREA UNIT COUNT SITE NOTES Otak 1 1 ..A BUILDING NO. NO. OF TOTAL GROSS1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. -, BUILDING NO. TYPE 'A' UNITS TYPE 'B' UNITS TOTAL CUSTOMER COMPARTMENT REACH RANGE MUST BE FLOORS BLDG AREA(SF) WITHIN 48"AND 28"AFF. SEE A3-9.01 FOR ADD INFO. I BUILDING #1 4 49,648 BUILDING #1 3 (2) 1 BD, (1) 2 BD 53 56 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL Otak ChlteCtS, II L . SERVICE THAT MAILBOXES COMPLY WITH USPS 80; - Th • Avenue Suite 300 i REQUIREMENTS. -outland,, 97204 BUILDING #2 4 41,812 BUILDING #2 3 (2) 1 BD, (1) 2 BD 45 48 rain 503.287.8825 - 3. SEE SITE DEVELOPMENT SUBMITTAL FOR ADDITIONAL www otakcom 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 , .,, -44% BUILDING #5 4 49,648 BUILDING #5 3 (2) 1 BD, (1) 2 BD 53 56 3 a BUILDING #6 4 58,671 BUILDING #6 3 (1) 1 BD, (1) 2 BD, (1) 3BD 53 564 BRIAR R.Ft.EENf.R TOTAL 253,969 TOTAL 15 249 264 LEGEND • PORTLAND,OR ,• A. ••••■• ACCESSIBLE PATH OF 0' r 3/29/2018 STAMP PROJECT INFO 11 TAX MAP/LOT NOS: WASHINGTON COUNTY TAX MAP DBG PROPERTIES 2810100 TAX LOT 1600 LLC ZONING: MUE(PD) CONSULTANT cJ • IP r \,...... V..----- --.--- -J ��. — y7 am_ Zy % 1 11, • IP ° /./...)'''// ........... ....<'..............." • . :X/5 ." / I/0° • \4 /-----:-7,,,-.;,-__-:--- °ILI: 1111110° -• _---;-.. i/ / . \---- 1• -' ..... 4 \ --/y1 .. , lull/ Cn • l , /% - s /till e i W L • !.. .. . a• . ..‘ - \ \ tofilt I PEDESTRIAN PATH \ - :.;;,• 50 DEVELOPEMENT / \ 1.: • ; < \ BUFFER) .,. . ' ' \\ 40 , o ° '..F1-----214..A. • O. .T. --ID \ . 14 • . , ° ' ; � . r PROPERTY LINE /` ++ ++ + } a 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •4 • +• �: ®/ °�� , - ze ,�fr ' r co (Y • • 1_ l --31 rr t.rrrf rr rrrrrru rrrr rrrrr� � o �1 � _ �� ��� � ce Cf) PEDESTRIAN I , • I 1 ` . . --� ,, _..,�..:� o r I M ACCESS BRIDGE , ' • • / / ... , ,.. .ate ,� I LLJ a 0 o a o a`o o �'�. a s 0 0 •a 0 f STORM WATER / J 04.1 w ACCESSIBLE \ E I , �r� - - 1 , • A 1 o �. I 1 —TREATMENT �... ,V U \ RAMP i Frk-- ? ` • • `' : , —FAC UTY / " LimiZ O • ' , J. • _ . %,,,".+ :> ..rte • • m.� �Yi • \.:\ PEDES(IAN • • •• , 1 0, i ..,:.��`:, •..,—�` %; �„� = O '�'"� • ACCESS BRIDGE e m ►. ( � ��;y, < ch 1 �A -� a �' P • EN SPACE ": :F ''' • D 0 1 STORM WATER I 1I .i r � t. __ << • 1 CO W ' �, " `° I'LAPITER TYP. 1- CLUSTER f PEDESTRIAN o.! `-,, all - .. ) ( T O Q U.- 111,, L^ �'} _.,..,-.. .._.,........... . .._,,,, - , MAILBOXES = • ACCESS BRIDGE -i" �, ■ M L1J - WALL �r , RETA�[VING _ 1 �. ..� :� SEE CNS E 1e w P. ._ .a,.., -,F..,.. -v.,r t . :.,, _-_: ,..�,. ,.>-T. . .�.��,.. :.'iT�k�.:s eti :a. �s4.. k.., a: xis, .4 SWIMMING • ::::: w;.: } ' NOTE:SEE SITE DEVELOPMENT PACKAGE TITLE BLDG 1 BLDG 2 , BLDG�+ ISter;FOR LANDSCAPE PLANS I F=2(,, - , ; ' � - rI= 19f3.�a a. N - F1=='193.%x? F �1,: �° 29' 9 712" ��/O ,,�., :.. 1 " .::-.:.,,,....,.•- ,: .,'r ..',..4.,., -moi.. :.:...'1.'.,.,.,.xe-7; - - ti '� d.,, .�� ;• I - :... a # DATE DESCRIPTION 1w \ rr _. ,:-.'_:i...,;:, ,�. A %ie.. 1\ \ % \ ll. d B .-.. aa 'a j" \ ow on 1 �, % :_._ win—UR- �' I H Y i £ ][ I f Y A. ld R E :[ S I Y Tc Y = 3 Y g £ £ 3 I Y £ A L X 3 S 1•k� 3 �T 7 £ -/-7 .111" x 'I I S Y £ �[ £ £ ! 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REVISIONS • • i • • . • • • • • • . . www• • • 0 • • www • • 111P11 • • • •••S • • • • • • • • w • \ • �� • • • r • • •1 • • �1IM • • 4 • • • • • • s • fly r • 111101 • • • • • • • • • • • • • • • .. • • i • • ` PEDESTRIAN PATH CONNECTION LIDA PLANTER,TYP 24'ACCESS EASEMENT - BLDG 3 TO INDUSTRIAL PARK Author Checker CLUBHOUSE t TRASH ENCLOSURE- PROPERTY UNE FUTURE WALL STREET DRAWN BY CHECK BY 1 SEE TRASH ENCLOSURE INDUSTRIAL PARK(BY OTHERS) DRAWING SET,TYP CITY OF TIGARD PERMIT SET 1 , I STATUS Approved by Planning Date: // 2 X ' 03.29.2018 Initials: / t31:') - , DATE L� 17052 ;, PROJECT NUMBER 0' 30' 60' 120' A,2...0 . 02 1 REFERENCE SITE PLAN ©20180TAK,INC. ` -0.0, SCALE: 1"=60'-0" If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. DESIGN LOADS PROJECT GENERAL NOTES CONCRETE -CAST -IN PLACE LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES Otak 1. GOVERNING CODE: 1. UNLESS NOTED OTHERWISE, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. CLEARLY 1. TRUSSES SHALL COMPLY WITH ALL PROVISIONS OF THE DESIGN SPECIFICATIONS A. 2014 OREGON STRUCTURAL SPECIALTY SHALL BE THOSE CONFORMING WITH VERSION OF THE APPLICABLE SPECIFICATION OR IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL, CONCRETE FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE A4 k CODE CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITIES. THESE SHALL CONFORM TO THE FOLLOWING TABLE: FRAMING LUMBER INSTITUTE, EXCEPT AS NOTED OTHERWISE. B. ASCE 7-10 STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. USE STRENGTH (PSI) WIC RATIO SLUMP (IN) AIR (%) Ota k Architects, Inc. INTERIOR SLAB ON GRADE 3,000 0.55 4 6 0 2 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH U.N.O. NOTED ON THE 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL 2. ROOF LOAD (APARTMENTS): 2. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON DRAWINGS. BE MANUFACTURED DESIGNED BY AN APPROVED MANUFACTURER. A. SNOW LOAD 25 PSF + SNOW DRIFT AS NOTED THE STRUCTURAL CONTRACT DOCUMENTS. DO NO SCALE THE STRUCTURAL ALLFOOTHER N WALLS 3,000 0.50 2-4 5-7 808 SW Third Avenue, Suite 300 B. LIVE LOAD/CORRIDORS 20 PSF ALL OTHER STRUCTURAL 3,000 0.55 2-4 4-6 2. LUMBER GRADE SHALL BE AS FOLLOWS: Portland, OR 97204 CONTRACT DOCUMENTS. CONC. NOT NOTED 3. MEMBERS SHALL NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: main 503.287.6825 C. DEAD LOAD (TRUSS TOP CHORD) 11 PSFA. EXTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.O. ON DRAWINGS ROOF LIVE = U360 ROOF DEAD = L/240 www.v87.68 5 D. DEAD LOAD (TRUSS BOT. CHORD) 9 PSF 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND LOW CALCIUM (CLASS F)FLY ASH MAY REPLACE CEMENT BY EQUAL MASS UP TO B. INTERIOR WALL STUDS'. DOUGLAS FIR-LARCH #2 U.N.O. ON DRAWINGS FLOOR LIVE = U480 FLOOR DEAD = U240 E. DEAD LOAD (TOTAL) 20 PSF CONDITIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL30% OF TOTAL CEMENT WEIGHT. C. JOISTS: AS NOTED ON DRAWINGS DRAWINGS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR D. BEAMS/HEADERS: DOUGLAS FIR-LARCH#2 U.N.O. ON DRAWINGS 4.TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS 2. ROOF LOAD (CLUBHOUSE): INCONSISTENCIES. 2. A MINIMUM OF FIVE (5) CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EVERY E. POSTS: DOUGLAS FIR-LARCH#2 OR BETTER, U.N.O. ON DRAWINGS AND CALCULATIONS WITH REGISTERED STRUCTURAL ENGINEER'S SEAL. SHOP It.&' I'ROp 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 TRUSSC� x, G I N e f� 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 A+,+ 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. ' r ` �A . 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. r '� iiiiiir 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 s , `' 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 y 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 -4D G. ENA 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. !WIRES: 12/31/ Ig 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 C. EXPOSURE FACTOR Ce 1_0 WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE SPECIFICATIONS. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE ASTM 8. NAILING INDICATED ON PLANS AND DETAILS ARE"COMMON" NAILS AS DEFINED BY 8. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATING SLOPED - t J L+ 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 10 INSTALLED. PROVISIONS OF A.C.I. 318"BUILDING CODE REQUIREMENTS FOR REINFORCED MINIMUM NAIL SIZES ARE AS FOLLOWS: DBG ' PROPERTIES CONCRETE". 8D = 0.131" DIA X 2 1/2" LONG 9. TRUSS MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS, LLC 5. WIND CRITERIA (PER ASCE 7-10): 9. SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND 10D = 0.148" DIA X 3" LONG BLOCKING AND/OR SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS,AS A. ULTIMATE DESIGN WIND SPEED (3 SEC. GUST) 120 MPH SUBMITTED BY THE CONTRACTOR OR SUBCONTRACTOR ARE NOT CONSIDERED PART 8. CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS. COLUMNS OR PILASTERS 16D = 0.162" DIA X 3 1/2" LONG REQUIRED TO PROVIDE A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM. B. NOMINAL DESIGN WIND SPEED (3 SEC. GUST) 93 MPH OF THE STRUCTURAL CONTRACT DOCUMENTS. ANY ENGINEERING DESIGN PROVIDED AND THE SLABS THEY SUPPORT AND WALL CONSTRUCTION JOINTS SHALL BE U.N.O. MINIMUM FRAMING NAILING SHALL CONFORM TO IBC TABLE 2304.9.1. SEE C. EXPOSURE B BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER PREPARED BY ROUGHENING TO FULL AMPLITUDE OF APPROXIMATELY 1/4", LEAVING DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION OF NAILS 10. TRUSS SHALL BE DESIGNED FOR A POINT LOAD EQUAL TO A FILLED SPRINKLER `��44� D. RISK CATEGORY II REGISTERED IN THE PROJECT STATE. THE CONTACT SURFACE CLEAN AND FREE OF LATENCY. CONSTRUCTION JOINT OTHER THAN "COMMON" NAILS IS NOT PERMITTED WITHOUT PRIOR APPROVAL. POWER PIPE, PLUS A MINIMUM 2501bs LOAD, APPLIED AT THE POINT OF HANGING PER NFPA. THE E. INT. PRESSURE COEFF., GCPi ±0.18 LOCATIONS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT DRIVEN NAILS OTHER THAN "COMMON" NAILS MAY BE USED IF PRODUCT DATA IS CONTRACTOR SHALL PROVIDE SPRINKLER SHOPS TO THE TRUSS MANUFACTURE FOR Enayat 11'^ 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 yi - TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY Engineering, Inc. 9. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN i'-0", EXCEPT AT PLYWOOD THE PROJECT ARCHITECT AND ENGINEER. 9. CONTRACTOR SHALL SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION FLOORS WHERE MINIMUM DIMENSION SHALL BE 2-0 , UNLESS ALL EDGES OF THE 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. BE TOP CHORD BEARING DENVER, COLORADO 80205 35 psf 30psf 35 psf 11. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING. • CONDITIONS WHICH ARE NOT KNOWN DURING DESIGN OR ARE AT VARIANCE WITH THE 10. BOND NEW CONCRETE TO EXISTING CONCRETE WITH AN APPROVED BONDING 720.904 1234 www.essdenver.com 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. in I- - _ 2 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 o- O Z WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE MANUFACTURER'S RECOMMENDATIONS. ASSOCIATION RECOMMENDATIONS. USE AS ERECTION PLANS OR SHOP DETAILS. c`i 1 C° u_ p CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ALL DISCOVERIES HE BUILDING T_ 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 onci. LOADS SHOWN ARE SUCH DISCOVERIES. WOOD PRESERVERS BUREAU) QUALITY MARK. ESS'S NAME AND LOGO FROM ALL SHEETS. " ULTIMATE UNLESS -- i 12. ALL LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 110 pcf. 4--„ 12. SOLID BRIDGING AT MAXIMUM OF 8'-0" ON CENTER SHALL BE REQUIRED WHERE 3. THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS SHALL SUBMIT IN WRITING Q NOTED 2w 12. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND JOIST HAVE A FIVE-TO-ONE (5:1) OR GREATER DEPTH-TO-THICKNESS RATIO AND WHERE ANY REQUESTS TO MODIFY THE PLANS OR SPECIFICATIONS. In io rt W SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, ``'" u_ O SEQUENCES, PROCEDURES, NOR SITE SAFETY. ONE(1) EDGE IS NOT HELD IN LINE BY SHEATHING, WALLBOARD, BRACING, ETC. v CONCRETE REINFORCING STEEL 4. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE " REQUEST FOR 6'-6" __6-6"-1 13. THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING AVAILABLE 13. DOUBLE UP STUDS AT CORNERS AND JAMBS OF OPENINGS LARGER THEN 6'-0"AT CHANGE IN WRITING" UNLESS SPECIFIC SUGGESTED CHANGES ARE 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 TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURE, MECHANICAL, ELECTRICAL, • GLUE LAMINATED MEMBERS 6. SEISMIC CRITERIA: 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 A. RISK CATEGORY II AND DRAWINGS FORM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. • REINFORCING STEEL B. SEISMIC CATEGORY D REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. 16. ALL HEADERS NOT NOTED SHALL BE A MINIMUM 12) 2x8 WITH (1) 2x6 T& K AT • STRUCTURAL STEEL C. IMPORTANCE FACTOR, le 10 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 D. SITE CLASS D 15. ITEMS, IN THE OPINION OF THE CONTRACTOR, THAT APPEAR TO BE DEFICIENCIES, ACCORDANCE WITH A.C.I. DETAILING MANUAL 315. E. RESPONSE MOD FACTOR(R) 6_5 OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES IN THE PLANS/OR SPECIFICATIONS 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 �ww� F. RESPONSE COEFF. (Cs) 0.111 SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. PLANS AND/ 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. ■ G. MAPPED SPECTRAL RESPONSE ACCEL., Ss 0.975 OR SPECIFICATIONS WILL BE CORRECTED OR WRITTEN INTERPRETATIONS OF THE FLOORS NAIL WITH 10d NAIL AT 4" O.C. AROUND THE OPENING. PROVIDE SOLID Z H. MAPPED SPECTRAL RESPONSE ACCEL., S1 0.423 ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY 6. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER BLOCKING UNDER ALL COLUMNS FOR POST FROM TOP OF FOUNDATION OR BEAM 7. CONNECTIONS OF DEFERRED SUBMITTAL ITEMS TO THE PRIMARY STRUCTURE SHALL I- I. DESIGN SPECTRAL RESPONSE ACCEL, Sds 0.721 THE STRUCTURAL ENGINEER. WORK SHALL NOT PROCEED IN THESE AREAS BEFORE A 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 W z J. DESIGN SPECTRAL RESPONSE ACCEL., Sdl 0.444 RESPONSE IN RECEIVED FROM THE STUCTURAL ENGINEER. SHALL PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING K. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE ANALYSIS 7. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE: 18. ALL SHEATHING SHALL BE A.P.A. CERTIFIED SHEATHING GRADE. UNLESS NOTED WHICH EXCEEDS THE CAPACITY OF THE ELEMENT BEING ATTACHED. M I"u L. SEISMIC FORCE-RESISTING SYSTEM(S) = BEARING WALL SYSTEMS 16. THE CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER, CLEARLY AND • 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) • 2"TO EARTH FACE OF WALL 8. ALL DEFERRED SUBMITTALS SHALL BE ATTACHED TO THE PRIMARY STRUCTURE THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT BE RELIEVED OF ANYN • Ce 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 LL • 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 b. BLD 2 = 152K ENGINEER'S REVIEW OF SHOP DRAWINGS, PROJECT DATA, ETC., UNLESS 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 41C < TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL CALCULATIONS. IN WRITING OF THE DEVIATIONS OR SUBSTATIONS AT THE TIME OF THE SUBMISSION. d. BLD 4 = 188K 8. ALL REINFORCING LAP SPLICES SHALL BE IN CONFORMANCE WITH A.C.I. 318 SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, STAGGER PLATE e. BLD 5 = 181K "BUILDING CODE REQUIREMENTS FOR REINFORCING CONCRETE", CLASS B, UNLESS WASHERS. 9. LOADING AND LOCATION FOR THE ATTACHMENT OF DEFERRED SUBMITTAL ITEMS f. BLD 6 = 218K 17. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, NOTES, AND NOTED OTHERWISE. SEE LAP SPLICE SCHEDULE ON DRAWINGS. STAGGER LAPS PER ARE NOTED ON THE DRAWINGS AND ARE NOT TO BE RE-LOCATED OR INCREASED II< 0 I 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 w LOADS U.N.O. NOTED ON TYPICAL APPLY TO SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHALL BE TONGUE AND GROOVE WITH GLUED JOINTS. ^ 9. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT, 10. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST TENSION LOADS SHOW, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE 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 COLij I- PROJECT. STRUCTURAL ENGINEER OF RECORD. 0 (OR APPROVED EQUAL)AND SHALL BE THE SIZE AND TYPE INDICATED ON THE INCLUDE BRICK/CMU VENEER. N 18. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN BE OF THE SAME TYPE AND DRAWINGS 10. START FIRST REBAR 3" IN FROM THE EDGE, WHERE SLAB REBAR IS CALLED OUT AS IBJ I` z CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE "ON CENTER (O.C.)" SPACING. 22. ALL FASTENERS (NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH LU z PROJECT ARCHITECT AND ENGINEER. PRESSURE TREATED OR FRT LUMBER SHALL BE CORROSION RESISTANT INS = ct 19. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE INSTALLED 11.ALLWELDED WIRE FABRIC SHALL MAINTAIN A MINIMUM LAP SPLICE OF 6" ACCORDANCE WITH I.B.C. 2304.9.5. ABBREVIATIONS LIST 0 IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 23. ALL CONNECTORS USED WITH PRESSURE TREATED MATERIAL OR EXPOSED TOWci) LLI 20. THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING WEATHER SHALL BE STAINLESS STEEL OR HAVE A SIMPSON Z-MAXIHDG COATING OR ABBR DESCRIPTION ABBR DESCRIPTION cK = 0 Q z OFFICIAL WHEN THE PERMIT IS OBTAINED WEATHER ANY LETTERS OF CONSTRUCTION EQUAL. ABV ABOVE LOC LOCATE/LOCATIONCO 0 COMPLIANCE WILL BE REQUESTED FORM THE STRUCTURAL ENGINEER, IF SO, THE ALT ALTERNATE/ALTERNATING LVL LAMINATED VENEER LUMBER111.1. 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 CD CONSTRUCTION. APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: 1. EXPANSION ANCHORS SHALL BE I.C.C.-APPROVED (ZINC PLATED IN ACCORDANCE E Fb Ft Fc,perp Fc,parll Fv B BOTTOM LWC LIGHT-WEIGHT CONCRETE WITH ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153, A.I.S.I. LSL (<9.5") 1,300ksi 1,700psi 1,075psi 680psi 1,400psi 400psi BLKG BLOCKING MANUF MANUFACTURER TITLE 304 STAINLESS STEEL)AND CONFORM WITH FS-S-325, GROUP II, TYPE 4, CLASS 1. BOS BOTTOM OF STEEL MAX MAXIMUM LSL (9.5"+) 1,550ksi 2,325psi 1,070psi 800psi 2,050psi 310psi FOUNDATIONS: 2. ADHESIVE ANCHORS SHALL BE I.C.C.-APPROVED AND SHALL CONSIST OF ALL-THREAD LVL 1,900ksi 2,600psi 1,555psi 750psi 2,510psi 285psi BOT BOTTOM MIN MINIMUM # DATE DESCRIPTION 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 T1TEN HD OR CONC CONCRETE PL PLATE APPROVED EQUAL. E Fb,top Fb,bot Fc,perp Fc,partl Fv CONST CONSTRUCTION PWD PLYWOOD 2. FOOTING FOUNDATIONS DESIGNS ARE BASED ON THE FOLLOWING: GLB 24F-V4 1,800ksi 1,850psi 2,400psi 650psi 1,650psi 240psi CONT CONTINUOUS REINF REINFORCEMENT/ MAXIMUM BEARING PRESSURE = 2,000psf GLB 24F-V8 1,800ksi 2,400psi 2,400psi 650psi 1,650psi 240psi CU CONCRETE UNDERLAYMENT REINFORCING MINIMUM EXTERIOR FOOTING DEPTH = 1'-6" MINIMUM INTERIOR FOOTING DEPTH = 1'-0" 26. ALL RIM JOISTS SHALL BE AS NOTED ON PLANS AND DETAILS. RIM MATERIAL SHALL D DEEP/DEPTH RT ROOF TRUSS BE ICC APPROVED FOR RIM JOIST APPLICATIONS DF DOUGLAS FIR SBW STEP BOTTOM OF WALL 3. RETAINING WALL DESIGNS ARE BASED ON THE FOLLOWING: DIA DIAMETER SCHED SCHEDULE ACTIVE PRESSURE (UNRESTRAINED): 35-60 PCF (DEPENDING ON SLOPE OF WALL ABOVE) 27. ANCHOR BOLTS SHALL CONFORM W/ASTM A307 OR F1554. BOLTS IN CONTACT W/ DIAPH DIAPHRAGM SIM SIMILAR ACTIVE PRESSURE (RESTRAINED): 60 PCF PRESSURE TREATED MATERIAL SHALL BE GALVANIZED IN ACCORDANCE W/ASTM A153, DWG DRAWING(S) STP STEP TOP PLATE REVISIONS PASSIVE PRESSURE: 200 PSF CLASS C. COEFFICENT OF FRICTION: 0.35 EF EXTERIOR FACE STRUCT STRUCTURE/STRUCTURAL EL ELEVATION STW STEP TOP OF WALL 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING/GRADE ELEV ELEVATION SW SHORT WAY BEAM EXCAVATION TO NEAT LINES. T TOP SB,JD TDS EMBD EMBEDMENT 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 IF INTERIOR FACE TYP TYPICAL 9. DO NOT PLACE BACK-FILL AGAINST FOUNDATION WALLS UNTIL FLOOR SLABS AT THE TOP UNO UNLESS NOTED OTHERWISE AND BOTTOM ARE IN PLACE OR ADEQUATE BRACING IS INSTALLED AND CONCRETE IS L LONG/LENGTH W WIDE/WIDTH CURED. SO • 01 WWF WELDED WIRE FABRIC ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. SPECIAL INSPECTIONS PROGRAM-APARTMENTS Otak ESTABLISHED PER THE SPECIFIED BUILDING CODE AND LOCAL AMENDMENTS TYPE OF WORK PERIODIC (4A) CONTINOUS (4B) COMMENTS I1) SOILS: GRADING, EXCAVATION,AND FILL X IBC TABLE 1704,7 Otak Architects, Inc. 2)CONCRETE: I I 808 SW Third Avenue, Suite 300 PLACEMENT OF REINFORCING STEEL I X I IBC TABLE 1704.7 Portland, OR 97204 BOLTS CAST IN CONCRETE I 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: ! 0./0 C�` � 1FS SINGLE-PASS FILLET WELDS <5116" X IBC TABLE 1704.3 ! ? ' I N F4,, BRACING AND STIFFENING DETAILS X IBC TABLE 1704.3 gr - . MEMBER LOCATIONS X IBC TABLE 1704.3 JOINT DETAILS AT CONNECTION X IBC TABLE 1704.3 vp 411, ft111110r 5) HIGH STRENGTH BOLTING: /� G. EP'l BEARING CONNECTIONS X IBC TABLE 1704.3 EXPIRES: 12/31/ ICI 6)WOOD FRAMING: - _ INTERIOR AND EXTERIOR SHEARWALL NAILS X IBC TABLE 1707.3 3-29-2018 VERIFICATION OF HOLDOWNS AND STRAPS X IBC TABLE 1707.3 STAMP ROOF AND FLOOR DIAPHRAGM NAILING X IBC TABLE 1707.3 FRAMING CONNECTIONS X ! i•IB C TABLE 1707.3 ILAL 17)SPECIAL CASES: I I D BG PROPERTIES COUPLING OF REINFORCING STEEL I X !PER ICC EVALUATION REPORT !ADHESIVE ANCHOR INSTALLATION I X PER ICC EVALUATION REPORT LLC !EXPANSION BOLT INSTALLATION ± X PER ICC EVALUATION REPORT PROGRAM FOOTNOTES: Schyet Schneider ik Smith r�, 1. THE SPECIAL INSPECTOR SHALL BE A THIRD PARTY INSPECTOR APPROVED BY THE ENGINEER OF RECORD, THE Eng,neenng, 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) C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. F- w 4. DEFINITIONS: Cw A. "CONTINUOUS INSPECTION" MEANS THAT THE INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. B. "PERIODIC INSPECTION" MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS 1 i SUFFICIENT TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE11141C Q WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 5. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF INTERNATIONAL BUILDING CODE & LOCAL AMENDMENTS. a co D YN O J NC ZI� ILL 2 p W w � M0 w N- FL- TITLE TITLE # DATE DESCRIPTION REVISIONS SB,JD TOS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S 0 0 2 ■ 0 2018 OTAK, INC. If this drawing is not 24"x 36". it has been reduced/enlarged. Scale accordingly. Otakf L �`- BRIDGE ABUTEMENT, SEE 3/S8.04 ce < -.41011 :41 kilk. 2.1 ,--- / .2j 2 3 ` 2.4 '2.5 X2.6 2.7 2 8 �2.9 RIDOtak Architects, Inc. 174 -8 808 SW Third Avenue, Suite 300 Portland, OR 97204 33'-4 1/4" 23'-5 1/8" 14'-3 3/8" 9'- 1 1/2" 14'-3 1/2" 9'- 1 1/2" 14'-3 1/2" 23'-5" 33'-4 1/4"r. main 503287.6825 ,_______. �1� - 1 - www.otak.com 23'- 1 112" 10' 2 314" Y� 10' 2 3/4" 13'-2 318" 1 2 1/8" 1 1 114" 13'_2 1/4" 1 114" 13'-2 114" 10'-2 314" 13'-2 114" 22 10'-0" 23'- 1 112" 1 + s 44. -- -- I{ - -- 1 i { I� I I 1 1 I I -- - - / , - - - - 58.04. . - ' 1. /'� - BRIDGE FOUNDATION .y1 / 4, I I I- T4- G. E F II ( I I I I I I 2 I EXPIRES: 12/31/ 11 LIDA PLANTER, 1 , - IT --1 _ I S8 04� y6 yQ I TYP. 3-29-2018 SEE 5/57-2.01 S8.03 Z 2 F9 -10 2 J4111) STAMP CIOS8.02 I 4 11) 10 Fg 1 0 1 8.01 Clioi 1, 1 CI i $ + 0 !. !� r 1 - Fr I I1 F9 =- - - I 112 L � M LI - 1 - J -12- I r L' J 0 - I �' 111 III s$.o, / 171 LI_ J I I �1. l_ -�f tlI` I ss.o2 �s.o1 :� II111 �,I� L � I I 1 d - l_ i -I - I1 -ril I" SII' �1a DBC7 LLC PROPERTIES - - - - - - - - - I Q E - _ - _ - - -f IT t: r I IIS Iiiirg‘8:..v] ss.21 I1 L J F9 i I TYP. I I T 1 1 1 'r I 1" I T. ,�. T 1 f1; 1 1 1 1 11 1 5 I F9I� , m L I rl J 0 I I 1 1 I { I I . 4i `�I 58.03 �- -{ 1 1 I I S8.01 OIH 'r ` 11 F I 11 I I I m I I 1 I- 1 1 Enayat y 141/44' 6 Orli I I I I 1 1 I TYP. �� I ! i - s8.01 I I I I S8.01 I 1 1M I m / I 1 �, I I I til I F9 Engineering, II I1 ED ,_1J _ , . S8.01 , I _:.. .. I--17=E41, 3 �� 1 1 I L -� j01 ! 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W/4" EPDXY \ T.O.F.=-3'-6" Ct E BED., TYP. @ PATIOS T.O.F.= -0'- 8" U.N.O. @INTERIOR I „J N / N � O 1'- 1 1/4" 1'- 1 114" W z ° - ** 3 1/4" F„_ 1/2" 0" " F� " ��' " F 8'- 10 3/4" 2 3/4" 8'-9 1/4" 5'-3 1/8" 13'-2 1/4" 10'-2 3/4" 10'-2 3/4" 23'- 1 1/2" ❑ CtQ 23 1 10 - 2314 13 -2 ,14 10 -0 2718 13'-2118 8 - 10314 2314 13 -2114I O i 1 h Yr1I� F, t � a~� H Q W ccow Z M6 O 1 1 FOUNDATION PLAN - BUILDING 2 E LL S2-2.01 1/8" = 1'-0" -_ TITLE # DATE DESCRIPTION FOUNDATION PLAN NOTES 1. SEE SHEET S0.01 FOR GENERAL NOTES APARTMENTS COLUMN SCHEDULE APARTMENTS FOOTING SCHEDULE 2. SEE SHEET S8.01 FOR TYPICAL FOUNDATION DETAILS NOT SYM I SIZE COMMENTS 1 SYM SIZE REINF. COMMENTS SHOWN ON PLAN - 3. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS Cl I(2)2x6 1 Fl 1'-6"x0'-10"x CONT. (3)#4 CONT. 4. ALL ELEVATIONS ARE BASED ON A DATUM OF 0'-0"= SEE C2 (3)2x6 I F2 13'-0"x3'-0"x0'-10" (4)#4 EACH WAY, BOT. ARCH. C3 (4)2x6 F3 3'-6"x3'-6"x0'-10" (4)#4 EACH WAY, BOT. FOUNDATION PLAN SYMBOLS LEGEND 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS C4 6x6 F4_4'-0"x4'-0"x0'-10" (5)#4 EACH WAY, BOT. WITH ARCHITECTURAL PLANS PRIOR TO START OF REVISIONS C5 6x8 F5 2'-0"x2'-0"x0'-10" (3)#4 EACH WAY, BOT. CONSTRUCTION FX ! INDICATES THICKENED SLAB/FOOTING/PIER, PER C7 (2)2x4 I F6 2'-0"x5'-0"x0`-10" (4)#4 EACH WAY, BOT. 6. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS ' SCHEDULE. C8 1(3)2x4 I F7 6'-0"x6'-0"x2'-0" (7)#4 TOP&BOT. W/(7)#4 TIES SEE DETAIL 6/S8.41 NOT NOTED ON PLANS C9 4x4 F8 14'-6"x4'-6"x2'-0" (5)#4 TOP&BOT. W/(5)#4 TIES ,SEE DETAIL 6/58.41 7. REFER TO LANDSCAPE AND ARCHITECTURAL PLANS FOR ,Cx� INDICATES COLUMN PER COLUMN SCHEDULE. JD TDS C10 (4)2x4 F9 14'-0"x4'-0"x2'-0" (5)#4 TOP& BOT. (5)#4 TIES SEE DETAIL 6/S8.41 LOCATIONS OF ALL EXTERIOR LANDSCAPING, PLANTERS, DRAWN BY CHECK BY DIVIDING WALLS AND WALLS AROUND BALCONIES 1 F10 8'-0"x8'-0"x2'-0" (9)#4 TOP&BOT. W/(9)#4 TIES SEE DETAIL 6/S8.41 HD INDICATES HOLD DOWN LOCATION PER SHEAR WALL F11 1'-8"x1'-4"x CONT. (3)#5 TOP&BOT.WI#4 TIES @ 12"O.C. SEE DETAIL 10/38.41 8. REFER TO CIVIL DRAWINGS FOR ALL FINAL GRADE PLANS AND ELEVATIONS. PERMIT SET F12 7'-0"x7'-0"x2'-0" (8)#4 TOP& BOT. W/(8)#4 TIES ;SEE DETAIL 9/S8.41 ELEVATIONS STATUS 9. VERIFY ALL BOTTOM OF EXTERIOR FOOTING ELEVATIONS 1 F14 3'-6"xi'-0"x CONT. #5 @ 12"O.C. EA.WAY SEE DETAIL 9/58.41 PROVIDE A MINIMUM 1`-6"FROST DEPTH. X 03.29,2018 F13 14'-0"x7'-0"x2'-0" (8)#4 LONGITUDINAL TOP&BOT. W/(16)#4 TIES !i INDICATES STEP IN TOP OF SLAB 10. MAINTAIN ALL EXTERIOR GRADE A MINIMUM OF 8"BELOW . DATE 1 F15 j 5'-9"x1'-2"x CONT. +#5 @ 12"O.C. EA.WAY 1 TOP OF CONCRETE AT WOOD FRAMED AREAS 11. FOOTINGS SHALL BE CENTERED UNDER WALLS OR I /� INDICATES START OF SLOPE IN TOP OF SLAB 17154 COLUMNS, UNO PROJECT NUMBER 12. PROVIDE SLAB CONTROL JOINTS AT 10'-0"O.C. MAXIMUM EACH DIRECTION. SEE 7/58.01 ' 110-4 INDICATES STEP IN FOOTING. SEE DETAIL 6/S8.02 13. ALL LOAD BEARING WALLS SHEALL BE ATTACHED TO THE SLAB WITH 3/4" DIA. x 8"ANCHOR BOLTS AT 48"O.C. U.N.O. S 21.2 • 0 1 ON SHEAR WALL SCHEDULE. ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. GYPCRETE GV C @ 2.9 +�- T&G FLOOR SHEATHING GLUED AND NAILED OVER MIN. 3 114"ACTUALTHIC � COMMERCIAL DF DOUBLE JOIST W/(2) lik COMMERCfAL GRADE T&G CANTILEVER TYP DECKING (SIMPLE SPAN) I BEAM TO EDGE OF BUMPOUT, LB28 TO LEDGER, SEE 51S8.31 114"Ox6" SDS SCREWS INTO I PCZ POST CAP, TYP. I r EA. STUD AT STUD WALLS, Otak Architects, Inc. HUC68 W/ MAX. © © TYP. 10 HUC28-2TF TO LEDGER, SEE 6 TYP. 808 SW Third Avenue, Suite 300 NAILING, TYP. S8.22 5/S8.31, TYP. MIF Portland, OR 97204 HUCQ612-SDS,TYP. © + HUGQ610 SDS, TYP. main 503.287.6825 DROPPED ff DROPPED ' DROPPED I C4 DROPPED__. 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C1 1+ .'rr1 '�� S8.22 -C1 C141:1 1 �, �� C1 C1 �� ' t..- _. n� JI ■ 1 ■ G/1 1: _moi; 1 iolo,, J ---I lig i�l V '�,� � � r.�r.i...r.•i rr B1 TYP. 613 B13 131 ��� ria .,....._. �� `__ 1Wirldi[127:01•111:1_, B13 613 $1 CANTILEVER t�I_ 404 9Ut 10 �� 0 ! ® i' BEAM TO EDGE Enayat 40 I OF BUMPOUT, Schneider I B1 I/ S8.21C1 B13 4> I A �_ 58.22! B13 �� B'i3 TYP.Q161D1 5D5, 61 B13 IIp1I B13 613 '� B1 TYP. Smith vy4kr.. r _ _ I5$.22. .. I - - ! -- -� _ -II I i _. 1. , nriii�� 1,,.,fio..q,r l . - - Inc. 0 l 4.-- .. �� t . I 4rii E" ',' -4, B13 i0 $13 i55 �� 3141 WALNUT STREET, STE. 203A I 1 I i - _ • . IVW sCC C1 DENVER, COLORADO 80205 CANTILEVER r I � I J \ Iv1 0 3 % \BEAM 70 EDGE <0� _ I _ z 1 N S8.23 'LO Ci 1 _=ri720.904.1234 www.essden�er.com OF BUMPOUT, co �� - i - a 1 - -� %I co CONSULTANT HI 111 1 TYP. _1 S8.22 r rr, I LB28 TO LEDGER - \- ' j� '/cir _ _ _ m o ii I oo �1�'INTERMEDIATE :..^. - 1 m '_ Ntv - AtiI - 1'LANDING BELOW LOWo o �� CC1Q o f �I p o % o 0o N I N = 1 J6 @ 0" y HGUS5.5D112 TYP. i� � rwl i% IC1 ���_ _ �� r 4 iv _ 11 _ 7 c� c� �J c�58.22 a / N U I�� _ " U 11 c� '�� ITo C� �ll j� )-� / TYP.- S8.22 . , C5 Nkl . R I I ` 1 1, N ��� (.,1 .1 -3 -, L, C2�' ; . 7 N op ,. _ __ ( I EPCZ POST CAP, TYP. r S8.21 II! { S8.22 I fi d v At-- C1 { C1 y Cl V I C1� C1 V C5 B2 , C5 �C1 r C1 m y,,, / ,�,,.,� �, -J1 2'-0" i- -- 141 r H4 H4 ` - HGUS7.25112 TYP. H4 I/ II oo rl I C5 N��� m I I I " lin 1 I m �I -I I m C1 m __ El ' T 4 1'-4" ., 1 _4„ J4 -1'_4" -- J4 @ 1'-4" r� TJ4 1' 4 1 @ I -1- I I 11 �11 i@ I I �-� i I I I rE1 1 V I gg G J I - II I . B9 J --11 j - H1 Td9 i I -- - ! _ B9 ! H6 g4. _ I r I I z_ L HS H4 li4 DROPPED C4 > DROPPE ® II I ® `C5 II II H4 H4 �H5 Q Q DROPPED Q Q DROPPED DROPPED . ❑ 10 I 5 I . ;© HUCQ612-SDS, TYP. I -I PCZ POST CAP, TYP. WV 6 HUC28 2TF TO LEDGER, SEE 6 DOUBLE JOIST W/(2) I 1 112 GYPCRETE 51S8.31, TYP. 114"0x6"SDS SCREWS IS8.22 1417 S8.31 INTO EA. STUD AT TYP. CS16x28" OVER 314"CS16x28" FROM TOP PLATE T&G FLOOR SHEATHING CO LB28 TO LEDGER, STUD WALLS,TYP. \-- CANTILEVER TO BEAM, BOTH ENDS OF GLUED AND NAILED OVER HUC68 WI MAX. NAILING, TYP. = HUCQ610-SDS, TYP. SEE 5/S8,31, TYP. BEAM TO EDGE BEAM MIN 3 1/4"ACTUAL Z OF BUMPOUT, HUCQ612-SDS, TYP. THICKNESS DF TYP. COMMERCIAL GRADE T&G DECKING (SIMPLE SPAN) M 1 -. SECOND FLOOR FRAMING PLAN - BUILDING 2 1 �s2-2.D2� 1/8" = 1'-O" Ce Z / Q APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES QLJ- SYM SIZE POST COMMENTS SYM SIZE COMMENTS SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO1__L B1 (3)1 3/4x7 1/4 LVL Cl (2)2x6 J1 111 7/8"TJI 110 PLAN AS'DROPPED'. W N O Bx INDICATES BEAM PER BEAM SCHEDULE. CI CO B2 (4)1 3/4x11 7/8 LVL C2 (3)2x6 J2 11 7/8"TJI 210 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. B3 (1)1 314x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE, TYP, UNO. J Y N B4 (3)1 314x11 7/8 LVL C4 6x6 J4 2x8 PT DF#23. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO IV ti GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE W Z N LI- B6 2x12 DF#2 C5 6x8 J5 9 112"TJI 110 MANUFACTURER. PROTECTION PER ARCH. 67 (3)1 314"x11 114" LVL C7 (2)2x4 J6 I2x8 DF#2 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP 2 O ❑ B8 5 112"x11 114"EXTERIOR GRADE GLULAM C8 (3)2x4 4401• INDICATES COLUMN PER COLUMN SCHEDULE. PLATES OF WALL UNO. SEE SHEET 1/S8.21. Z B9 5 112"x9 114"EXTERIOR GRADE GLULAM C9 4x4 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED U) ❑ Q 610 (2)1 314x11 718 LVL CID (4)2x4 Wx> INDICATES WALL STUD FRAME PER WALL SCHEDULE- ON PLAN. O U B11 (4)1 3/4x9 1/2 LVL 6. A MINIMUM OF(2)2X STUDS SHALL BE USED BENEATH EACH 0 I-11 B12 (2)2x12 DF#2 r /� INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. Cr) B13 (2)2x8 DF#2 DROPPED 7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT B14 (3)1 3/4x9 1/2 LVL BELOW THIS LEVEL. B15 (3)2x12 DF#2 \\\\ INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE III ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND * FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE-WOOD STUD 12. ALL FASTENERS(NAILS, SCREWS,ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE SYM SIZE TRIMMER KING COMMENTS MARK DESCRIPTION I 1ST FLOOR i 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION IH1 (2)2x8 OF#2 (1)2x6 (1)2x6 W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 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 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. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H3 (2)2x10 DF#2 (1)2x6 (1)2x6 I W3 INTERIOR LOAD BEARING 4"STUD WALL 2x4 DF#2 @ 12"0.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16"0-C. 2x4 DF#2© 16"0.C. STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"0-C. 2x6 DF#2 @ 16"O.C. 14. PROVIDE 314"MAX. CEMENTITIOUS FLOOR UNDERLAYMENT JD TDS H5 (2)2x8 OF#2 (2)2x6 (1)2x6 1 WALL I I I AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 15. SEE SHEET 50.01 FOR GENERAL NOTES. PERMIT SET H7 (2)2x6 OF#2 (2)2x6 (1)2x6 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 112"LSL, UNO. s 2_2 . 02 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ 48/24 SPAN RATING& UNBLOCKED EDGES. GLUED& NAIL W/ Q 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. 1 C 2. CZ21 112"GYPCRETE UNDERLAYMENT OVER 314" ��� ' C■ C 2.5 �. .� 2.* @ 1 Otak �.� T&G FLOOR SHEATHING _.__1 GLUED AND NAILED OVER MIN. 3 114"ACTUAL THICKNESS DF COMMERCIAL GRADE T&G -- CANTILEVER DOUBLE JOIST W/(2) 1 HUC68 W/MAX. - TYP. DECKING (SIMPLE SPAN) TO EDGE LB28 TO LEDGER, SEE 114"0x6" SDS SCREWS INTO I I PCZ POST CAP, TYP. OF BUMPOUT, 5158.31 I 1 Otak Architects Inc. - NAILING, TYP. © 6 EA, STUD AT STUD WALLS, TYP. TYP. 58 22 HUC28-21T TO LEDGER, SEE 88.31 808 SW Third Avenue, Suite 300 10 HUCQ612-SDS, TYP. gg 31 5158.31, TYP. Portland, OR 97204 i - HUCQ610-SDS,TYP. main 503.287.6825 58.21 DROPPED 1! DROPPED DROPPED I DROPPED DROPPED / www.otak.com H4 H4 �, { D ©® I H6 li B9 1 H1 B9 I 1 ® \ 'IJI 69I ® . II B9 C2 E H4 I • _-. .. ..-.� 1 T T R 1 - - �"t 2 AC - m j4 1' 4 i crr. . . I m - @ m , @ ----- I h m J4 @ 1 4' .. v - `7�CQ`�C'� � C` ' Y.. ct, II J4 C� 1'-4" J4 1'-4" J4 1' 4" 1 - I r f I S8.23 x i AI I 16 ee [I Q II C3 1 I • I H4 58.23 58.21 I I CCI I I4 IH4 58.23 H4 4C • Bt■rsrr ,,�, J1 @ 2' 0" :� �,,,,,, VP SIM. El .."`' TYP. TYP. `ff I I RC1 illie TYP. TYP. N _ Cl 1 TYP. Cl F -� C1 C1� tv _ * 0 41( ,, r■+"' B2\ 11 7 © C2 - C2 -g ,� S8.21 CS.21 0 S8.21 ��b G � 4' . I �� -c N �-- N �i, _ C9 C1 S8.22 o I �" _ _o o C4 N o @ 58.22 2 B1 , o r� Q __,.1-___N __ `Ler Q �- �•6;, C4E7(PIitES 12/3 if Ig J "NI 1 _ - -V - a -- --- --f-= t-4--UNDERLAY NT OVER 314"?-. N 3-29-2018 [t3} {j C1 t I I MilN __ @) 1 112"GYPC ETt UB q ...__ .-� U° ---*- II J6 2 0 @ _ STAMP HGU55.50112 TYP. - NI T&G FLOOR HEATHING - ' �' ' _...- INTERMEDIATE MIN. 2 314"ACTUAL el ' GLUED AND MAILED OVER I ` . =iM i r r� m �- %ate ; I ' LANDING BELOW' L THICKNESS DF I I C, °� I -- J�� "LC I � 8 `' !? 11 - - COMMERCIAL GRADE T&G _-... El 1 IJ C; J _ S8 22i �'fi �� : ,.. ,,' El DECKING SIMPLE SPAN} T El DBG PROPERTIES ` I ;:- , ` �1 le-0 E , iI 1 10 1 LLC 4) 1' . I i I� � sss S8.22 1s>, race s ---41 -,C1 C1 Nitr. C1 C1 s C1 i ■ iiiiiii 2.B - - 1 - - I _ _ ,//IIID illP 1 f 714, CANTILEVER . 1 . B1 .4-1 G TYP. f $13 ' , B13 - C1. �' �s ;-� 9 _ B13 61 g C1 1 I I BEAM TO EDGE Ena _ I 1 9 10 �► S8.22 �_ B ai*IA417*-- Schneider 61 II B13 C1 S8.21 4r=1- -S8.221, I i - 41 A HUCQ6i10 SDS, _ 613 • 11 B13 I El B1 I O UMPOUT, Smith 1� CC -- 0 , , 613 613 • 58 22T 613 B' 3 TYP. fI f - TYP, 1 01 - Engineering, ,i4si 1.6.- 1- - - 1 Ise. 7 1r� LMIe "" E! - _ . 203A _ 1 �.4�' I'Y } B i �� , C1 1 = t i$ ' � rOA 0- I - I C1 CANTILEVER �I ( I -vf720.904.1234 www.essdenver.com J J I 3- BEAM TO EDGE = , 1"1 :)..)L I= M } I i S8.23%'LO ' I L 1 1 12- '� _-_ 11 - CONSULTANT OF BUMPOUT, - - - f , -' �� - _ --!1 8.22 �., j I LB28 TO LEDGER ' = 58.22 . pc,TYP. i �� m o t 1 Irl I I % [ "-_J . - • INTERMEDIATE .. C� _....� � �- Q - .... 0....... _.. . iv ■ LANDING BELOW LOW :.�MAIRI "M 4 r ! a AI =Qt.:- 1 U '� �„ - _ 102!-__ -I • (14b-F-(-7.----! _J6HGUS5.50/12 TYP. a-- i ,, NNN U I (V •_ , N �r O -.'".CV I C9 `I O r---- ----- `„ _ @ C4 @� c.1 , �J •'�� cV C4� cA , © I; irU (4 1 i 1 @r-T 1 i 7 I r I 1 I EPCZ POST CAP TYP. ti= S8.22 -� � -� TYP. 1V / \ i ti S8.21 m C� , Cl 1 I C1 C1� _ <C2 . B2 C2 C1} I /- .j> '127 �� i H4 I . <1� " •_...-_ - �' C' TYP. u ���� 1i' --, _ �S8.21J 0 , ...„..„ di�� ! J4 (t 1' 4" �1 H4 et� I - 1 @ I HGUS7.25112 TYP, H4 I H4 'I C\� I 111 1 C 1 . „ 2 4 ■ 1'-4' w- r = J4 1'-4" r 11 , J4 @ 1 4 - J4 a� 1 4 �' I @ I 1 I1E_ m I I - 1 1 • m I 1 I m m f ■■ C E - m 1 ..,.,f.......■...� �_ a .. - _ ,....:i, ilii.. _ • ..? N I - t H6 1 69 I I H1 ,� TH5 H4 H5 V® H4 4 C 4 ® I `�, I [_HI I 1 1 • DROPPED DROPPED 4DROPPED DROPPED 4 DROPPED z HUC28-2TF TO LEDGER, SEE 6 I I I 40 I HUCQ612 5D5, TYP. I PCZ POST CAP, TYP. I 0 1\ 6 51S8.31, TYP. 158.22 S© UNDERLAYMENT OVER 314" CO J S8.22 58.31 DOUBLE JOIST W/(2) -- TYP. LB28 TO LEDGER, i 114"'0x6" SDS SCREWS INTO I T&G FLOOR SHEATHING HUC68 WI MAX. HUCQ610-SDS, TYP. • - SEE 5/S8.31, TYP. -EA. STUD AT STUD WALLS, CANTILEVER GLUED AND NAILED OVER NAILING, TYP. CO TYP. BEAM TO EDGE MIN 3 114"ACTUAL OF BUMPOUT, THICKNESS DF LLJ t TYP. COMMERCIAL GRADE T&G z DECKING (SIMPLE SPAN) M < 1 1 THIRD FLOOR FRAMING PLAN - BUILDING 21-u- J S2-2.031 1/8" = 1'-OIl Ce fa- i Q Z C APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q 0 Q SYM SIZE POST COMMENTS _SYM SIZE COMMENTS SYM SIZE COMMENTS LJx k INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO B1 (3)1 314x7 1/4 LVL C1 (2)2x6 J1 11 718"TJI 110 B2 (4)1 314x11 718 LVL I C2 (3)2x6 J2 11 718"T.11 210 Bx INDICATES BEAM PER BEAM SCHEDULE. PLAN AS'DROPPED'. LI- -- -- -- 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. CI W CO Of B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. irmim _ N O • B4 (3)1 314x11 7/8 LVL C4 6x6 J4 2x8 PT DF#2 3. INDICATES BEAMS THAT SUPPORT MORE THAN TWO N GTI INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS B6 2x12 DF I C5 ;6x8 J5 9 1/2"TJI 110 FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE W zN0 B7 (3)1 314"x11 114"LVL , j C7 _I(2)2x4 IJ6 2x8 DF#2 MANUFACTURER. PROTECTION PER ARCH. moon D Et ,.J • B8 5 112"x11 1/4" EXTERIOR GRADE GLULAM I C8 (3)2x4 Cx , INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP LL 10 LL 1B9 5 112"x9 114" EXTERIOR GRADE GLULAM I C9 4x4 PLATES OF WALL UNO. SEE SHEET 1158.21. 0 Q �Wx�, INDICATES WALL STUD FRAME PER WALL SCHEDULE. 5. SEE ON PLAN. NOTES FOR SIZE OF HEADERS NOT INDICATED N 610 (2)1� 314x11 718 LVL C10 (4)2x4 Ix L.L 1811 I(4)1 314x9 112 LVL 0 Q 612 (2)2x12 DF#2 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH = CO Ur = j I/1///////////1 INDICATES BEARING WALLS, TYP. SEE SCHEDULE_ GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. - B13 (2)2x8 DF#2 DROPPED7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT N- F 614 (3)1 3/4x9 1/2 LVL CONTINUE BELOW THIS LEVEL. 1B15 (3)2x12 DF#2 I INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9, FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND * FLOORS, OR ONE FLOOR AND ROOF. AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH i CONCRETE SHALL BE PRESERVATIVE TREATED. • APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. ALL FASTENERS (NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE SYM SIZE ' TRIMMER KING COMMENTS MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION H1 (2)2x8 DF#2 (1)2x6 (1)2x6 W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16" O.C. 2x6 OF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.0 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 FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H3 (2)2x10 DF#2 (1)2x6 (1)2x6 W3 I 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. STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL H4 (2)2x6 DF#2 '(1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2© 16"O.C. 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT JD TDS IH5 (2)2x8 DF#2 (2)2x6 (1)2x6 I WALL I 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. PERMIT SET 1H7 (2)2x6 DF#2 (2)2x6 (1)2x6 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 1/2" LSL, UNO. s 2 is- 2 0 3 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ ■ 48/24 SPAN RATING & UNBLOCKED EDGES. GLUED & NAIL WI ©2018 OTAK, INC. 10d @ 6" O.C. EDGES, 12"O.C. FIELD. If this drawing is not 24"x 36', it has been reduced/enlarged. Scale accordingly. 1 1 ,1 2.2� 1 112" GYPCRETE �} �j p �~ UNDERLAYMENT OVER 314" 2.3 2.4 2.5 12 6� 2, ,7 , L,C7� �,9) r T&G FLOOR SHEATHING �� �� / GLUED AND NAILED OVER MIN. 3 114"ACTUAL 1 .....iiimpiii 1 �� THICKNESS DF COMMERCIAL GRADE T&G CANTILEVER HUC68 WI MAX. TYP. DECKING (SIMPLE SPAN) BEAM TO EDGE L828 TO LEDGER, SEE NAILING, TYP. 1 OF BUMPOUT, 5158.31 I DOUBLE JOIST W/(2) 1 Otak Architects, Inc. 3 1 PCZ POST CAP, TYP. TYP. 6 1/4"0x6" SDS SCREWS INTO S8 22 5 HUC28-2TF TO LEDGER, SEE S8.31 EA. STUD AT STUD WALLS, 808 SW Third Avenue, Suite 300 10 5/S8.31, TYP. TYP. HUCQ610 SDS, TYP. 7 Portland, OR 97204 HUCQ612-SDS, DROPPED DROPPED DROPPED DROPPED__ t 58.31 main 503.287.6825 DROPPED www.otak.com H5 8.21 H4 � 6�8 , . 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STAMP �' �� J6 @ 2' 0" 11-'S8.22 - II `' - IN' II GLUED AND AILED OVER- - :'°..".� ='^l�,i - n TERMEDIATE '---._775.__ ' m1`1 ii AIN. 2 314"ACTUAL �_ - _� Lr . , 1 ` '' ! �' Illi i LANDING BELOW ATHICKNESS I)F � _ ' El wEl �` .._. �' f `� , I 11 ,_. MMERCIA�GRADE T&G 3 1 A�li s C1 I T S8.22 - tQ :U117- I♦ DECKING (SI 1APLE SPAN) II- . C-: ,�. DBGPROPERTIES II _ \ U I �' • II T1._ 46i ' 1 a 10 I I1 . , I / " LLC 0 n ■■ t ,' . S8. C C1 2 1141, A 11 C1 1 R • Al VF 3 E 61 I C1 , TYP. B13 \_ A _ 41 613 $Wr . � � � ���. 813t C1 ��' a g ��1 � � ll � � � CANTILEVER ����I g ' �0 • 44BEAM TO EDGE Fnayat 4 © 4) _ SDS, 4 I� ® B1 I MPOUT1 B1 C1 S8.21 ' C1 1 B13 S8.22 � S8.22� 1:40 B3 4HUCQ6iO ' I B134 I TYP. jos - �- - , . _ - I - -tivrig - Encgineenng man C14 4 f;1 B13 ,� B1 ■ %LW! J1 ��!""u" Ia ��".• r��� �'+ . „ „� 5_1� �„ • �� --A 3141 WALNUT STREET, STE. 203A I it , I o 4_ �I ; 0 C1 C1 DENVER, COLORADO 80205 I , E II r� 0�t \ E I n T `�\ CANTILEVER �• I _ 3 �� � C1 720.904.1234 www.essdenver.cam BEAM TO EDGE 12 TYP. E� _ I I S8.230 + 1 - -� 2p._11-. I 1CONSULTANT OF BUMPOUT, - ,-- �� r1 P 58.22 I LB28 TO LEDGER -' S8.22 _ - ''''''::' TY El E7 f � i M 1_,.... _ C o II I iII''/17,1� ' m - - -- INTERMEbiATE - 0 0 -'i " iv o ' LAN +' 1-.(-7 ..:$� n' > IGUS5.50/12 TYP. o o m i -' .. [y z_• _...{ ._.. .. _N -._ EN '��� ._:..- - ,y - @ _0' Ii N 1,,'-_, ._..__.,:_tei €- -- C1 - l-' -V DIN ELOW EN i C1 N iv �: oJ6 H4 S8.21 % a ��� ' o '5' t"\I 4:/1\)-/ _____ -," EN ' NNiir ,` • C9 a ; @� .` N N C1 w 11:1111/ N 1 cY - ,.L. :4. \--.4.:> .,, 1 , ® ''H 1 i 1 `; IEPCZ POST CAP TYP. ' r 88.22 . 9 �` ,n i � -7 58.21, TYP. oa C1 1 j C1 C� 1741> �1� <_c,\ ,, , -B2 ► C1 C1}� _TY 1 1 C1\ °°� ( 7 H4M I ' .: .,,,i.„y J1 @ 2'-D" i , , ,/. S8.21) __X 2 ! 1 J4 'i'_4:,lNI- IEll kl4 0[3 H4 - HGUS7.25112 TYP. H4 r i C1- I ("Ni .- .. EC I - J4Ti._4' I. J4 4 �� I r t- r �11 �� 1 B9 H1 it [139-1 r ® ' BH5 H4 H4 II ® �! � 9 � ® ® I� � 11 H4 H4ElDROPPED • DROPPED_ mDROPPED @ DROPPED 4 DROPPED 0 5 I\ 1 HUC28-2TF TO LEDGER, SEE 6 I DOUBLE JOIST W/(2) I 3 I 38.31 1 4 1 1/2"GYPCRETE HUCQ612-SDS, TYP. PCZ POST CAP, TYP. I J 6 5/S8.31, TYP. 114"0x6"SDS SCREWS ICY UNDERLAYMENT OVER 314" 58.22 S8.31 INTO EA. STUD AT TYP. T&G FLOOR SHEATHING CO LB28 TO LEDGER, SEE HUCQ610 SDS,TYP.- 5158.31 STUD WALLS, TYP. GLUED AND NAILED OVER HUC68 W/ MAX. CANTILEVER MIN. 3 114"ACTUAL NAILING, TYP. BEAM TO EDGE THICKNESS DF Z OF BUMPOUT, COMMERCIAL GRADE T&G W Q TYP. DECKING (SIMPLE SPAN) J M CL 1-- FOURTH FLOOR FRAMING PLAN - BUILDING 2 s2-2.D4 J 118" = 1'-0" LL Z a APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q SYM SIZE POST COMMENTS SYM SIZE COMMENTS SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO ct B1 (3)1 3/4x7 1/4 LVL Cl (2)2x6 J1 11 7/8"TJI 110 I PLAN AS 'DROPPED'. Ce B2 (4)1 3/4x11 7/8 LVL _ C2 (3)2x6 J2 11 7/8"TJI 210 I Bx INDICATES BEAM PER BEAM SCHEDULE. 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. CD W 0 B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 J3 12x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. J Y N 0 64 (3)1 314x11 7/8 LVL C4 6x6 J4 2x8 PT DF#2 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TO N N-N -i B6 2x12 DF#2 C5 6x8 J5 9 1/2"TJI 110 GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS PROTECTION PER ARCH. WFLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE FIRE LU z MANUFACTURER. E' B7 (3)1 314°x11 1/4" LVL C7 (2)2x4 f J6 2x8 DF#2 D B8 5 112"x11 1/4" EXTERIOR GRADE GLULAM C8 (3)2x4 40 INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP ILL = 0 B9 5 1/2"x9 1/4" EXTERIOR GRADE GLULAM C9 4x4 PLATES OF WALL UNO. SEE SHEET 1/S8.21. C Cti- B10 (2)1 3/4x11 718 LVL C10 (4)2x4 (Wx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED W U) f ON PLAN. D B11 (4)1 3/4x9 112 LVL O Q 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH 812 (2)2x12 DF#2 �/////////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS, TYP. co - 0 813 (2)2x8 DF#2 DROPPED 7. COLUMNS LABELED AS 'ABV'ARE FROM ABOVE AND DO NOT ti I- L.L. B14 (3)1 3/4x9 1/2 LVL 1 I CONTINUE BELOW THIS LEVEL. 1815 (3)2x12 DF#2 1 I INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND * FLOORS, OR ONE FLOOR AND ROOF, AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2158.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. ALL FASTENERS (NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE SYM SIZE TRIMMER KING COMMENTS MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION H1 (2)2x8 DF#2 (1)2x6 (1)2x6 � W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. .2x6 DF#2 @ 16"O.C. 2x6_ DF#2 @ 16"0.C. RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS H2 (2)1 314x7 1/4 LVL (1)2x6 (1)2x6 I W2 INTERIOR LOAD BEARING 6" STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"OO.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR - FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H3 (2)2x10 OF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12"O.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16" O.C. STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT JD TDS H5 (2)2x8 DF#2 (2)2x6 (1)2x6 WALL AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 ((1)2x6 15. SEE SHEET S0.01 FOR GENERAL NOTES. H7 (2)2x6 DF#2 (2)2x6 (1)2x6 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT PERMIT SET SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 2 . 0 4 21. RIM BOARD TO BE 1 1/2" LSL, UNO. s 2 - 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ 48/24 SPAN RATING & UNBLOCKED EDGES. GLUED & NAIL WI 10d @ 6" O.C. EDGES, 12"O.C. FIELD. ©2018 OTAK, INC. If this drawing is not 24"x 36". it has been reduced/enlarged. Scale accordingly. 2. 1 ----._F) .3� .4 2 5 2� ID 2.� 2.9 + \ �\ \\ „ \ Otak .,..0.- -.41., I TYP. HIGH I TYP� 1 I I I I Otak Architects, Inc. 10 S8.31 S8.31I HHUS5-50110 TYP. PCZ POST CAP, TYR, -HUC212-2, TYP, LUS210, TYP. TYP'I 808 SW Third Avenue, Suite 300 9 Portland, OR 97204 7 B12 S:31 B12 main 503.287.6825 I �... www.otak.com 1 KB IEI D. IL J3 @2'-b" • I ,J3 @2'-0" _ H2 . -ill J3 @2' - 0" I * `J3 @2' -0" 9 . H1 H2 __ ill. rrr, - _ "� - �, w,,.,,.1 I - - - - - ®,re ' a - LI r '' [ m - I - m II i ;` �I� - �� c°�I IIS i _hi. ,.MI ��j - :1 ���� ^� Ss% �- 1 '' �:`1°` H1 ! M11 �� Rini / /I El H1 i I _ p-'11- 58.31 `1�. rrr.: --------- �/ F - ----4 iiiyii."�r /, I � 1- ------.. -- ( y, - _- -�- irr `� - f77\7 ._ -_ - , .:rrrrwiiL'''r/ _ A i y6G�'' //, /, YP. i -- II I, TYP. I;- C1 I 1 C1 V1 C1 1 \- C1 C <c1 C1 :111: �.•�''dVW � - \\ < > \ > , - 0 �' N - - - I ROOFTRU-5E5 @ 2'-0" __ I _ I -- . ► 2 5T IEKIIREs- 12/31/ Kt r? OVER ALL SHEARWALLS Cl S8.32 ©, 3 1 I r - -I PROVIDE LRAG TRUSS C= , L T "s 3-29-2018 DRAG FORCE, TYP. � . 2 2,05_ --- - - - TRUSS BLKG. @ 4 O.G. STAMP AND DESIGN FOR 300 PLF - �I 32 Z - - S8.3' GT � .-I -, _ ___ -- _ I _ - - TYP.- ---, , �I -_� C PROJIDE BL<G. BETW. I --- 7 _...f -1 TRUSS OVER CORRIDOR L - J��r 11 S8.32 �_ _ I / ' -- -_ WALLS AND DESIGN FOR L --r - L �' ® - - - - I ... 11-11 rriwriirrr�. 300 PLF DRAG FORCE, TYP. - _ El 1 ! __ _ DBG PROPERTIES Ci 7, �� 4 W •ill LLC 4), C1 C1V\r-i i /1 Ki>' Cl - 1 N. C1 _ ., , C' C1 a 1 .' C ■ r ■ ,-< 410* 1 _<)>ci !_ �f .. _._ _ r-- �" • '��I \/ R■ :� ■ ■'�"7 --- tdijr- ! �, 111111' PCZ POST CAP, TYP. 2. r.. riur�.. - r /„„7-=, ,,., .,, !.,,./ - r vi�arwii �s� �1.:rim aeryiuwiir�rvrrR wis�rii - niiririrrieirriri :er�iiir r I tri r rr iri' - an T, - B15 l GT GT T �'7 ' \ G 7 GT 3T GT C GT \ B15 TYP. 1 I` �\ • ,i C1 c1 . Im \ J Or JI \ \\ ►�.C Ci C1}, C1 > ��. 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I I I I ;f' `` I� C1>r /\ //\\ /\ ' '‘:,,, Ij :ri i��_ i - -- irrc f I --- is,., /,€, ,-‘ \if> ' 1 C1 \C1,-\ /----<C1 , {i _ _ ��� -_ J ;� H1 r ;\ M. \ r M1 H1 ! 7 = _ i in I 7..._ _ �Ilr i' Ilr I1 58.3, - -_ a ,... ' • � - -al ,,,,,/,a. _ -- - '1 /„// ,_. .� -._ Jllll/1�-- __-__-V/l/ll '' I __ - -�� il . _ __•_ ,„„„„,„„„,it„„, _.________, _-- '/l/„ ,Iiii 1 (,11 I� J///A� - ---_.,,Y//.��J///! l�l� 2.D - - Elv _ J3 (OV Z'-0 I I 1 i1J@21oH_ .i J3i ® El. L ill • H2 H2 -J I @ 2 ® ® ® l J - I ___, , I H1 H4 H2 - - 9 • Cl TYP. ' I ES I � I I I I CM I . 1 � BI7 TYP. 8 10 q 58.31TV �/� (y HUC212-2,TYP.-1 HHUS5.50110 TYP. PCZ POST CAP, TYP. TYP. HIGH = 0 ROOF FRAMING PLAN - BUILDING 2 Lus210, TYP. - W Z (21 I 1 S2-2.05 118" = 1'-011 M __...1 I 5 Ce CO a 0. z APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN ROOF FRAMING PLAN NOTES <IC SYM - SIZE POST COMMENTS SYM I SIZE COMMENTS SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. ROOF FRAMING TO BE PRE-MANUFACTURED TRUSSES @ 24" r IBI (3)1 314x7 114 LVL Cl (2)2x6 --- 1J1 11 718"TJI 110 OC.TYP, UNO. LL V Bx INDICATES BEAM PER BEAM SCHEDULE. 2. DESIGN ALL FLOOR AND ROOF TRUSSES FOR THE LOADS Q LLI Cr) Z B2 1(4)1 314x11 718 LVL C2 (3)2x6 - 1J2 11 718"TJI 210 I INDICATED ON SHEET SO.b1. N B3 1(1)1 314x11 7/8 LVL _ C3 (4)2x6 J3 2x12 DF#2 1 Hx INDICATES HEADER PER HEADER SCHEDULE. J Y N - IC B4 1(3)1 3/4x11 7/8 LVL _ C4 6x6 1 J4 12x8 PT DF#2 I GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS 3. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL N- (:),EQUIPMENT FASTENED TO BOTTOM OF TRUSSES OR W Z 7 Q 86 12x12 DF#2 C5 6x8 _ J5 .9 112"TJI 110 MANUFACTURER. SUPPORTED ON TOP OF ROOF. D I: N 1B7 (3)1 314"x11 1/4"LVL C7 (2)2x4 1J6 2x8 DF#2 INDICATES COLUMN PER COLUMN SCHEDULE4. INTERIOR BEAMS ARE FLUSH WITH FRAMING UNO ON PLAN I O LCL 1B8 5 112"x11 114"EXTERIOR GRADE GLULAM C8 (3)2x4 - . AS'DROPPED'. B9 5 112"x9 1/4" EXTERIOR GRADE GLULAM 4x4 5. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. ❑ LL. - B10 (2)1 3/4x11 7/8 LVL C10 (4)2x4 --- KWx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. TYP, UNO. 1.1.1Q 0 = C3 < B11 �(4)1 3/4x9 1/2 LVL 6. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE U' 0 B12 1(2)2x12 DF#2 r///////////4 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. PROTECTION PER ARCH- [t B13 1'2)2x8 OF#2 DROPPED - 7. B14 (3)1 3/4x9 1/2 LVL _ PLATES OF WALL UNO.SEE SHEET 1/S8.21. OPENINGSBELW TOP 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 2.4 ABOVE. 11. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE-WOOD STUD 12. SEE SHEET S0.01FOR GENERAL NOTES. SYM 1 SIZE 1 TRIMMER KING 1 COMMENTS MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR 1 REMARKS SHOWN ON PLAN. H1 1(2)2x8 DF#2 1(1)2x6 '1)2x6 1 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. 13. SEE SHEET S8.331 FOR TYPICAL FRAMING DETAILS NOT 1 14. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. REVISIONS I Iti I H2 1(2)1 314x7 114 LVL _ '(1)2x6 (1)2x6 1 W2 INTERIOR LOAD BEARING 6"STUD WALL 2x6 OF#2 @ 16"O.C. _I 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 1611 O.C. '2x6 DF#2 @ 16" O.C. 1 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS -- H2- -F I 6 H3 1(2)2x10 DF#2 (1)2x6 -(1)2x6 I W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12"0.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16" 0.C. 1 WITH ARCHITECTURAL PLANS PRIOR TO START OF b_ S8.32 _ 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" 0.C. CONSTRUCTION. H4 (2)2x6 DF#2 (1)2x6 (1)2x6 @ @ @ 16. SEE ARCHITECTURAL DWGS FOR ALL DIMENSIONS, ROOF JD TDS N H5 (2)2x8 DF#2 (2)2x6 (1)2x6 WALL SLOPES, HEEL HEIGHTS, OVERHANDS,AND ELEVATIONS NOT DRAWN BY CHECK BY U 10 H6 (2)2x10 DF#2 (2)2x6 (1)2x6 NOTED ON STRUCTURAL DWGS. I-�-�- 127 H7 (2)2x6 DF#2 (2)2x6 (1)2x6 17. SEE SHEAR WALL PLANS FOR LOCATIONS OF OSB PERMIT SET ' I SHEATHING AND OTHER SHEAR REQUIREMENTS. STATUS 2,B = -v ,, 18. PROVIDE ROOF TRUSS OVER ALL SHEAR WALLS PARALLEL I TO THE TRUSS OR PROVIDE TRUSS BLOCKING OVER SHEAR 03.29.2018 WALLS PERPENDICULAR TO TRUSS. DESIGN TRUSS OR DATE BLOCKING OVER SHEAR WALLS FOR 300 plf DRAG FORCE. I 19. ROOF SHEATHING SHALL BE STRUCTURAL 1, 4 PLY, 15132" 17154 PLYWOOD W/32/16 SPAN RATING&UNBLOCKED EDGES. NAIL PROJECT NUMBER W/10d @ 6"O.C. EDGES, 12"O.C. FIELD s 2 - 2 05 I-2~\ ELEVATOR ROOF FRAMING PLAN - BUILDING 2 ©20180TAK, INC. S\ 2-2.05 f 118 = 1'-0" If this drawing is not 24"x 36", it has been �� reduced/enlarged. Scale accordingly. 1 , • 2.2 �3 ,4 •2 ,6 ' 2.7 �2 r-- .9, .1 ._ �� _ ,....•..VTAL I I i 1 , , I I 1 I Otak Architects, Inc. I808 SW Third Avenue, Suite 300 NO EXTERIOR 5H R WALLSTH15 ELEVATION Portland, OR 97204 main 503.287.6825 I I _j I I 1 I ; I -` Iwww.otak.com /� - - - _ r-lr- ___. 0,ttea,e.,k , lL. 1 • IL ii NI. I N ��/ d• 1 - ,-_--(f 1 - +--- ,.---- ''! /3,,f- Ni s . -UP DN ,1 [ ih, ' /9 ‘qq.k - , ` j::. IOG. �� �1IErcrsEa's: 1�r >Ii IqF • • _ • • 7.4. \ ri r , .. , _ . Li, a -, C°":J: • i - in-linflu . v 3-29-2018 STAMP i _ .7 .) ,L, , .. . . i f . „ PD PROPERTIES „. . d C)11. 2.B - _._ _ �� 11 LAILiji: dot 11 ., ''''_At - \ 24.01 2 O O O O O 1 52-4.011 Jt I I I If. II I ilii- ri_l - iE - - -- i - s itnhe , Engineering, ._ - `,� - .i Inc. ' 1 . i 3141 WALNUT STREET, STE. 203A ! r. . . r !' _ ,,• , M DENVER, COLORADO 80205 l . 17 , . I :.. I ,„ kl i 720.904.1234 www.essdenver.com 11 r 1 _ -_ Ei _ _.... CONSULTANT •_--.3 ��f , 1 � l� J L 'i ..j1 i I O a © ! . r , U tI I I :-)Ni UF, ... .I I I - • ...._.._ ---_ ► ` - - - - . ��-..- .`-.� - - I 41 -... -' I7 -�_ r 2.D 1 i 1 I i{ i • ..i .. I I I 110 EXTERIOR SHEbR WALLS I I I I THIS ELEVATION Cn I �� Z N ( I l TYPICAL SHEARWALL PLAN - BUILDING 2 W 52-3.01 1/8" = 1-0" Z SHEARWALL PLAN NOTES - I - a 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR J WALL SCHEDULE. - 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X a MATERIAL U.N.Q., BLOCKING IF SPECIFIED, SHALL BE PLACED m FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. 0- 1 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL ❑ Z BE 1-5/8" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. ICC J 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0,131" - FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND ICt 0- Fy=100 KSI (8d). CI LUN J 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. 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 iim ■ D E AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS LL 1 0 NN ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM 0 L.L OF 3x OR 2-2x LLI u) III 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF w THE WALL, STAGGER THE PANEL JOINTS ON THE WALL = ti STUDS. 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR ti I` WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE TITLE LOCATED AT LEAST 3/8" FROM EDGE OF PANEL 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD # DATE DESCRIPTION DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET S8.41 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING WALLS. 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION SYMBOL LEGEND: SHEARWALL PLAN APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF THE WALL. 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM INDICATES SHEAR WALL. PLATES AND BLOCKING. 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT INDICATES SHEAR WALL TYPE AND ELEVATION BOUNDARIES AND CHANGES IN FRAMING. ZNUMBER AT INTERIOR SHEAR WALLS. SEE SHEAR 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR WALL ELEVATION SHEET. SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION. REVISIONS 15. 6d COOLER NAILS SHALL HAVE 3/8" HEAD & 1-7/8" LONG. 8d COOLER NAILS SHALL HAVE 9/32" HEAD &2-3/8" LONG. FIRE WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH • APARTMENTS SHEAR WALL SCHEDULE CONDITIONS. JD rps 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d DRAWN BY CHECK BY MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @ REMARKS COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE 'W'OR DBL. TOP PLATE OF SHEAR WAL ALL PANEL 'S'. PERMIT SET EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION STATUS SYMBOL. 03.29.2018 U 7116" PLYWOOD 8d 6" 12" 32" 10d @ 6" O.C. 16d @ 6" O.C. N/A 3/4" DIA. @ 48" O.C. YES 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. DATE 7/16" PLYWOOD 8d 4" 12" 18" 10d © 6" O.C. 16d @ 6" O.C. 24" 3/4" DIA. @ 48" O.C. YES 19. PROVIDE ONE 114"x3"x3" MINIMUM GALVANIZED PLATE WASHER (CONFORMING TO THE 2008 NATIONAL DESIGN 17154 7116" PLYWOOD 8d 3" 8" 16" 10d @ 6"O.C. 16d @ 4" O.C. 24" 314" DIA. @ 48" O.C. YES SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND PROJECT NUMBER \l/ 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 VERTICAL SEAM WASHER SHALL EXTEND TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. s2.301 \5; 7/16" PLYWOOD (BOTH 8d 4" @ 12" 12" 10d @ 6" O.C. 16d 4" O.C. 6" 3/4" DIA. @ 36" O.C. YES USE (2)2x @ EA. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, STAGGER PLATE WASHERS. ■ V SIDES OF WALL) VERTICAL SEAM ©2018 OTAK, INC. NOTE:ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE - SHEAR WALL IN SCHEDULE ABOVE. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. SHEARWALL PLAN NOTES Otak �.D ID2.B 22 A 2.A B0 2.D 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR 1 WALL SCHEDULE. 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED immllOell°_AdllVA II‘ Otak Architects, Inc. 1 I I I I I I I 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 BE 1-5/8" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS main 503.287.6825 SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. CS16 TOP & SOT. OF www.otak.com C516 TOP & BOT. OF OPENING FROM CORNER TO _ 4. NAIL DIAMETERS SHALL BE 0 148" FOR 10d NAILS AND 0.131" OPENING FROM CORNER TO jl CORNER, ATTACH TO BLKG. J I' I CORNER,ATTACH TO BLKG. FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND --------1 BETWEEN STUDS Fy=100 KSI (8d). * ; - BETWEEN STUDS 9 PRate. i f �- 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. c �, i M .1j /// 7 .7- PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OF e i „, 't - - - PLATE :_.i I,.... --- ,..___,/, 1 I - AND Od ON CENTER �- NAILS ARE SPACED AT 3"OR LESS - N H WN I PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS , If" 1 I ARE TO BE STAGGERED; ;; ;:M N H LD WNO O O STL/ , , • 1 . /l/ �'-- Air — - - - — - — - - Ao 12�a�� /„:7 /- - - 4TH_FLOOR _ i // r i/o — _ _ 4T L sruDs.�IH F 00 x - -- - - 8. OF (2)2x POSTS AT ENDS OF ALL SHEAR __ - - -- PROVIDE A MINIMUM ,..- . - / ;` _ eZV 7. WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE 3-29-2018 / II. PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE STAMP � Z7f 3 �y�/ LOC ATED AT LEAST 318” FROM EDGE 01= PANEL7` T • J, r.r Ar: „114. � L i,�C . I_-- , 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD , / • J ' ../, - DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET 58,41 CS16,TYP. ... — _ - if .,� CS16,TYP. 3RD FLOOR 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS triliff /� 3RD FLOOR v / / ! __ - - - - - - 7 / -----.-- - �'f r / #11r. A I I ice - / T , i 'T /� - CAUSED BY INTERSECTING WALLS.(- DBG PROPERTIES if/A r -1 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION LLC IAdirAi 1 , �T/' APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF • i 1 1, , i THE WALL. ,• • , , I ,� 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM f _ / � PLATES AND BLOCKING. �►�4I �! 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT �� �� (2) Cs16, TYP. _ . W..(0r, _--- ---(2) CS16, TYP. 2ND FLOOR Ena„at No- �� _ �� ll 2ND FLOOR /� _ ` — _ f c ��� - - BOUNDARIES AND CHANGES IN FRAMING. Schneider a' - — :Z i Aa .ice se pRX_. • 05; /! !/ �! _ : • Ff Smith '�� � .51r - - 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR Engineering: SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE Inc I©, TYP. MANUFACTURER'SINSTRUCTION3141WALNUTSTREET, STE. 203A / S8.41/ 77/ / ///////// 15. 6d COOLER NAILS SHALL HAVE 318" HEAD& 1-718" LONG. 8d DENVER, COLORADO 80205 . . /.. 9132" HEAD318" LO 720.904.1234 www.essdenver.com � - COOLER NAILS SHALL HAVE &2 NG. FIRE Foundatl0tl �// WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE s i��/ �/� ///���� _ — - t l ei FoundatIOC1 CONSULTANT _E. �_ - - - - - . -- -- - - . ...__....._. -� STRINGENT NAILING PATTERN TO SATISFY BOTH THE MOST STR CONDITIONS. (-6) �� \ HTTS OR STHD14, TYP --HTT5, TYP OR STHD14 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d S8. S8.41 6 7 COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE'W' OR �S8.4� 58.41 \\ s' 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION SYMBOL. 18, PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR - ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. 1 1 EAST - BUILDING 2 ( 2 WEST - BUILDING 2 - 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE S2-4.01 1/8" = 1'-0"' 52-4.01 1/8" = 1'-o" WASHER (CONFORMING TO THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. _S ROOF SHEAR WALL 4 ROOF SHEAR WALL ROOF SHEAR WALL 11$;iROOF SHEAR WALL WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, CALLOUT, SEE „--------' CALLOUT, SEE CALLOUT, SEE CALLOUT, SEE STAGGER PLATE WASHERS. SCHEDULE. TYP. SCHEDULE. TYP. SCHEDULE. TYP. SCHEDULE. TYP. V - CS16 TYP v NO HOLDOWNS v - NO HOLDOWNS / CS16, TYP / CV LEVEL 4 f LEVEL 4 $ LEVEL 4 Ir_ 4LEVEL4 ,P Co 0 1 - - II- 3 . 3 2 V CMSTC16, TYP -- CMST14, TYP CS16, TYP NO HOLD DOWNS Lu m M./ LEVEL 3 LEVEL 3 �i ...4 LEVEL 3 __S LEVEL 3 limn T[ i cn OC z \4t` w O 0 0 /. CMSTCI2, TYP. - (2) CMST14, TYP. (2) CS16, TYP /--- CS16, TYP — LEVEL 2 LEVEL 2 Ei E LEVEL 2 x LEVEL 2 , r -If + r ao CO 4/ 7-4-7Ny W Ci W w --- HDU14, TYP. /- (2) HDU11, TYP HDUS, TYP. - HTT4, TYP. Y N immi —J(?./ SEE 10/S8.41 SEE --/---- - SEE 6/S8.41 SEE 6/S8.41 10/ S8.41 10/S8.41 LL I 0 ASHEAR WALL ELEVATION TYPE A * SHEAR WALL ELEVATION TYPE BCa) SHEAR WALL ELEVATION TYPE C D SHEAR WALL ELEVATION TYPED Q J CO oQ W I- U) TITLE # DATE DESCRIPTION REVISIONS APARTMENTS SHEAR WALL SCHEDULE JD IDS DRAWN BY CHECK BY MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @ REMARKS PERMIT SET DBL. TOP PLATE OF SHEAR WALL ALL PANEL EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES STATUS T7/16” 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 DATE 2 7116" PLYWOOD 8d 4" 12" 18" 10d @ 6" O.C. 16d @ 6" O.C. 24" 314" DIA. @ 48" O.C. YES 1 3 7/16" PLYWOOD 8d 3" 8" 16" 10d @ 6" O.C. 16d @ 4" O.C. 24" 3/4" DIA. @ 4$" O.C. YES PROJECT OJECT NUMBER 4 7/16" PLYWOOD 8d 2" 8" 12" 10d @ 6" O.C. 16d @ 3" O.C. 12" 3/4" DIA. @ 36" O.C. YES USE (2)2x @ EA. �/ VERTICAL SEAM 5 7/16" PLYWOOD (BOTH 8d 4" 12" 12" 10d @ 6"O.C. 16d @ 4"O.C. 6" 314" DIA. @ 36"O.C. YES USE (2)2x @ EA. s2-4. , 01 SIDES OF WALL) VERTICAL SEAM 02018 OTAK, INC. NOTE: ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE - SHEAR WALL IN SCHEDULE ABOVE. if this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. MAILBOX BEAM SCHEDULE Otak SYM SIZE POST COMMENTS MB1 I HSS6X4X1/4 Otak Architects, Inc. i / 9 808 SW Third Avenue, Suite 300 S7-2.01 MAILBOX JOIST SCHEDULE Portland, OR 97204 main 503.287.6825 SYM SIZE COMMENTS /0 ''''N'''N"--,. ' • . ,49J, MJ1 2x12 DF#2 www.otak.com 11911 . 18" DIA. x 3'-0" PIER W/(6)# �2\ 20 0" F fi / 4 5 VERTICAL AND#3 TIES @Aft •p� r% B. p 1 / t57-2.01 Auk 12"0.0 S7-2.01 0 4,45.444/00, s Ah row / 0 "I'vt TYP. ^ DOUBLE JOIST SUR/L210 HANGER, TYPICAL rte' _ �� ri — 114 -1 / n x n n n n x n n n x n n -� '7�O ESP' ink 5" SLAB W/#3 @ 16" cs o 1 : I - I EXPIRES: 12l t/ Iq AftI I 5"SLAB-ON-GRADE W/#3 @ I < I , 3-29-2018 O.C. EACH WAY ry' °� 16" E.W. PREPARE I I •/ �� ,�� S�� 1 > 1 SUBGRADE PER THE SOILS I < STAMP ' ''''') 1:1's � 4" STD PIPE, TYP_ 1 1 1 - ,....,.._e_j1 > REPORT '•iii 771r. ✓� , E 10 DBG PROPERTIES \ � �By� ���'.� S7-2.01 LLC '. -AI, -- DOUBLE JOIST *°A'I Enayat ',- Schneider rSchneider \� \ / LUS210 HANGER, TYP 3 1 TRASH ENCLOSURE FOUNDATION PLAN S9ng,f1+ S7-2.01/ 118" = 1'-0" Inc 3141 WALNUT STREET, STE. 203A \ DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT 1 MAILBOX FOUNDATION PLAN 2 MAILBOX FRAMING PLAN . S7-2.01 . 118" = 1'-0" S7-2.01 • 118" = 1'-0" �� 1/2" EXP. JOINT GUARDRAIL BY OTHERS SITE PAVING, SEE CIVIL 6". 2' -6"VERIFY W/ LANDSCAPING 6". NOTE: GALVANIZE OR • ___�/� — `' ` - --- OTHERWISE PROTECT I �I 1 ., ,i: • • = .. NOTE: / I ALL EXPOSED STEEL. I I ,\j\% MIN. MASONRY COMPRESSIVE '�''� �' � � STRENGTH = 2,000psi _ ' SOLID GROUTED 8" CMU -� \f/\�/` MIN. MORTAR COMPRESSIVEWI#4 @ 24" O.C. VERTICAL I I - BOND BEAM T&B OF 114 //�\ STRENGTH = 1,900psi @ 28 DAYS <>< •• . (3)#3 TIES @ 3" O.C. I PIPE COLUMN, SEE PLAN t K; �I WALL WI(2)#4 CONT. '� MINI. GROUT COMP STRENGTH = x TYP. BOND BEAM W/(2) #5 T&B - #5 @ 8" O.C. 3,000psi @ 28 DAYS }�� \ I I — SLOPE TO DRAIN T AND @ 4'-0"O.C. 2"CLR. } EXTERIOR PAVING, SEE ARCH \( i. x ) \\i`\\ } 1/2" EXPANSION MATERIAL /�/ } x ��\ _ - i— SLAB, SEE PLAN j,,.\: '-..-•,' -`. - , " ` , ;-- :4 Q i •.: —C2:' < 112" DIA. x16" STAINLESS STEEL 112" EXPANSION MATERIAL (I KI I I CO . a }�\\\��� ��x ALL-THREAD W13" EPDXY EMBED 8"CMU GROUTED SOLID ( ) j \ IN CMU (SfMPSON AT-XP), TYP. BOND BEAM W/ 2 #5 ' 1;, . :•- -'. ' —L� _ to $ •,_ ----) � EA END , EA. SIDE (fm = 2000 psi) #5 SLAB W/#3 @ 16" O.C. CONTINUOUS @ 4" O,C. 11 ' �\e I 1 '- = / �/ > a5 �� EA. WAY > • \/� a .. I O I ,: �°: �\ (O > x CAST IN PLACE 4" CONC. SPLASH • - I• Z ,� \ x < PAD W/6x6-W2.1 xW2.1 WWF, SEE / — a ► I Z •° d % • } CIVIL FOR SIZE & LOCATION �`C\ \\/ I. •-c2 •� r .. ••.�\,c.i- \\ \ iv Z i]` I -. _' 112" DIA. x 3" HAS @ 12" } " \\ „ 'Cr,) /�\ ri.`� �/.\ /.\� .1. — O.C., STAGGERED, EA. / x 6 CMU GROUTED SOLID z #5 DOWEL x — _ 1 d s _ 4U) } WI#4 32" O.C., TYP. J _ FACE OF COLUMN / > @ - @ 8.. O C' 8„ `° UJ ., .._`.p• :,/ o I , i-'— .:� ' o #4 @ 2'-0' O.C. r o • - CeK 6" 4. . . _::':.1. ' • ' • -- ' -i < I- 1 • 3° ;- 'A i - x, �► �� _ . . �' _ .° #4 DOWEL TO MATCH WALL W • fL_ d� A - - :111M11. •d-• REINFORCEMENT W/STD. Q 4' • d • • • • SEE PLAN FOR d:•a ° ° ^ - HOOK ALTERNATE HOOK a k) J REINFORCING • co �� • d. 2'-6" DIRECTION '' UJ SEE PLAN #4 @ 24"O.C. 4" HOOK, TYP. 4' 0" \ (5) #4 CONT. ici E N D mmi (5)#4 CONT. --- W z (3) 1-4MAILBOX FOUNDATAION (----5� LIDIA PLANTER 1-6 SITE RETAINING WALL _ (-7 ,. TRASH ENCLOSURE DETAIL •imm LL = 0 LLI X5ct 7-2.01 1" = 1'-0" — s7-2.01 1" = 1'-0" -2.01/ 3/4" = V-0" s7-2.01 ; 1" = 1'-0" Ct = W o0 i— TITLE NOTE: FRAMING ABOVE NOT — HSS BEAM BEYOND, SEE PLAN SHOWN FOR CLARITY # DATE DESCRIPTION ROOF SHEATHING, SEE PLAN MITER WELD --- \ . TYP. TYPICAL ROOF EDGE CORNERS 114/ NAILING, SEE PLAN A V 1 A HSS BEAM, SEE PLAN 2x FASCIA WI(3) — . —_ 10d NAILS �� �. .Jr A35 @ 24" O.C. 1il i REVISIONS ` I - L4x4x1/4 @ 4'-6" O.C. MAX. SLAB REINF, SEE PLAN I FOR WOOD SCREEN 1/4/ --/-- I I CONNECTION • - ANGLE BEAM. / 1. SEE PLAN EXTERIOR PAVING, SEE CIVIL Author Checker 2x BLOCKING B/W \ SECTION A-A I I SLOPE, SEE ARCH. DRAWN BY CHECK BY JOISTS B V I I N B TP -- PERMIT SET H2.5A BOTH SIDES L 1/4 T.O. STAB L STATUS LU OF EA. JOIST I I a , . 10d TOENAIL CAP PL1/2"x5"x5" C // y . °� r SEE ARCH 1� @6"O.C. �' , ICWOOD SIDING, . d : _ I ,.• : ` d `_ ' a• .• 03.29.2018 SEE PLAN / SEE ARCH. 1/4 / \�\/\/\/\ . � • : . \� `\i �/ - °° DATE PIPE COLUMN, I II '�\�j\\`\\� • _.*A--/ \ \ i*, 1 17154 3x PLATE W/0.157" DIA. SEE PLAN I PL3/8"x4 112"x4 1/2" • -- / \ \%//\. \13.,,� � \\j\\j� PROJECT NUMBER PAF@6" O.C., _ /i STAGGERED I ATTACHMENT _ (2}#4 CONTINUOUS 7,„\\ STAGGERED \ � N PIPE COL., /\ \\/�\\\//\ / s7.2 . 01 • SEE PLAN SECTION B-B 8 DETAIL 9 MAILBOX COLUMN/ BEAM CONNECTION 10 EDGE OF TURNDOWN SLAB 02018OTAK, INC. 57-2.01 1" = 11_0" S7-2.01 ; 1" = 1'-0" S7-2.01 1" = 11-0" 1f this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly Otak iw H w ADDITIONAL VERTICAL BARS Ota= Z z O CONCRETE WALL, ---- 1 1/2" _ 1 112k) u-- ...41 th.NOTES SEEPLANFORSIZE & . A CLR. co i� 0 REINFORCEMENT 1 F ' #5 BARS AT 12" O.C. Otak Architects, Inc. p 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS a w 16 16" 808 5W Third Avenue, Suite 300 AND NORMAL WEIGHT CONCRETE. LENGTHS ARE IN INCHES. b Portland, OR 97204 TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR UNCOATED BARS D F � • • Y' ' ' 2. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL13 ' main 503.287.6825 Lengths (In.) per Concrete Streng h (psi) • ° ° ' www.otal<.com ELEMENT, CONCRETE COVER, AND THE CENTER-TO-CENTER SPACING N. „ (3)#5 AT EACH SIDE OF OPENING 3000 psi 4000 psi 5000 psi — N. � r L" P OF THE BARS, ARE DEFINED AS: Bar Lap Top Bars Other Bars Top Bars Other Bars Top Bars Other Bars JD 112"0 SMOOTH BAR x 5'-0" BACKER ROD & SEALANT —""`• ^--�'— DOn ''R Size Class Case 1iCase 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 BEAMS OR COLUMNS: 1 N LONG W/ONE END �� t�,f 0o NOTE; TOP AND BOTTOM BARS TO #3 A 22 32 17 125 19 28 15 22 17 ! 25 ! 13 19 CASE 1: COVER AT LEAST 1.Odb AND C-C SPACING AT LEAST 1.0db IF GREASED, MATCH CONTINUE THRU JOINT. DO NOT A (2 #5x4'-0" DIAG. C4� G , N �' HORIZONTAL BAR OPa ING 2"CLR e,•_, F A 29 43 22 33 25 37 19 29 22 I 33 17 25 STIRRUPS OR TIES ARE PROVIDED THROUGHOUT LENGTH OF SPLICE 7 I LAP BARS WITHIN 4-0' OF JOINT. }� TYP BARS AT EACH Oc ; r 1' B 28 42 22 32 24 36 19 28 22 I 33 17 26 NOT LESS THAN THE CODE MINIMUM SPACING, OR COVER AT LEAST --- SPACING WALLS 8" THICK OR LESS L. .—_ .•.�. = CORNER A. B 37 - 56 29 43 32 48 25 37 29 43 22 33 1.0db AND C-C SPACING AT LEAST 2.0db IF STIRRUPS OR TIES ARE NOT " db = DIAMETER OF BAR 1 1/2" r A 36 54 28 41 31 47 24 36 28 42 22 32 PROVIDED. CLR.z 1 112" _•� r , { �+' " ., #5 CASE 2: COVER LESS THAN 1.0db OR C-C SPACING LESS THAN 2.0db CONCRETE WALL, ADDITIONAL VERTICAL B 47 70 36 154 40 60 31 47 36 54 28 42 d SEE 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 • , /d G. ET1 ` B 56 84 43 64 48 72 37 56 43 65 33 5050% ••• - - WITHIN THE GIVEN SPLICE LENGTH. USE CLASS "B"WHERE OVER 4db _ _�_ -\ No. 9, No. 10 AND No. 11 #7 A 63 94 48 72 54 81 42 63 49 73 37 56 OF THE BARS ARE SPLICED AT ONE LOCATION. 2 112" MIN. 6db r° ' ° - o_• I I VMS: 1 ars I� 11 •,,,. r — B 81 122 63 _ 94 70 106 54 81 63 I 94 49 73 �1 �� No. 14 AND No. 18 ° ° a @"L" � 12"NO ADD'L 3-29-2018 A 72 107 55 82 62 93 48 71 55 83 43 64 4. ACI318 DOES NOT ALLOW TENSION LAP SPLICES OF #11 TO #18 ° 4a _' T 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 E- • ;4�.. 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 I 122 63 94 �' �, -, P • < d - t - IV- 5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF A 91 136 70 105 79 118 61 91 70 105 54 81 CONCRETE CAST BELOW THE BARS. �. — #10 B 118 177 91 136 102 153 79 118 91 137 70 105 112"0 SMOOTH BAR x / BACKER ROD& SEALANT RECTANGULAR OPENINGS WI "L" GREATER THAN 12" DBG PROPERTIES A 101 151 78 116 87 131 67 101 78 117 60 90 6. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE D=FINISHED INSIDE 5'-0" LONG WI ONE END co NOTE: TOP AND BOTTOM BARS TO #11 B 131 196 101 151 113 170 87 131 101 152 78 ,_ 117 TABULATED VALUES BY 1.3. BEND DIAMETER GREASED. MATCH F CONTINUE THRU JOINT. DO NOT ' NOTE: LLC 96 144 108 157 83 125 97 145 75 112 A•( D= 6db FOR#3 THRU #8 HORIZONTAL BAR LAP BARS WITHIN 4'-0" OF JOINT. DETAIL APPLICABLE FOR ALL #14 N/A 125 187 _ #18 NIA 161 241 7. LD CASE 1, CLASS A, OTHER BAR D= 8db FOR#9, #10 SPACING OPENINGS, UNLESS NOTED 124 186 139 209 I 107 161 125 187 96 144 LS CASE 1, CLASS B, OTHER BAR D= 10d FOR#14 WALLS THICKER THAN 8" OTHERWISE. MAX LENGTH OF 5-0". „44 Enayat Schneider r1- BAR LAP SCHEDULE 2� BAR BENDING DETAIL 3 CONCRETE WALL CONSTRUCTION JOINT r4�. TYPICAL CONCRETE WALL OPENING Smith y • Engineering, S8-o1 NOT TO SCALE s8.o1 NOT TO SCALE S8.01 NOT TO SCALE ss.o1 NOT TO SCALE 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT ://: - NOTE: VERTICAL THIS DETAIL IS TYPICAL FOR ALL RE REINF. LS TYP. ENTRANT CORNERS CAST IN PLACE OR TIES CONCRETE SLABS, BEAMS, DECKING e: 114" MIN. SAWCUT TOPPING AND WALLS. THIS DETAIL ALSO . .. „ " __ „ . APPLIES AT ALL RE-ENTRANT CORNERS AT CONSTRUCTION JOINTS. 1 /••,,'_.; _ - - •.,. - .° . - ."`. ='= � : � ' •- •• 1 II #5x4'_0" E.A. FACE „J - ♦ d s ° d #5CORNER CONT.E.A.EACHFACE SIDE OF lef - -" a , ' DOWELS TO MATCH SIZE - _..e , DOWELS TO MATCH SIZE AND SPACING OF HOR1Z. a - •' AND SPACING OF HORIZ. - REINF., SEE SCHED. . '£ ' = Y -. � ; REINF., SEE SCHED. � . ,', CONCRETE SLAB, SEE PLAN ( T SLAB THICKNESS) " , , ° FOR LAP SPLICE co • • ., . =4'' FOR LAP SPLICE - FOR SIZE & REINFORCEMENT . . :, - -1.• ' _i .., / / / // VERTICAL REINF. _°'_ - VERTICAL REINF. 4 SAWED CONTROL JOINT (CJ1 / ik: ,; °7-- OR TIES a OR TIES .- FACE OF WALL/COLUMN3'-Q"TYPICAL F'�u) y dOR GRADE BEAM CONCRETE SLAB, SEEPLAN1/2"0 SMOOTH BAR x 2'-0" / cn _,. = MIN. (2)VERT. FOR SIZE & REINFORCEMENT Z -���- BARS AT END ' WI ONE END GREASED ll w 4a - a' • i I a 112" BACKER ROD & CAULK a = a M < ° PLAN VIEW . _ `' ! A F -0 2'-0" / '' CONCRETE SLAB (SEE Q #4 HAIRPIN x .- I ° PLAN FOR SIZE & re i SPACED TO ' REINF.) MATCH WALL \ 1/2" EXPANSION1114CCO REINF. JOINT MATERIAL CONSTRUCTION JOINT (CJ1 PLAN VIEW a o CCNOT TO SCALE ._8.0_1.) NOT TO SCALE 58.0) NOT TO SCALE S8.01 NOT TO SCALE (i) 0 CC- ril u_i co J `- O W zcr' I— iii = o Q U. 0 SHEAR WALL 2x4 FLAT BLKG AT SHEAR WALL 2x4 FLAT BLKG AT W Z - TOP OF WALL SHEATHING PANEL JOINTS SHEATHING PANEL JOINTS o/ 2x TREATED PL `� 1%-- 111 O •• /� ANCHOR BOLTS 2x TREATED PL - 1�4 ANCHOR BOLTS -- -%-, - . q. . - -k-. i1` - - a °- . -° ,,°- ° e PER PLAN PER PLAN , :•. �° °_ ' SHEAR WALL SHEAR WALL - LL OPENING, a • ` -4 i EDGE NAILING EDGE NAILING TITLE EXTEND 4' 0" _ a 1/2" EXP JOINT -- 1/2" EXP JOINT Y _d f. '• V 's d ♦° - ,• - • a - ' 112" EXP. MATERIAL # DATE DESCRIPTION PAST EDGE OF '< -° `" OPENING Ar ' ; ' ' '' °. a ° EXTERIOR • CONC SLAB, SEE PLAN - INTERIOR STUD WALL, CONC SLAB, SEE PLAN d • .. !! t d GRADE FDR REINF & ELEVATION PATIO SLAB, FOR REINF & ELEVATION " : / ` `.'° SEE PLAN SEE PLAN ' ` . '64, LONG AT FOUR =• ° .. .. SHEARWALL SHEATHING ANCHOR BOLTS, PER TYP. WALL REINF. - ° 1 SIDES ° ° d ` .r, .dr°. .� ° Q, f d d _ • • ° -°r • . a . AS REO'D, SEE PLAN / PLAN , . � . -- - -, - d q _ ��,. I CONCRETE co: WALL PER ' ' .-.. °., 2 112"CLR. TYP. a �— \. 6,r - r (3) #4 CONT. ---- #4 Z-BARS @ 18" O.C. /\_ _ ALTERNATE TOP & BOT. HOOK -°• PLAN N•'. ' :. � ° (2)#5 EA. TOP ° AN■SOTTO .' 4 SAW CUT CONTRUCTION O' OPENING, ° a. ' q ° SAW CUT CONTRUCTION JOIST, SEE 7/S800 "•'• •, d P. 4 #4 T&B AND AT JOIST, SEE 7/S800 ` ° #4 T&B AND AT - . a 12" 0.C. CONC. SLAB-ON-GRADE, 12" O.C. REVISIONS 4 : ' . - _ SEE PLAN _° > "', -' a`+` • SEE PLAN �._ _ -SEE PLAN '4- • - 1•.4,:/---:, " :iNII,X4: ,, •-`'., , -`•., :-. .- 4'- •, .' ...*. . . - • 4 " 4 • . ° a 56,JD TDS . � _ � • :,d °•.-\ .: y, dj • � :."" - .a 4 ` [-... ♦ '.4 •d. •- : = : .. .• "' '• ° '///' n � _ - DRAWN BY CHECK BY - : �' 4 a z -- REINF, SEE PLAN `' \��' \� 4 ._4"-:- . ---,,i- �/ z 4 °a <° REINF, SEE PLAN ° g to Z_ i �/ � b V.\\/\\\ PERMIT SET OPENING MAX. -"1 - ' . ., - • • • ^ " 1I.. • a • ._, a e. _ 3"CLR,,�_ a 4 \ Z w 4 STATUS 24"O ROUGH I V w Lli _ • -..:.. �� �e ` - ,;4 -.\ \t.Ec /2/, LL, 1 •, •UJ �= OPENING NOTE: w hi = - i; � U _ 03.29.2018 DETAILS ARE APPLICABLE FOR 4 b q_` _- cry y II DATE ALL OPENINGS, UNLESS NOTED Y —/ ° C OTHERWISE. #4 AT 18" O.C. — 3" 3"#4 AT 18" O.C. - 17154 ALT. HOOKS REINF., SEE PLAN ALT. HOOKS - PROJECT NUMBER @ DIA 12" NO ADD'L SEE PLAN SEE PLAN REBAR NEEDED 6" .- SEE PLAN 6„ F S8 . 01 (9�, PIPE PENETRATION 10 TYP. EXTERIOR FOOTING 11-) DETAIL AT INTERIOR WALL - /12- EXTERIOR FOOTING AT PATIO 02018OTAK, INC. S8.01 NOT TO SCALE S8.01 1" = 1'-0" S8.01 1" = 1'-O" 58.01 / 1" = 1'-7 If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. _______/\/_......._ N/ 2x STUD WALL, SEE PLAN FIRE PROTECTION, -- SEE ARCH. ANCHOR BOLT, SEE PLAN Otak --,..., ---- 2x TREATED PLATE TYP. - --.-:::;.:-.:4-=:- --- !Q_f_'4 f." ° 112" EXP. JOINT " Otak Architects, Inc. d • • 808 SW Third Avenue, Suite 300 I I—! I I—III- ° • d. Portland, OR 97204 - ,, I a •.f/• '/_, /•.:;•. i `.:",1 main 503.287.6825 �..�a #5 AT 12" O.C. , . , �/�/�/� j www.otak.com _ EACH FACE : -.2 j\j . Ili \/ g L.., a,. ... EACH WAY \\\�,\\` :0 PRQF�•`", 4 i 7..: Li � SLAB REINF, SEE PLANS tt G E N FFA/rr in ';• NOTE: I : • - • .� EXTERIOR PAVING. SEE CIVIL u_ -,;110 a'A VERIFY PIT SUMP z Ft * . . DIMENSIONS WI ARCH SLOPE, SEE ARCH. 5 . .1. y .0 e ELEV. MANUF. PRIOR TO a = 8„TYP CONC. PLACEMENT \ w 'Ay 4 #5 AT 12" O.C. SUMP PIT I T.O. SLAB T 1- , jD G. ESP` -:- 1' -0" e ; . SEE ARCH r. EACH FACE COORD. W/ARCH. 1'- 0" _• �.:. Q r EACH WAY, T&B .- - -- 4 • :/// •:.--:.11 " 4‘-<,.../ .! = b �• _ !EXPIRES: 12/31/ 11 ! s r TYP coo , F 1. a - — — T.O_ SLA�B \�\\\,/\\\,\\\/ '$ -% \` \���\��� 3-29-2018 I 4 `. �' d. a •' , _ d' % ✓� - • -- - • SEE PLAN Y 2.„\ j / ',/\// i�j\�jj./ STAMP . fl a Ct (2)#4 CONTINUOUS ,�\ \� \\��\� �` b a -4 Ov § . „ d DOWEL TO MATCH �/ �, �/ �� — E} `� • tr _ fn WALL REINF. WI /\ „ � 8 a d d . d STD HOOK DBG PROPERTIES LV a '° • a a • ° LLC e . d a d- •4 '• °4 • f' •Q . Y a _ Y _ ° .. _ - _O. "d•, - .e _� d -' ° • �6 ” . .. a•, ° d. 'd _ - Enayat 2 EDGE OF PATIO DETAIL Schneider DOWELS TO MATCH c #5"Z" BARS W/8" I. Smith � VERT. WALL REINF., U END LEGS AT 12"O.C. 5 $8.02 1" = 1'-O"Engineering, Inc. TYP ;., AROUND SUMP PIT o 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 t- 720.904.1234 www.essdenver.com 1 ELEVATOR PIT DETAIL AT CMU __8.0_2) " = 1 i_0+i - - CONSULTANT ' " x 2 d: 's H" • DOWELS TO MATCH ': _ ;• Q WALL REINFORCEMENT p _ a N -- - & SPACING SIZE _ - - )� WOOD STAIRS, d ; . " ' , - :a qPo'. • SEE 121S821 coNCRETEWALL -4 - - - -e ° •rWALLBOTTOMSTEEL : •.�yr....................................7.... 1--- (f) LIJ a° • • L3x3x114"x6" LONG (2) 112" DIA. THRU BOLTS Z G TOP STEEL&TIES, IF r • .ed- L�"7. $ • l. AT STRINGER IN VERT. SLOTTED USED, SEE FOUNDATION.' ° - - ' .� - HOLES �/ •• PLAIN &SECTIONS° -.? pq- s <. °i° -. `4 ' < '•` SLAB PER PLAN 3" — (2) 518"0 x 6" EMBEM < D �-. X d EXP. ANCHORS U �, CLASS"B"TENSION LAP. TYP., k.•_ : ,--. .;.• - ., d a ° SEE BAR LAP SCHEDULE --,--! ,...:.::,4! _ . .. • - - _ . _ lj I R.�i.. 1 III4C U) AI 4 61 o NOTES: �� ` a 1+4 ) � a It .• C -_ - °d - .•$" d'd - OOo 1. SEE FOUNDATION PLAN FOR TOP OF = W . S • \-.. . - "�� , .11\ n� __-_-_ Q , •- `e FOOTING ELEVATION. w ' r/,'' I �/ -: „ ' - a ❑ I- 2. FOOTING STEP REINFORCEMENT TO f "p" MATCH WALL AND 1 OR FOOTING 1 - 0„ W Cl- T REINFORCEMENT SIZE AND SPACING. (3) #4 CONT. W/#4 CO0 U _ _ TRANS AT 16" O.C. THICKEN SLAB AT STAIR QrZ `Y' BOTTOM STEEL AS SHOWN in N Z All W Z O ~ 6 FOOTING STEP 7 STAIR STRINGER TO SLAB D c S8.02 NOT TO SCALE 68.02 1" = 1'-0" — I.I. I O D 0 Wo w z _ o0 4 I N- H TITLE # DATE DESCRIPTION REVISIONS SB,JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 02 ©2018 OTAK, INC. if this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. - STUD WALL, SEE PLAN 2x4 FLAT BLKG. @ Otak PANEL JOINTS N SHEATHING, SEE -FA PPLA / ANCHOR BOLTS, PER PLAN „.00111111.11.1.....-44111110.12 tk,'. WALL SHEATHING, / POST, SEE PLAN SEE PLAN 2x TREATED PLATE 112" EXPANSION JOINT Otak Architects, Inc. 808 SW Third Avenue, Suite 300 Portland, OR 97204 ANCHOR BOLTS, PER PLAN WALL EDGE NAILING, - CONC. SLAB, SEE PLAN main 503.287.6825 SEE PLAN 7 FOR REINF. WALL SHEATHING, 2x TREATED PLATE / www.otak.com SEE PLAN \ `\ •_�� GONG. SLAB, SEE PLAN - . _ POST, SEE PLAN SHEAR WALL SHEATHING \ « ! ! 4 \ / �— FOR REINF. , : I - 4 . '- ,-. ' ' %.'-'-. "'-. - \�• PRQ ��� 2x TREATED PLATE WI & EDGE NAILINGG N % POST, SEE PLAN #5 @ 12" O.C. r Eli I I i 1 ' I U ‘* e ANCHOR BOLTS, PER PLAN • I • " + �, y ,ZII BARS @ 18" O.C. L. "=°e ALT. TOP & BOT. HOOK 1 i ":•-..-:' .1 - ABU BASE 6..___----` = WALL EDGE NAILING, SEE PLAN N c0 '-1±---1II I �)a d� G. ET4114. (3)#4 CONT. r a' A - SLAB, SEE PLAN ---: / fi/` _J��— � \ n SLAB, SEE PLAN •.,4 1WIRES: 1I/3i/ Iq \ \\;: .. 2 - #4T&BAND@12" O.C. I. „ FOR REINF. i 4 ' SEE PLAN FOR REINF. i � FOR REINF. �" • #5 @ 12"O.C. 3-29-2018 CONTINUE CONT. 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L3x3x1/4 x 5'-0"W/518" DIA. x 6" 8" 4„ 6" $„ HAS @ 24" O.C. �� BRIDGE BY OTHERSOtak SITE PAVING, SEE CIVIL 7' r I \ Z, - - '' a - -~ .d` ' Otak Architects, Inc.. . • , , 15 �v - ? -N 6 808 SW Third Avenue, Suite 300 58.04 S8.04 +•I•I a - = r ti Portland, OR 97204 r—_ _ _ STEEL FRAME, SEE ELEVATION VW0��~ - 1 C4 main 503.287.6825 AL BO BRIDGE HSS 5x5x3/8 1 3/8 KNIFE PL L ," 314" DIA A307 ANCHOR ROD x �\� �•- WI WASHER & (2) NUTS (4" 4„ www.otak.com SEE CIVIL #5"Z'1 BAR @ 12" O.C.'' ab 0''; - L t PROJECTION), VERIFY JL i A I/ q CAP PL, TYP • , - °.„/ QUANTITY W/BRIDGE MFR. •'�� PRO/•. ': " / NOTE: (10)#8 T&B, �� �' N f�f N5 & FS, 7 GRADE LINE, SEE CIVIL STEEL FRAME &ANCHORS EAWAY ? �`� �_ TYP / 17 •,` : \ \ NOT SHOWN, SEE 1 &2/58.04 B - . 114 114tom, BRACE, SEE \ i I BASE PL 1 x 11 x 2`-0" z #5 @ 12" O.C. EW, EF. ' \ • �+� 1/4 ELEVATION \ co y 114 --_ - I 1 112" NON-SHRINK GROUT o .'4111‘.. y ' ,`: /\/� \ \ \� a d. �f. ..• 9yj� G. 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DENVER COLO I ". .b ' - • " , d ` , RADO 80205 oI O O - —6,-6" , s 720,904.1234 www.essdenver.com TO GRADE 1 N SEE CIVIL r SECTION A-A (6) #5 CONT., T&B --- - #5 @ 12" O.C., T& B SEE PLAN CONSULTANT r 1 PEDESTRIAN BRIDGE FRAME ELEVATION ( 2 '\ PEDESTRIAN BRIDGE FRAME (-3— \ PEDESTRIAN BRIDGE ABUTMENT _ 4 BRIDGE FOUNDATION S8.04 1" = 1'-0" 58.04 1" = 1 -0 58.04 ' 3/4" = 1-0" S8.04 1" = 1-0" BRIDGE BY OTHERS Ni Cn 114 T - CAP PL, TYP I -- CAP PL z 1—!, — WP AL. 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PER PLAN / Portland, OR 97204 FOR LAP main 503.287.6825 LU ATTACH HEADER NOTE: — : www.otak.com in LP YS PER IBC -. 2 16d PROVIDE 10d NAILS TWO ROWS OF 10d g Lu o FASTENING SCHED. / AT 12"O.C. AT NON- NAILS NAILS EACH SPLICE LOCATIONS, ROW ON EACH SIDE OF .,,., r , TOP PLATE JOINT. ��` f.�' a w 4 - I - OVERLAP TOP PLATES - G ! •N F J/� / TYP., U.N.O. o 1— Q ;-r-k)T� 1_4,7/ ! i AT ALL CORNERS & \ ÷ e rn 1 I 11 - ) INTERSECTIONS ac ' : 1 - - Y _ 1 4'-0" JOINT STAGGER DOUBLE JOIST .1""- In ' I 4-0' JOINT STAGGER > LCI a 1 ! ATTACH MULTI PLY . < 1 �r m co __ I STUDS PER IBC (3) 10d MIN r �. f' .•�� X f FASTENING SCHED. / ,� 4 v I ! \\ FRAME OPENING f� �A Q MIN (3) 10d AT EACH PLY I I I I I I I I / SEE MECH. FOR e'' E = w I ! I I I I I I I I I I T----- ---. Q I - OF HEADER fl;. SIZE LI_ out�rEs: 12/31/ 19 — 5 HEADER, SEE PLAN L___ I I TOP BOTTOM I'— �� 0p -` I - KING STUD., SEE PLAN FOR PLATE PLATE CONT. JOIST OR N �' a / — _I QUANTITY. TYP. JOINT JOINT 0 N3-29-2018 DOUBLE UP TRIMMER _ \ ..1_ _,� �l JOIST BLKG AT c3 JOIST, SEE PLAN STUDS AT JAMBS OF Yom- WOOD STUD WALL, SEE 48"O.C. `_` HANGERRUSSN STAMP ��, TRUSS MANUF. A OPENING LARGER THAN SCHED. 6'-0"AT BEARING WALLS WOOD STUD (2) SIMP DTC CLIPS AT f f l' -r-Lij-in-1:1-1-, U.N.O. ON PLAN. PARTITION WALL BLOCK EA. J U �_ NUMBER OF TRIMMER& KING STUDS (NON-BEARING) PLAN VIEW CALLED OUT IN HEADER SCHED. DBG PROPERTIES LLC 1 -- TYPICAL HEADER DETAIL 2 TOP PLATE JOINT DETAIL _ 3 TYP. NON-BEARING WALL DETAIL 4 TYPICAL FRAMED OPENING S8.2i /' NOT TO SCALE 8.21 NOT TO SCALE Viir 1" = 1'-0" S.8.2yNOT TO SCALE o.' 4 Enayat ► Schneider Smith y,A Engineering, Inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT LAM WITH: BUILT UP COLUMN f I • 4 OR MORE 2X4 AND 2x6: 112"0 THRU OR POST, SEE BOLT AT 8" O.C. (ALT. SIMP SDW22). PLAN • 3-2X6: TWO ROWS OF 30d COMMON WIRE ' NAILS AT 8"O.C. APPLY ONE ROW TO E.A. FLOOR TOPPING, SEE PLAN 2x STUDS PER PLAN SIMP SOS 114"x8" SCREWS @ 10" 2x WALL STUDS, FACE (ALT. SIMP SDW22). O.C. IN LIEU OF SHEAR WALL SEE PLAN , — CONN. PER SCHEDULE r i ' 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 7 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 R(1E) • CU, SEE PLAN TYP. FLOOR SHEATHING,-11 / PLAN SEE PLAN NOTESSEE PLAN TREATED ROW TO EA. FACE (ALT. SIMP SDW22). � / , .- -=--------�-----__ ,�,� -PLATE, TYP. __ 1 0 2-2X4: ONE ROW OF 10d COMMON WIRE NAILS AT 6"O.C. STAGGERED. r :a->;,,1 I I I FLOOR SHEATHING - '�� CI) I I I I I I� r OVER 3x T&G DECKING \\\ I I la • 4 ePER PLAN . z •. ° -, , - • _ JOIST, SEE PLAN SHEAR WALL EDGE rd- - C• - • -, NAILING PER SHEAR \ �� JOIST, SEE PLAN W 4 • e a• \ CO CC {2) 16d INTO _ 41 :' c ;.` :p . 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S8.21 1" = 1'-0" 58.21 1" = 1'-0" S8.21 1" = 1'-0" , s8.21" = 1'-0„ if this drawing is not 24"x 3B", it has been �/ 1 1 reduced/enlarged. Scale accordingly. (2) CS16 x 18" Otak � (ONE FACE OF POST) / SIMP A35 BOTH v ' SIDES OF POST, - STUD WALL FRAMING TOP AND BOT PLY SHIM TYP. FLOOR SHEATHING, SEE PLAN �-�- -- — — POST UP TO BEAM OR P.'4 Otak Architects, Inc. GIRDER TRUSS, ABOVE 10d TOE NAIL @ 6" O.C. _ I � • �l -, - 808 SW Third Avenue, Suite 300 FLOOR FRAMING FROM TOP PLATE TO �� �I Portland, OR 97204 CU, SEE PLAN WHERE OCCURS - TYP. FLOOR \ SHEATHING, SEE PLAN BEAM loo\ \ I o\ \ o-I \ ''\ main 503.287.6825 10d TOENAILS @ 6"O.C. ` OPPOSITE FACCE) OFEA (2) CS16x14" wwW.Ot81<.COt71 TYP. FLOOR SHEATHING, 0 �- ' SEE PLAN - � �� STUD OF WING WALL, TYP, DOUBLE 2x TOP PLATE WALL SHEATHING, SEE PLAN �� . e __,� • p PROF`- E. f � . e II I Ii e a0. CANTILEVER BEAM, SEE PLAN ck. S. II NOTE: USE TYPICAL `. -: SIMPSON A35 TOP & BOTTOM ,,.... SHIM AS REQ'D . 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STEM WALL, TRIPLE 2x6 BLOCKING @ 4'-0" O.C. MAX. DBG PROPERTIES 12" LONG MIN. (CENTERED AT CANTILEVER BOTTOM PL. - -- - -_.4 SEE PLAN OR HEADER BETWEEN — '� LLC POST) EDGE OF WING WALL - - - STUDS \ \\/\ _•9 /\ '►&1I ---,' Enayat t ( 1 2-HR STAIR ELEVATOR ( 2 TYPICAL BLOCKING BETWEEN FLOORS 3 WING WALL DETAIL _ ( 4 , EXTERIOR CANOPY Schneider 1, If " " i ' �� KS__8.2_2y/ 1�� _ 1 0 Smithr s8.22 1 = 1 -Q s8.zz 1 = 1 -0 s8.z2 1 = 1 -3 i n.9ineerin9, 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT 1\2— _i_ _/-\/— - STUD WALL FRAMING ABOVE, SEE PLAN GYPSUM SHEATHING, — 2x PLATE --7—V\--- - STUD FRAMING ABOVE SEE ARCH. FLOOR SHEATHING, WALL STUD FRAMING,GYPSUM SHEATHING, SEE ARCH. ' 14" MIN. SEE PLAN r SEE PLAN - -- CU, SEE PLAN � ./— r CU, SEE PLAN �� FLOOR SHEATHING, SEE PLAN // FLOOR SHEATHING, �,...,.... ) SEE PLAN WALL STUD FRAMING, SEE PLAN ` e ikb i al i i. o o o.o� �_.�__: WALL SHEATHING, SEE PLAN i FLOOR SHEATHING, SEE PLAN FLOOR EDGE NAILING, SEE PLAN Zc Ur A ' r �` i ` ICL) DOUBLE 2x PLATE rWALL EDGE NAILING, SEE PLAN CS16 CONNECTING TOP z PLATES ON OUTSIDE ' -v r+�lllF F WALL EDGE NAILING, SEE PLAN BEAM, SEE PLAN 10d TOENAILS A�� . N FACE OF WALL J STOP TOP PLATES ON @ 6" O.C. cv Cn w / EA. SIDE OF BEAM iC, tt PACK AS REQ'D a CORRIDOR DECKING, _ �_ PROVIDE STUB POST r SEE PLAN N ,_/ ! 1 BEAM, SEE PLAN `:: r r -STEEL CANOPY BY OTHERS UNDER BEAM WITH STUD --- Mit L _1 NAILED TO EACH SIDE I-JOIST, SEE PLAN g ctQ > � ;®��.' - �� (2) 114"x3" SDS FROM ` W i. A35 FROM BEAM / �\ STUD TO BEAM EA. SIDE � TO POST �- MEI,; / G , , I �/\r� _ \�_— ��_� STUD WALL FRAMING, I SEE PLAN HANGER, SEE PLAN � 3x8 LEDGER WI(3) 114" (f) POST, SEE PLAN DIA. x 6" LAG SCREWS DOUBLE 2x TOP I-JOIST FRAMING, 2' 0 MAX __•._\/\___ — �- AT 6" O.C. J PLATE SEE PLAN Q (4) 114" DIA x 6" LAG SCREWS STITCH NAIL STUDS TO SIMPSON LTP4 @ 18" W @ 18" 0-C. MAXIMUM BOTH SIDE OF POST& O.C.. ITS HANGER, BEEAM U.N.O. ON SHEAR WALL TYP. SCHED. a 0 D • BEAM, SEE PLAN ♦n o 0 5 EXTRERIOR CANOPY AT STAIR _ TYP. BEAM TO COL CONNECTION AT EXTERIOR 7 INTERMEDIATE LANDING / 8� CORRIDOR/UNIT WALL AT 2HR FIRE RATING CC 0 Y co 58.22 / 1" = 1 -0 58.22 1 = 1 -0 S8,22 1" = 1 -0 S8.22 1 = 11-0" ..� N Q \ - � W Z 0) Ct LL = o � W UEt ) 0 _ or0 O F E LL GYPSUM SHEATHING, -- TYP. WALL EDGE SEE ARCH. NAILING, SEE PLAN --•,./V TITLE / GYPSUM SHEATHING, -- - / SEE ARCH. _^ v 7\/---- _`V # DATE DESCRIPTION / CU, SEE PLAN /III��� 2x PLATE / TYP. FLOOR SHEATHING, • CU, SEE PLAN SHIM AS REQ'D SEE PLAN TYP. FLOOR SHEATHING, FLOOR SHEATHING, CORRIDOR DECKING, SEE 9/88.21 5EE PLAN \ SEE PLAN FLOOR SHEATHING, SEE PLAN 6x12 ' !01F-2::.; DOUBLE 2x TOP PLATE j AT EXTERIOR WALL �\ 10d TOENAILS @6"O.C. M 10d TOENAILS @ 6 O.C. 11n1.1N v _ r , \ SHIM AS REQ'D I>I><I 1><1 low - �- VESTSEE PlLANE DECKING, 1. Ioo 00 00 oa o0 oa oo, as ao oD oo eo � REVISIONS •7..Mit_ 411/4,\ I NN WALL STUD FRAMING, z -.= ' --1, \. 1 I 14" MIN. EA. SEE PLAN ` TYP. FLOOR FRAMING, SIDE OF STEP \ ) / iL Ali.,�r, •,.� \, 2x8 BLKG BETWEEN SEE 9158.21 DOUBLE 2x TOP PLATE SB,JD TDS 1r_ . ,,,�' \ \ \ STUDS AT CORRIDOR WALL DRAWN BY CHECK BY . 1 CORRIDOR DECKING, SEE PLAN T 3x8 LEDGER WI 3 114" 6x12 PERMIT SET DEA. x 6" LAG SCREWS CS16 FROM BLKG TO STUD z N VESTIBULE DECKING, AT 6" O.C. CORRIDOR TOP PLATE \ SEE PLAN WALL FRAMING, STATUS -f SEE PLAN � HANGER, SEE PLAN EA. FACE OF WALL � 03.29.2018 3x6 LEDGER W/(2) 1/4" DIA. x 6" /� w \/ DATE LAG SCREWS AT 6" STAGGER =' LAG SCREWS W/SCREWS SIMPSON LTP4 @ 18" O.C. ..._.__V\... .. \-- SIMPSON LTP4 @ 18" 17154 U.N.O. ON SHEAR WALL PROJECT NUMBER FROM LEDGER ON OPPOSITE O.C. U.N.O. ON SHEAR SIDE SCHED. WALL SCHED. BEAM, SEE PLAN S8 . 22 ©2018 OTAK, INC. (--- --- CORRIDOR BEEAM W/ LEDGER 10\ VESTIBULE WALL AT 2HR FIRE RATING 11 2HR WALL AT OPENING/UNIT X12 TOP PLATE STEP AT EXTERIOR/CORRIDOR WALL lf this drawing is not 24"x 36", it has been S8.22 1" = 11-0" 58.22 1 = 1'-�" reduced/enlarged. Scale accordingly. 58.22 ; 1 = 1 -0" S8.22 1 = 1 -0 Otak „......,.. „...H.".44 ilk 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, SEE PLAN Portland, OR 97204 (3) 16d TOENAILS EA. SIDE main 503.287.6825 www.otak.com OF BLKG. TO STUD EXTERIOR MODIFIED FLOOR SHEATHING, BALLON-FRMED WALL r / SEE PLAN , • • . W / i- . ..`_ w G �� ,,,, 1. \\\://r— , - iii 1-- ' a, . . . A ,„ - (7) , , , SIMPSON GA1 FROM TOP E� rrooro �` PLATE TO 6x12, BOTH !� SIDE OF WALL STAIR LAN I ,0 G. 0 � S I D NG JOIST, FXP�RES. 17131 SIMPSON CS16 FROM INTERIOR PLATFORM \ SEE PLAN ci • SIMPSON GA1 FROM ' TOP PLATE TO BLOCKING FRAMED-WALL W/6x12, SOLID 6x10 BLOCKING 3-29-2018 TOP PLATE TO BLKG. SEE 1/S8.22 BETWEEN STUDS AT TOP FLANGE HANGER, STAMP LEDGER ATTACHMENT • SEE PLAN — LSL BLKG BELOWJ 'm '—` t- INTERIOR PLATFORM — — L FRAMED WALL W/(1) PLY 2x8 LEDGER W/(2) 114" DIA. x 6" LSL BLOCKING LAG SCREWS AT 6" O.C., DBG PROPERTIES STAGGERED LLC m TOP PLATE STEP AT EXTERIOR TO INTERIOR WALL r 2 ` TOP PLATE STEP AT 2HR WALL 1 STAIR LANDING LEDGER (2HR FIRE RATING) ` I Enayat S8.23 1" = 1'-0" 58.23 I„ = 1._0„ S8.23 J 1„ = 11,0„ Schneider Smith Engineering, Inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT F- z w Cl) I-- I- Z CK W 0 _ M Q H CO Q Q w < 0 0 CO Ct 0 D Lij� M z J YN WN 0 Li_ = o ctLL o W cnw 0 = o < 0 F- I- LI_ TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 23 ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. - • DOUBLE 2x PLATE SHEAR WALL EDGESHEAR WALL EDGE -- NAILING, SEE SHEAR NAILING, SEE SHEAR WALL SCHED. DOUBLE 2x PLATE WALL SCWED. (2) 10d AT EA. TRUSS Otak PROVIDE SHEATHING BOTH SIDES OF TRUSS. PROVIDE SHEATHING -- . ` 8d @ 6" O.0 EDGE NAIL 8d @ 6" O.C. EDGE NAIL BOTH SIDES OF TRUSS. / '-- EXTEND TRUSS END - TYP ROOF EDGE NAILING VERTICAL MEMBER (2) 10d AT EA. TRUSS TO FORM PARAPET &� EXTEND TRUSS END -�� VERTICAL MEMBER ;.__�_ '�' i 8d @ 6" O.0 EDGE NAIL Otak Architects, Inc. DESIGN FOR +1-82 Mitt TO FORM PARAPET & 01� € ,- ROOF EDGE NAILING - 10d TOENAIL AT 6" O.C. PSF WIND LOAD ! 8d @ 6" D.C. EDGE NAIL (6) 10d NAILS AT EA. TYP. ROOF 808 SW Third Avenue, Suite 300 111 z DESIGN FOR +1 82 v PSF WIND LOAD _ ROOF EDGE NAILING END OF BRACE TYP. ROOF SHEATHING, SHEATHING, Portland, OR 97204 ir ROOF EDGE NAILING SEE PLAN main 503.287.6825 SHEAR WALL EDGE a (3) 10d AT EA. SEE PLAN - TYP. ROOF SHEATHING, NAILING, SEE SHEAR w o TYP. ROOF SHEATHING, SHEAR WALL EDGE Q - BLKG., TYP. ,- 2x6 BLKG. BETWEEN www.otak.com w ut o SEE PLAN • SLOPE, SEE WALL SCHED. Uy "T, SEE PLAN NAILING, SEE SHEAR w -' TRUSS TYP TOP & SLOPE - (3) 10d TOE NAIL TRUSS 2x8 CONT. BLKG. - - SLOPE; SEE ARCH. WALL SCHED cn SLOPE, SEE ARCH. \ / / BOTocE / r ARCH. SEE ARCH, TO PLATE . ; BETWEEN TRUSSES 2x8 CONT. BLKG. ? TRUSS BLOCKING .�_� NS / ti��E� p�Qf�1`r. Si -- 1 BETWEEN TRUSSES l AS RER'D BY MANUF C4 } I N 6e ''° IIII --.7 x x x SIMP A35 ANGLE @ ` r N. / c r x x 24" D.C. U.N.O. ON .. �� SIMP A35 ANGLE @ 24" , �" ` )K ` SHEAR WALL SCHED. — O.C. U.N.O. ON SHEAR `�� /2x BLKG. BETWEEN WALL SCHED. I Q Z r ,1.. T.►`-''TRUSSESlit , 2x BLKG. BETWEEN \ 10d @ fi" O.C. OTRUSS OVER SHEAR /\\ TRUSS / yM - GIRDER TRUSS ,` IIWALL- DESIGN FOR 300 ER y�� G. Etk� -.01-43E .OPL. 1 , rik BY OTHER TRUSSES 0 1 I PLF DEl1RES: i? —SEE ARCH. .1i . f�1/ E T.O. PL. 2x6 BRACE AT 1 Od TOENAILS AT 6" O.C. c ►� 1. • .€- '_ �.% \\ /' ± SEE ARCH 6' 0" O.C. TYP. U.N.O. SHEAR WALL TRUSS BLOCKING AS r 3 29-2018 SHEAR WALL EDGE \NHANGER BY SHEAR WALL EDGE ? SCHED. STAMP NAILING, SEE SHEAR x c`.r �- TRUSS MANUF. \ - ---- REQ'D BY MANUF. SIMP H2.5A AT EA. TRUSS WALL SCHED. / \ r J )0K NAILING, SEE SHEAR % \ _ x = x ��Y M (ADD'L H7Z AT GIRDER TRUSS) -./ \ WALL SCHED. XN ._ N� ROOF TRUSS TRUSS BLKG. SHEAR WALL EDGE NAILING, - irA 10d TOENAIL AT 6" 10d TOENAIL AT 6" /_ _\, \ BY OTHERBETWEEN TRUSSES, SHEAR WALL SCHED. - O.C. U.N.O. ON SHEAR 10d @ 6" O.C. D.C. U.N.O. ON SHEAR A35 ANGLE AS NOTED SEE 111 S8.31 pew WALL SCHED. WALL SCHED. ROOF -RUSSES BY OTHER ON SHEAR WALL - SHEAR WALL EDGE DBG PROPERTIES / --- ROOF TRUSSES BY OTHER NAILING, SEE SHEAR (2) 2x PLATE, FOR - SHEAR WALL SHEATHING, LLC SCHED. WALL SCHED. LAP SEESEE SHEAR PLANS HEADER WHERE - - H2.5A AT EACH HEADER WHERE H2.5A AT EACH TRUSSZ 2/S8.21 OCCURS, SEE PLAN _ - (ADD'L H7Z AT GIRDER TRUSS) ' OCCURS, SEE PLAN TRUSS (ADD'L H7Z AT SHEAR WALL SHEATHING, -.............'° GIRDER TRUSS) 7 / (2) 2x PLATE, FOR SEE SHEAR PLANS -�� 2x INT. STUD WALL, SEE SCHED. EXT. SHEATHING, SEE EXT. SHEATHING, SEE (3) lOd TOENAIL LAP SEE 2/S8.21 �'�`I SHEAR WALL PLANS - (2) 2x PLATE, FOR SHEAR WALL PLANS TRUSS TO PLATE 2x INT. STUD WALL, LAP SEE SEE SCHED. Enayat der 2x EXT. STUD WALL, -- 21 SS.21 2x EXT. STUD WALL, � (2) 2x PLATE, FOR Smith y SEE SCHED. ~ SEE SCHED. LAP SEE 2158.21 Engineer ng, 2'-0" MAX. nc. 3141 WALNUT STREET, STE. 203A Ank ROOF TRUSS PARAL. TO EXT. WALL 2 ROOF TRUSS PERP. TO EXT. WALL _ 3 ROOF TRUSS PARALL TO INTERIOR WALL 4 ROOF TRUSS PERP. TO INTERIOR WALL DENVER, COLORADO 80205 Nir1" = 1'-0" S8.31 1" = 1'-0" - S8.31 1" = 1'-0" S8.31 1" = 1'-0" 720.904.1234 www.essdenver.com 2" 411 2" 7 CONSULTANT ■ IN WALL SHEATHING, SEE PLAN TYP. ROOF EDGE NAILING BEAM, SEE PLAN 2" 4" 2" n �- GUARD RAIL BY • GUARD RAIL BY OTHERS OVERBUILD FRAMING, SEE ARCH i OTHERS WALL EDGE NAILING, SEE PLAN ROOF SHEATHING, SEE PLAN S AELL S N ATHING, OVERBUILD FRAMING, 5EE ARCH O i CONCRETE TOPPING, SEE ARCH 10d TOE NAIL @ 6"O.C.TYP. FLOOR EDGE NAILING, / U.N.O. ON SHEAR WALL GUARD RAIL BY TYP. FLOOR EDGE NAILING, O I O FLOOR SHEATHING, _ SEE PLAN SCWED. "" I ` i OTHERS/ / OTHERSRAIL BY SEE PLAN MAX THICKNESS=2 1/2", 2x PLATE WITH 16d NAILS @ 6" )( )( O I 4/ SECTION A-A SEE PLAN / 0,C. U.N.D. ON SHEAR WALL . SCHED. WALL SHEATHING, SEE PLAN I - A-A CONCRETE TOPPING, ' 2x PLATE WITH 16d NAILS @ 6" TYP. FLOOR NAILING, - 0 f 1 a MAX THICKNESS=2 112", 0,C. U.N.O. ON SHEAR WALL TYP. FLOOR EDGE 1 ' SEE PLAN I € SEE ARCH SCHED. NAILING, SEE PLAN I TYP. FLOOR SHEATHING, i SAWN LUMBER JOIST, SLOPE SEE PLAN SEE PLAN SECTION A-A FLOOR SHEATHING, PL318x8x9 114 PL BOTH -- -- € SEE ARCH. / TYP. WALL EDGE NAILING SEE PLAN • FLOOR SHEATHING, SEE SIDES OF BEAM WI(4) I 7 PLAN - ���- ,. DOUBLE 2x PLATE, SEE 2158.21 q_q ►I SLOPE • / 112" DIA. THRU BOLTS = f ,,, • PL3/8x8x9 1/4 BOTH SIDES SEE ARCH. �, r 1" ROOF SHEATHING, SEE PLAN OF BEAM W/ (4) 112" DIA. ; -�_ �!►� �1 THRU BOLTS \ w �r±l �: • .... .` `� i `��`ti � @ - WALL SHEATHING, SEE PLAN I- 1" 1, co a ( f ,.n.. 11G_ I .��.. _111 (3) 10d A. BLKG., TYP. E G. "% I AA ° - .,y 2x PLATE WI 16d NAILS @ 6" z �T�IT� c*) s 2x6 BLKG. BETWEEN ', w I c rill -11 O.C. U.N.O. ON SHEAR WALL Cn I . - �'_,. WELD GUARD RAIL FULL TRUSS N. DEPTH OF PLATE SCHED. FLOOR JOIST FRAMING, Z I— WELD GUARD RAIL FULL _ (2) 2x8 RIM BOARD SEE PLAN (6) 10d NAILS @END • TYP. ROOF EDGE NAILING, DEPTH OF PLATE OF BRACE \ SEE PLAN (2) 2x8 RIM BOARD SEE PLAN SEE PLAN F i 4 ,s,»,-.-Ow. FLOOR JOIST FRAMING, TOP FLANGE HANGER, ice_ SIMPSON A35 FROM I - SOLID PACK AS REQ'D H2.5A BOTH SIDES OF JOIST 2x BLOCKING BLOCKING TO EA. STUD b Q ''' ''‹ .._91+ t. GLULAM BEAM, SEE PLAN -� 7DECK JOIST, SEE PLAN STUD WALL FRAMING, SIMPSON A35 @ 24" O.C. U.N.O ON SHEAR WALL Ci) • SIMPSON A35 FROM SEE PLAN / PLAN �*� J 2x6 BRACE AT ---� TOP FLANGE HANGER, BLOCKING TO EA. STUD 10d TOENAIL 6" H2.5A BOTH SIDES - �fl NAILING SEE PLAN O.C.@ 40 TO 60 DEG. TYPICAL WALL EDGE OF JOIST NOTE: DECK FRAMING SAWN 6" O.C., TYP. r� CL I- LUMBWER SHALL BE PRESSURE DECK JOIST, SEE PLAN NOTE: DECK FRAMING SAWN STUD WALL FRAMING, A35 @ 24" O.C. - 2x8 LEDGER W/(2) 114" --- TREATED, GLULAMS SHALL BE - ROOF TRUSSES ------.--- SIMPSONLUMBWER SHALL BE PRESSURE SEE PLAN BY OTHERS w 2x8 LEDGER W/(2) 1/4" --• TREATED, GLULAMS SHALL BE DIA. x 4" LAG SCREWS EXTERIOR GRADE I1 - DOUBLE 2x PLATE0 DIA. x 4" LAG SCREWS EXTERIOR GRADE GLULAM BEAM, SEE PLAN -- @ 12" O.C. _ SIMPSON A35 - _ --1�-- I❑ @ 12" O.C. IX C0 SEE PLAN WALL FRAMING, ( 5" DECK WITHOUT CANTILEVER / 6 , DECK AT CANTILEVER LOCATIONS (-7 ' HIGH ROOF FRAMING PARALLEL TO WALL Q Lu c� Z S8.31 1„ = 1'-0" 5� 8.31 1" = 1 -O" S8.31 1„ = 1'-0" ' RI R DOUBLE 2x PLATE - Z 07 Q 8d @ 6"O.C. EDGE NAIL �� TYPICAL ROOF EDGE NAILING (2) 10d @ EA. TRUSS TYP. ROOF EDGE NAILING = LL W c 0 LL BEAM, SLOPE, cc TYP. WALL EDGE _ BEAM, SEE PLAN 0 SEE ARCH. TYPICAL WALL EDGE NAILING NAILING, SEE PLAN `!� SEE PLAN - ROOF EDGE NAILING, - 2x BLKG. SEE PLAN 0 -- SIMPSON A35 @ 24" O.C. EXT / CS16 x 18" BOTH SIDES OF � � Z( \ ND TRUSS END VETE CALM MEMBER TO ¢ EACH WALL STUD TITLE FORM PARAPET& � � --- ROOF SHEATHING, `� - STUD WALL FRAMING, SEE PLAN DESIGN FOR +1 82 sfLu SEE PLAN /7 P ROOF SHEATHING, SEE PLAN TYP ROOF SHEATHING # DATE DESCRIPTION WIND LOAD SEE PLAN FACE MOUNT HANGER, ROOF EDGE NAILING, SEE PLAN FULL HT TRUSS BLOCKING 10d TOE NAIL @ 6" O.C. SEE PLAN 10d TOENAIL @ 6" O.C. . TRUSS BLKG. BY TRUSS TYP. ROOF EDGE TYP. WALL EDGE ;" 7.< . � —:- TYP. ROOF EDGE NAILING MANUF. DESIGN FOR 300 NAILING ROOF JOIST, NAILING, SEE PLAN I ° ° PLF SHEAR LOAD (/r SEE PLAN H2.5A BOTH SIDES OF — ROOF SHEATHING, SEE PLAN TYP. WALL EDGE PROVIDE A TRUSS VERTICAL JOIST � \• , ° o°I NAILING, SEE PLAN AT BLKG. LOCATION, TYP. - SIMPSON A35 @ 24" ° ° WALL SHEATHING, SEE PLAN O.C. U.N.O. ON SHEAR *o ° ° 1111/aft - 1----- , .r WALL SCHED. 2x8 CONT. BLKG. B/W -- '��� I TRUSSES ° -'• / TRUSS BLKG . ( Z \ Tim _ U N 100_ ON 51HEAR EP WALL 10d TOENAIL AT 6" D.C. / \H2.5A @ EA. TRUSS O SCHED. REVISIONS . --i (H7Z @GIRDER TRUSS) WALL SHEATHING BOTH SIDE OF ° T a -�\�- -��- • PARAPET, SEE PLAN T.O. PL. 14 \ L .°.. r\/T- !�'\ SEE ARCH. O ►� z 11..--- i \ \\ z SIMP A35 ANGLE AS SB,JD TDS ROOF TRUSS BY OTHER DRAWN BY CHECK BY 2x BLOCKING BIW NOTED ON SHEAR iv / TRUSSES 10d TOENAIL @ 6" O.C. WALL SCHED. PERMIT SET TYP. WALL EDGE • -\ \ H2.5A BOTH SIDES OF _ _ NAILING, SEE PLAN TRUSS CS16 WRAPPED OVER X - 11`,7=`,-/T, i STATUS - _ �. TOP OF BEAM I fI f ��! 1 / l` � 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 ` POST, SEE PLAN I 1 SCHED. NOTE: USE TYPICAL WALL SHEATHING 10d TOE NAILS AT 6" O.C. 17154 STUD WALL FRAMING, BOTH SIDES OF WING WALL BETWEEN TRUSS BLKG. PROJECT NUMBER SEE PLAN - DOUBLE 2x TOP PLATE STUD WALL FRAMING, &VERT. WEBS OF SEE PLAN TRUSSES, TYP STUD WALL FRAMING -- STUD WALL FRAMING, I ,� ' I SEE PLAN DOUBLE 2x PLATE S8 . 31 8 HIGH ROOF FRAMING PERP. TO WALL � - , ©2018OTAK, INC. 58.31 1" I= 1'-0" 9 l TRUSS CANTILEVER _ 10 HIGH ROOF AT WING WALL (11 TYP. ROOF TRUSS BLOCKING DETAIL _.8___._3,:y1" = 1'-0" S8.31 1" = 1'-0" s__8_:_3:1_,"• 1" = 1'-0" If this drawing is riot 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. -- I _ 2x BLOCKING BETWEEN JOISTS U.N.O. ON SHEAR WALL � SCHED. ' - TYP. ROOF EDGE NAILING f 3 DOUBLE 2x PLATE 0, WALL SHEATHING, SEE PLAN `i. '.. .1. b e t l\ \ - Otak Architects, Inc. 10d TOENAIL @ 6" O.C. U.N.O. • ► I ,`_ 808 SW Third Avenue, Suite 300 WALL EDGE NAILING, SEE PLAN ROOF SHEATHING ON SHEAR WALL SCHED. - GYPSUM SHEATHING, SEE ARCH Portland, OR 97204 SIMPSON LUS HANGER main 503.287.6825 \ ROOF EDGE NAILING, SEE PLAN www.otak.com GYPSUM SHEATHING, �\ ' I SEE ARCH. -7 r WALL EDGE NAILING, SEE PLAN TYP, ROOF EDGE NAILING 0 SOLID PACK AS REQ'D Ata Z\ ROOF SHEATHING, SEE PLAN -�,\ SHEATHING444 ROOF �' t N e e �' 84, , — --li / . .. .. . ..� . ..._ _ /\ / �,�- (2) PLY TRUSS •� il� ...... . �% .:�� -M OVER WALL i�`��r \ , - / , . /---- • SIMPSON A35 @ 24" • • SOLID PACK AS REQ'D I WIRES: 12131/ 19 O.C. U.N.O. ON SHEAR — WALL PLAN 00— �� —I �`�� \ � STAMP 3-29-2018 SIMPSON A35 @ 24" '\:\ / WALL N.0, ON SHEAR \ \ ._,ThfriA LAN HANGER BY TRUSS MANUF. /� / \ ROOF TRUSSES BY OTHERS h.* f ��(2) PLY GIRDER TRUSS DOUBLE 2x PLATE ,X ' . DBG PROPERTIES WALL EDGE NAILING, SEE PLAN ►��"`" 4 \ 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 * 4.1 WALL SHEATHING, SEE PLAN \ STUD WALL FRAMING, SEE PLAN @Schneider 10d TOENAIL 6" O.C. U.N.O.U.N.O- Schneider, ON SHEAR WALL PLAN DOUBLE 2x PLATE Engineering. 3141 WALNUT STREET, STE. 203A STUD WALL FRAMING, SEE PLAN DENVER, COLORADO 80205 ROOF HATCH FRAMING 2HR FIRE WALL 2 ELEVATOR HIGH ROOF 2HR FIRE WALL 720.904.1234 www.essdenver.com CONSULTANT U. I 3/16 / - HSS 4x2x114 0 I I V b - 3/16 I - HSS 4x2x1/4 METAL PANEL MAX. I m SELF WEIGHT= 20 Mili PSF, SEE ARCH 1 I -4,"t:Z- I HSS 4x4x114 @ b METAL PANEL MAX. --�1 ADDITIONAL BLKG, \� 10'-0" O.C. MAX N SELF WEIGHT = 20 - HSS 4x4x1l4 @ SIDE OFF POST H DOUBLE PLATE AT TYP. HOIST BEAM, SEE PLAN PSF, SEE ARCH - - 10'-0" O.C. MAX 1I EXTERIOR TRUSS BEARING NOTE: WRAP CS16 iv CONDITION - It ° ° I AROUND CORNER • r 1 ° I I I ° 1 112" I w /_r__ --1.— / � CS16 FROM TOP PLATE TO v CWC 3 BLKG BETWEEN STUDS, BOTH / Cl)Im 1 1/2"-4/ 'I I [X I cn 1 SIDES OF WALL SCREWSA. x 4" LAG W ic:( I I Z ` - DOUBLE TOP PLATE AT TRUSS 1"TYP. 0 I U ~ CANTILEVER CONDITON '7 — �_ I I o n �I I FRAMlNGSTUD LL o I— I/ 1> STITCH NAIL STUDS TO I I / < d NAILS @ 6' 0.C. F (I) 0 o I I o ° r BLKG. PANEL7. (2)11\_11\pi 10d, TYP CI- BETW. TRUSSES STAGGERED LICCellum. 1-4C:(-1.<1 L6x4x5116 x 3 112" L6x4x5/16 x 3 1/2" W/(2) 1/2" DIA. W/(2) 112" DIA. FLAT 2X6 BLKG. -- THRU BOLTS, TYP 3/16 /TYP THRU BOLTS, TYP 3116\ TMP BETWEEN STUDS a u"� 11 �, Q 3/16 1/8" CAP PL 3116/ STUD WALL FRAMING, �� co ' r n 1/8" CAP PL ___/\./ V �� �.....1�,� SEE PLAN �.-• POST, SEE PLAN Q W Cr) Z CV "� N ti r 3MECHANICAL SCREEN W/ PANEL PERP TO FRAMING 4 MECHANICAL SCREEN 5 TOP PLATE STEP AT ROOF 6 ELEVATOR HOIST BEAM DETAIL Wz D ct g 58.32 1" = 1'-0" S8.32 1" = 1 -0 5832 1 = 1 -0 58.32 1" = 1 -0 Lim = O LL ROOF SHEATHING, SEE PLAN - - o \ W � DOUBLE 2x PLATE O O ROOF SHEATHING, SEE PLAN TYPICAL ROOF EDGE NAILING �— TYP. WALL EDGE NAILING CO 0 0 TYPICAL ROOF EDGE NAILING A _....J ti I= L.Z. SLOPE, r ' _• — WALL SHEATHING, SEE PLAN SEE ARCH. TYPICAL WALL EDGE NAILING TYPICAL WALL EDGE NAILING I BEAM 1,0-- TITLE / SEE PLAN w 2x BLKG. ' P. ROOF EDGE NAILING, EE PLAN 2x BLKG. == - TM G S # DATE DESCRIPTION 1 - STUD WALL FRAMING, SEE PLAN I / SIMPSON A35 @ 24" O.C. A b 114" DIA. x 3" SDS SCREWS INTO EA. 40 ` ` /- 2x6 BRACE / SAWN LUMBER - ��, / k I `" AT 6'-0" O.C. STUD @TOP & BOT. CHORD OF TRUSS - FACE MOUNT HANGER, JOIST, SEE PLAN 2x PLATE W/16d NAILS @ 6" O.C. WALL SHEATHING, SEE PLAN ' r SEE PLAN ROOF SHEATHING, SEE PLAN U.N.O. ON SHEAR WALL PLAN DOUBLE 2x PLATE, TYP. WALL EDGE NAILING, SEE PLAN TYP. WALL EDGE NAILING ROOF JOIST, SEE PLAN Ii / ri H2.5A BOTH SIDES OF I SEE 2158.21 - , -t-++ +� — JOIST ++ + + ++ • -- ROOF SHEATHING, SEE PLAN ROOF SHEATHING, SEE PLAN WALL SHEATHING, SEE PLAN / SIMPSON A35 @ 24" O.C. U.N.O. N.DOUBLE 2x PLATE, SEE 2/S8.21 • izz@2x6 6 0.C. 40�FC3 ROOF SHEATHING, / ON SHEAR WALL SCHED. (3) 10d @ EA. BLKG., TYP. 7)73 PLAN REVISIONS TYP. ROOF EDGE /// __.._._._........ , 2x PLATE WI 16d NAILS @ 6" NROOF EDGE NAILING (3) 10d TOE NAIL NAILING, SEE PLAN / 2x6 BLKG. BETWEEN D.C. U.N.O. ON SHEAR WALL �� STUDS TRUSS SCHED. TRUSS BLKG FULL HT CONT RIM Author Checker • • H2.5A @ EA. TRUSS (6) 10d NAILS @ END TYP. ROOF EDGE NAILING, SEE PLAN JOIST W/(3) 10d 'ii 10d TOENAIL AT 6" D.C. i (H7Z @ GIRDER TRUSS) OF BRACE INTO JOIST `Y DRAWN BY CHECK BY T.D. PL. °r' 14_____, AI SOLID PACK AS REQ'D - - - 4 l + + + . + + + =. . STATUS ET � _.. _.._. - © — ` PERMIT 5 1 SEE ARCH. � + ++ ++ + - 6,. OC ; r 11111..._,..riar._ l' 10d TOENAIL6 O.C. - 10d TOE NAIL AT I� -_-. JOIST, SEE 03.29.2018 Zr + + + + + / iv / SIMPSON A35 @ 24"O.C. / PLAN TYP. WALL EDGE i ULAN. ON SHEAR WALL (3) 10d AT EA. / DATE l ..> SHEAR WALL EDGE - H2.5A AT EACH NAILING, SEE PLAN 1 BLKG, TYP. -- ROOF TRUSS BY OTHER 17154 40 TO 60 DEG, 2x6 BRACE AT TYPICAL WALL EDGE NAILING w RAFTER 6" O,C , TYP. r NAILING I----- PROJECT NUMBER ROOF TRUSSES BY — ROOF TRUSSES -- `�'— 2x6 BLKG. BETWEEN TRUSS SHEAR WALL —- _ SEEx2T OP PL, OTHERS BY OTHERS (6) 10d NAILS @ - TOP & BOT. OF BRACE SHEATHING — DOUBLE 2x PLATE .21 END OF BRACES 8 3 2 STUD WALL FRAMING, _ SIMPSON A35 •--/\/-- ■ -- STUD WALL FRAMING, SEE PLAN - SEE PLAN ©2018 OTAK, INC. 7 '. DETAIL 8 DETAIL 9 ROOF PARAPET DETAIL 11:)-- RAFTER PERP. TO EXT. WALL If this drawing is not 24"x 36",it has been S8.32 1" = 1-0" S8-32 1" = 1-0" S8.32 1" = 1'-0" 38.32 / 1" = 1-0" reduced/enlarged. Scale accordingly. A u SHEAR WALL EDGE NAILING LAMINATED STUDS - SEE DETAIL �- • (2) 2x STUDS FOR EACH MST37, MST48 Otak 16d NAILS AT 4" O.C. & MSTC40 SHEAR WALL FIELD CENTERLINE OF STAGGERED --- SHEAR WALL SHEATHING •• (3) 2x STUDS FOR EACH MST60 & NAILING, SEE SCHED. -_- - WALL& HOLDOWN, WHERE APPLICABLE, SEE SHEAR WALL FIELD MSTC66 (ALT: 4x6 AT 2X4 WALLS, 6x6 1101101°.° ,41 li. I SEE ARCH 16d NAILS AT 4" O.C. TYP- SHEAR WALL PLAN NAILING, SEE SCHED. ---PER MANUF. AT 2X6 WALLS) SHEAR WALL SHEATHING �_� HOLDOWN PER PLAN % ' WHERE APPLICABLE, SEE • SHEAR WALL HOLDOWN POST PER 1015810 AND 61S820 VA Otak Architects, Inc. I SHEATHING PER PLAN PLAN EQ.EQ•� \‘411 .._171. ! r- . SHEAR WALL EDGE NAILING ;VI 808 SW Third Avenue, Suite 300 WALL STUD. SEE PLAN • P7204 ortland, 503.287.6825 PER MANUF r - �J 12/ w _ , !I�1 LA r www.otak.com ■■ RUN SHEAR WALL E. CONT. SHEAR WALL SHEATHING C1� L/O/" �� inC 1111 % �I HOLDOWN POST PER —� SHEATHING CONT. THRU \ WHERE APPLICABLE, SEE I w mtm� .,�., •t 101S810 AND 61S820 v� BREAKS CAUSED BY SHEAR WALL PLAN l INTERSECTING WALLS. / — / / T )' / IL l\ 1 �Q`�G PRdF(' JJJL:I - j HOLDOWN PER PLAN w `--- HOLDOWN POST PER TRIMMERS PER SCHED. oc' ' ��, AIF _.. . 10/S810 AND 6/S820 (NOT PART OF HOEDOWN POST) I1 \ �+.» _r CENTERLINE OF SHEAR WALL EDGE NAILING \ WALL & HOEDOWN, Q (2) 2x PLATE, FOR LAP / WALL STUD, SEE PLAN PER MANUF. KING STUD PER SCHED. SEE DETAIL 2/S8.21 r 1.. II CENTERLINE OF I SEE ARCH WALL & HOLDOWN, �- SHEAR WALL SHEATHING AS REDUIRED BSTUDS OY 10//SR OS 0 ST Lu 9�40 , to' SEE ARCH CENTERLINE OF WALL & WALL STUD PER PLAN Q /J G. HOLDOWN POST PER HOLDOWN, SEE ARCH .jJ , - - 10/S810 AND 6/S820 SHEAR WALL FIELD IEVIRES: 12/31/ SHEAR WALL FIELD NAILING, SEE SCHED. HOLDOWN PER PLAN DOUBLE STRAP ' WOOD STUD WALL - 9 PER MANUF.-------- ANUF, r NAILING, SEE SCHED. WHERE REQ'D BY 3-29-2018 AT CORNER AT PERPENDICULAR WALL AT JAMB PLAN (APPLY ONE • SHEAR WALL STRAP - MAY STAMP EACH ON INSIDE AND • BE INSTALLED ON INSIDE OR - OUTSIDE) V^ _ OUTSIDE OF BUILDING AT CONTRACTORS OPTION (COORDINATE WITH ARCH) Ef ` (- 1 TYP HOLD DOWNS 2 TYPICAL STRAP DETAIL DBG PRO P E RT I ES _..8..:4_:,1) 1" = 1'-0" S8.41 NOT TO SCALE LLC HOLDOWN SCHED. ,1,1„' MECH. OR ELEC. PEN. MIN. ANCHOR Enayat lb- 0516 STRAP EA. HOLDOWN TYPE HOLDOWN ANCHOR PROJECTION ABOVE MIN. POST SIZE PL SIZE Schneider �A SIDE OF PLATE Smith SILL OR TOP PLATE CONC. Engineering, 3141 \ 1 HTT4, HTT5, 518"0 A307 OR SSTB24 - HDU5, NDSB 5„ (2) 2x6 OR (4) 2x4 3/8x3x3 WALNUT STREET, STE. 203A 4 DENVER, COLORADO 80205 IC \ l'. HDU8, HDQ8, 718"0 A307 OR SSTB28 6" (3) 2x6 OR 4x6 318x3x3 720.904.1234 www.essdenver.com HD7B CONSULTANT • HD98 718"0 A307 6" (4) 2x6 OR 4x6 318x3x3 1'-2” 1'-2" • HDU11, HHDQ11, 1"0 A307 7" 6x6 3/8x3x3 HDU14, HHDQ14, HD12 SHEAR WALL SHEATHING (2) 2x6 OR (4)2x4 STUD PACK 3 TYP. PLATE PENETRATION HD19 1 i14"0 A307 7" 6x6 3/8x3x3 \ � -- S8.41 NOT TO SCALE , , i STHD STRAP, SEE SHEAR , NO STRAP IF TRUSS HOLDOWN, SEE SHEAR POST, SEE SCHED. & 5/S8.21 WALL PLANS f,/ CONT. THROUGH WALL PLAN & SCHED. CORNER ON -• TYP. STUDS, SEE ° • SHEAR WALL EDGE SCHED FOR SPACING / CS16 x CONT. SHEAR WALL EDGE NAILING TYP. ALL EDGES b NAILING HOOK STRAP AT PEN ^ / / STRAP ACROSS TOP A TREATED PLATE °•° ,., / UNDER CONT. vREBAR OR ALONG SIDE ° ° J J / 1/2" EXPANSION JOINT ; I I - — I • € - / EDGE FRAMING SHEAR WALL SHEATHING ° ° 1/2" EXP JOINT / & EDGE NAILING A © © / .�., SLAB, SEE PLAN FOR REINF. EXTERIOR GRADE a° : . ., I / _ CONC. SLAB, SEE PLAN CS16 STRAP K // // // // ' /' // // // r�'�/1/ :: I ---777-7- />>. \ cr> <> . L/ I I I / -. " • - SEE PLAN FOR �� ': • -_ V - / 1'-Q" FTG. REINF. �a • . I %� #4 T&BAND @ 12" O.C. a° TIC/ // // // // // / .x.4 // // / l/ / // // // // // /X a / �� a T.O.F. EL. -'�� #4 DOWEL WI STD HOOK b-_ _ �r---- ( - - -- ■ z� • @18" O.C. ALT, HOOK W F— #4 DOWEL W/STD HOOK .\\,,, /, , �_ ---- CONT. FTG. BEYOND, SEE PLAN y_. DIRECTION @ 12" O.C. ALT. HOOK /8 •- •• 2 CONTINUE REINF. • a'.� °• M Z SHEAR WALL SHEATHING - • -- MECH. OR ELEC. PEN w �"- LLI 1N SHEAR WALL• DIRECTION THRU PAD FTG CC -- 2x BLKG. ABOVE & BELOW 2X BLKG. FOR 2 BAYS FLOOR FRAMING PL., SEE SCHED. WASHER W/HEAVY NUT TOP & BOT. SEE PLAN Lj,., ��/ OPENING & (1) STUD SPACING NAIL SHEATHING W/ 10d T.O.F. EL. L.L PAST PEN. AT 8" O.C. SEE PLAN Q 4 • f d Clm 0_ •- • i , . • h e•' •`` SEE PLAN FOR / 7 \ STRAP HOLDDOWN DETAIL Q p (-4---- , TYP. SHEAR WALL PENETRATION 5 RE-ENTRANT CORNER AT FRAMING � ,;; -w i: ` _ _ 1 = , , � ` °' :- -4. <.< :;. ;�--,- - _. : _ � •. a 4•;: tl d ° - 6 REINF. S8.41 1r� = 1'-0" 4\ 8.41 J//ff NOT TO SCALE • $s.41 NOT TO SCALE �� �- - //// co c _. C/ /l WL. a , a d . • J d- r Ill L V 1 W • .° a HOOK ENDS OF D ix La LONGITUDIANL I 0 SEE PLAN BARS Q i W {!} CCQ : _� = o W 6l EXTERIOR HOLDOWN FIG. i-- HOLDOWN, SEE SHEAR WALL PLAN & SCHED. S8.41 1" = 1'-0" ON 6/S8.41 POST, SEE SCHED. ON 6/S8.41 & 5/S8.21 TITLE /� TREATED PLATE --J L v II L J 7 #4 "Z" BARS @ 12" O.G. HOLDOWN, SEE SHEAR v # DATE DESCRIPTION x T7 ii//// // // / // // // , ,, // ///r // // // // //xi ! ALT. TOP & BOT. HOOK WALL PLAN & SCHED. TYP. STUDS, SHEAR WALL SHEATHING • ° ° ON 6/ 58.41 POST. SEE SCHED. Lt ___________---r1 SEE SCHED & EDGE NAILINGD. ON 6/S8.41 & 5/58.21 p�g S8.41SEE S& 5ES8.21 FOR SPACING ° ° (3)#4 CONT. \ -:. A — 0 0 1 0 • ✓ SLAB, SEE PLAN TREATED 2x PLATE SHEAR WALL FOR REINF. 7 --� o EDGE NAILING —� TYP. ALL 4 - . .° - 1- .� d:' - , ' `. ° - • SHEAR WALL SLAB, SEE PLAN HOEDOWNS ON EDGES AT PEN ir? • _ _ P. d d� • -a • �T d, • , ... ° OPPOSITE SIDES OF —� ,,. , , ,. ,•.- . - • . d a•. -d -_ - SHEATHING & FOR REINF. J L—__ _ • _ ._, POST STAGGER HEIGHTS /i / // N / /i /i /i w/i%� ,'i/i /i /r /i i _ - "i" _ a -•-- - y EDGE NAILING I N G -.. � - \, 4+ -' -`--�.,. d _ SLAB, SEE PLAN ��/i °4 - ♦• ^ ' _ d -q . ad. -7 � �• \ T.O.F. EL. FOR REINF. REVISIONS / / + a a I . s • - SEE PLAN x 4 - _ _ .a . . ' '- ` . .'- . . . .�. . . _ - . : l � TREATED 2x PLATE 4„ DIA. MAX � �� e a. \/� --J MECH. OR ELEC. �i 1• ' ° ---� -: ; • . a . 'a . . •�• -' i; • - i d ' -�-.� .--� ; ;� � �. ♦ a.- .. -. _ _ .,. -- - iPLATE, SEE SCHED. C516 STRAP0 1 ` �� • f d I \ �f. ' • �� WASHER & HEAVY _.3) Y PEN IN SHEAR WALL. A d" •. .- , �j • _.D ONE PENETRATION = a-.1 a + 4.I . _ '�. CONT. FTG. BEYOND, i, . r • �+ .,�- . -• NUT TOP & BOT. T AY A z 1 - .4 a` 4 -I ? - • •4 ,. 1 ;d.s • 4 •a a a , CONTINUE RB1NF. IT I I I . g ' .- I' - �l=i ao S6,JD TDS i . , a d a ' 1 .....-.:,-:.11:.:: T.O.F. EL. + DRAWN BY CHECK BY PERS UD B S L J ..,.\;:' , / THRU PAD FTG _ SHOWN r r• a' LL - - G �L - °-dA. •s••- a ~ `'• • t4-fa . N , - - �•• Y.d. V • -• •- •d- - I SEE PLAN _ I Lu .a I `4 _ PERMIT SET Lu 4° a d a; - v d 4 - 1_ d -a. 11 - f I y e //' \\\ u� ;'• "d, • '-. PLATE, SEE SCHED. 1 dam- • , 7i /i / /i /r r ' ° • '` :° ` °= a WASHER W/HEAVY 1 r - ! i� a . `` SEE PLAN FOR STATUS /\ +t+a - - a ' ., ; . = i ;�_ NUT TOP & BOT. PL., SEE SHED. , Fa _ a _ • �; REINF 03.29.2018 V �-,, � ... DATE a a - ,d `.; y � •- '' a. + -�- 4: a WIASHOER& HEAVY ne. �- . q° 0 u3 TSEOE PLAELN z - >: b . e: • -4. -S> d • NUT TOP BOT. e'• i I �.1 SHEAR WALL SHEATHING 2x BLKG.ABOVE & BELOW ° • SEE PLAN FOR FTG. •d *' °, ' OPENING & (1) STUD SPACING 14tl. . _ p •. d- 17154 PAST PEN. SIZE & REINFORCEMENT w i PROJECT NUMBER Ca SEE PLAN j wn� FOR REINF. :.. SEE PLAN • -- HOOK ENDS OF SEE PLAN • , IF PENETRATIONS ARE 3" DIAMETER OR LESS, LONGITUDINAL BARS -' U NO BLOCKING OR STRAPPING IS REQUIRED • S 8 4 1 M 1 7-- SHEAR WALL PENETATIONS FOR ©2018 OTAK, INC. 8__, PLUMBING/ELECTRICAL (9 INTERIOR HOEDOWN FTG. 10) CORRIDOR CONT. FOOTING 671 DOUBLE HOEDOWN @ CORRIDOR f !f this drawing is not 24"x 36", it has been '\ S81 /.44 1" = 1'-0" S8.41� '1" 1 -Q" S8.41 1" = 1'-0" 58.41 • 1" = 1'-0" reduced/enlarged. Scale accordingly. EXTENT OF SHEAR WALL, SEE PLANS Otak _ . ROOF SHEATHING SIMPSON CLIP -------r----- _. 111010.11°,.‘41.4 60-. PER SHEAR SCHEQ. — - ___~ FULL HT BLKG ROOF RAM NGETW r, Inc. Qtk Architects, � 808 SW Third Avenue, Suite 300 SHEAR WALL - Portland, OR 97204 EDGE -- (2) 2x TOP PLATE, TYP main 503.287.6825 ATTACHMENT, TYP WWW.otak.com SEE SCHED. SHEAR WALL FIELDSTRAP OR HOLDDOWN, - (1) 2x STUD (2) STUDSWHERE cE� RQf1� ATTACHMENT, TYP. SEE � TYP SEE PLANS & DETAILS REQ'D, SEE ti�� GINE /� SCHED / / 7 SCHED r p� ' LAP SHEATHING A �/ A Z FLAT BLKG / MINIMUM OF 4"ONTO RIM H10 @ 12" O.G., .1., ,,leer ,, _ BETW � SIMPSON CLIP PER -- L fft JOIST& EDGE NAILING TYP. STUDS .�� SHEAR SCHED. (NOT '" I ! , Mkt 55 oallG55 �'!Q ��'� . REQ'D IF PLY HAS 4" LAP " EMRES: 12/31! Iq `� ONTO RIM) a' `� �, 1, _ I !� ) ,..:.: z vl N 6 , > I 1/ .� 3-29-2018 ______7________I„, . .;1. 4 cn1 3x OR (2) 2x REQ'D AT f .r .rr ::,› i imv.r. .,�- a�.� STAMP PLY SHEATHING LAID x I - VERT. OR HORIZ, TYP _ . ,� - - SEESCHED. 4'; : : I ', ' ; ' `� EDGES, SEE SCHED < 1 tt FLAT 2x BLKG - 1 EDGE FASTENER EDGE FASTENER DBG PROPERTIES AT 58.42 `�— 2x STUD, TYP 318" MIN. EACH SIDE OF JOINT, EACH SIDE OF LLC PANEL EDGES J STAGGERED JOINT, STAGGERED EDGE FASTENER EACH SIDE OF (AS REQ D) f . t JOINT, STAGGERED • ..` - ° - t -d . . ' ' . ' - HOLDDOWN, TYP SEE `�144I PLANS & DETAILS Enayat Schneider ; a e' -'� SHEAR WALL — = `a -a Smith EDGE ,. . - - . ' : - ANCHOR BOLTS, Engineering, ATTATCHMENT, ° SEE SCHED 3141 WALNUT STREET, STE. 203A TYP SEE SCHED. DENVER, COLORADO 80205 720.904.1234 www.essdenver.com 1I 11 ' " 11 CONSULTANT 1 TYP. SHEAR WALL ELEVATION 2 TYP. SHEAR WALL EDGE NAILING (3--) TYP SHEAR WALL HORIZ JOINT S8.42 1/2" = 11-0" 58.42 3" = 1i-0" S8A2/1 3" = 1 -0 Cn Z CO W F--- M z I w c I- < 0 Q I Cn � Cil J YN Q W z o W i' 0 LL = o o w cn r: Q = w © � _ N- - Cl) TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER 4 2 S8 . 42 ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. ,., Otak , GENERAL INFORMATION I I CH. 6 - TYPE OF CONSTRUCTION CH. 9 - FIRE PROTECTION SYSTEM ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFECIENCY SPECIALTY CODE) ) PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 FIRE-RATING RATING REQUIREMENTS FOR BUILDING ELEMENTS - TABLE 601 BUILDING FIRE DETECTION AND SUPPRESSION CLIMATE ZONE PER 301.1: 4C ,,iiillgeggrA Ilk PF O ECT 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 Otak Architects, Inc. WALL INSULATION (WOOD STUD)-ABOVE GRADE R-21 R-21 RATING RATING AUTOMATIC SPRINKLER SYSTEM: YES 903.2.8& 504.2 NFPA 13 808 ' , Thir Avenue, Suite 300 PROJECT ADDRESS BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION ' .rtland, OR 97204 7730 SW HUNZIKER RD STANDPIPE SYSTEM: YES 905.3.1 CLASS I ROOF-ENTIRELY ABOVE DECK R-20ci N/A ain 503.287.6825 TIGARD, OR 97223 STRUCTURAL FRAME 1-HR 1-HR TABLE 601 EXCEPTION#1 www.otak.cortt FIRE ALARM SYSTEM: YES 907.2.9 THROUGHOUT ROOF-ATTIC R-38 R-60 BUILDING CODE EDITIONS BEARING WALLS 907 2 9 1 UNDER FLOORS (JOISTS) R-30 R-30 ' 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 1-HR 1-HR TABLE 601 MANUAL FIRE ALARM BOX NO - 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) (INTERIOR&EXTERIOR) EXCEPTION#2 , t a UNDER FLOORS (MASS) R-10ci R-10ci 2014 OREGON MECHANICAL CODE (OMSC) NON-BEARING WALLS & SMOKE ALARMS YES 907.2.9.2 THROUGHOUT 'fir' 2017 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS PARTITIONS-EXTERIOR SEE TABLE 602 3721 SLAB EDGE PERIMETER R-10 FOR 24" BELOW SLAB R-10 FOR 24' BELOW SLAB 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) AUDIBLE ALARMS: YES 907.5.2 THROUGHOUT ` ACCESSIBILITY- NON-BEARING WALLS & NR NR TABLE 601 BRIAN R.ELEENER CI ICC/ANSI 117.1 2009 PARTITIONS-INTERIOR VISIBLE ALARMS: YES 907.5.2.3 COMMON AND WINDOWS (U FACTOR) 502.3 U-0.35 U-0.27 * 6 SECTION 504 REHABILITATION ACT OF 1973 PUBLIC AREAS POfiTLAND 0R FLOOR CONSTRUCTION & WINDOWS(SHGC) 502.3 0.40 0.40 FAIR HOUSING ACT-DESIGN GUIDELINES SECONDARY MEMBERS 1-HR 1-HR TABLE 601 NOTED ON PLANS,75' FIRE SPRINKLER-NFPA 13 FIRE EXTINGUISHERS YES 906 MAX&2-A RATED ROOF CONSTRUCTION& WINDOW AREA LIMITATIONS 30% LESS THAN 30% OF 0 SECONDARY MEMBERS 1-HR 1-HR TABLE 601 CH. 10 - MEANS OF EGRESSI 3/29/2018 I CH. 3 - BUILDING OCCUPANCYI OPAQUE DOORS 502.2.7 u-0.70 u-0.55 OCCUPANCY CLASSIFICATION GROUP(S) (310): R-2 RESIDENTIAL • UNITRS SHALL HAVE THE FOLLOWING RATINGS: OCCUPANT LOAD & EXITING STAMP DOORS IN CORRIDOR-20 MIN ANDDOOR LABEL CURTAINWALL/STOREFRONT 502.3 U-0.45 U-0.45 S-2 STORAGE • STAIR DOORS-90 MIN AND DOOR LABEL OCCUPANCY SEPERATION (508.4): R-2/S-2= 1 HR • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION SEE CODE PLAN SHEETS FOR OCCUPANT LOADS AND EXIT REQUIREMENTS. CURTAINWALL/STOREFRONT-DOOR 502.3 U-0.80 U-0.80 • CORRIDOR DOORS SHALL HAVE SMOKE GASKETING I CH. 4 - SPECIAL REQUIREMENTS I EXTERIOR WALL RATING BASED ON FIRE SEPERATION DISTANCE - TABLE 602 NOTE: EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM PER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS IN 1029.2 502.4.1 - A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMALc. ii f� Cl ENVELOPE, INSALLED PER 502.4.1.1 OCCUPANCY SEPARATION: WALLS SEPERATING DWELLING UNITS SHALL BE 1009.16 STAIRWAY TO ROOF: NOTE: IN BUILDINGS WITHOUT OCCUPIED ROOFS ACCESS TO THE ROOF FROM DEM PROPERTIES (420) CONSTRUCTED AS FIRE PARTITIONS (420.2) FIRE-RESISTANCE RATING FOR EXTERIOR THE TOP STORY SHALL BE PERMITTED TO BE BY A SHIPS LADDER THAT IS CONSTRUCTED OF STEEL IS A MIN WALLS BASED ON FIRE SEPARATION TYPE OCCUPANCY GROUP R-2 OF 30" BETWEEN HANDRAILS HAS A RISE AND RUN 12"MAXIMUM AND 4"MIN AND HAS HANDRAILS PROVIDED LLC W FLOOR ASSEMBLIES SEPERATING DWELLING/SLEEPING DISTANCE (TABLE 602): ON BOTH SIDES OF LADDER UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES(420.3) X<5': VA 1-HR 1018.4 DEAD END CORRIDORS SHALL NOT BE MORE THAN 20'-0"IN LENGTH EXCEPTION: 2. IN R-2 OCCUPANCIES WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER CONSULTANT CH. 5 - BUILDING CONSTRUCTION - TABLE 503 5' X< 1b': VA 1-HR SYSTEM IN ACCORDANCE WITH 903.3.1.1 THE LENGTH OF THE DEAD-END CORRIDOR SHALL NOT EXCEED 50 CONSTRUCTION TYPE USED&OCCUPANCY: TYPE VA, R-2 OCCUPANCY 10'5X< 30': VA 1-HR FEET BASE ALLOWED W/ALLOWABLE PROPOSED X 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' 701* 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 903.3.1.1. FLOOR AREA 12,000 SF/FLOOR 21,000 SF/FLOOR 12,618 SF/FLOOR MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) I CH 11. ACCESSIBILITY I 48,000 SF TOTAL 84,000 SF TOTAL 50,472 SF TOTAL 0-3' >3'-5 >5'-10' >10'-15' >15'-20' >20.-25' >25-30' >30' ACCESSIBLE PARKING (1106.2) SPRINKLERS USED NFPA 13 NFPA 13 UNPROTECTED, NOT o 15% 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT GROUPS R-2 AT LEAST 2%, BUT NOT LESS THAN ONE, OF EACH TYPE OF PARKING SPACE PROVIDED SPRINKLERED PERMITTED SHALL BE ACCESSIBLE, SEE CML 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 1559 ft)-0.25)(30/30) =0.75 1. ALL UNITS TO BEAT 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) (48 UNITS x 0.02= 1 UNITS) Aa= (12,000 SF +(12,000 SF x 0.75)+ (12,000 SF x 0)) 3. AT LEAST 5% OF UNITS TO BE ACCESSIBLE TO PEOPLE WITH MOBILITY IMPAIRMENTS CO Aa= (12,000 SF+9,000 SF) HORIZONTAL SEPARATION Aa=21,000 SF (UNIT TO UNIT) 1 HOUR 1 HOUR 711.3 (48 UNITS X 0.05= 3 UNITS) H TOTAL ALLOWABLE FOR BUILDING = 84,000 SF 2%OF UNITS ACCESSIBLE TO PEOPLE WITH SENSORY IMPAIRMENTS PER SECTION 504 = SHAFT ENCLOSURES 2 HOUR 2 HOUR 713.4 REHABILITATION ACT 1973 BUILDING AREA SUMMARY (48 UNITS X 0.02= 1 UNITS) W CORRIDORS 1/2 HOUR 1 HOUR 1018.1 &708.3 TYPE A UNITS TO BE DISPERSED AMONG THE VARIOUS CLASSES OF UNITS. (3)TYPE A UNITS AREM >1- OCCUPANCY GROUP S-2 R-2 R-2(DECKS+ TOTAL PROVIDED: (2) 1 BEDROOM,AND(1)2 BEDROOM. SEE CODE PLANS FOR LOCATIONS. CK PATIOS) (718.4.2) DRAFTSTOPPING IN ATTICS I *THOSE UNITS OF THE SAME TYPE, 1 BR,2BR, OR 3BR THAT ARE NOT ICC TYPE A UNITS WILL BE ICC TYPE LEVEL 1 196 SF 10,267 SF 644 SF 11,097 SF DRAFTSTOPS ARE NOT REQUIRED PER OSSC 718.4.2 EXCEPTION 2. BUILDING IS EQUIPPED WITH AN NFPA B UNITS HAVING THE SAME LAYOUT ONLY THE KITCHEN COUNTERS WILL STANDARD HEIGHT 3'-0"AFF Ce 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. 11141( M LEVEL 2 220 SF 10,233 SF 644 SF 11,097 SF (711) HORIZONTAL ASSEMBLIES CH 15. ROOFSI 2C11. Cl) SF 10 233 SF 644 SF 11,097 SF LEVEL 3 220 HORIZONTAL ASSEMBLIES SEPERATING DWELLING UNITS SHALL BE A MINIMUM OF 1-HR FIRE RESISTANCE BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION ❑ W RATED CONSTRUCTION Co n ❑ LEVEL 4 154 SF 10,299 SF 644 SF 11,097 SF CLASS B ROOF CONSTRUCTION (VA) CLASS B MINIMUM 1505.1 iO (71 3) SHAFT ENCLOSURES Ca W CO 0TOTAL 814 SF 40,998 SF 2,576 SF 44,388 SF CH 17. SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND J Y N SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAT 2-HRS WHERE CONNECTING FOUR STORIES DEFERRED SUBMITTALS W Z CV OR MORE, SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS(713.5) _ ix 0 SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE I 0 Z COVER SHEET-A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING ILL (713.14.1) ELEVATOR LOBBY PACKAGES. dW cn le J 713.14.1 EXCEPTION#4 I CH 29. PLUMBING FIXTURES I = o Q .r... EXCEPTION 4 ELEVATOR LOBBIES ARE NOT REQUIRED IN A BUILDING PROTECTED BY AN AUTOMATIC CO C7 M SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. OCCUPANCY AREA REQUIRED PROPOSED i` (- CO DWELLING UNIT (1) KITCHEN W/(1)SINK (1) KITCHEN W/(1) SINK (714.4.1.2) THROUGH - PENETRATION FIRESTOP SYSTEM TITLE (1) BATHROOM W/ AT LEAST(1)BATHROOM THROUGH PENETRATION SHALL BE PROTECTED BY AN APPROVED FIRESTOP SYSTEM INSTALLED AND WATERCLOSET, LAVATORY W/WATERCLOSET, # DATE DESCRIPTION TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 AND BATHTUB OR LAVATORY AND BATHTUB/ SHOWER SHOWER (1)AUTOMATIC CLOTHES (1) PER DWELLING UNIT WASHER CONNECTION PROVIDED PER 20 DWELLING UNITS REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER A2-O . 1 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. CODE LEGEND .- STANDPIPE-TYP • • -- - --- - SS EMERGENY EGRESS PATH -.41011110111.fidrea thhia.. • 3 : i - I � MINIMUM WIDTH OF EGRESS III. , I ( I r � I I ' I € I , li ! I I � - I I i . .,__ ; ,-.-_.._._. } I---__.._.. ;------._ •_ ..---- ------- -----_. _.. ...... _....._..I III: � ..._. _.., ' ........._ � �___._. __._..-- ---._._I , ._......., ! I _....-! _ ! !-�----� .____._ -___ �__-___._. ___. .-.....-. --- --- ' I . �.._ _..�_ I _.__�-: __.._- � k PATH IS 3'.-0". PROVIDE 1 11._._._1 I _ ff._ -_ LIDA PLANTERI : } �.__-_1 I. - ; .-_._ __. I ' I I k4{ '-.___ \ ! 3 I-'--' I i-._.___ I I }_-___: ._..i'�. -__._._: -..� _;_..____s i ..._.__�.I E i• ! : - -.__.• ! I I I i I I l , i---""___I I z 1 I..,..,..._I I•:.•: i F�--- + ----- - I - I -- -} , t_._.__i F !-----.. -_- , ; i _ i I ; ._-III__ _I 1 € _._._; , i I i. I __; i } __ ; :... _ I i ; ; - I- _ ... _. I ! 1- I , ! :__ i I -I I 1 __ € i........_.; I I .FIT-I ....._.I-17.- __._. _-�..�_I ! I ii: I I \ FOOTCANDLE LIGHT AT FLOOR ------- LEVEL. DO NOT EXCEED MAX TO Otak Architects, Inc. R-2 S-2 (ACC) R-2 S-2 (ACC) R-2 R-2 S-2 (ACC) R-2 MIN ILLUMINATION UNIFORMITY RATIO OF 40 TO 1. EMERGENCY 808 S •ird Avenue, Suite 300 UNIT 2 BED FIRE SPRINKLER UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED - TYPE A LIGHTING TO BE PROVIDED BY 'ortland, OR 97204 OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC ' OLF 300 = 1 OCG OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OC BATTERY BACK-UP. ain 503.287.6825 www.otak.com 949 SF 22 SF 643 SF 22 SF 644 SF . 641 SF 22 SF 667 _ _ _ ♦ EXIT ACCESS TRAVEL w :' ! r1 _ _" 1:7<rr R-2 MI , DISTANCE-250' MAX(1016.2) Y L FijiL I 'J!! . - i 414.511011.11 �� 1 Iy,'..7,7111 • •r iI COMMON PATH OF TRAVEL(10141 , , .3) 7 I 1 - a - • , /STAIR ,44" - i .F; , }i• a - - A27 25j s� 1 • r i 1 I _ 1 1 __-_._._. I _-____ C Li OCCUPANTS EXITING PER EXIT RIA ._-.,._.._, res I I 7 I -f } 3 1 .�� ► , L I ,i =^^•^- L-_S I._..�-__: I li - • , ! LOCATION } ' 1___ ^ �I _ ; _ -- 1 ='� • ' , .--- FIRE EXTINGUISHER CABINET WITH FIRE EXTERIOR WALLS 1-HRI _. r-, r'-, OrAg r-'. r""'t - " - r--1 r--I -. . .- FEC EXTINGUISHER SEE 14/AX-8.11 VIAND,OR RATED PER OSSC cr." }._... '-" �' �' 11 _aTABLES 601 AND 602 OLF OCCUPANCY LOAD FACTOR OF 0 _-_ - 2• • ---'1 R2 �.�� „ - �►` 1 q- .�_as,:...,u,.u, SENSORY _ 1 / ", i - `" " ALARM .11. 3/2912018 _ r w ;,y K 1$6 .�--, rI. I . -" OCC OCCUPANT LOAD u -- � I I �� -� OLF 200 5 OCC -..--_._i �i �""�'" 1 J �1 " .* y� - i !. L J-. a .�_ -f I _ STAMP N. UNIT UNIT 2 BED 7 i - _ '' I 1 I i ! 'r * EXIT SIGN 1 {I K 945 SF I , F i y� _ � * , -_.. • is w • , - I 1 ,€ . = __, .� �r ,i_ii 1111M1mi 1.---,_____,.. .iu '7' " i" 9 _V (ACC) ACCESSORYUSE(508.2) SHALLBE MORE r__ [:=-y 4. ..4 �111111.111'4'i . 'wawa . -:, ., ,� .. `w r ' _. - .,_ . : " 4".""., `k,; ,.,, 'm. 1 ',1 i' ` 1, THAT 0% BUILDING AREA OF STORY �� � �� � ;• 1� y4- .�� . ''`° ��'� � � / .1'���i�/i�����/"�'�� '`��� '.: � �: coRRIDo- 77,,,. � �': r I._.�•I�.I�.r�,�.p►d.1rli► .1� � �� �► t 0 ' FDC FIRE DEPARTMENT CONNECTION --�U �Ln- �.14r ' ;�. , . .�, ,irk- - 11��.,�• - �- - #.,apfniftror ,- ' " 1 !4 At - ;• - - - - i 1 D CS PROPERTIES :Y -_= 1 ,) ,1 t . ! r-L.._ ( PROVIDE 20 MIN RATED DOORS AT CORRIDOR .L ) P•4/ti 1iy J1'I1 :� ,,,.., ,, , I I PROVIDE 1-HR RATED FIRE LOAD BEARING WALLALL. i UNIT 2 BED ' r - (- s I �� "�•'- 11 ��, CONSULTANT OLF 200 = 5 OCC a '" Z,,^,..m.,W .r70 '' _ - _ . " OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO 946 SF ....r,�?�,��......., ; RI - • - 4 � :.. • "0 . II .i, :. .. ST %j; �,�� e r . ,-- if li_... r1 HEAD, JAMB AND SILL. OPENINGS ARE NOT RATED I11 1. F r-RAIR " :' `� `' .� -7, ;�--) I 1 ,/ . •,. PROVIDE 2-HR TED FIRE BARRIER. PROVIDE 90 MIN ! I►i� ,I"'4-71H J 1 I RATED DOORS }J I • ■ I 1�� 4 I i { :Al----- t i 1 ! '� II '" I I - 1 - - - ! i"" 1 � ! CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE I!■E( ` /� � ' i ----I' i i R-2 TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE I t __.__L. 1 I____-J ," L_: ._,2a_ ; m.41 96-_.l,412 1E . . " I i. m�.. —ill' 1' `�s' %1 } ; ..— _. __.J II - • UNIT BED - TYPE A UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE It }I � � 111 NM 411 �►�,'1 � AND SHALL BE SECURELY ATTACHED THERETO. FIRE T I-- I _w- �" • ;� - »„ ..,-,�..,.,.� OLF 200 5 OCC RIERS SHALL BE CONTINUOUS THROUGH 11 f .„ BAR „,w..n.. - .�:... IJ V W „ :, ,:u:uunu €, , ► ......,.,w- 1�. �- SII+J- 1 i4taig I . ! _ FDCIL' 949 SF CONCEALED SPACES. COMMON PATH OF I , . _ l - I j 1 I I i s I I I .._. _' : .__ .. I I__ !� _...I I I I I ! I I I 1 - I 1 I:_ . FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE TRAVEL.=41'-0" --.I , i-.. ... I i------1 1 1-----i I I------� I •- 1 I ---:---!, I I .- ...: 11. ! . - ! , ...... ._.._ ; i. , I I I I ....._.._..III._...- 1 I I .._.- I I 1_.-. € i I ;._.,...iii I I / I, , .- , L .IDA PLANTER -__- _,- _ -_ i ._-____ ! _.-__ __, ' ;____. -- - —__._ __., ___ LIDA PLANTER- I I FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- (TYP IN 2 BED UNITS) 1 11..__._. _.._-..- I i.- -- ! . _ �__._.. ___## 1 ' ----I I._._. 1 -- I I--- .-- I I----- 1 1- . I ::._-: 1 1 _ I ......-....1 I .._.__. F ; 1} _ }} - !_.... — — I ---. . - I 1 i i ) I I I I. i 1 1 , I ! i ; I 1 ! I I I i 1 I RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING - --� --- -- - -- LL- - ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED / 1___- THERETO. R-2 R _ S-2 (ACC) S-2 r- - R-2 S CC -1- i - !---- UNIT 1 BED -TYPE A ELEV MECH UNIT 1 BED UNIT 1 BEDELEC UNIT 1 BED STORAGE OLF 200 = 4 OCC U I OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCCe\ OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC 668 SF 22 SF 641 SF 640SF 66 SF 643 SF 22 SF OCCUPANCY SCHEDULE-BUILDING 2-LEVEL 01 COMMON PATH OF KNOX BOX TRAVEL= 38'-3" I NAME I LEVEL I NUMBER I AREA I OCC OLF OCC LOAD LAN -- LEVEL 01 (TYP IN 1 BED UNITS) STANDPIPE-TYP CN — 1 BUILDING 2 CODE P UNIT 2CO GROUND ED EL GROUND LEVEL 2-101 949 SF R-2 200 5 O _0.1 . SCALE: 3132"= 11-0" UNIT 2 BED GROUND LEVEL 2-102 946 SF R-2 200 5 Emm 't-- UNIT UNIT 1 BED GROUND LEVEL 2-103 643 SF R-2 200 4 UNIT 1 BED-TYPE A GROUND LEVEL 2-104 668 SF R-2 200 4 Z J �+ UNIT 1 BED GROUND LEVEL 2-105 644 SF R-2 200 4 W LU STANDPIPE-TYP S-2 (ACC) S-2 (ACC) UNIT 1 BED GROUND LEVEL 2-106 641 SF R-2 200 4 STORAGE STORAGE UNIT 1 BED GROUND LEVEL 2-107 641 SF R-2 200 4 M LU OLF 300 = 1 OCC © �+ OLF 300 = 1 OCC UNIT 1 BED GROUND LEVEL 2-108 640 SF R-2 200 4 limn J R-2 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 UNIT 1 BED-TYPE A GROUND LEVEL 2-109 667 SF R-2 200 4 •22 SF 22 SF I UNIT 2 BED UTILITY UNIT 1 BED UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED GROUND LEVEL 2-110 643 SF R-2 200 4 OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCCu OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC UNIT 2 BED GROUND LEVEL 2-111 945 SF R-2 200 5 Z UNIT 2 BED-TYPE A GROUND LEVEL 2-112 949 SF R-2 200 5 < 950 SF 22 SF 644 SF 646 SF 644 SF 22 SF 672 SF FIRE SPRINKLER GROUND LEVEL 2-U12 22 SF S-2 (ACC) 300 1 a ELEV MECH GROUND LEVEL 2-U13 22 SF S-2 (ACC) 300 1 0- �: STORAGE GROUND LEVEL 2-U14 22 SF 1141C -- R 7 e' �; • . !- I ELEC GROUND LEVEL 2-U15 66 SF S-2 300 1 CI I • �__-� � _ 1 ► �1 • ( }° �....._. : • ---r ,-- STORAGE GROUND LEVEL 2-U16 22 SF S-2 (ACC) 300 1 �_._,. :.. 1 STAIR 1 a..,s ,_, h-- __1 . (( I _ ' C 7 STORAGE GROUNDLEVEL 2U17 22SF S-2 (ACC 300 1 MINI, " _- I € u, -.i' i --^--i I +� i I , _I i { l ) Q 11 r; .�! _ 111 I 1 ! ��: I LI 1 '�.El ; } I _ ,�' I 1 i $ J Y (NUJ L ` W z `� 7 EXIT W)DTH STAIR WIDTH 1 I ! 1 Atli A FM I i Iii l _) ' i ; 4 EXTERIOR WALLS 1-HR - • I #_. r :---1 E I%I �'"- `--1 '-' , -, '-` r--! 1 SIM I"" -- OCCUPANCY LOAD 58 THE STAIR WIDTH SHALL i D RATED PER OSSC b. r• - �' �� r,r=r "`"" """"; i".r 1 EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH LL. = O Z TABLES 601 AND 602 .-.r.1--.�._R aim _.--.II, ._"- I '\ ", ►1��� }.: -�` :: ... ... _ - �. ,� .... EXITS PROVIDED 3 REQUIRED. SEE OSSC ""- I 14 0 0 • I • • OCCUPANCY LOAD PER EXIT- 58 3= 20 EXCEPTION 1005.3.1. e ' _ -- ■�$� _2 r 1' �- • i _._. - N ��— MAX EXIT WIDTH REQUIRED = 50 x .2"= 10" I_I _ [11..--77.7 r ; —' , _,. R I , ,� j `? CLEAR W#DTH PROVIDED �•�•■ OQ ---- .-- .-j [,..::___: f 1 l i 1 - --- .....p1'3=�'2 .. 1 ----w ------- : „' e- ,� OLF 200 = 5 OCC C i CO L- .--� . AT EACH EXIT DOOR 34" E il ; -`- ,' I Oi;�/; ;' �j 1 1 I' it I 947 SF = 0 silk :, /@4 1 ' if ' }. ! • Fwd, -_ - OW rl1►I�I�I�rmd'• ��'� ''� A�� ,/ �J�.�� �,,�" �0";;;#;i07.17, �//�' ` CORRIDOR 'Il , ,,,��/® v444A,;I�rrff4��' I :J °�� OCCUPANCY SCHEDULE-BUILDING 2-LEVEL 02 TITLE y� -' Alq i .d 1�I-�." �I, #:ems // ,r1 SII � � !� J # DATE DESCRIPTION *rjr4107,40, .,?, i) 1.. .,_i ; 414. J.A.,A.,I�JGI•�.���reP �� f.�.,�.,�.lie�� 4' 411.47T01:04,414.4;144/401 ,�,� � NAME I LEVEL I NUMBER I AREA I OCC OLF OCC LOAD x; illi , % " !� " Ardo. 4 0 5:: it ..„ 0 ,/4 4 )• Jam' E.__ A LEVEL 02 i ,,,,,r5;17--\\ .i I " O • "1 it / K Iiiiii P II 1 .. „ 11 f' I UNIT 2 BED LEVEL 02 2-201 950 SF R-2 200 5 .Y R-2 I """" " . 71� •+ " , _ - ! �� , � UNIT 2 BED LEVEL 02 2-202 947 SF R-2 200 5 14 UNIT 2 BED _ II , . s'pq 9 74, y� _ .,I L ,,,, 'h �� UNIT 1 BED LEVEL 02 2-203 644 SF R-2 200 4 OLF 200 = 5 OCC I '~ - - ?goy �� - r` ' -- __�,- A y, ; .I, _ . IJ 1/ , } 02 2-204 672 5F R-2 200 4 u 947 SF --..��a •` __! N I _ " L. o 5 —1 II ... . .1� =�,� -"-- �-) ET .�C...I_.... UNIT1 _ NIT BED LEVEL I -- I U 1 BED LEVEL 02 2-205 646 SF R 2 200 4 J •� 0 1 """^ I �l J.`�I --; r 2-206 642 SF R-2 200 4 „� - j UNIT 1 BED LEVEL 02 UNIT 1 BED LEVEL 02 2-207 644 SF R-2 200 4 1 II 7.--...-_=. ► I -= .� _ MOM IAr 1 �_.. �" I UNIT 1 BED LEVEL 02 2-208 640 SF R-2 200 4 II ...: �_ € ? I y �, i 1 '` _ i .- ' " r__"' I ...._- '1 �!.r i i V I 1 iE ��! 1 - -- 1 UNIT 1 BED LEVEL 02 2-209 672 SF R-2 200 4 I ► , � I REVISIONS I I I I I 1 i I # .. " 0 ri R-2 UNIT 1 BED LEVEL 02 2-210 644 SF R-2 200 4 _ ' ~ I I II -- -14:`----' '� ii--.' • '. iL . -- •• UNIT 2 BED UNIT 2 BED LEVEL 02 2-211 947 SF R-2 200 5 tiA ..- • A UNIT 2 BED LEVEL 02 2-212 950 SF R-2 200 5 I �e I#w_ ',F J '� -�1 OLF 200 = 5 OCCf �. ,...'nom. . : TN �� STORAGE LEVEL 02 2-U21 22 SF S-2 (ACC) 300 1 Author Checker COMMON PATH OF F __ 950 SF UTILITY LEVEL 02 2-U22 22 SF S-2 (ACC) 300 1 S-2 (ACC) 300 1 DRAWN BY CHECK BY I + STORAGE LEVEL 02 2-U23 22 SF TRAVEL=41'-0" PERMIT SET S 2 (ACC) R 2 S 2 (ACC) R 2 R 2 S 2 (ACC) R-2 S-2 (ACC) STORAGE LEVELEEV02 z U25 22 SF S-2 (ACC) 300 1 STATUS (TYP IN 2 SED UNITS) _ _ � � � 1. (MAX PATH TO RATED STAIR=99'-9") STORAGE UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED STORAGE STORAGE LEVEL 02 2-U26 22 SF S-2 (ACC) 300 1 03,29.2018 OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC STORAGE LEVEL 02 2-U27 22 SF S-2 (ACC) 300 1 DATE 22 SF 672 SF 22 SF 642 SF 640 SF 67 SF 644 SF 22 SF ;STORAGE LEVEL 02 2-U28 22 SF 8-2 (ACC) 300 1 SENSORY 60 17052 STANDPIPE-TYP IMPAIRMENT UNIT PROJECT NUMBER COMMON PATH OF VIT WIDTH STAIR WIDTH TRAVEL=38'-3" OCCUPANCY LOAD 59 THE STAIR WIDTH SHALL (TYP IN 1 BED UNITS) EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH EXITS PROVIDED 2 REQUIRED. SEE OSSC A2...0 OCCUPANCY LOAD PER EXIT= 59/3= 20 EXCEPTION 1005.3.1. 2 BUILDING 2 — CODE PLAN — LEVEL 02 MAX EXIT WIDTH REQUIRED= 30 x.2"= 6" ©2018 OTAK,INC. CLEAR WIDTH PROVIDED SCALE: 3132"- 1'-0" AT EACH EXIT DOOR= 34" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. CODE LEGEND1 PEDESTRIAN BRIDGE TO PARKING LOT EMERGENY EGRESS PATH, A STANDPIPE-TYP \ MINIMUM WIDTH OF EGRESS DISCHARGE IDENTIFICATION . , S-2 (ACC} S-2 (ACC} \ PATH IS 3'-0". PROVIDE 1 FOOTCANDLE LIGHT AT FLOOR GATE(OSSC • \.\ STORAGESTORAGE LEVEL. DO NOT EXCEED MAX TO Otak Architects Inc. MIN ILLUMINATION UNIFORMITY R-2 S-2 (ACC) R-2OLF 200 = 1 OCC R-2 R-2 S-2 (ACC) R-2 OLF 200 = 1 OCC RATIO OF 40 TO 1. EMERGENCY 808 S . •venue, Suite 300 22 SF 22 SF LIGHTING TO BE PROVIDED BY - 'Mend,OR 97204 UNIT 2 BED UTILITY UNIT 1 BED UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED BATTERY BACK-UP. r, Sin 503.287.6825 OLF 200 = 5 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC www.otak.com 950 SF 22 SF 644 SF1-646 SF 644 SF 22 SF 672 SF � - - - -IPEXIT ACCESS TRAVELDISTANCE-250' MAX(1016.2) . N OF VEL(1014.3) • ,.,,.. .., ..,. - — - — - . -777- _ - ., - - - R 2 1 O'MAX TRA a 1< l i COM PATH r f I - E . i` - : I 1. A- 75 MAX�, Q �/ veA - . i - " 5 • . • . . . 'r/ _-ii 3721 r _ 00000,r �./� ��� " _ i s F I '` :..... O S EXITING PER EXITB IA I R.FLE Nii OCCUPANT_ i .ice - r 021 _ " r ! j '-` ( ' £ , , . 0LOCATION - l _ ITH FIRE�� i i I l_ E ,. i_ i .� -:i I [_ ? I -) F.-, FIRE _ I �' ; .. �� � _ EXTINGUISHER CABINET W ��_ t `- 3 '' __, .ice ��,' f . r--1 ! i FECPt)RYLAIl1[?,()R • M r ;I , i ' i EXTINGUISHER SEE 14/AX-8.11 i ! Si%1L'r EXTERIOR WALLS 1-HR I " r—, - -" . "'' -- 1$6 - ,�._ t _ _" OLF OCCUPANCY LOAD FACTOR OF RATED PER OSSC + M ..._.I �a.s..r `"" PA' i�, f. �- --•" __ � _62 r;[ ...." ,; , r TABLES 601 AND 602 r -117 •r i . - ". :._ D13. _ - �� ■ STAIR 1 JI 3/29/2018 1 € ' I� ".. ._ . _--__ 1� ______ R-2 OCC OCCUPANT LOAD �-' " + �.� '-- t •.r -;x `rwry -----; `' UNIT 2 BED STAMP �. - ,H--",-j "� Y r ►;� '. r� .. }. "� , s _ ' - •r # •'.• EXIT SIGN �- --�� � �'- di LF 200 = 5 OC 'I • %100° a r t"'-""'""' '` ' 'I 1 - ` ACCESSORY USE(508.2) SHALL NOT BE MORE - 947 SF (ACC) _,--, :. ik1'„ � „ ” J a r 5 l; * L "FA. , I t 41. : , * " THAT 10%BUfLDING AREA OF STORY . !MJ J l Viz'' ,�,�{ V i'" rI -12,,,,,----1, ..r,� ,..1631 _ I_ i •. i i i :,i .J - ,,, ii x'"' `I'. .. - _�' A I '`� '� • �.) �. ��. ""� .. �' � .. ,%..„...,, _. _,... � • � s r II. , 3 �/y►� � y} :�-� �'' �[ FDC FERE DEPARTMENT CONNECTION -� ). -1-1-1r-1 �i__ r ----(75---". j°F-"' . • '� LIli 3 �� .� P*►9re � fir,�;°' / � r',. 7:11?`Vrei °� �` "e,d. ;.�'�I%�"s` Pct ij, N � lii - ��� ���,�� r. ��,I������CORRlD01����:��4►���.,���:,[�.�.��i� �®.�'.6i+' t .�¢'l''"� ,,-- /mil. 9a.ab/a �1� a.?• � 6 �I����� � � .�ri r r' r.� �r rir' r� _ � ,�®�.� D PROP RT ES -;_*fi e , Wee.� .�i;SI.,/ � r 00 �.��'" d .1 ' ."4. ►�'Iri r ,rrrr r �����10"_, ®t. —-�.,...,........ PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS W• .= r I $ k w Y w t t =_ = F s ` �de � � ����' '� • !� �"r "'? -' PROVIDE 20 MIN RATED DOORS AT CORRIDOR L1rC "� -'- ' ! 1 • 1./ M "%'"i' , •• r•� ,. ;,a { `' (Y 9 M ` Ill1 7 u [ 1 * _ r IF w 1 _i 0 lig R..2 II ',_ L. ,.i ' .. ' , ..... `_ 11 � w _ r `' a , ==2-- • ,, ! PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL 1 ■1 por,._� _;[ I /rs " i f .......-_ II , ' , C.. ..._. CONSULTANT V44 * i -- OPENINGS TO HAVE GYPSUM BOARD WRApED INTOUNIT Z BEDHEA JAMB AND SILL OPENINGS ARE NOT RATED OLF 200 = 5 OCC R I .-�--, 3 _ ri© _ / a '. , .. I . , �, 'vol F I� ; D 947 SF ..__. P ..� -" "�-�"�^ _ �., '9 • H I1 I FP 1 . �. C� 't�1 ,/ _ # - , , .1.ll PROVIDE 2-HR RATED FIRE BARRIER. PROVIDE 90 MIN 1 ` Min. , irr — .. ..1 I x II :-----157 u €. _ / a / � _ _ _. RATED DOORS 1 II Er 1 11 irl �r e �`' _ _..____ 1 CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE * 1 . onJ µ il , I _-_- 11. ....-"-.. I € , #_.._.-_. ? ' 714:111:;1;;Iii; I /fi 11 " i ,---'ii _ ii , UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE ri --.\- I ... I , 1 ! 1 i I �;. I g €7111 : " irks-,4. TOP OF THE FLOORJCEILING ASSEMBLY BELOW TO THE - 1i : ;t El I I I i i I y �r i E , t , ill._ i...._ - I ' i €;. L ;....... „ I�' � p ` ` ( I .:, ..1 1 [ !i R-2 AND SHALL BE SECURELY ATTACHED THERETO. FIRE . ,.. v�LLiWu, i.u� " ! I'.,. rr - ,�11r ; • UNIT Z BED ALL BE CONTINUOUS THROUGH r • TAIR BARRIERS SH " ___._ i 1I M J t �: r # CONCEALED SPACES. I �- 200 5 O i i 950 SF FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE COMMON PATH OF FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- TRAVEL=41'-0" RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING (TYP IN 2 BED UNITS) S-2 (ACC) R-2 S-2 (ACC R-2 R-2 S-2 (ACC} R-2 S-2 (ACC} ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED (MAX PATH TO RATED \ ll THERETO. STAIR=99'-9") STORAGE UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED STORAGE OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC 22 SF 672 SF 22 SF 642 SF 640 SF 67 SF 644 SF 22 SF STANDPIPE-TYP COMMON PATH OF OCCUPANCY SCHEDULE-BUILDING 2- LEVEL 03 TRAVEL=38'-3" (TYP IN 1 BED UNITS) I NAME I LEVEL I NUMBER I AREA I OCC 1 OLF OCC LOAD 1 BUILDING 2 - CODE PLAN - LEVEL 03 LEVEL03 0 -0.1 SCALE: 3132"= 1'-0" UNIT 2 BED LEVEL 03 2-301 950 SF R-2 200 5 UNIT 2 BED LEVEL 03 2-302 947 SF R-2 200 5 I— 00 UNIT 1 BED LEVEL 03 2-303 644 SF R-2 200 4 0 UNIT 1 BED LEVEL 03 2-304 672 SF R-2 200 4 = J STANDPIPE-TYP -•-- UNIT 1 BED LEVEL 03 2-305 646 SF R-2 200 4 W W S-2 (ACC) S-2 (ACC) UNIT 1 BED LEVEL 03 2-306 642 SF R-2 200 4 STORAGE STORAGE UNIT 1 BED LEVEL 03 2-307 644 SF R-2 200 4 M W OLF 200 = 1 OCC OLF 200 = 1 OCC UNIT 1 BED LEVEL 03 2-308 640 SF R-2 200 4 I J R-2 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 UNIT 1 BED LEVEL 03 2-309 672 SF R-2 200 4 UNIT 2 BED UTILITY UNIT 1 BED 22 SF UNIT 1 BED UNIT 1 BED STORAGE UNIT 1 BED 22 SF UNIT 1 BED LEVEL 03 2-310 644 SF R-2 200 4Ct CO OLF 200 = 5 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC UNIT 2 BED LEVEL 03 2-311 947 SF R-2 200 5 Z UNIT 2 BED LEVEL 03 2-312 950 SF R-2 200 5 950 SF 22 SF 644 SF 646 SF 644 SF 22 SF 672 SF STORAGE LEVEL 03 2-U31 22 SF S-2 (ACC) 200 1 am LEVEL 03 2-U32 22 SF -2 C) 200 1 ,.,,, . . ,,.,.. „rAr.,,. ,.., , , , „ �,.� M M., ... _..: :.._�1 UTILITY STORAGE < CL. LEVEL 03 2-U33 22 SF S C , J _r s S-2 (CC) 20 1 p; • - r , ., '�" " " i . STORAGE LEVEL 03 2-U34 22 SF S-2(ACC) 200 1 w • D \� • • " ._ �! - STORAGE LEVEL 03 2-U35 67 SF ❑ - STAIR ti" p o I i ' for,-� �" _i / ' �I i i ,_ � € STORAGE LEVEL 03 2-U36 22 SF S-2(ACC) 200 1 w M I ! ! 1----lj is. .•i r. ! zt ;i ; ��:` - 1 s . -, i_._ i STORAGELEVEL 032-U3722 SFS-2 NU ' I 1 ; , ( r -;i y t-•-' -j a _ r (A ) 2001Yq :Arm:Z "��' i STORAGE LEVEL 03 2 U38 22 SF N - . t _ 1 ����.��r E i; , i..._._! _..: S-2(ACC) 200 1C\1 11 w k I /LA,I%I `L ; i 1 60 ' " s !rL%I $6 ' EXTERIOR WALLS 1-HR , w �� -- ,��._._ 11 RATED PER OSSC \\ _" �-r r - !� .......E ,-s.,-r- -'""'..._... 3.62";, �. ....( *.�r '_1 T 0 .: W .. r t r.,., EXIT WIDTH AIR WITH = Z TABLES 601 AND 602 •••••,..,,..7.,.L..•__,,, ■_ ..... 9LJ ���� r_ '. _ DI - .... r Ir'rf„' .....: , ,. _ __ I R-2 OCCUPANCY LOAD 60 THE STAIR WIDTH SHALL • EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH ❑ Q c-- " .'.� r •- �•-- - 4 - ” _ 411 I UNIT 2 BEDEXITS PROVIDED 2 REQUIRED. SEE OSSC i J — U) ", I .-- - . " III - •' r ' IL._,,......,,:," � I M I _i -- ' OLF 200 = 5 OCC OCCUPANCY LOAD PER EXIT=6012= 30 EXCEPTION 1005.3.1. C� n. _-__.._._-...I €' .... ..r � /�� i r . : , / 4:3;7. 947 SF D- 90 x. - Cr) y gnaw:,.: _ .m.. --� 2'I- 18,1 MAX EXIT WIDTH REQUIRED i i ", • mi r. 30 �� # 'I �r ' CLEAR WIDTH PROVIDED �� - :, ! :.� �; • � - Ew1i ��� 4.' ,I� t .a� �►" :, ter. EACH EXIT DOOR- 34 �� .r���ra1F41 :*47 � if.: rSs�/ v*"s1,fr174**e ) 1 �� i �� ���� � �� � 4W4S fr " • TITLE 4 4•. CORRIDOR: -f'4 r.�i!"i r.Nr-r.� rr � d► r �✓✓� te:/t/l,IPYXA:Wirjier,., '0/'.•��0 �4 ,�d,� ►�� „�/ �'•r ��� �' OCCUPANCY SCHEDULE-BUILDING 2-LEVEL 04 ��� s �I� �_ d ., Ir .•�►�— fiVO �,� r ���� ® # DATE DESCRIPTION t...... ,-.L.......illi tip.,,, (.. .i____Z>,) ,, `", ow-." 3N.morin ' .2___ , • ' .l' ,r,' *� :„ , 4-,.. , i '•„,41111;.:1 9”P ‘,....1 --,=_ , , i. :_Z_ ;, ( AME I LEVEL I NUMBER I AREA I OCC I OLF OCC LOAD 1 ., 11 . ,,, ,, i. ,..., .11 ': • I . !, r R2 i 1' I: _ ., " _- g3, _. ai_.- 11 " - .. ,, - r >< „ F i LEVEL D4 �:_=_-.7.-.., _, EkITS�p '0 1/ .... �'. . I , r m?Ww:� _J I_..'---') UNIT 2 BED LEVEL 04 2-401 950 SF R-2 200 5 UNIT 2 BED 1 1 ,r� E_ qtr/ 4 11 I ;rte _.__ r..�. s_ I, ` .:-- . O/sO - J .......,_...:� I - i UNIT 2 BED LEVEL 04 2-402 947 SF R-2 200 5 OLF 200 = 5 OCC (.. :1 I 6 I, " " ra 1 ,I_-p.:,r--'=;1 fir'-, ,.,,...,- -..m•_., . _ . �_,....,N-� CE ._..__._ _...,.,.;r i; .,:€ UNIT 1 BED LEVEL 04 2 03 644 SF R-2 200 4 I . I � � _ rE 947 SF I.�.w.� c,lel .._1 I —` i ! 3 -, 1 .� "__..�,,,. [ 11 „� , .r �-I r-_... "" _ ,:; Il. UNIT 1 BED LEVEL 04 2-404 672 SF R-2 200 4 "m 1 •— II /��i t� -'- J ' . UNIT 1 BED LEVEL 04 2-405 646 SF R-2 200 4 rr _ ... .. ! L_-., 1.., r' J -- T::r G", — — 11 r " .. '•r,." 1---r--"-----41 I --,., �`�+% � x F SF R-2 200 4 ._.- i UNIT 1 BED LEVEL 04 2-406 642 f I.,._,.-1 I " 1 I /ILG:f•►�t1% UNIT 1 BED LEVEL 04 2-407 644 SF R 2 0 Fr 1 I I I_. I +€ ' N .... � [ R t...____. .. �/ i � i 'i 1r.. -----E I - 2 D 4 ;-"--�, r �� tiF Iia, iC , , 11 i EI ,�;, �, = UNIT 1 BED LEVEL 04 2-408 640 SF R-2 200 4 !...... i ;.,11-11 ___:___H.:,i '•% '•i " I �£�' I I ' UNIT 1 BED LEVEL 04 2-409 672 SF R-2 200 4 , c , ' IIS..__.... 1 I ._..__. ---- '.4,_.w, I...__.- i_ r , __ 6 -.-. �� , i --� I--� - �, I t O_-._- R-2 UNIT 1 BED LEVEL 04 2-410 644 SF R-2 200 4 REVISIONS 111TAIR _ ----;, UNIT 2 BED UNIT 2 BED i) ,._ .'I �i ,� LEVEL 04 2-411 947 SF R-2 200 5 _I i i '1 -II!J i A. I_ i --'; OLF 200 = 5 OCC •• 1 „,h m-.,, . . UNIT 2 BED LEVEL 04 2-412 950 SF R-2 200 5 • :�, =h;,_ r i _,I, , ;IILI..-' ��.,���� . . ��, �"� r „�� .",�� r «..� .. i - � tI ��.� , .,: .....r....,....M: Author Checker COMMON PATH OF I 950 SF STORAGE UTILITY LEVEL 04 LEVEL 04 2-U41 2-U42 22 SF 22 SF S-2(ACC) 200 S-2(ACC) 200 1 1 DRAWN BY CHECK BY I TRAVEL=41'-0" r� , STORAGE LEVEL 04 2-U43 22 SF S-2 (ACC) 200 1 PERMIT SET S-2(TYP IN 2 BED UNITS) / S-2 (ACC) R-2 -2 (ACC) R-'2 R-L R-2 S-2 (ACC) STORAGE LEVEL 04 2-U44 22 SF S-2(ACC) 200 1 STATUS (MAX PATH TO RATED STAIR=99-9") STORAGE UNIT 1 BED STORAGE UNIT 1 BED UNIT 1 BED - ROOF ACCESS UNIT 1 BED STORAGE STORAGE LEVEL 04 2-U46 22 SF S-2 (ACC) 200 1 03292018 OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 1 OCC OLF 200 = 4 OCC OLF 200 = 4 OCC HATCH/SHIPS OLF 200 = 4 OCC OLF 200 = 1 OCC STORAGE LEVEL 04 2-U47 22 SF S-2 (ACC) 200 1 LADDER I STORAGE LEVEL 04 2-U48 22 SF S-2 (ACC) 200 1 DATE 22 SF 672 SF 22 SF 642 SF 640 SF 644 SF 22 SF 59 17052 STANDPIPE-TYP PROJECT NUMBER EXIT WIDTH STAIR WIDTH COMMON PATH OF OCCUPANCY LOAD 59 THE STAIR WIDTH SHALL TRAVEL= 38'-3" (TYP IN 1 BED UNITS) EXITS REQUIRED 2 MEET THE MAX EXIT WIDTH EXITS PROVIDED 2 REQUIRED. SEE OSSC OCCUPANCY LOAD PER EXIT=59/2= 30 EXCEPTION 1005.3.1. A2.0 i i 3 2 BUILDING 2 - CODE PLAN - LEVEL 04 MAX EXIT WIDTH REQUIRED= 30 x.2"= 6" CLEAR WIDTH PROVIDED ©2D18 OTAK,INC. AT EACH EXIT DOOR= 34" -0.1 SCALE: 3/32"= 1'-0" If this drawing is not 24"x 36"it has been reduced/enlarged. Scale accordingly. ASSEMBLY NOTES ota k ,,, FIBER REINFORCED, 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS. ADD CEMENTITOUS SIDING SHEATHING TO ASSEMBLY AS REQUIRED BY _...•■10011:0111 lkik 1x2 PT FURRING AT 1T OC STRUCTURAL ENGINEER. WHERE A NON-SHEAR WALL FIBER REINFORCED, 7,.777-71 EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, SOUND BATT INSULATION IN t CEMENTITOUS SIDING i (3/4"VENT SPACE) PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON- BATHROOMS-FRICTION FIT i' PLYWOOD SHEATHING AS SHEAR WALL TO PROVIDE CONTINUOUS FACE OF Otak Architects, Inc 1x2 PT FURRING AT 16 OC IN STUD SPACES -►� 1 (3/4"VENT SPACE) REQUIRED-SEE STRUCTURAL FINISH. 808 Thi Avenue, Suite 300 E '' WEATHER RESISTIVE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC • rtland, OR 97204 ° = , —..- - §----------- WEATHER RESISTIVE '. amain 503.287.6825 -' 5/8"TYPE'X'GYPSUM BOARD i ��f BARRIER k ,' BARRIER SECTION 718- www.otak.com ° • ;4 I { 15132"MIN PLYWOOD '� - R-21 BATT INSULATION 3. LOCATE THERMAL INSULATION ON THE COLD SIDE IN •' PLYWOOD SHEATHING AS i SHEATHING-SEE STRUCTURAL ,4 WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO `` REQUIRED-SEE STRUCTURAL 2x6 WOOD STUDS AT 16" �. PLYWOOD SHEATHING AS i PROTECT PIPE FROM FREEZING. , ' OC-SEE STRUCTURAL I. I i REQUIRED-SEE STRUCTURAL ,` i 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND 2x6 WOOD STUDS AT 16" i. �- (2) LAYERS 5/8"TYPE'X' FINISHES AS REQUIRED FOR PLUMBING ACCESS 3724 :- ; CAST#N PLACE CONCRETE OC-SEE STRUCTURAL �� 2x8 WOOD STUDS AT 16" GYPSUM BOARD PANELS. WALL-SEE STRUCTURAL f OC-SEE STRUCTURAL BRIAN R.I=1EI:I�tF�t� .41 - . •. 5/8"TYPE'X'GYPSUM BOARD i �� 518` TYPE X' GYPSUM BOARD 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO • • r s • • i• 518"TYPE'X'FIBER FACED 518"TYPE'X' FIBER FACED SUPPORT SHELVING,TOWEL BARS, RAILINGS,AND ALL %MILANO,OR • i> i GYPSUM SHEATHING 1iiiiii11111uui1 OTHER WALL-MOUNTED ACCESSORIES AND t i GYPSUM SHEATHING EQUIPMENT. OF Q ' EXTERIOR .-4'.----Ar---1--- EXTERIOR INTERIOR _dill _;_t___ EXTERIOR 6. PROVIDE UL APPROVED THROUGH PENETRATION AND 3/29/2018 INTERIOR INTERIOR MEMBRANE PENETRATION FIRESTOP SYSTEMS AS STAMP REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, 2x6 WOOD STUDS AT 1T OC IN LIEU OF 2x8 WOOD STUDS-SEE AND MECHANICAL PENETRATIONS IN FIRE-RATED 13B. STRUCTURAL ASSEMBLIES, SEE AX8.11 TO AX8.12. CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR EXACT PENETRATION _ CONDITION CONCRETE WALL 1-HR INTERIOR WALL - IN UNIT BEARING EXTERIOR WING WALL - FIBER CEMENT SIDING 2-HR EXTERIOR WALL - FIBER CEMENT SIDING �, '� ii. r2;111 13A4 7. PROVIDE WATER RESISTANT TYPE-X GYPSUM BOARD � U ; 1-, ASSEMBLY: N/A FIRE: NR STC: N/A ASSEMBLY: UL-U305 FIRE: 1-HR STC: N/A ASSEMBLY: UL-U356 FIRE: 1-HR STC: N/A ASSEMBLY: UL-U301 FIRE: 2-HR STC: N/A AT BATH TUB AND SHOWER WALLS, SEE 15& 16/A8.11. PROPERTIES BEARING BEARING BEARING 8. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL LLC DETAILS. FIBER REINFORCED, 9. PROVIDE SOUND BATT INSULATION AT BATHROOM SOUND BATT INSULATION-FRICTION CEMENTITOUS SIDING WALLS AND CEILINGS. CONSULTANT ---- r• FIT IN STUD SPACES _/\.,_-r--- i ROOF MEMEBRANE .O 1x2 PT FURRING AT 16"OC i (314 VENT SPACE) ` RESILIENT CHANNEL AT 24"OC 1x2 PT FURRING AT 16"OC I WEATHER RESISTIVE MK SPACED VERTICALLY (3/4"VENT SPACE) BARRIER • --- 5/8"TYPE'X'GYPSUM BOARD ' FIBER REINFORCED, — I I CEMENTITOUS SIDING : 15/32" MIN PLYWOOD PLYWOOD SHEATHING AS I I 1 SHEATHING-SEE STRUCTURAL 518"GYPSUM BOARD REQUIRED-SEE STRUCTURAL WEATHER RESISTIVE - - R-21 BATT INSULATION-FRICTION BARRIER FIT IN STUD SPACES 2x4 WOOD STUDS AT 16" OC 2x6 WOOD STUDS AT 16" I PLYWOOD SHEATHING OC-SEE STRUCTURAL II ON BOTH SIDES • I i 2x6 WOOD STUDS AT 16" ��.. iir 2x6 WOOD STUDS AT 16" OC-SEE STRUCTURAL ! J 5/8"TYPE 'X' GYPSUM BOARD OC-SEE STRUCTURAL �� a 5/8"TYPE'X' Q'F i GYPSUM BOARD LU ___,\,_, _ W- —_ _—IL-- - �'' ' - CO INTERIOR UNIT UNIT ROOF EXTERIOR INTERIOR EXTERIOR LU 3B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE STRUCTURAL NON-RATED FURRING 1-HR INTERIOR WALL - DEMISING PARAPET WALL - FIBER CEMENT PANEL1-HR EXTERIOR WALL - FIBER CEMENT SIDING 27 ; 23 . 12 , t 3A1 Z ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY: UL-U305 FIRE: 1-HR STC: 50-54 ASSEMBLY: N/A FIRE: NR STC: N/A J ASSEMBLY: UL-U356 FIRE: 1 HR STC: N/A O BEARING RAL TL77-138 BEARING (i) _ Ism" U LAPPED, FIBER-REINFORCED, Z CEMENTITOUS SIDING I--_ 4 .-_ SOUND BATT INSULATION IN .... ►�-_�-__ _ _ W I- 1x2 PT FURRING AT 16"OC BATHROOMS-FRICTION FIT E i ROOF MEMEBRANE . > (3/4"VENT SPACE) IN STUD SPACES rl2 ci) • "/ • !I 1x2 PT FURRING AT 16" OC WEATHER RESISTIVE . 5/8"TYPE'X'GYPSUM BOARD (3/4"VENT SPACE) BARRIER O LAPPED FIBER REINFORCED,I I 15132"MIN PLYWOOD U �C CEMENTITOUS SIDING ►� . SHEATHING-SEE STRUCTURAL PLYWOOD SHEATHING AS i WEATHER RESISTIVE I', —i REQUIRED-SEE STRUCTURAL I BARRIER E R-21 BATT INSULATION-FRICTION a Q � FIT IN STUD SPACES � � 1 2x4 WOOD STUDS AT 16" PLYWOOD SHEATHING V OC-SEE STRUCTURAL ON BOTH SIDES . -r ' �"� i 2x6 WOOD STUDS AT 16 � Cl) ct • 7� . 5/8"TYPE'X' GYPSUM BOARD 2x6 WOOD STUDS AT 16" OC-SEE STRUCTURAL • --40.--- •' ; UJ 5/8"TYPE'X' Q W N GYPSUM BOARD Y N 1 ' ...,Lr--------- W z� N _.___Ar_ INTERIOR INTERIOR ROOF EXTERIOR INTERIOR EXTERIOR Lim = 0 Z W 0) w 0 26B 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x4 WOOD STUDS-SEE ....J STRUCTURAL X p sF NON-RATED INTERIOR WALL 221 NOT USED ��- PARAPET WALL - LAPPED SIDING 2 1 1-HR EXTERIOR WALL - LAPPED SIDING I— I` I— m ' ASSEMBLY: N/A FIRE: NR STC: N/A I ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY: N/A FIRE: NR STC: N/A I ASSEMBLY: UL-U356 FIRE: 1 HR STC: N/A BEARING TITLE — LAPPED, FIBER-REINFORCED, � # DATE DESCRIPTION � CEMENTITOUS SIDING 1x2 PT FURRING AT 16"OC A K (3/4"VENT SPACE) 1x4 T&G VERTICAL CEDAR SOUND BATT INSULATION-FRICTION I WEATHER RESISTIVE SIDING FIT IN STUD SPACES I BARRIER - t =• 3/4 VENT SPACE HORIZONTAL I !-Yi I PLYWOOD SHEATHING AS Z FURRING WITH WEEP HOLES ` `:1 REQUIRED-SEE STRUCTURAL WEATHER RESISTIVE j r ,, (2) LAYERS 518"TYPE'X • 3 1/2"MIN, R-21 FIBERGLASS -� r BARRIER GYPSUM BOARD � . BATT INSULATION 15/32" MIN PLYWOOD - i i SHEATHING-SEE STRUCTURAL PLYWOOD SHEATHING AS REVISIONS REQUIRED-SEE STRUCTURAL ', 2x6 WOOD STUDS AT 16" R-21 BATT INSULATION-FRICTION OC SEE STRUCTURALii>___________ FIT IN STUD SPACES ,, 2x6 WOOD STUDS AT 16" r (2)LAYERS 5/8"TYPE 'X' t OC-SEE STRUCTURAL _1 ' GYPSUM BOARD 2x6 WOOD STUDS AT 16" Author Checker (2) LAYERS 5/8"TYPE'X _r_______------ ,1 5/8"TYPE'X' GYPSUM BOARD OC-SEE STRUCTURAL DRAWN BY CHECK BY GYPSUM BOARD ;;1 PERMIT SET 518"TYPE 'X' FIBER FACED 5/8"TYPE X 4- GYPSUM SHEATHING GYPSUM BOARD STATUS 03.29.2018 -- -�-L_! DATE INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR 17052 1B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE PROJECT NUMBER STRUCTURAL 251 NOT USED f 2 J 2-HR INTERIOR WALL - FIRE BARRIER 5 1 2-HR EXTERIOR WALL - LAPPED SIDING IAI 1-HR EXTERIOR WALL - WOOD SIDING A2. 1 . 01 I ASSEMBLY: N/A FIRE: N/A STC: N/A I ASSEMBLY: UL-U301 FIRE:2-HR STC: N/A ASSEMBLY: UL-U301 FIRE: 2-HR STC: N/A ASSEMBLY: UL- U356 FIRE: 1-HR STC: N/A BEARING BEARING BEARING C2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. ASSEMBLY NOTESOta k 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO ASSEMBLY AS REQUIRED BY STRUCTURAL I ' ENGINEER.WHERE A NON-SHEAR WALL EXTENDS AND ...•Wfilidiaidi Ilk , ALIGNS PARALLEL WITH A SHEAR WALL, PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR Otak Arc ntectS, Inc. WALL TO PROVIDE CONTINUOUS FACE OF FINISH. 808 SW ird A nue, Suite 300 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC Port :nd, OR 97204 SECTION 718. mai 503.287.6825 - www.otak.com - STANDING SEAM METAL 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN WINTER) OF DOMESTIC WATER PIPES AS REQUIRED TO ROOFING SLIP RESISTANT FINISH-SEE PROTECT PIPE FROM FREEZING. FINISH SCHEDULE v 1 • e 30#ROOFING FELT 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND FINISHES so, WATERPROOF MEMBRANE AS REQUIRED FOR PLUMBING ACCESS PANELS. 3720 ROOF SHEATHING-SEE STRUCTURAL SUBFLOOR, SEE STRUCTURAL 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO ,. BRIAN R.FLEENER 4 PT FLOOR JOIST-SEE SUPPORT SHELVING,TOWEL BARS, RAILINGS,AND ALL • • ROOF JOIST-SEE STRUCTURAL- SLOPE STRUCTURE OTHER WALL-MOUNTED ACCESSORIES AND EQUIPMENT. PORTLAND,OR STRUCTURAL AWAY FROM BUILDING 6. PROVIDE UL APPROVED THROUGH PENETRATION AND __ _ ___ _ _ _ _ __ _ _ /, FIBERCEMENT SOFFIT I- .. MEMBRANE PENETRATION FIRESTOP SYSTEMS A5 v BOARD ` `1. 1\ V ILI =� _ - FIBER REINFORCED, REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, CEMENTITIOUS PANELS AND MECHANICAL PENETRATIONS IN FIRE-RATED 3129(2018 I V Z ASSEMBLIES, SEE AX8.01 TO AX8.21. STAMP 7. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. BALCONY 1\-- - NOTE: SEE SECTIONS FOR — S f... �� -•� `� - SOFFIT VENT LOCATIONS DBG . PROPERTIES LLC R3 I ROOF - STANDING SEAM F4 I FLOOR / CEILING - BALCONY 1 ASSEMBLY: UL-P522 FIRE: 1-HR STC: N/A ASSEMBLY: NA FIRE: N/A STC: N/A CONSULTANT FLOOR FINISH PER FINISH SCHEDULE 1-112"GYPSUM CEMENT UNDERLAYMENT PLYWOOD SHEATHING ROOF MEMBRANE `6 4xSTRUCTURAL WOOD T&GL DECKING-SEE � r�ROOF SHEATHING, SEE I • = _ a -1', STRUCTURALiii i--",z--i-5--i-i---f,-'5-/_7-----_ OCCUCEILING W OCCURSRS FOR-SEE RCP FOR FINISH ROOF JOIST, SEE J STRUCTURAL te CO R-27 LOOSE FILL INSULATION M/ VAPOR RETARDAR/AIR W BARRIER CO 5/8"TYPE'X'GYPSUM BOARD CO A14444444444- Q CALCULATED FIRE RATED BASED ON OSSC SECTION 722.6 �Ir • 1 1/2"GYPSUM CEMENT UNDERLAYMENT(AT LEAST 5/8"GYP BD EQUIVALENT) 30 MIN LO • WOOD SHEATHING 19/32" 15 MIN • 4x(3 314")WOOD T&G DECKING (5 MINUTES PER 318") 30 MIN TOTAL: 1 HOUR& 15 MINUTES I-- CO 0 Fin" I ROOF - ELEVATOR OVERRUN F3 1-HR FLOOR/CEILING - CORRIDOR 1- R21 ASSEMBLY: OSSC 722.6 FIRE: 1-HR STC: NA co ASSEMBLY: UL-L528 FIRE: 1-HR STC: N/A W 2 o F•-• U ce ROOF MEMBRANE Q ROOF SHEATHING, SEE FLOOR FINISH-SEE ROOM FINISH a 1- STRUCTURAL SCHEDULE-REQUIRES SOUND aZ ISOLATION MAT IF IT IS NOT CARPET R-60 LOOSE FILL 3/4"GYPSUM CEMENT UNDERLAYMENT a NI INSULATION z i WOOD TRUSS, SEE SUBFLOOR-SEE STRUCTURAL CO CC C/ STRUCTURAL FLOOR JOIST-SEE STRUCTURAL M O 'ivim' / W VAPOR RETARDER/AIR - •- '.0 • (- s - - - - -' 3112' SOUND ATTENUATION Y {V ./ BARRIER VI NZ BLANKET(OMIT AT CORRIDOR)4 'è' ãV RE5ILIENT CHANNELS AT 24"OC MAX 0CNI -44.- `� ~ � ~ 5/8"TYPE'C'GYPSUM 1 (2) LAYERS 5/8"TYPE'X' U = 0 Z BOARD M '♦'•♦♦♦♦• ttPle GYPSUM BOARD ❑ ❑ ill 1 , tri - ; _ . .., ,.., . LLJ _..,.,, 2.'1 NON-RATED ASSEMBLY WITH NO SOUND ATTENUATION BLANKET AND 1 LAYER OF GYPSUM TITLE R•1i 1-HR ROOF / CEILING [F2 1-HR FLOOR I CEILING - UNITS # 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, 3/4"GYPSUM CEMENT UNDERLAYMENT SEE STRUCTURAL REVISIONS SUBFLOOR-SEE STRUCTURAL 10 MIL VAPOR BARRIER 2x4 WOOD FRAMING FLOOR JOIST-SEE STRUCTURAL Author Checker _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �- CLEAN CRUSHED ROCK, 518"GYPSUM BOARD - • , %-, _ - :r- SEE SOILS REPORT DRAWN BY CHECK BY 3 112"SOUND ATTENUATION .• PERMIT SET BLANKET(OMIT AT CORRIDOR) •~ - - '1''•, •;1-�'.yli+s1. •`.1:'• 1,(.`J1• `Ir /1r..i, .ti •����.s��a�i�a��Ts�i�of►Is��l•Ti��fse��s��!ifeq!is1 STATUS .,C V1 , ,, 518' TYPE'C'GYPSUM BOARD �}= ti•}f 4 • •� � •. .•4 r• • ... � ' VOA' . �, �,,rt}�•srr``_•1'.. `� ;t�•f ` UNDISTURBED SOIL 03.28.2018 4. in �i•ice{ice?i ��i`1rs �leritt irST+r'irsweottV,i� !~ tttt♦tttt It�� t RESILIENT CHANNELS, 24"0C MAX DATE i I 1± I _._...._-. 1 .. 11-----_- I 1 ! 1 1 L-L.:-- 17052 PROJECT NUMBER (2) LAYERS 518"TYPE'C' GYPSUM BOARDA2.. 1 ■ 02 C1 I CEILING - GWB F5 2-HR FLOOR / CEILING Fl 1 SLAB ON GRADE ©2018 OTAK,INC. I ASSEMBLY: N/A FIRE: NR STC: N/A ASSEMBLY:AWC WIJ 2.1 FIRE:2-HR STC: 52 IIC:46-60 1 ASSEMBLY: N/A FIRE: NR STC: N/A If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. DOOR SCHEDULE - BUILDING 2 DOOR SCHEDULE - BUILDING 2 HARDWARE SCHEDULE otak 11 OPENING I DOOR FRAME I FIRE OPENING , DOOR FRAME w FIRE KW SET:18 DOOR NO LOCATION WIDTH i HEIGHT TYPE I MAT. FIN. MAT. I FIN I HARDWARE RATING COMMENTS DOOR NO LOCATION WIDTH f HEIGHT TYPE I MAT. FIN. MAT. I FIN HARDWARE RATING . COMMENTS rEA naliTE acyALLANUMBER FINISH MFR 628 NE ,..iiiiiiiii01010:41e1.4 1161% .:-. 1 EA POWER TRANSFER EPT10 CON 689 VON GROUND LEVEL LEVEL 03 1 EA ELEC PANIC HARDWARE RX-EL 25 R-NL-OP-CON 630 FAL 2-101A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-301A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA RIM CYLINDER 20-0571C)( 626 SCH Otak Architects, Inc. 2-101B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-301B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA FSIC CORE 23-030 626 SCH 2-102A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-302A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA 90 DEG OFFSET PULL 81901 HD 10"STD 630-316 IVIS 808 S hird ' enue, Suite 300 2-102B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-302B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 4050 EDA 689 LCN Po land, OR 97204 1 EA PROTECTION PLATE 8400 10"X 2"LOW 13-CS 630 IVE m- 503.287.6825 2-103A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-303A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. www.otak.com 2-103B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-303B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA STOP W7CVX 630 IVE 1 EA GASKETING 488FSBK PSA BK ZER 2-104A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-304A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8198AA AA MR 2-10413 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-3046 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA THRESHOLD 546A-223 A ZER 2-105A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-305A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WIRE HARNESS CON-192 SCH •;' } ; a 2-105B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-305B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA WIRE(HARNESS CON-6W SCH . ' 2-106A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-306A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA POWER SUPPLY PS914 900-2RS 900-6138 VON 3720 ACCESS CONTROL WORK OF DIVISION 28 BRIAN R.F� ENER� 2-106B BALCONY "` 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-306B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 OPERATION:ACCESS CONTROL OR TIME CLOCK 2-107A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-307A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. a a 2-107B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-307B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 HW SET:19 PRTLANfl, Olie 2-'108A UNIT ENTRY 2-308A UNIT PAINT 2-10 B BALCONY 3'-0" 6' WOOD PAINT WOOD 20 MIN.'-0" C FBGLSPRE-FIN FBGLS PRE FIN R-02 2-308B BALCONY 3'-0" 7'-0"C FBGLS PRE-FIN FBGLS WOOD PAINT R-01 R-02 20 MIN. 3 EA 111NfiGE IPTIC3N M � 652FINISH IVE OF 0 2-109A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-309A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA PASSAGE SET ND10S SPA 626 SCH 2-1096 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-3098 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 4050 EDA 689 LCN 3/29/2018 1 EA PROTECTION PLATE. 8400 ICE X T2'LDW B-CS 630 1V1 2-110A UNIT ENTRY 3'-01, 6'-8', A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-310A UNIT ENTRY 3'-0.1 6'-81, A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WALL STOP WS406/4417CVX 630 IVE STAMP 2-110B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-310B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKETING 468F {PSA 8K 2CR 2-111A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-311A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8192AA AA LER 2-111B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-311B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 EA THRESHOLD 54642223 A 2CR 2-112A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN, 2-312A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. s, 2-112M UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-312B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 Int SET':20 .i -C1_ MY IP'TI4 N CATALOG NUMBER FINISH MF"R - 2-112B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-314 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 3 HINGE 58814.5 X 4,5 630 IVE 2-112C UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-315A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 1 EA STOREROOM LOCK ALOOPO NEP +626 SCH [ BG PROPERTIES 2-112D BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-315B STAIR 3'-0" 7'-0" A HM PRE-FIN NM PRE-FIN 18 90 MIN. 1 EA SURFACE CLOSER 1250 CUSH SLIM 689 LCN LLC 2-11211 UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-317 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 3 EA GASKETING 488FSBK PSA BK ZER 2-113B BUILDING ENTRY 3'-0" 7'-0" A HM PAINT HM PAINT 18 2-U31 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. - 2-114A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 2-U32 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. Hof SET'21 2-114B STAIR 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 90 MIN. 2-U33 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. QTY HI SCYRIPTIC3N CATALOG NUMBER FINISH MFR CONSULTANT 3 EA HINGE 513131 4,5 X 4.5 834 IVE 2-115 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 2-U34 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA STOREROOM LOCK AL8OPD NEP 626 SCH 2-U12 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U35 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LCN 2-U13 ELEV MECH 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 90 MIN. 2-U36 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA WALL STOP WS406/4O7 CVx 630 IVE 2-U14 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U37 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 3 EA GASKETING ovum<PSA BK ZER 2-U15 ELEC 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. 2-U38 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U16 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. HW SET'R-04 2-U17 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. LEVEL 04 QTY DESCRIPTION 5CA814.S NUMBER FINISH MFR 3 EA HINGE X14.6 X 4.5 652 IVE 2-401A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ENTRANCE LOCK CS210-8500T0 JAZ PLY 10-100 626 SCH LEVEL 02 2-401B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA FSIC CORE 23.030 EV 0 626 SCH 2-201A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-402A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LGN 2-201 B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-402B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PROTECTION PLATE 840010"X 2"LOW B-CS 630 I'VE 2-202A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-403A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA I]+f74)11.STOP 61 852 IVE 2-202B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-403B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA GASKSWEEPG 8192AAK PSA BKA ZER 1 EA DOOR AA ZER 2-203A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-404A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. I EA THRESHOLD 658A A ZER 2-203B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-404B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 VERIFY DETAIL 2-204A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-405A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA VIEWER U698 626 IVE 2-204B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-405B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 itADAUNITSNOTE;INSTALL STOPON BASE,TOP OR B DOOR,ION WALL,OR OTHER FIXTURE AS APPROPRIATE. 2-205A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-406A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-205B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-406B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 Hirt'SET:R-01A 2-206A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-407A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. (STY gofS IitIPTION CATALOG NUMBER FINISH MFR 2-206B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-4076 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA HINb 58614.6 X 4.5 652 1W 2-207A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-408A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ELEC ENTRANCE LOCK FE410F 4"JAZ GRIM 626 SCH 2-207B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-4086 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SUM 689 LCN 2-208A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-409A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA PROTECTION PLATE 840014!"742`LOW B-CS 830 1VIe 2-208B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-409B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EDOOR STOP 61 652 IVE Cl)3 EAA GASKETING 488FSBK PSA BK 2CR C+) 2-209A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-41 OA UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8192AA AA 2CR H 2-20913 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-410B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA THRESHOLD 656A A ZER 2-210A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-411A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. VERIFY DETAIL Z 2-210B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-411B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA VIEWER U698 626 NE 2-211A UNIT ENTRY 3'-0" 6'-8" A SC WOOD i PAINT WOOD PAINT R-01 20 MIN. 2-412A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2ADA UNITS) W 2-211B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-41213 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 NOTE;INSTALL STOP{)N BASE,TOP OR 1343 OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE, M 2-212A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2-414A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN FSIM'SET:R-412 2-212B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 2-414B ROOF ACC. HATCH 3'-0" 6'-8" A HM PRE-FIN HM PRE-FIN 20 90 MIN. QTY DESCRIPTION CATALOG NUMBER FINISH MFR Imam 2-214 STAIR 3'-0" 61-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 2-415 STAIR 31-0" 61-811 A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 3 EA kiNot basi4.5 X4,5 852 I'VE et 2-215A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 2-417 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN NM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 1 EA ENTRANCE LOCK CS21043500'TD JAZ PLY 10-109 626 SCH CO 1 EA ESC GORE 23.030 EVD 626 SCH 2-217 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 2-U41 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. J 2-U21 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U42 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 E#'" STOP 131 652 !VE 1 EA RAIN DRIP 11A A .ZER CL D 2-U22 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U43 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA GASKETING 488FSBK PSA BK ,TER 2-U23 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U44 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA DOOR SWEEP 8198AA AA ZER a o 2-U24 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U46 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 1 EA THRESHOLD 65A-223 A ZER 0 W 2-U25 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. 2-U47 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. VERIFY DETAIL CO r 2-U26 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 2-U48 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_ CC V 2-U27 STORAGE 3'-0" 6' -8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. HW SET:1 03 Ci u j CO CV Cr) 2-U28 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. QTYj IPTION CATALOG NUMBER FINISH MFR C4 3 EA P81 RCI 4 X 4 852 IVE Lu Z O N 1 EA PRIVACY LOCK F40 JAZ 626 SCH 1 EA DOOR STOP 61 652 IVE a= 3 EA SILENCER SR65 GRY IVE I 10 Z DOOR SCHEDULE - UNITS NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. W o p I OPENING 1 DOOR FRAME I FIRE HW SET:R-04 p Q J DOOR NO LOCATION I WIDTH I HEIGHT TYPE I MATERIAL f FINISH MATERIAL f FINISH HARDWARE RATING COMMENTS CITY GRlF'TIC31iC 5PB1 CATALOGNUMBERXFINISH I = CO 0 HiI� IF 510131 R4.1 4 X 4 652 IVE 1 EA PASSAGE SET F l0 JAZ 626 SCH Ilimmi I-- I- Ca BA BATHROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 1 EA DOOR STOP 61 652 NE BR BEDROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 DOOR SCHEDULE NOTES 3 EA SILENCER SR65 GRY IVE CL1 CLOSET 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-04 NOTE:INSTAL.(..STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR(0'!HER FIXTURE AS APPROPRIATE. TITLE CL2 CLOSET 7'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 HW SET:R-05 # DATE DESCRIPTION CL3 CLOSET 5'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 1. ALL DOORS SHALL HAVE LEVER HARDWARE. UNO 8. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS OTY DESCRIPTION CATALOG NUMBER FINISH MFR CL4 CLOSET 5'-0" 6'-8" E WOOD PAINT WOOD PAINT R-06 SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS 1 SET 2-DR BYPASS SOLB.S BPS0 STA CL6 CLOSET 4'-6" 6'-8" D WOOD PAINT WOOD PAINT R-05 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE (22.2 N). 4 EA FLUSH PULL 221 626 IVE CL7 CLOSET 3'-0" 6'-8" F WOOD PAINT WOOD PAINT R-06 PROTECTED IN ACCORDANCE WITH OSSC SECTIONS 716.5.3.1 AND 716.5.7.3. 9. SLIDING OR FOLDING DOORS OTHER THAN FIRE HW SET:R-08 " DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF QTY \CRIPTION CATALOG NUMBER FINISH MFR 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM 5.0 LBS(22.2 N). 1 SET �3FT BIFOLD BFC50 STA SCHEDULE ABBREVATIONS THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 10.WHERE PROVIDED, THRESHOLDS AT DOORWAYS 2 EA DOOR PULL 64'WIRE PULL 626 HC-PHB HOLLOW CORE PRIMED HARDBOARD SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN GYP BD GYPSUM BOARD 4, OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 LEVEL GREATER THAN 114 INCH IN HEIGHT AND NOT MW SET:2 MISC MDF MEDIUM DENSITY FIBREBOARD INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE CITY DESCRIPTION CATALOG NUMBER FINISH MFR MFR MANUFACTURER FLOOR. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 25 EA CREDENTIAL 9651 BLK SCE PRE-FIN PREFINISHED SC EA CREDENTIAL 9691T 81K SCE REVISIONS PRE-PR PREPRIMED 5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM 11.SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR 1 EA STRAITS SOFTWARE BY OTHERS SCE SC-PHB SOLID CORE PRIMED HARDBOARD AN OPEN POSITION OF 90 DEGREES, THE TIME HEAD DETAIL. 1 EA TRAINING ON SITE AND SETUP SCE REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION 1 EA CREDENTIAL.READER MT2OW SCH OF 12 DEGREES SHALL BE 5 SECONDS. 12.SEE 6/AX-8.14 FOR BYPASS DOOR HEAD DETAIL/ MANUFACTURER AND ACCEPTABLE SUBSTITUTES Author Checker 6. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT 13.SEE 7/AX-8.14 FOR BIFOLD DOOR HEAD DETAIL - DRAWN BY CHECK BY / /-\ / / FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR Item: Manufacturer Substitute: N."-= =J -� SHALL MOVE TO THE CLOSED POSITION W 1.5 14.5EE 7/AX-8.01 AND 61AX-8.01 FOR TYPICAL EXTERIOR 1. Hinges/Butts: Ives (IVE) Bommer, Stanley,McKinney PERMIT SET _ / 2. Track: Stanley / / \ / _-= SECONDS MINIMUM. HOLLOW METAL HEAD AND JAMB DETAIL AT FIBER STATUS /, \ / W / CEMENT. 3. Continuous Hinges: Ives (NE) Stanley, Pemko, / \ 7. FIRE DOORS SHALL HAVE THE MINIMUM OPENING 4. Locks/Latches: Schlage(SCH) None-owner preference. 03.29.2018 /, / \ / _ / / = I FORCE ALLOWABLE BY THE AHJ. 15.SEE 6/AX-8.02 AND 5/AX-8.02 FOR TYPICAL EXTERIOR 5. Narrow Locks: Adams Rite(ADA) None DATE \ \ / \ \ - - - -' HOLLOW METAL HEAD AND JAMB DETAIL AT WOOD 6. Cylinders: Schlage(SCH) None-owner preference. 1 / \ 7. Exit Devices: Falcon (FAL) None-owner preference. 17052 ,\ /, \ FINISH SCHEDULE ROOM FINISH SCHEDULE - BUILDING 2 PRODUCT NAME/ ROOM I FINISH r ' CODE PRODUCT MANUFACTURER I NUMBER SIZE COLOR/FINISH COMMENTS NUMBER ROOM NAME FLOOR MAT.!FIN. BASE MAT./FIN. WALL MAT.!FIN. ! CEILING MAT.I FIN. I COMMENTS -.•iiiii0A 16. . CPT-1 CARPET INTERFACE PRIMARY STITCH 102416 HEM GROUND LEVEL CPT-2 CARPET INTERFACE PRIMARY STITCH - 102417 FRENCH KNOT/ACCENT 2-113 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs Otak Architects, Inc. PT-1 PAINT BENJAMIN MOORE REFER TO SPECS - 2166-10 GOLD RUSH/REFER TO SPECS 2-114 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD I PT-4 GYP BD/PT-4 PT-2 PAINT BENJAMIN MOORE REFER TO SPECS - 2128-10 BLACK BEAUTY 1 REFER TO 2-115 STAIR 1 CARPET/CPT-1 +CPT-2 6"PT GRADE WD GYP BD 1 PT-4 GYP BD/PT-4 808 SW I.' d Avenue, Suite 300 SPECS1rtland, OR 97204 2-117 ELEV SHEET RUBBER I SR-1 6"STAINLESS STEEL BAKD ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORSin 503.287.6825 PT-3 PAINT SHERWIN WILLIAMS REFER TO SPECS - SW 7063 NEBULOUS WHITE 1 REFER TO 2-U12 FIRE SHEET VINYL fi" RUBBER GYP BD 1 PT-4 GYP BD 1 PT-4www.otak.cornSPECS SPRINKLER PT-4 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY 2-U13 ELEV MECH SHEET VINYL 6" RUBBER GYP BD 1 PT-4 GYP BD/PT-4 PT-5 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY 2-U14 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 SR-1 SHEET RUBBER ARMSTRONG R8C26 18 1/8"x18 1/8" PUDDY/RAISED ROUND 2-U15 ELEC SHEET VINYL 6"RUBBER GYP BD 1 PT-4 GYP BD 1 PT-4 TILES 2-U16 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 • VYL-1 SHEET VINYL ARMSTRONG NATURAL 6"x36"TILE MYSTIX NEVA NA921 SWEET DREAM 2-U17 STORAGE SHEET VINYL 6" RUBBER GYP BD 1 PT-4 GYP BD 1 PT-4BRIAN F4 37 i CREATIONS WD-1 SEMI-TRANSPARENT CABOT REFER TO SPECS 1x8 T+G RED CEDAR a R' LE ENER STAIN LEVEL 02 a e 2-213 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs VANE%4R 2-214 STAIR 2 SHEET VINYL I VYL-1 6"PT GRADE WD GYP BD I PT-4 GYP BD/PT-4 NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION 2-215 STAIR 1 SHEET VINYL 1 VYL-1 6"PT GRADE WD GYP BD 1 PT-4 GYP BD 1 PT-4 F ti 2-217 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 2-U21 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 3/29/2018 2-U22 UTILITY SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD I PT-4 STAMP 2-U23 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 2-U24 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U25 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 A— 2-U26 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 2-U27 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 n.� r 1 2-U28 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 DBG PROPERTIES LEVEL 03 LLC 2-313 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 2-314 STAIR 2 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 2-315 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BD 1 PT-4 GYP BD/PT-4 CONSULTANT 2-317 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 2-U31 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD 1 PT-4 2-U32 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD I PT-4 2-U33 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD 1 PT-4 2-U34 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD 1 PT-4 2-U35 STORAGE SHEET VINYL 6"RUBBER GYP BD 1 PT-4 GYP BD/PT-4 2-U36 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD I PT-4 2-U37 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD 1 PT-4 2-U38 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD I PT-4 LEVEL 04 2413 CORRIDOR CARPET I CPT-1 +CPT-2 6"RUBBER GYP BD/PT-4 GYP BD I PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 2414 STAIR 2 SHEET VINYL I VYL-1 6"PT GRADE WD GYP BD/PT4 GYP BD/PT-4 2-415 STAIR 1 SHEET VINYL 1 VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 2417 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 2-U41 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U42 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U43 STORAGE SHEET VINYL 6"RUBBER GYP BE)/PT-4 GYP BD/PT-4 2-U44 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 2-U46 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 2-U47 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 2-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 I 1111 ROOM NAME 1 FLOOR MAT.I FIN. BASE MAT./FIN. 1 WALL MAT.I FIN. I CEILING MAT.I FIN. f COMMENTS2 BEDROOM CARPET I CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 06011.11.1 BATH TILE RESILIENT BASE WATER RESISTANT GYP BD/PT-5 WATER RESISTANT GYP BD/PT-5 lam CO CLOSET CARPET/CPT-2 MDF-PAINT GYP BD 1 PT-5 GYP BD/PT-5 W LIVING SHEET VINYL MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 J DINING CARPET I CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 KITCHEN TILE RESILIENT BASE GYP BE)/PT-5 GYP BD/PT-5 ENTRY SHEET VINYL MDF-PAINT GYP BD/PT-5 GYP BD/PT-5ICE ❑ LAUNDRY TILE RESILIENT BASE GYP BD 1 PT-5 GYP BD/PT-5 0 L.LJ WH CLOSET CARPET/CPT-2 RESILIENT BASE GYP BD/PT-5 GYP BD/PT-5 IX U D YN CO NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION NI` N w mom ce 0 LL, = o Z W Cf) CDn = M ¢ J 7,-0" ti m 5'-0„ 6'-0,� i. -4 .t_ X- 2,_6„ �' 2,-6" 2,_6„ .� 3'-6" 2'-6" , -4e 4'-6" 2'-6" ., TITLE fWINDOW NOTES # DATE DESCRIPTION - - - 1. SEE 17/AX-8.01 FOR WINDOW INSTALLATION SEQUENCE c a / / / 2. SEE SHEET AX-8.01 FOR WINDOW SILL AND HEAD b 43 / / / DETAIL AT FIBER CEMENT AND AX-8.02 FOR WINDOW + / / SILL AND HEAD DETAILS AT WOOD SIDING 1 1 - ` 1 I �` I 1 3. SEE SHEET A0.11 CODE SUMMARY SHEET FOR 2014 % - - - - - o - - - - "c - - - - - o _ OREGON STATE ENERGY CODE GLAZING U-VALUE AND o SHGC REQUIREMENTS in in in , ,� _ _ _ _ ,� �r ___ _ �,� 4. PROVIDE SAFETY GLAZING IN HAZARDOUS LOCATIONS REVISIONS PER OSSC 2406.4 1O FIXED O CASEMENT 3 FIXED CASEMENT O FIXED CASEMENT OVER FIXED UOVER FIX DOVER FIXED 5. EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM PER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS IN 1029.2 Author Checker WINDOW TYPES DRAWN BY CHECK BY SCALE: 1/4"= 1'-0" PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER 1 2 A2- 1 . 12 0 2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. Ota ..,, ., SLAB PLAN LEGEND ., , ,• 1,_6 SPOT ELEVATION ,....iiiii„„ iihi '(-- Otak Architects, Inc. 808 SW - •venue, Suite 300 SLAB OPENING '• land, OR 97204 \ ."n 503.287.6825 www.otak.com o FD FLOOR DRAIN a SLAB PLAN NOTES ..-',..d> 372 • 1. SEE STRUCTURAL FOR • BRIAN R.fLEENER CI FOUNDATION FOOTINGS • • PORTLAfD,OR 2. SEE CIVIL FOR PAD ELEVATIONS �1 3. SEE CML FOR LIDA PLANTER v 4 WALL ELEVATIONS 3/29/2018 4. FLOOR SLOPES AT 1% UNO STAMP DBG PROPERTIES LLC CONSULTANT . filD (111) 2.4 2.6 2.8 2.9 + 174'-8" �� 33'-4114" 23'-5114" 14'-3112" �� 23'-5" 23'-5" i. 23'-5" 33'-4114" I E ' I i I � I 1 I I I I , , ! III I i I ! 1 I I 1 I I 1 I i I L_ -1 ! ,.:_. -.-III - :- ! i !.;... I I__-_--I i I_-......... I i---_.--._ I ...,.... _...__..._... ---. 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I I I” 1,1 I ,, 10'-2 3/4" 10'-2 314" ,, 2 114" 10'-0 314" ,, 2 314"� 10'-0" 2 314'4, 10'-0" 2 314"-�� 10'-0" j \ \`tl \' CO f I f ,.\\__ ,\ \I.0,:_i \.,7\i\,\% \., \. \ \\\ ' 1 \ \:\:\\\.\\ I \ MAXIMUM THRESH AT ALL DOORS TYP• W 0'-0" EXTENTS OF BUILDING SLAB 2 b \ I I 1--- N I I ,, 6'-6112"3112" 1 I ^/ 2'x2'x2'SUMP PUMP PIT . <— Z \ 1 /1 I 0. I I ' ,t•{, \ �7 VERIFY ELEVATOR PIT SIZE _ •r I I a 0.. • \/ 10'-9" - ` WITH MANUFACTURER PRIOR 10'-9" 13-, 50: /\ TO COMMENCEMENT OF WORK Ca M •Y�. Y. \-: ''': 'a. _ .t.r •�<•- - -'( r• it JCN V. r t • Cb n 1•r,• _ -::,:::t:::: :;-:::;•:.'",i,::::,:::1 • • h 1 ,a• - -. r r ' - •-5 i Z - :t.' •a' _ T� _ _ - +=i o- "} 11'1 c' •a _ I 411) zn to C�I - fir' - �i• I l7 ,77 .\, - \ \ immani ,D .r •Y�'' tel. _ . "YI ~Y- .I. d P•Y�YYYYlY1.•• :�'I�w, • . —..a.. ' =• .. _ •��- ^:T. �� • may _.. _ W 0 � C.:1 :I ,n. 0 < J • " _ coca n I I I I - I I • F— F= m • TITLE ' 1 # DATE DESCRIPTION in c‘, I I I I II 10'-0" -2 3/4" ,, 10'-0" ,3" _ 10'-0" 2 3/4" ,� 10'-0" 2 314" �5'-3 114" 3" ,r 10'-2 314" r 10'-2 314" y l \\ \\:\\ ' \ • \ I • \ • \N CO - _ — L -- _ '` — >' \ - '‘\. \\,6 - ♦ -11 ' \ 4,--4,:\ o \ Ic�I I I r I I ° _2.D • • 1% 1 REVISIONS• J1II- I 1 1- - - _ i_._.._: I L......•- I-._.._._,.I ._.,_,._.,.., •- I I _ _ iii 1 II I I i�I 1j-----1 . } 1 - / : I EI—. i ...1-- _ . - .- —... -- — - F1 ,I J I. 1 _ -,.,..,' '- ...,..,._. ..- 1..,._-f- - .. .._-.._..I rL-__�. ;i.. -.. - I :L _.__..._... -—:- I€ 1I i I'--_. : __-_ - __ . -. ` 1 1 fI I I . I ,. _ - I i .1II:._ i I 1- . I I I . I ? IUDA PrAtiThRI I ;- I I 1 PAff -_. _ -_ I , _ - �------ - II_ -i II. I I � � I ! i ! ,_ I ! _ .-._ I ( 1 'II r I- I 1 __ .I I I ' I I I I __ . ,I- , , 1 1 _1 I ! . � I I -I I I ? i I - 1 I. I I — i1 ; _lII IIiI j1 -; II _I , I 1 1 1 , , l.I I I I_- _ I1 ---�- € I____:. -______ ---- . ___ ._.__..__ I -......_.III----- III_. __.i I i. __1II..._.-_I I ;"_-_-If1. -Lj l— II1'- -I 11_ --1 1f ! , I 1 €---..1 ' 1-- I1-- I' I Author Checker ter... / NOTE: SEE CML AND LANDSCAPE I I I DRAWN BY CHECK BY DRAWINGS FOR DESIGN AND PERMIT SET DETAILS FOR EXTERIOR PLANTERS AND WALKWAYS STATUS . s og, so 2.8 2.9 pillp 03.29.2018 DATE 17052 PROJECT NUMBER feil0' 4' 8' 18' A2-2 . 00 • i SLAB ON GRADE PLAN ©2018 0TAK,INC. • If this drawing is not 24"x 36",it has been • -2.0. SCALE: 1/8"= 1-0" reduced/enlarged. Scale accordingly. SITE KEY PLAN FLOOR PLAN NOTES 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE :, /',y. '� AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. ' / OTHERWISE NOTED. DEMISING WALLS ARE ,~N� DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE 2. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOL ELECTRICAL DRAWINGS. Otak Architects Inc. ` ,•�, f,. / LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 S ird ' enue, Suite 300 :„,- . \CY't -. -).- '� -'' - DRAWINGS AS APPROVED BY FIRE MARSHAL. Po and, OR 97204 �r" r BLDG 5 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE ma .503.287.6825 ', , - \ 1, '3 ,/ VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.com ::\I'` HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 15 AND 48 ABOVE 11 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE �����N i p--_-_---1„" �' DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE - ' ) Iia �' ` I 1------" - ---�-- L FINISHED FLOOR TO HIGHEST CONTROL AT GROUND t BLOG..9_,_-,,.B .'G,2_-,-,. _ BLDG_3 ;.3L.DG 4 ^; Bim,.$. T. 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 372+ _-----_ I_. _-'_-- DIMENSIONS AND OTHER STAIR INFORMATION. BRIAN R.FLEENER4 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT �• 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. % P�RTI AHI ,OR 17. SEE DETAILIO/AX-8.11 FOR INFORMATION REGARDING 7 RATINGIN WALL AND A ALL TUB SHOWERS. SEEG15/AX-8.11 9/AX-8.11JUNCTIFOR 2 HR WALN BOX L. OF IN 1-HR WALL, AND DETAIL OF A 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/201811 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12IAX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4IAX-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. _ `'L rThinFLL 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 C Bea PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER AI DETAIL • . • . -4.0 A2-3.01 2.4 * 2.6 2.8 2.9 Ps 1 174'-811 I 33'-4114" 23'-5114" 14'-311211 I I 23'-5"1 I I l 23'- 5" .Ir _I 23'-5" . .. 33'-- 4 1/4" ,r ,r - rI I} I :7. I I 1 , j II � ! f i 3 I I : I I . It I . : : {{ . 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DATE __.-m_._.__.____ _ _- -- - -- 1 _ -.. --- - C- S / / I I i f -I S} ---- 2.7 - ' - , - SIM L_ _W - _ ._ SIM '- _- _ _ 1 =-- I -___ � / I 17052 1 Ali SIM A2-3.OZI 2. I' � 2.8 ®� 2.9 � 1 I PROJECT NUMBER 0' 4' 8' 1..6.1.„,„„ii6' A2-2 ■ 01 1 FLOOR PLAN LEVEL 01 ©2018OTAK, INC. If this drawing is not 24"x 36",it has been -2 0 SCALE: 118"= 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 _dimise00_440001 iiik AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. / '� , OTHERWISE NOTED. DEMISING WALLS ARE DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE ' � t ELECTRICAL DRAWINGS. Otak Architects, Inc. \ ti - `� 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL • O'` ' , ; • ` LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 SW enue, Suite 300 „.„ . Pa and,OR 97204 DRAWINGS AS APPROVED BY FIRE MARSHAL. m- 503.287.6825 • 3, FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE \ .\J : `.y '. . ,' VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.com ;✓ - '' HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES - „.--' \ \•,• 3 ° SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE I 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITH N REACH ERANGE OF 48"ABOVEBE . ) '' !� w ',, �. `r= FINISHED FLOOR TO HIGHEST CONTROL AT GROUND ; s 4 . BILDG1_;BL.pG__�__..1o�3, -:..BLDG 4 BLDG' 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 372. 1__:-____--___-_--.__...-_--.T .._.__.._._ DIMENSIONS AND OTHER STAIR INFORMATION. `,`t 1 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT - BRIAN R.FLEENER'� 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAMD,OR 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL //�� RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. OF Q 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 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 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). INTERSECTIONS ,,r, ,.-», fi_ 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. -, --CI-1 J i- 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0" FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER A&4 DETAIL lir , -4.0 A2-3.011 41111) 4111) (ID 2.4 1 2.6 2.8 2.9 el I. 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FOR MECHANICAL SYSTEMS&EQUIPMENT SEE ,....... ....t,riaiii, " AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. . ' �Q OTHERWISE NOTED. DEMISING WALLS ARE ";(2 DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING & EQUIPMENT SEE • ELECTRICAL DRAWINGS. Otak Architects Inc 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL ' '.;k. ON` ,' -- ' • ' ,; LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 SW ► enue, Suite 300 SN'r-� • \ z; . "' -' DRAWINGS AS APPROVED BY FIRE MARSHAL. Poi -nd, OR 97204 ,�- � },;% {•� � ��,` ,.•,�_.� � .J ;-•••gLp{,5•..•.__: ; mai 503.287.6825 • 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE .otalk.com ,, _ VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES • • _.,,_..... SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE • 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE • ` :• ,- r-- ;73! ; FINISHED FLOOR TO HIGHEST CONTROL AT GROUND ,;,�1 BLr G.!_._ � LidG 2 ..- BLDG-. .,_�_. BLDG;6-s. -T 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. {} __.___.... DIMENSIONS AND OTHER STAIR INFORMATION. `',I i I 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLEER4 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. s DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTS AU,()R 17. SEE DETAILIU/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. OF 0 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 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 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19, SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). - INTERSECTIONS 1 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. -, _..-.,i- li j -Li 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 G PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-O"FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. 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REVISIONS ® 13B 13 I - i ELI as1 �-'; 13A I 1 1 _� L I JrH I I i I i Author Checker 14'-5114", 6'-9" • 5'-9" r6'-21/2" 5'-0" r 5'-2314" 6'-53/4" 6'-8112" I 5'-0" .1.5'5'-3" r 6'-53/4" r 6'-81/2" r 5'-0" r 5'-23/4" r 6'-53/4" r 6'-81/2" 5'-0" -2314" 3'-0" 8'-21/4" 6'-5314" 6'-81/2" 7'-6" 2'-8345'-23/4" 5-'-0" 6'-21/2" 5'-9" 6 '-9" 4'-51/4" 1 .1X 23'-11/2" •. )t, 10'-2314" e2114" •, i10'-3" 13'-2114" r ' 2314" 13' 2114" 10'-2314" `�' 13 - 1/4" ` - i 13'-2114" r -. 10'-2314" 10' r i -2314" r r 23'-1112" I DRAWN BY PERMIT SET CHECK BY 33'-4114" L 23'-51/4" .4r 23'-5" • 23'-5" 14'-31/2" f 23'-5" , 33'-41/4" .r- STATUS \ 03.29.2018 2 DATE 4110 4111) „2„, .0 1 SiM� a, SIM SIM 17052 `eA2-3.0 4e1111 4.11 2,8 � 2.9igh� r PROJECT NUMBER r r 0' 4' 8' 1ri-6.1---,6' (3 A2-2 03 1 FLOOR PLAN LEVEL 03 ©2018OTAK,INC. If this drawing is not 24"x 36",it has been -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 /.-'--V AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. OTHERWISE NOTED. DEMISING WALLS ARE ......01111110"..A.reA ilk i, ~\� `, DIMENSIONED TO CENTER OF STUD. 13. FOR CAR DRAWINGS.C LIGHTING& EQUIPMENT SEE O#ak Ar + ects, Inc. ,, `��, 5••-- . C"�, - f 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOL LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 SW hind A -nue, Suite 300 '�• ' -. "• '•�' Po L=nd OR 97204 ,; �, ' '� � DRAWINGS AS APPROVED BY FIRE MARSHAL. ' 4, •\,,„--"" 1 ma-I 503.287,6825 BLDG 5,..,._. / 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.com )-- \ J ,. HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES •• SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE ' ___ E 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE 1 \\' \ (g 1 '- Ei==3) Ili DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE •1' 1 4 _k3L ..1_ .,,,BL II_._2 _. (5/LIDO 3 , BLDG 4 BLDG',..;_. FINISHED FLOOR TO HIGHEST CONTROL AT GROUND AA). 4 t ____ ___ _�_. 1__._._. 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 372' _. .._--._..i_-.--_-•---- DIMENSIONS AND OTHER STAIR INFORMATION. BRIAN R.FLEENER� , 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT ' 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. %MI•IwAN ,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 OF Q RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. 3/29/2018 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 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. _n_irr,L1 r~L - __,,, 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND DBG PROPERTIES ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-O" FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 141AX-8.11 FOR RECESSED FIRE EXTINGUISHER DETAIL �VP , -4.0 A2-3.01 1 411) 4110 (ID (ID 2.6 2.8 2.9 es ,, 174'-8" ,, 33'-41/4" I 23'-51/4" I 14'-31/2" 23'-5" .� 23'-5" L 23'-5" I, 33'-41/4" 1 23'- 1 1/2" X 10'-2 3/4" t 10'-2 3/4" „r 13'-2 112" t 3'- 1 114" ,► 10'-2 3/4" •' 13'-2 1/4" y, 10'-2 3/4" •P 13'-2 1/4" • 10'-2 3/4" , 13'-2 1/4" .e 10'-2 3/4" 23'- 1 1/2" .,-- 14' t 14'-5114'`, 6'-9" 5'-9" .i, 6'-21/2" 5'-0" ,i,5-2314"1"5'-23/4"•, 5'-0" 6'-81/2" • 6'-6" 3. 8'-21/4" 13'-0",1 5'-23/4",, 5'-0" 6'-81/2" 6'-53/4" •,5'-23/4" 5'-0" 6'-81/2" 6'-53/4" �,5'-23/4 5'-0" •• 6'-81/2" , 6'-53/4" ,5'-23/4" , 5'-0" , 6'-21/2" , 5'-9" 1, 6'-9" 4'-5114",_ . . . . . . . . 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L CORRIDOR � CC V ' - 4.12 L__I WALLS UN ,: CPT •1. -CPT 2, 1--� 0 ' CPT 2 V1lALLS UNO n o> AX$.07 , iiii. 2-U42 2-413 2-U4.4 2-U46 2-U47 2 O Z 41111 m 1 I r=' _ sr - I I SIM I - �I I I rr , 0 mei ' : --,4h El. � a a J 1(0.11 'I r.' f ` :, �' / , I' r�i �� � g y\ I I I 4 j I ^� : E._ - i t , W r�^/ �y bi 3H 1,' II ® N ® E I N - I ®' ® I I ® !I '1? , C") C7 li21 - 1` in 14; I - - ''� - 17 r- _ _. 1i:µ �•:I _ :. _-. _ co c l' L--T _.-. ___STORAGT .1111L_- -I E1IILJ. `„11I2N________J 3/ I! TITLE ` El ® 2-U43 I -41484 - I i� L_.:...._ .�. - I - _, _..__. - __ --- -- - I; ! .sem, :- T- Y- 1- ..jr_. j'-'77:1 -- - E-_- 1_.. I -- +----� ,� ,_ -__LL_-. # DATE DESCRIPTION O ! ' O ' L.....Li) 2 N I _ nAX-5.02- I UNIT 1 BED ''� UNIT 2 BED 23 • UNIT 1 BED 6 UNIT 1 BED 23 - 1 UNIT 1 BED o N i I _ � 21 2-410 23I ____.., 1 SIM m 3A 2-402 I I 2-404 I ' I 2-406 12-408 121 1 -ateI I UNIT 2 BED �[_ CI 3A 1A 3A 3A CT _ i 3A I 2-412 I I�^ I q_1 - I /1 ill • -412 . - I 1 r - I © I ,. 3A .. I - STAIR 2 Pr © _ ` •-' E 4.� i3A - 1 2 4 © 1 2 - . 1 2-414 2 F'-' , : ' 1 :. �► 112 - o n 402 10� -404B . • . l -406B _ 1% -40864 I I i -4106 186. 1;2-412 _ _�► I a_ � L -----�- I I T1 i REVISIONS al: 2.D I I 1 1313 136- �`-. 1 I --I13B 13A I I I I J I I Author Checker ''51/4"► 6'-9" ' 5'-9" ' 6'-2112" 5'-0" 5'-23/4" 6'-53/4" 6'-81/2" 5'-0" 5'-3" 6'-53/4" ' 6'-81/2" 5'-0" '5'-23/4" 6'-5314" r6'-81/2" 5'-0" •5'-23/4" 3'-0"' 8'-2 . /4" 6'-53/4" ' 6'-81/2" 7'-6" 2'-83/45'-23/4" ' 5'-0" ' 6'-21/2" ' 5'-9" ' 6'-9" '-9" 4'-51/4"i . . , .- . / rr ' • ' rik' • • 1 .1 • 1 • • •r •r • ' DRAWN BY CHECK BY 23'- 11/2" 10'-23/4" 13'-21/4" 10'-3" 13'-21/4" 10'-2314" 13'-21/4" 10'-23/4" 3'-1 1/4" 13'-21/4" 10'-23/4" 10'-23/4" , 23'- 11/2" , ., ,` PERMIT SET " �, 1 33'-41/4" 23'-5114" ,, 23'-5" 23 -5 , 14'-3112" , 23'-5" 33'-4114" L STATUS I w I \ 1 03.29.2018 2 DATE (ii) . Ali SIM 1 SIM c>3 SIM 2SIM 17052 �e A2-3.� 4111) Vi � ,8 2.9 �� PROJECT NUMBER r i 0' 4' 8' 1!--1-1-01-16' (3 A2- 2 II 04 1 FLOOR PLAN LEVEL 04 ©2018OTAK,INC. If this drawing is not 24"x 36',it has been ' -2.0. SCALE: 1/8"= 1'-0" reduced/enlarged.Scale accordingly. ROOF AREA VENTILATION SITE KEY PLAN ROOF NOTES VENT FREE AREA(sqft) NAME AREA(sqft) 1. VAPOR BARRIER AT INSULATION TO BE LOCATED ON i REQUIRED PROVIDED WARM SIDE OF INSULATION. , AREA 1 9,431 31.44 33 ," ~;c2 •\ 2. SEE 61AX-8,06 FOR PIPE PENETRATIONS. Otak A • itectsAREA 2 269 0.9 2.75 �� �' . Inc. Q`r\, -' 3. WALK PADS TO BE PROVIDED FROM ROOF ACCESS 808 S , Third venue, Suite 300 AREA 3 359 1.2 2.75 �' ` DOOR TO ALL MECHANICAL EQUIPMENT(VERIFY \. '` LOCATION OF ALL EQUIPMENT PRIOR TO PROVIDING min 0.87.68and, OR 25 `Y'" \ "BLDG 5.- ��` LAYOUT) www.otak.com ` '\ 4. AT ALL DOWNSPOUT LOCATIONS PROVIDE A SPLASHBLOCK AT THE ROOF AREA NOT TO EXCEED 3000 sgft.VENT FREE AREA ,�`-�'=1 �� I; �` Ij. !'� � ' .a MUST NOT BE LESS THAN 1/300th OF THE ROOF AREA '+,',�t � 3 ' 6. PROVIDE VENTILATION OPENING FROM MAIN ROOF ,' SPACE PER OSSC 1203.2 EXCEPTION 2" BLIG_1 B.I<DG 2L1�G�;;.. BLDG_. 4.._.. BLpC_&_ ; �_. _ ------ .-__-___ -__.._._M. --#__..__ TO CRICKET AREAS" • 3720 .1::, , BRIAN R.FLEENER4 PORTLAND,OR LEGEND OF 3/29/2018 I 1 i i ' STAMP I 1 STANDING SEAM METAL ROOF MEMBRANE ROOF SEE ASSEMBLIES - 1-Li-r1 A j-'-ti j- - - - - - -� FACE OF EXTERIOR WALL BELOW DB[a PROPERTIES mom.._ 2-HR BARRIER WALL BELOW LLC (RATING TO EXTEND TO UNDERSIDE OF ROOF SHEATHING) ROOF VENT CONSULTANT ROOFSEE8/DRAINAX 8.05 AND OVERFLOW ODO ORD . [ ! FLL1- GREEN ROOF 11 ;v'_.) , BALLAST ROCK 41111 41111) 4111D 2.4 2.6 2.8 2.9 + kJ-_,.•� I I 33'-4112" 23'-5" I 14'-31/2" 23'-5" 23'-5" I 23'-5" I 33'-41/2" I I I I 0 1 I I I I • -4.0 43'-31/2"-TYP 39'- 10"-T'1 EXTERIWALL 39'-3 114"-TYP I I BELOW-OR TYP q:',0-) 4. --,L, - ,si I - - -17 - I _ _ _ - - - I - � - - -I - L I i-- iir- i ,_ Iv/ AREA 2 - - SIN N N 4 N Nlimn -4.12 l II Z ABOVE • -ii IL Alk 411- 10 114"-TYP L -8.0. STAIR 1 BELOW, EXTEND 2-HR M BELOW Itb RATED WALL TO UNDERSIDE WOOD OVERFRAMED t : OF ROOF SHEATHING I I CRICKET-TYP - I [V Ce Es) ® r) 7 ROOF VENT W12.75sgft Z N • -8 1 .*y a� r h © iv FREE AREA MIN-TYP a iy r _ r x".03 ' T kt I \ :1 I I 11 ! ! 0- ��( ` •• I II/ MECHANICAL �. I _ aIC CI LL- ° -8.0. EQUIPMENT SCREEN, WOOD OVERFRAMED .. co Ex 0 1 •I 4 V.\ COORDINATE SIZE WITH CRICKET-TYP 114 112 O 114 112 I _ I -5.03 \ EQUIPEMENT CUT Q W M / I I I _ 3/4"112" I Y I. /X, j SHEET, MAINTAIN I 1 q L.L. - _- - I - - - - - - - { -� - REQUIRED CLR SPACE - - - - - - - - - mil N (` CV �� . w rr 2.B . i in io 2"/ 12'' SIM WOOD OVERFRAMED I mum _ it r 11 AI CRICKET-TYP Um = O Z Zo �- 2 AREA 1 ` AREA 1 2 112 41) tO "' AX-4.12 AX-5.03 I I -,._. - - - - - _ STAIR 2 BELOW, I - i - I - - �'k �' - - - - - - - - - EXTEND 2-HR RATED - - - - ° 0 lb, CONDENSER ON 4x8 PT WALL TO UNDERSIDEI co J Ah SIM . ' CURB RUNNERS PARALLEL 12 • OF ROOF SHEATHINGVW 0 Q _ W/ROOF SLOPE-VERIFY �"' N- - r LOCATION W/MECHANICAL - • -8'21 L_. . 3'-0"X 8'-0" ROOF cll.:8;2 I I ACCESS HATCW ca I ~ ~� I � \_.___ _ AREA 3 TYP TITLE I 1"_ 114"/12"� 14411k114"112" 1/4"/ 12" 38 - TYP ( 1rfi 1111) r # DATE DESCRIPTION o I IIrli I 114"/12" N cV 1/4"112" - - L r N ' I N. N l NI aP'� y N r- 114"112" •1143�y as u F} le lcpp ago -. { �q,, J -a_O J le e4').- p4414.).,�a�b { ao `tso , � I 4 ' I a I Li to s�*y" Q 1/4"112" 1/4"112"_ 'T I 1' ' g 000 1i n I ®,.D „ „ I- o 0,,. „ „ „ „ ., 1 ' I 0°D 114"112" l 114 112 E 114"112" ( A 114 112 114 /12 I 114"I12" RDO I ® . II it u® iv ®.., -nO N I I 0 I r _________11___________---- . -(2-1) - - . - I _ _ REVISIONS 39'- 10"-TYP + I 1 SADDLE I 1 ROOF DRAIN/ EXTERIOR WALL AX-8.05 FLASHING-TYP ®OVERFLOW-TYP BELOW-TYP I I 9 I Author Checker I I • -8.1; TYP AX-8.06 f-,rp DRAWN BY CHECK BY 33'-41/2" 1. 23'-5" 23'-5" L 23'-5" 14'-31/2" L 23'-5" 33'-4112" PERMIT SET STATUS 411 (1111 4110 4111) (1110 2.8 2.9 Ps 03.29.2018 DATE 17052 PROJECT NUMBER 0' 4' 8' 16' 1,...?-•••! A2.2 ■ 05 ©2018 OTAK,INC. 1 ROOF PLAN If this drawing is not 24"x 36",it has been -� SCALE: 1/8"= 1'-0" reduced/enlarged Scale accordingly. RCP LEGEND Otak . 1'-6" SPOT ELEVATION-ABOVE __....iii. 00.1 iiii, �- REFERENCED LEVEL a) (111) 2.4 (1) 2.6 (16 2.8 2.9 HORIZONTAL ASSEMBLY Otak Architects, Inc. CENTER EXIT SIGN 808 S + Avenue,Suite 300 OVER DOORWAY LIGHTING FIXTURES ortland, OR 97204 '4-ipt 1, 1 ain 503.287.6825 CEILING SURFACE MOUNTED www.otak.com 7'-8112" RECESSED, CANNED I ,F-----,€ I I II I I 2 I '`` RECESSED CEILING LED LIGHT FIXTURE I - E I , 8'_0" I / .o, EQ EQ A2-2.12 8'-0" EQ 1I _ II - 4 I I1 1 I 4014N• ' - a, 'I , - - 1 � ���. •. - f, I• � �� - FIRELIFSAI:ETY\ . TT '1L BRIAN R.FLE IENER5 - r w ;1 • � , . • , ' : -' ' w}' -- i !i^:1 I, - ". '= -n-- i1 1 - _i �c EXIT SIGN 0 ___ ., _', . '� ---.--r--7.' ua _ I _ - I FIRE HORNISTR08EP RTLA�I[�.ORI h r^�J II ii I �' '� I i i I I a SMOKE DETECT V O If I / 4 , �I I Ili ® I 11 1.11IO OR 1. E EQ EQ �, 1x4 WOOD CEILING- 3/29/2018 Q 1. EQ EQ ; EQ EQ L EQ MATCH SPECIES OF Wi - t-1 III Q L EQ 1. 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(11) 2.6 2.8 B BRIAN A.FLEEIER4 ,. lTTLAND,8R 2'-e" .2'-0" r • QF ° ILI I I I ! r, e 3/29/2018 . It H ~ �j� _ � sSTAMP _ , o li I f II I I - ---41 1 r •' i-7,..,..ir..ThA I 4 \ .7'11[1 JThrifttri--Lir.. I I I \,// I { DBG PROPERTIES 1 -0 I LLC Q _ /\ c 1 0 r / \ I • • ' , . '. - CONSULTANT - I I 2.B - - - _ { _ - {' ! I - H 1 1 " ": 1 11 - . {-; • , n - . - ! n 11 1 " - 1 n, - 1 " < - 1 " - 1 n • •- ! 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SCALE: 1/4"= 1'-0" if this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. ELEVATION LEGEND ELEVATION NOTES otak • 111 , 1 , 1, D VERTICAL WOOD SIDING-WD-1 1. SEE BUILDING FLOOR PLANS FOR DOOR TAGS H VERTICAL FIBER REINFORCED 2. SEE THE SHEET A2-1.11 FOR WINDOW AND DOOR -.0400 ..t11.°Iii°ra lik, 1k ___ v CEMENTITIOUS PANEL SIDING 12"X SCHEDULES. 48"STAGGERED-PT-1 ' Otak Architects, Inc. 3. SIDING TYPE, REVEALS&BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS 808 SW .. Avenue, Suite 300 L__ 1 HORIZONTAL FIBER REINFORCED CEMENTITIOUS LAP SIDING W/6" UNLESS OTHERWISE NOTED. • ••rtland, OR 97204 EXPOSURE-PT2 ,oain 503.287.6825 - 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. www.otak.com 1 I FIBER REINFORCED CEMENTITIOUS I PANEL TRIM-PT-3 5. SEE 6/AX-8.06 FOR TYPICAL ROOF PENETRATIONS. SEE SHEET AX/-8.11 FOR DETAILS AT ELECTRICAL . ' 2.D 2.B 2.A ri..., WALL MOUNTED BIKE RACK 6. LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. ,6'kuig'47% • FDC FIRE DEPARTMENT CONNECTION 6" 7.' 6 63 - 4 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS - .r- SEE EXTERIOR FINISH SCHEDULE NEEDED. BRIAN R.FLEENER .4. 29 -0" 5'-6" i. 29'-0" FOR FINISH INFORMATION. 8. SEE 6/M-8.06 FOR ELECTRICAL AND MECHANICAL • 0 %MILANO,OR PENETRATIONS. 7- PAINTED PANEL PARAPET CAP Alk SIDING SYSTEM / (1-81)2 FLASHING 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF O- -8.0 TO HIGH ROOF An --lip 3/29/2018 ; , _ TYP.AT 44'-0" 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED ' WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP • -8.0 / FIBER ---••••' - I- TYP "ELECTRICAL ROOM." I CEMENT lor ,....i _ TO LOW PARAPET Ar, ••-1 H -1 i ,I ----13, 1:2____. . ,, L • - 1 39'- 10" 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT __ • CONNECTIONS SERVING AUTOMATIC SPRINKLERS, 1--- -r- • - ' ! ' 1 I LEVEL 04 TO PLA_ft.TE STANPIPES OR FIRE PUMP CONNECTIONS AND BE _A 1,_ ,..-• , •-i_trx_luA' 7.--- . ----,-, . 1 : . _ _ _ ...,• . L_, _.. 7 / 3 mr , )0 / 0 1: - 35'- 10" ' VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALL INDICATE DESIGN PRESSURE OF FIRE PUMPS WHERE 1-1-11-1.11-d1-1_, /- ,__.] .. ....., -- \ ____1„---• PAINTED FIBER CEMENT PANEL PROVIDED. DBG PROPERTIES / / \ _____ ------- TRIM AROUND WINDOWS-TYP LLC ________ ___ 12. BUILDING ADDRESS NUMBERS SHALL BE PLACED IN A - I _ --:=7.--.-: _ L_. _CH7T-IT: -- =____r_-..------ , 17-1 - ---- ---- - I I i -- - LEVEL Ott._•_m, POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM _______ ---,7 -- - --- J i - --, i THE STREET. NUMBERS SHALL BE A MINIMUM OF 4 t 0- [ ' fa ' ------ - 27'-9 1/2" " ' - / 0 INCHES HIGH WITH AMINIMUM STROKE WIDTH OF 0.5 \ - 0 \ C> '- , 1 E --- , , O . _ - ; . , / 0 r-- INCHES. CONSULTANT / / \ • 6 n 13. 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Scale accordingly. • ELEVATION LEGEND ELEVATION NOTES VERTICAL WOOD SIDING-WD-1 1. SEE BUILDING FLOOR PLANS FOR DOOR TAGS VERTICAL FIBER REINFORCED ,,,iiiiiiiti lik 2. SEE THE SHEET A2-1.11 FOR WINDOW AND DOOR I -I I- 1 I • CEMENTITIOUS PANEL SIDING 12"X SCHEDULES. Otak Architects,2.A 20 2,D 48"STAGGERED-PT-1 3. SIDING TYPE, REVEALS & BUILDING COLORS SHALL Inc. I`1HORIZONTAL FIBER REINFORCED AROUND CORNERS INTO RECESSED AREAS 808 S 4* •venue, Suite 300 63'-6" - CEMENTITIOUS LAP SIDING W/6" UNLESS OTHERWISE NOTED. " inland, OR 97204 - EXPOSURE-PT-2 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. yin 503.287.6825 29'-0" 5'-6" 29'-0" www.otak.com 1 f FIBER REINFORCED CEMENTITIOUS PANEL TRIM-PTS 5. SEE 61Ax-8.06 FOR TYPICAL ROOF PENETRATIONS. I WALL MOUNTED BIKE RACK 6. SEE SHEET AX/-$.11 FOR DETAILS AT ELECTRICAL `. © SIM SIM PAINTED PANELftLIGHTS, COMMUNICATION PANEL AND EQUIPMENT. �� SIDING SYSTEM VP X124 FDC FIRE DEPARTMENT CONNECTION 7. SEE 71AX-8,05 FOR SADDLE FLASHING DETAILS AS ® r -8.0, SEE EXTERIOR FINISH SCHEDULE NEEDEQ. BR�AN � � � TO HIGH ROOF 2 -- - -19 FOR FINISH INFORMATION. s PARAPET CAP 44'-0" 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL PORTLAM OR FLASHING -_ r -8.0 ` - ! -8.0 TYP.AT FIBER r-_{ PENETRATIONS. 11 1 I I TYP. ' • I CEMENT I ; TO LOW PARAPET \�--1 -1 „ 9. SEE 171AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF 39 - 10 ------ r, --- s --- 312912D18 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED j { ' - R - i j LEVEL 04 TO PLATE WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP . O \ \I _i _/ \ \-- __ ---@_ 11-,'J Q _ _ - ', 0 / / 035'- 10" "ELECTRICAL ROOM,,,HORIZONTALI /I , _ _ \__L \ 11. SIGNAGETOBE MOUNTED ONALLFIREDEPARTMENT LAP SIDING / L===- .. CONNECTIONS SERVING AUTOMATIC SPRINKLERS, - I --IN -- --__-� - ---- -� , __ STANPIPES OR FIRE PUMP CONNECTIONS AND BE -1� - - -_ __ -- __ _ LEVEL 04 VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. 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SEE CML DRAWINGS FOR ACTUAL yr BUILDING ELEVATION. .+ y to 3721 I I � R3 I BRIAN R.FLEIR fi TO HIGH ROOF " • T - - - - 8 - 44'-0" P0RTI`AN[ ,OR r M-8.06 !1F 11 PROVIDE GYP BRD DRAFT 1 3129/2018 STOPS BETWEEN EVERY 2 I I i�liIi 11 " III 1 ;ow II AND 718.2. CRICKET SEE _ - f 1 +- 1 UNITS PER OSSC 708.4, OVER-BUILD ___ . '=�.' STAMP SEE ROOF PLAN FOR f 1 I LOCATIONS ROOF PLAN = I Ail - I I _ _ _ AX-8.06 TO LOW PARAPET - TO LOW PARAPET T - - R1 39'- 14f, _ -•- __ ----- ___ , - _ - - 39'- 10rf FR-71 m m --j 1.1,,_ I __' I DBG PROPERTIES 414. rkii.k. 7 1 . . LLC I A 1 0. �:r I , E .....r_. ...,„ lit, �� � it . ,. . LEVEL 04 TO PLATE . • I TiLEVEL 04 TO PLAT E CONSULTANT `' 35'- 10" ;- 35'- 10" :. Alk S � 1 S" AX-815 t = FIBER CEMENT • PANEL I : -.--.,--__ I ° . 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TYP /. _4. 71 Author Checker I f j _ DRAWN BY CHECK BY 41 J! _GROUND LEVEL _ 1„ GROUND LEVEL 'a -♦ a e_ D'-D' V ` ( 'ji r_ x . - - •° ©r_Dn � � .• _ - '. - .:"`- ::- J° -° .- . ' - ' --; - PERMIT SET •1 - .:..:. , ,..::... .._.,:.�...�:...�' STATUS +,�1_..0.6_�!w'l+ii�l_:,il+l�r_�r►_ +-1 + ! '•� �,r+• f..L_• •�'1 4 's• � +•.�1; +•. ... +• _�;l -- - - _^ •• •_^�,._:1`, '.." .4a a a <� tin:_•ail 'it'' ?A+. a1'• alk 9i1�_ .ilS_I_a _ _`at 4Sit1_I�i .� r E _� a .«„„J- � -d --I -I - {{E-7I ; I I lr -I -i_- 03.29.2018 • 1I•I1 11 :;�. 1I I_-mm , - 1 - 11'-- t , - - . - - i -- 1 DATE 1 1 } 11 , I 1 1 1 I 1_ III i _ ,_ I , , I�, ,- 1 11 . 1 , l 1 , 1 3 4. ---, 17052 -�- _ I ,- I-. -1 I L --I I ---_ i ....----I I I_ - . 1 11- • PROJECT NUMBER b. Ax.4 . 1 3 O 2018 OTAK,INC. 2 CORRIDOR WALL SECTION 1 WALL SECTION AT INSET !f this drawing is not 24"X 36",it has been reduced/enlarged. Scale accordingly • -4.1 SCALE: 3/8"= 1'-0" • -4.1 ` SCALE: 3/8"= 1'-0" RI S RI RI 13'-7" y 13'-7" 4; ' CLEAR WIDTH ' CLEAR WIDTH `r STAIR GENERAL NOTES 6 6 6 1. SEE A4-1.01 FOR ASSEMBLY TYPE DESCRIPTIONS • -501 • x.01 2. ARCHITECTURAL ELEV " ATION OF 0 -fl IS ASSUMED AS . ..4• . _ .: . . 21 21 rTHE TOP OF SLAB ELEVATION FOR ARCHITECTURAL If 1 '� i1_I - - 11 DRAWINGS, SEE CIVIL DRAWINGS FOR ACTUAL I I. J _ BUILDING ELEVATION. Inc. TIO a � : s, n .� = --26A' 3, HANDRAILS TO EXTEND A MINIMUM OF 12"AT THE TOP Si' rd Ave ue, Suite 300 OF THE STAIR AND THE LENGTH OF ONE TREAD AT THE 'orHa d, OR 97204 • ( V BOTTOM OF THE STAIR, SEE DETAIL 5/AX-8.20 main 03.287.6825 I I atalc.com `• 5 AX-5.01E ':, _I.Lici. . 4 - `� S 5 Q1i____, 4. HANDRAILS TO BE 3.-0"ABOVE STAIR NOSING SEE W •• - ; -- DETAIL 81AX-8.20 _ I -I 1 1 = - uT / = 5. SEE STRUCTURAL FOR STAIR AND LANDING FRAMING ` r '. --_PARTIAL.- 6 - .// ' EMI 6J Ji ,Air 1 - HEIGHT 1 126k: I I r I _ 6. SEE 15/AX-8.20 FOR TYPICAL STAIR IDENTIFICATION 72O SIGNAGE DETAIL '4 314" :v U v @i -4 314" I = eU eBR1AN R.FLEENER ,-3'-8"-,,,I, 3 -8" _ a CI D �,----3.-Er---- ! 3''-8„ ,; co, C7. jj • -CLR- CLR-• 1 ;,- Z I ----CLR-' CLR I FORTIJ\NO,OR co ix m r ...e CO CO ;3;c OF 0 UN I - U -I UP PIN I v �► =k 'p 3/29/2018 ® _/ J r Iri-, ....._ = b ® � - h• STAMP i. - •- r.m. .irrILA 4 AX-8.20 I = . a ; '• I - I ='" I 1 PROPERTIES L, _ PO I • 2 0- LLC �-.� ' ." CONSULTANT I I NOTE: STAIRWELL IS MIRRORED AT BUILDING 5 NOTE: STAIRWELL IS MIRRORED AT BUILDING 5 I 4 STAIR PLAN LEVEL 04 2 STAIR PLAN LEVEL 02 1 -5,0 SCALE: 1/4"= 1.-0" • -5.0 SCALE: 1/4"= 1'-0" • R# gio) e RI 13'-7" 4" 13'-7" CLEAR WIDTH .-e- CLEAR WIDTH 6, 6, AX-5.01 -5.01 AX-8.06 Rr 21 .- � ` AX-8.06 J • .. h ii!: - - - nfl IgE1 GB;- `t AXB20 it6 ) COE • TYP1 II .� 04 u`5 r - . .A _ :� ! .� LEVELTO PLATE r` vs _ 1 35'- 10" 42"HIGH PARTIAL ,' I = -6.,- / 26,g1- 1 r I - / n ._._. -.,-.. ._.. ._._ I = W/36"HIGH, 1 1/2" z 1 F v �� _ -4 314" :� @) = v ¢ ' 314" _ OD PIPE 6 1l IOU d3'-8,1 3`-8° r~ © i r- co ---31-8" `-3'-8"` .-,_ �- HANDRAIL AX-8.20 I 1` _ 1 CLR CLR-' - 6 Z I u6 -CLR '. -CLR- z EL,EN 1 STAIR 'S I CO --- -- co r- a0 GUARDRAIL s- - .. `, :1E --T' 1 1 Z I _ _ - _ AT 27"AFF ilii, i l i I IUP UN v -11 IL - - O zn SOLID BLOCKING ,I1s % O v ® v UP f = SEE STRUCTURAL ill} ! .' 1 r1 IIIIIIIIIIII -� �u -- • �• `*� ; 111 ' F2,1 aQ 21 ola,P I ; ;it ._. 54-21 - - I LEVEL 04 0.- Ell I TYP �- - i - 27'-9 112" [� W - r I f AX-$.20 E r En . a _ 1 I06 --- -r--- f ...� - _ _ 1�� 1-' LEVEL fl3 TOPLATE W CO L =-E. -,-Fi- • ! a s � - 1 1 II N - I - I -8.2� / WOOD tl TYP - 1 ~�'� 1 ► \ M Z i ._ . ,. ... _ © i E 1 I TYP % FRAMED -- _ 1 2 ' � �~ = N 0 ' I �' STAIR AND ti / - �... 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A -5.0 SCALE: 1/4"= I-0" A _5,0 , SCALE: 1/4"= 1'-0" a _5.0 , SCALE: 1/4"= I-0" a _5.0 , SCALE: 1/4"= t-0" If this drawing is not 24"x 36',it has been reduced/enlarged. Scale accordingly. FILLER► 30" i'►- i GENERAL NOTES - UNITS ,'"`, _ , ,' ,.._ '"`� .. 11 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF otak -i- 00 ___ Tr -- ,' `� - ` 0 0 - ,� - 1D ' -�\ • „..„ / ROUGH OPENING UNLESS OTHERWISE NOTED. ..ialiglig..fleXit ilik ,_ ' ` ' ` / B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ,/ \\ .\ /,� OPEN LEGEND SEE COVER SHEET. Otak Ar ' " = is Inc } .t- _-c -_ _N-- _-._,-- BEYOND .`\`� ,-'' ��` �`\� ' C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Ave e, Suite 300 IY �,, SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia ', OR 97204 '� SHEETS. main • *3.287.6825 .otak.corn O p MD - ~ 1-1 yv- \ D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE Ci m I o o R Q _� kr co �-- o i ■ I • o \ AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. ..4e Orsi, ! p O o I 1 E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL *'� m INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 372Q o `N. FLOORS. BRIAN R.FLEENER4 i. ~ ~ LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND a ifl t9 DW - F. OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE ' �� ,a ' FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS .. ((TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON I - WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF fl �� _ '► 1 je_ ABOVE FINISHED FLOOR. �, 31114" 30" 30" 12" • ; 24 ;v 24" MFR' 30" ; 18" 3/29/2018 1 VERIFY W/MFR VERIFY W/MFR G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 4A 4B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION `-`- REGARDING OUTLET BOX PLACEMENT AND DETAILS INTERIOR E L E VAT I O N KITCHEN 111Ax-8.11 & 121AX-8.11 FOR PLUMBING PENETRATIONS �ll- 1.--1I FOR ONE HOUR RATED WALLS,X 8 SCALE 112"= V-0" I. SEE 51A .14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 01 BLOCKING LOCATIONS AND TYPE A UNIT WASHER I (2.L.)---...„.„ 01 DRYER REQUIREMENTS. CONSULTANT 02 ,".N.. 02 , 4,- /� 02 K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. '4 ' 12 L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. \ M. ALL FAUCETS TO HAVE LEVER HANDLES. I I 11 / \, N. WATER HEATERS TO BE STRAPPED TO BLOCKING-TYP - 0 13 t I \ WALL SEE 6/AX-8.13 � I 05 I I ti 1 I an �r\ J L J L L J �` ,\ L 1 o / E == -- .... == /7,/' 0 1 o e INTERIOR ELEVATION KEYNOTES a • el , ..._____. J - . illi 'ti- I r1. SHOWER CURTAIN ROD 16" � 22" � SHOWER CONTROLS ^ 2. TUB/SHOWER ENCLOSURE 60" i- L35 112" 1. 38" 15" 30" 15" ,, 3. BLOCKING IN WALL FOR FUTURE GRAB BARS VERIFY W/MFR VERIFY W/MFR �' VERIFY W/MFR REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 3C 3D 1/AX-8.11CO 4. LIGHT FIXTURE CENTERED OVER MIRROR INTERIORELEVATIONS BATHROOM 5. TOILET PAPER DISPENSER @ 18"-24"AFF a 110 SCALE: 112"= 1'-0" ILI 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 23'-5" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING • EQ EQ . ► 10'-0" j 12'-8 3/4" / il EXTENDED DECK 10'-8 1/4" , 8. REMOVABLE CABINET, CONTINUE FLOORING f EXTENDED DECK ABOVE WHERE IT - �� WHERE IT OCCURS UNDER CABINET. SEE 2/AX-8,11IX I I I OCCURS `, GUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUED ❑ -8.0 I i, IT OCCURS BEHIND APPLIANCE OVERBUILD SLOPE ......i., a IY . _::: __ _ ,� , 10. RANGE EXHAUST HOOD a Lit-I1\ SLOPE ; 11, SINK RIM AND WORK SURFACE COUNTER TO BE 34" - • ' •• ' • - • ` - •' © g I I N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL U) N - • . . = - • I_' -• • -s.0 DECK OTHER UNITS Z -s.0; w T = M AT SILL O -- 12, MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" N a • - • DECK J _ Cl) w i, , ; • �`(_ i LEVELS 2-4 cn MAXIMUM AFF. OFCI �'----1. gt_ � �-1 13. WASHER/DRYER Z - 14. 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Q�sHeo stogy MOISTURE GYP BOARD REVISIONS I„ -TI-II,- CLOSET •" BATH - -- i ' N ' -1-- L ENTRY �- -- C3 '�-, 26f� 3+ AX-5.11 T3Ba En .-,a, ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker W y` `= BATH ' I I I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY T • • • r '; t. - Y, ',,,r1. 3C EXHAUST PERMIT SET Fh in 0 U ENTRY. . �: _ ' I .' . -..... € i STATUS _ '' __ _ 1 W I I F 1 EXHAUST-WALL VENT '� __N. 1` i L i 1 • • 03.29.2018 I a DATE EQ jr EQ j, CENTER { i 17052 �I��II"' OVER r MOISTURE RESISTANT PROJECT NUMBER VANITY I i GYPSUM 5'-2314" 3'-8112" 5'-5112" 9'-01/4" q Miro 5 • 1 1 UNIT 1 BED - TYPE B - RCP UNIT 1 BED -- TYPE B ©2018OTAK,INC. If this drawing is not 29"x 3B",it has been SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-D" reduced/enlarged. Scale accordingly. 1 1/4" FILLERI.3©" GENERAL NOTES - UNITS \ A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ' ` 10 / ` ROUGH OPENING UNLESS OTHERWISE NOTED. ,' `� • ��`I I'� I --\ `� ?�/ ` `� \ / B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS ,...iiii010:10012 IL '� ," �' OPEN LEGEND SEE COVER SHEET. Otak A CIS Inc. - \ \ --� / ` \--� ' BEYOND s . ` ��� \I 0/7 / \ C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue, Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po =nd, OR 97204 ,'► ',._- Z \ 111031 SHEETS. ma -503.287.6825 \ \ www.otak.com O O O - �- \ D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE m 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. ''rO o E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL *� ) !�`y pi I•; INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 09 FLOORS. �� i. :RIAN R.FL ENER4 w ,'r - F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND • - DW OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE • %30,RTLANO, . z v v / FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS OR �. (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON ` I -" i WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 4 �1-- - 31 1/4" 30" 30' ""'' 12" '• ABOVE FINISHED FLOOR. 4. G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH 3/29/2018 REMOVABLE VERIFY W/MFR n 24" L 24" 30" 18"VERIFY WI MF REMOVABLE RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST STAMP CONTROL AT GROUND FLOOR UNITS. 4A 4B *SEE 16/AX-8.13 FOR SINK CABINET DETAILS H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION Ai- REGARDING OUTLET BOX PLACEMENT AND DETAILS INTERIOR ELEVATIONS KITCHEN 11/AX-8,11 OONE &HOUR RATE FOR PLUMBING PENETRATIONS ,_r� .I ���\"j{ FOR RATED WALLS. tl i ti 40SCALE: 1/2"= 1'-0" I. SEE 5fAX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D BG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 04 01 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER ® BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 02 DRYER REQUIREMENTS. CONSULTANT 04 *•AI 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. BLOCKING @ i / ED N. WATER HEATERS TO BE STRAPPED TO -TYI i 08 WALL SEE 6/AX-8.13 i I o i , I I to l \ F- . .� r • ,___I nl-n 09 L J 1 f05 L J i (..----- --) o S Ci 1 °g n INTERIOR ELEVATION KEYNOTES L J --,-/-- _ \ . ... ... . .... „ ., -, iii 1. SHOWER CURTAIN ROD J' 60" 35" /' 36" •r 28" 44" 1r t L 16" 2. TUB/SHOWER ENCLOSURE VRFY W/MFR '` VERIFY W/MFR \i_. 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 MIRRORlimmil 5. TOILET PAPER DISPENSER @ 18"-24"AFF INTERIOR ELEVATIONS BATHROOM W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING • , SCALE: 1/2"= 1'-0" 2 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING .e EQ EQ ,, a 10'-0" •1- r -1 q23'-5" 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ UNDER CABINET. SEE 2/AX-8.11 iii Alk 12'-8 3/4" 10'-8 1/4" 11,rGUARDRAIL 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q 0 -8.0 1I OVERBUILD SLOPE BEHIND APPLIANCE aCe Tj__ : ��F I�... . . ...... SLOPEi . ,► ,_,.. 10. RANGE EXHAUST HOOD a E6 • V i i ; 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" - i ; - • . © MAX AFF,AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V♦ N .' • -8.0 -8.1 W DECK • r OTHER UNITS ZCa D co ,`; AT SILL i DECK v 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" mil = N CO - , • ' _. ; MAXIMUM AFF- OFC! I` 13 WASHER/DRYER Ce . . . • , • - - , ' - 14. PAPER TOWEL DISPENSER 15. SOAP DISPENSER W N LIVING ROOM 26Bj- BEDROOM = o Q _ _ , - , _ 16. SEAT COVER DISPENSER I` 0 Z / LIVING ROOM : " r a� cin 17.TOILET PAPER DISPENSER ~ F.: : _ • • -BEDROOM7 1/2 2 -8 !$ -0114 1i o ' TITLE ,'C) _ g ` = UNIT LEGEND # DATE DESCRIPTION Bo A . • -._ • 741P B (Ns • DINING CL3 CD SMOKE DETECTOR DINING• 2' 0" 6' 01. �ri�► �..'_' N m , - '• •-- - ' : .. •'EQ EQ '_ - • ! • - ✓- F.-_=..7._:::- ` I p ICEILING SURFACE MOUNTED LIGHT : W -L 6B 26 ii N I W WIRE SHELF i., iz ):)/\ FIXTURE . _ • BELOW I V iL ♦ • • , ; • _ , , „ , • , ___. . I D ® ---��\ WALL MOUNTED LIGHT FIXTURE W I ° ° i �i1 ° m �- - ------ DW --- N U- CC - • • - . • �' - '- • - :BATH:•' F171. 1 ♦� MR GYP ONREVISIONS __ J L ares sic MOISTURE GYP BOARD - ELii ENTRY , ' • , . ' - .,. ICENTER _ I4i � , in -A - --OVER �' 1 , -�----g �, ' ' -- �J g t•- B , ATH VANITY 1 �� -- •- KITCHEN!! AX-5.12Ii b ,i ENTRY �i- Author i 1 .r ; I , 3AB, -_ o I ELECTRICAL PANEL SEE 14/AX-8.11Checker a° , I COORDINATE WITH ELECTRICAL DRAWINGS CHECK BY f W • ' a - . , 27-757 °, Oil EXHAUST ET ' PERMIT REF STATUSS --- _ .� I . r._� I 1 EXHAUST-WALL VENT I 03.29.2018 17777711 - - illi � I rM ♦•, ff \___ 1 DATE �, EQ I, EQEQEQ EQ ; EQ ;, 17052 MOISTURE RESISTANT% PROJECT NUMBER I i 1 GYPSUM 4r 8'-111/4" 4, 5'-5112" 9'-0114" Y C AX5 • 12i UNIT 1 BED - TYPE A - RCP UNIT 1 BED - TYPE A ©20180TAK,INC. ID If this drawing is not 24"x 36",it has been SCALE: 114"= 1'-0" + , SCALE: 1/4"= 1-0" reduced/enlarged.Scale accordingly. 01o GENERAL NOTES - UNITS 01 04 02 (1.2j---,,, .� A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF �- J� / ROUGH OPENING UNLESS OTHERWISE NOTED. ,.......„,,,,:,...--,A ik. 1 -,...,,, . .„ B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS 12 LEGEND SEE COVER SHEET, Otak I C ctS, Inc. OS C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue, Suite 300 'N.,,. ... ..,..%.1,- . /// SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po =nd, OR 97204 I I SHEETS. m� i 503.287.6825 i i i www.otak.com BLOCKING-TYP p D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE \ t t CU AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. �n i 1 `1 �1� co r 1 E. SEE 1/AX-8,12 & 2/AX-8.12 FOR NON-RATED WALL r� SHOWER 1 Alt CONTROLS r i - N L j INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR ` ' 3721 i � r � FLOORS. IL I; Li :RIA�1 .FLET=NSR L. - J L .' I IiN F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE • ' FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONSs. VAND,OR (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON ' ):7- ..... ,.'��' .__._ J WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" ABOVE FINISHED FLOOR. F O 3/29/2018 21" L 21" 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 9/AX-8.11 & 10IAX-8.11 FOR INFORMATION A-•- REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS - �r-Ill-( .T-`- 1-in- l__..l INTERIOR ELEVATIONS BATHROOM FOR ONE HOUR RATED WALLS. 1 SCALE: 1/2"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 1 114" 30" J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER FILLER' 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 _ \ 10 ^\ \ AT ALL FLOORS. _ \ i \ / M. ALL FAUCETS TO HAVE LEVER HANDLES. OPEN ` ' \ .BEYONDGIN N. WATER HEATERS TO BE STRAPPED TO \\\`� �'��' d ,' ��\l ll/ / 6/AX-8.13 WALL SEE 11 O p / \ I- I- / as i / .r °g ' 0 I -/ CS-7 0 0 tNi i .=. p o o O0 t 1 m m c DW , INTERIOR ELEVATION KEYNOTES c � �' \`.,'// -...� �...� �� �\\, //� `�\�/,' , 1. SHOWER CURTAIN ROD ,,_ L 31 1/4" 30" --'.." „'11- 3011 12" *, ,, ..• ,, 24" 24" L 30" 18" 2. TUB/SHOWER ENCLOSURE "1/ERIFY WI MAT " VERIFY W/MFR VERIFY W/MFR 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 1/AX-8.11 CO 4. LIGHT FIXTURE CENTERED OVER MIRROR KITCHEN VIEW 1 5. TOILET PAPER DISPENSER @ 18%24"AFF A 410SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING linium Ce - 20'-5 112" 4 33'- 10 112" 8. REMOVABLE CABINET, CONTINUE FLOORING UNDER CABINET. SEE 2/AX-8.11 AI 12'-8 314" 10'-5 112" 10'-8 114" GUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUED IICIC ❑ • -8.0 , OVERBUILD SLOPE IT OCCURS BEHIND APPLIANCE a fY A� T �, 7L i i .it 10. RANGE EXHAUST HOOD M.ICC _w._ _-._-.- _....__ ...J [ LOPE i _ 11- SINK RIM AND WORK SURFACE COUNTER TO BE 34" r MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO N DECK -8.0- DECK OTHER UNITS Z r :, AT SILL a i r Q ❑ [+7 Jwz = Tli- LEVELS 2 4 12- MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = CN�1 F.• • -;• - ',EQ• , r ' ,; • '~ ',EQ'- -• _' `` I MAXIMUM AFF. OFC! ti tl LI - •• • 13. WASHER 1 DRYER ■rrrrrr (� ,_ . , ._ _' +� 14. PAPER TOWEL DISPENSER t a C 24 24�. 15, SOAP DISPENSER ~ riv j I, T 16. SEAT COVER DISPENSER N- 0 Z LIVING I NA.S I M b.) LIVING ROOM BEDROOM 1 BEDROOM 2 17. TOILET PAPER DISPENSER '� .. ; TITLE _' - -_--<- �. _BEDROOM BEDROOM 2 f ri. 6' D 114" = UNIT LEGEND # DATE DESCRIPTION ak _,,.._ 6'-4" ‘t'''' BD • -8,1 qi O SMOKE DETECTOR 2' 0„ 6,_0„ ,4 _CL3 .. 'k • 0 0 0 ): rr, `- ', . - CLOSET w CLOSET er ..t. u_ u_ ti - N CL1 CEILING SURFACE MOUNTED LIGHT - • , LiJ • r 26B BELOW WIRE SHELF '& FIXTURE BR A, -,_ - - - - • - E4' : -..�• Q , - .• �-. - • - .r - /"� ,,• i o o t 6 CLOSET `off WALL-MOUNTED LIGHT FIXTURE Nj 1 1 -- -- DW I AX-8,12 Aft 11J - _ BA WIRE SHELF MR GYP ON REVISIONS - : ' - KITCHEN ' -' - ' :ENTRY•• " - • - .- - - - -- r -- 3g= ; AAs SIDE MOISTURE GYP BOARD -�+ - -� HED ', a"• :BATH N _J---1--E _ ENTRY i r. w �... KITCHEN �' B ...-_._ . 4, ,, u� = AX-5.13 ! , r _ - Author Checker - •. .. r , .' r i -t-r r- `� ' € SI ELECTRICAL PANEL SEE 14/AX-8.11 t = - ^ 3A , - F � OW , ® BATH 4 COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY a _ - _ -- 2� 1� EXHAUST ET EAJt r W D --_._- -0-9- REF - w STATUS ' . F . -- •--- • ""-----1!‘-- � -d- I• � --- - - � � --- • � PERMIT S • I - , i •. . , l''':-.14. ? ( �.��. CI I (2) I EXHAUST-WALL VENT r___-- - 'i. r wwww�a U 11‘ I f , •ter % 3.29.2018 CENTER 4P' c DATE i OVER 17052 I i VANITYi i MOISTURE RESISTANT PROJECT NUMBER GYPSUM EQ EQ ,� EQ EQ 3'-0" EQ EQ R 8'-111/4" �� 5'-5112" 8'-91/2" •� 10'-81/4" r c. c . ilaiXii.5 I 13 UNIT 2 BED - I - TYPE B - RCP UNIT 2 BED I - TYPE B 02018OTAK INC. el If this drawing is not 24"x 36°it has been , SCALE: 114"= 1'-0" SCALE: 1/4"= 1'-D" reduced/enlarged. Scale accordingly. 114GENERAL NOTES - UNITS otak FILLER�r 30" ; - A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF \ / ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS _didid000.000,..4 ilk Otak h"-- I -- �`�. .`�}j": I _ 10 LEGEND SEE COVER SHEET. Otak Ar ite ts, Inc. 1 \ / �� ;'� \� \,; C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 • ird Aven e, Suite 300 OPEN �' �/ SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia , OR 97204 `�- - - -,. BEYOND ' - -�`.\ �/�- --.-� 08 ) SHEETS. main ' 13.287.6825 / `�� �, ��' atak.cam / 09 D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE Mi o AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. ' i- E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL J c`to 08 m I • INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 720, FLOORS. r---/ a 09 i o 0 0cd F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND BRIAN�.1 LEN #i� o ,'1 : .. 1 � u.' �.'�~�` � `� OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE • I.: FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS VIAND,4R DW ��- -- _ - (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON . \\� -/ ��.'� WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" ' ABOVE FINISHED FLOOR. -' _ 3/29/2018 1 •, I .,.,.,. ,. „„, � .� G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 1 24" I. 24" 30" 18" L 30" I. 30" 30" CONTROLAT48'GRO ND FLOOR UNITS.ABOVE FINISHED TO HIGHEST "'VERIFY W/MF REMOVABLE VERIFY W/MFR REMOVABLE VERIFY W/MFR H. SEE DETAILS 9/AX-8,11 & 1g1AX-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 _ ---1-1-1/1"1" 1 •---•-� � INTERIOR ELEVATIONS KITCHEN FOR ONE HOUR RATED WALLS. I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBGPROPERTIES • • SCALE: 112"= 1'-0" FRAME DETAIL AND HINGE JAMB DIMENSION. LL J. 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKINGSEE LOCATIONS AND TYPE A UNIT WASHER I q1 01 ......,...--(2±) DRYER REQUIREMENTS. CONSULTANT 02 02 NI v--------- K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. 12 L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. SHOWER CONTROLS 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 IIEUI 08 ) BLOCKING-NP -- _ i / 09 } 1/1 ____Ar 6 1O \ L J 1 c INTERIOR ELEVATION KEYNOTES II L J .... , / ., 1. SHOWER CURTAIN ROD j, 18" L 34" - 60" 1. L 36" 15" 2. TUB/SHOWER ENCLOSURE .` VERIFY W/MFR VERIFY W/MFR "1 REMOVABLE C 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A *SEE 17IAX-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 Cn INTERIOR ELEVATIONS BATHROOM 4, LIGHT FIXTURE CENTERED OVER MIRROR 0SCALE: 1/2"= 1'-0" 5. TOILET PAPER DISPENSER @ 18"-24"AFF Film W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 33'- 10 1/2" C 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING I EQ EQ 20'-5 112" Ce-.4[ 12'-8 3/4" ,, 10'-5 712" ,, 10'-8 1/4" ,_ 8. REMOVABLE CABINET, CONTINUE FLOORING '�' 1 UNDER CABINET. SEE 2/AX-8.11 GUARDRAIL I • -8.0 OVERBUILD SLOPE 9. BASE AND WALL AND FLOOR FINISH CONTINUED < i� Z BEHIND APPLIANCE Cl. ° ' SLOPE -� • 10. RANGE EXHAUST HOOD < U-I i I 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" • o y II _ DECK r1 ; ILI a tl DECK r OTHER UNITSNI 9 ,,, N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL Z ;� 1 AT SILL O ',\ r N ' - -- CO ,' I `. 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" IMil {V • • . ` ' ; ___ MAXIMUM AFF. OFCI Iti • s - ., s, I WASHER/DRYER ' _ 14. PAPER TOWEL DISPENSER U 8 0 LIVING ROOM .•. . .E E�_ Q:, :E4, • = OD Y • ROOM';. ', c1. ,- , ► _ , _ , , , •_ , LIVING ROOM 266 �` CL , , • f. w • �- [ ±H 75. SOAP DISPENSER i tx ,.. I r ' ' 16. SEAT COVER DISPENSER '- O Q Z BEDROOM 1 BEDROOM 2 C7 - . . I 17, TOILET PAPERN- a DISPENSER s - - - , - �'` r 4' 6" .- - , cel •- BEDROOM 1 TITLE 6. '- "�- �• , . ,C, ±. . _ • BEDROOM 2 - ' UNIT LEGEND # DATE DESCRIPTION . • ' = u, DINING 6'-03/4 .i. 60, t Q E u . I ® . CL3 L... _ _- al O SMOKE DETECTOR ' - ' : .DINING ,-, - . • ' , . - - .. -8:1 i .2, 0" , 6, 0" ! ! i \ Fq ;, ' CL3 ics • • : ' ' _ . - CEILING SURFACE MOUNTED LIGHT p?.1p 26B BELOW O - - , F �_ r FIXTURE �, tl_ �u WIRE SHELF I �, • .EQ. •� EQ . • •• l 77 -I - WIRE SHELL= 1 �' .. - N. 1 I WALL-MOUNTED LIGHT FIXTURE I o o I 3 6 �.._` -- - . , , . , ., . .. , , _ , .,. . • : EQ•+ _ Imo. • _ ---- I I ' LBH E EQ . ' • Q EQ - ❑W I I AX-8.12 i ,' j` MR GYP ON �+ r , . -- -- CC DASHED SIDE REVISIONS , r J I 4 I 41/10 HED•R-- Iu� _. . ._-__ MOISTURE GYP BOARD . -� i . 3A _ • r' T 1 KIT EN - • ENTRY . BATH v T I CH AX-5:14 '3 ENTRY I BATH • �' I11 I m I ; ® 38 Author Checker ! _ r I j it I \ Au ho I C I 1 ELECTRICAL PAN S 14/AX-8.11 I II I �/ EL EE It' . 1 . 1,, COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY a KITCHEN •' • :,• . :.' : , '_ • ' = _- _: r =.,..-..-.., PERMIT SET . F col • II O d ' � EXHAUST REF (TI- STATUS • tr�:_' -.�__.._�a...�j_s - - . •. • . :' '• . _ - - - - - , • . . --- - �' ._ _ ' 0 ° +266 , - I 0 O i I --- I Ijj I I EXHAUST-WALL VENT ;� Yi`C • ...r 1. '- 'c I 03.29.2018 3:: S,r. • d I I DATE CENTER a N1 A17Y : MOISTURE RESISTANT 17052 1 in { i GYPSUM PROJECT NUMBER J' 8'- 11 114" .' 5'-5 1/2" ., 8'-9 1/2" a 10'-8 1/4" , C A)(20 5 14 \)(-5 . 6 UNIT 2 BED - TYPE A - RCP „fp 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: 114"= 1'-0" reduced/enlarged. Scale accordingly. GENERAL NOTES - UNITS 01 01 04 02 ( 02 )--•N. 10 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF J. `\ �r•\ 'r ROUGH OPENING UNLESS OTHERWISE NOTED. ,_....00.0.010.-1,4 16, 'L _ i� �� �� I� �\\________ ____ B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS - - �� •II �r__ __ - I 0 ___i___ _� LEGEND SEE COVER SHEET. Otak it; s Inc. ' _ C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third Ave rte, Suite 300 / p - SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portl d,OR 97204 05 )--• I / ell A V ,1 F U ,, /i--( 11 ) SHEETS. main .03.287.6825 .otak.com c. ' D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE ii cco V ci - AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. `D -1- �� - I "J" -� m I Z� --Z7 O n n o -4 g E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL 41 * , J SHOWER -i I o I I o Q INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 72 r 1 CONTROLS -_... I I I _ cd FLOORS. BRIAN R.F�. R L J I I 1 o •- - ,-- ° �` d F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND » } / _ _ _ I- OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE 1 I DW ifl FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS %KUNO, \�.. /- WALLS SHALL BE MOUN(TELEPHONE/TELEVISIONEDUBETWEEIVTLETS I S' ANDRECEPTACLES ON 1._____ JN. _ _ _ OFo ABOVE FINISHED FLOOR. . •• I .` ,j, A.,_ \ 3/29/2018 35" 21' ," 21" 30" 24" ;' 30" 30" 24" I" 21" r G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP -/' 60" jr. 41 30" 12" VERIFY WI MFR1. VERIFY W/MFR 'VERIFY WI MFI RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST --/ CONTROL AT GROUND FLOOR UNITS, VERIFY W/MFR VERIFY W/MFR ' H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION n - REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS fli,-- ,-1-- J 1 F-`- - .n- -. 3A 3B 4A FOR ONE HOUR RATED WALLS. 0 I. SEE 51AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN FRAME DETAIL AND HINGE JAMB DIMENSION. LLC SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER 1 DRYER REQUIREMENTS. CONSULTANT K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6IAX-8.13 c INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO 4. LIGHT FIXTURE CENTERED OVER MIRROR 5. TOILET PAPER DISPENSER @ 18"-24"AFF W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING • 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 32'- 10 3/4" L. 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ -ii8 -0" •, 10'-0" .� I 22'-2 1/2" X 10'-8 1/4" it- UNDER CABINET. SEE 2/AX-8.11 Y� GUARDRAIL WHERE IC 5'-0" ,,1'-8" 1 _..e)„,.....„......,,,, IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 . ' I', I ' -8.0 r OVERBUILD SLOPE BEHIND APPLIANCE a D - - -- �, ► 4'- , !` 1.1 !' IK ,� 10. RANGE EXHAUST HOODE.F.I - SLOPE _ 9 11. E ._ MAX AFF AT ALL TYPE A UNITAND 36"A } SINK RIM AND WORK SURFACE COUNTER TO BE 34" 1, „_ • • . , ._ . . r •• • , ---, I N S, FF.AT ALL � N • • DECK -s.o w DECK �- OTHER UNITS Z • AT SILL OJ v 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" I N LEVEL 2-4 y MAXIMUM AFF. OFCI N- Uri C i '_'_• - _ -� _ s 'r DINING LIVING ROOM �` 13. WASHER/DRYER !>- BEDROOM 2 = 14. PAPER TOWEL DISPENSER ap 0- ' DINING- ". '- - .LIVING ROOM =• ; ' •', - 0 24 15. SOAP DISPENSER W ' IX 1- ' _ EQ 'EQ w r Q r _ . C'f'• _ . , - t- 16. SEAT COVER DISPENSER (' • ' , - -. ,, 3'-3 112" x CD • • • • w • BEDROOM 2 `-�" 17. TOILET PAPER DISPENSER N` P. - tz AX-5.15' 26A M r „ . ; _ '•; _ F r - 1 I TITLE - r E (1UNIT LEGEND # DATE DESCRIPTION L KITCHEN �. + -'EQ _'_ ,. • _ 0 [ JH la . 6'-01/4r, _I i ! 1c I h - • - • go ' , t r EQ ' ° _ - r - I I I I 1 I -. _..._ .._ F1. F �[ N - L� ; - - -E . .. It' - O SMOKE DETECTOR • -� r--4 •; ` . , ! i [1417-11° -Q- REF 1 °a rn D TIM- Gf0 - xj i c4 '. ; EQ _ A� !-_ -_..__. j CEILING SURFACE MOUNTED LIGHT 'I► - - ; '�` '� I s �- FIXTURE • • ' ; , Y • • ', ; - •r II' F6LET BR f- 7 • rn WALL-MOUNTED LIGHT FIXTURE _ •:.• _ ,• - , _ �}- ` _ MOISTURE RESISTANT CLOSET t I f URE _ w GYPSUM / ¢ _ w " BEDROOM 1 '-" = : . ' - ' '. .w • : • • ' , - _ '' ' - : CLOSET:, , - DARNED SIDE ENTRYMR GYP ON WIRE SHELFREVISIONS � iv � MOISTURE GYP BOARD 1� - _ , i EQ • � r ` ` • •• ' BEDROOM 1 1 m Zi g I-. __ 1 _.\ I k. I a c J til - 3A 6 BATH: w y _ • 24� N I I ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker wIgt COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY • . _' .ENTRY- . _ . ,.n r _ I c, } . ;. - io w - BATH ;3B , W `. PERMIT SET • p _ in / EXHAUST • • • W o STATUS �. 4110 .., ., .• .. .. _ � I I EXHAUST WALT.VENT ' 03.29.2018 '4 I U I'LI 1 i I I . I DATE • CENTER 1 I MOISTURE RESISTANT 17052 i 1 :z- OVER I 1 i GYPSUM PROJECT NUMBER VANITY I 1 I EQ EQ EQ EQ _ ,� ,_ ,- " • r, " • _ .-e ,� .; ., 10 10 2 6 114 5 4314 3 5112 10 8 114 / ., •, 10(05 0UNIT 2 BED - II - TYPE B - RCP UNIT 2 BED - II - TYPE B 02018OTAK,INC. If this drawing is not 24"x 38",It has been SCALE: 1/4"= 1'-0" • SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. • GENERAL NOTES - UNITS • A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS 01 01 04 LEGEND SEE COVER SHEET. Otak Ar. I .CtS, Inc. 02 02 ® 10 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW hird Av: ue, Suite 300 - - SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portl- d, OR 97204 , - '�`� SHEETS. ^► 08 ,-� / `� s' �� / �`\ main .03.287.6825 /-X, , 0 0, - .otak.com - . \ -p -�__ _� - 09 �., ��� \ > D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE \\ ,' �\ � \ ' _ D8 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. C 05 � / \,I] IL/ \\\� 11/ \\\,I V/ 09 ) E. SEE 1IAX-8.12 & 2/AX-8.12 FOR NON-RATED WALL .>�',1 Q8 INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 72t3 I I FLOORS. It BLOCKING-NP DS i i Q9 � BRIAN R.FL NER q F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS AND I ~1111111 OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE ~ • co r~ I I4 d • - - T - ]� r--- SHOWER , - - - - 'I n n I ,� m / _ _ _ !i I� I� ,� / / °�° FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS `aRTI-AN S OR CONTROLS I _J I ( • C- C5 WOO - -' (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON ` ' OF 0 °o° ABOVE FINISHED FLOOR. WALLS SHALL BE ED BETWEEN 15"AND 48" O �'.� �`\� ll \\ p .. 3129/2018 \ F- ,, .. i- G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP I .ss 7 DW RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST / CONTROL AT GROUND FLOOR UNITS. L ----) 1 . \\ - -- -- --J / H. SEE DETAILS 9/AX-8.11 & 101AX-8.11 FOR INFORMATION f\--- -1, '. ---� '� I I I REGARDING OUTLET BOX PLACEMENT AND DETAILS --ais* / 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS T-'-�- �- 60" 35" 1. 30"MIN if, 12" 1'-11 112" 1'-4" J30" I. 30" f, 30" 30"MIN 24" 15" FOR ONE HOUR RATED WALLS. VERIFY W/MFR `' "I REMOVABLE �' 18"MIN VERIFY W/MFR REMOVABLE �f VERIFY W/MFR REMOVABLE ERIFY WI MF I. SEE 5IAX-8.14 FOR TYPICAL INTERIOR WOOD DOOR CABG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION, LLC *SEE 17IAX-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 I DRYER REQUIREMENTS. 3A 3B 4A CONSULTANT INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES SCALE: 112"= 1'-Q" SCALE: 112"= 1'-0" AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 C--) INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 4. LIGHT FIXTURE CENTERED OVER MIRROR 5. TOILET PAPER DISPENSER @ 18"-24"AFF W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING -II 5' 0" ,1'-8" B'-0" �� , 9`-9" .� �, 32'- 10 3/4" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING -i. 22'-2112" 10'-8114" . GUARDRAIL 8. REMOVABLE CABINET, CONTINUE FLOORING �/ I I • -8.0 Cie OVERBUILD SLOPE SLOPE --� UNDER CABINET. SEE 2/AX-8.11 _,,.,,.. r 1 .._.. _ ��"-'""'� • ,r 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 I I , ,- •r, - BEHIND APPLIANCE am W t • 1 I I ;f1 I 10. RANGE EXHAUST HOOD <ICct DECK �' DECK Wi71.. i a b' ' AT S 1 '`,� I uo 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" - ' • _ F _ 5 I I J MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO N , ' • - ,�' . '• OTHER UNITS Z I. i .r DINING LIVING fir. r�i ,4 M 12, MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" J = N N T MAXIMUM AFF. OFCI DINING ,., - ' . . _ , _, ,. ..BEDROOM 2 s6 �� , ; LIVING . , - _ ,' •- Q - . - - - _ •- 13. WASHER I DRYER IL d BEDROOM 2 W 3' 3 1/2" 14. PAPER TOWEL DISPENSER O o ' r15. SOAP DISPENSER W 1 I rn 16. SEAT COVER DISPENSER 1` \`9 z r CD KITCHEN 4A ----- � r 17 TOILET PAPER DISPENSER 1--- �"'" - -EQ EQ.• .• J<u , _ '_r• • • _ ' d iI i i iiII \[ W r O � .- TITLE•• i ' rALu ' i I • I� - ;t KITCHEN . . , _ . _ V o0 i i I I i IF , 6 -4c� # DATE 03 DESCRIPTION4 I I I ID � * UNIT LEGENDo Ti -QREF °D CL4 - z SMOKE DETECTOR- -- - ,L • • • • •.-L2.,....:.....-' .T • i 1---1 • o 0---T 0 ---- II N r f j _• • -. :•-\. '1 • El3�`w - ` i v CEILING SURFACE MOUNTED LIGHT C 39/\ FIXTURE-*r A// IRBRI j y Ci WIRE o MOISTURE RESISTANT i I SHELF BEDROOM =. • . - GYPSUM I i _ *r, i B-LI • WALL MOUNTED LIGHT FIXTURE i 1 C5 I I i ', 5 ��_ .., - _ j - oT-! . .. I .. X4:1:3 2 ' MR GYP ON . r U J T __ �J ENTRY `� i J AX-5.1: 3� s DASHED SIDE REVISIONS ENTRY _ii ua I i I' �� MOISTURE GYP BOARD F : BEDROOM 1 .: -•BATH---3B-H I W • , a v U W 11J U I `0 ime 1 , •Y '- O • ELECTRICAL PANEL SEE 141AX-8.11 Author Checker e • • __ '_ ti • • : ' .... I I I COORDINATE WITH ELECTRICAL DRAWINGS BRAWN BY CHECK BY • 01-26A PERMIT SET 171 . „ V I. EXHAUST i v STATUS CENITER =o ' I EXHAUST-WALL VENT OVER i 03.29.2018 VANITY DATE I MOISTURE RESISTANT EQ EQ EQ EQ _._.....----.__ I GYPSUM 17052 e Jr •' �, 10'- 10" �2'-6 114" 5'-4 3I4" 3'-5 112" 10'-8 1/4" PROJECT NUMBER .; • . ., . UNIT 2 BED - II - TYPE A - RCP UNIT 2 BED - II - TYPE A AX-5 , ,i, SCALE: 1/4"= 1'-0" SCALE: 114"= 1'-0" ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. 01 0 1 )-' 04 GENERAL NOTES - UNITS 02 02 I +r Cotak .i' A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ® ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS } Inc./ / LEGEND SEE COVER SHEET. Otak ectS, I BLOCKING -TYP I i C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third enue, Suite 300 C Q5 � SHEET VERTICAL AND HORIZONTAL ASSEMBLIES P land, OR 97204 O SHEETS: m in 503,287.6825 08 i 15 314" 15 314" R 11 v www.otak_com r` 09 r - - - - -`� '_ _ I r 1 I_ „I1 .. [ �` D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE SHOWER I E I , I I AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. r CONTROLS r E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL ` ' r I - O INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR . 3721 +' 1 `\\ FLOORS. BRIAN R.FLEIx�IR 4 N. F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND • L J , I iNiI OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE VIAND,OR i FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS '. -- (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON 19 1/2" 21 112" WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" Off' O J, jt, ABOVE FINISHED FLOOR. 3/2912018 60" J'-; / 35" 411' 30" 12" VERIFY W/MFR VERIFY W/MFR f 'r G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 4A 4B CONTROL AT GROUND FLOOR UNITS. INTERIOR ELEVATIONS BATHROOM (OPT A PER 1004. 11 .3. 1 ) H. REGARDING OUTLET BOX FOR INFORMATION -� REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS I 1 SCALE: 1/2" = 1'-0" FOR ONE HOUR RATED WALLS. "` -1-1-if---Ln-J1--L, I. SEE 5IAX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT 10 / \ ,. K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. , / \ . ~� L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES O DO _ _ ` AT ALL FLOORS. . / ! ,!� �� �� �� M. ALL FAUCETS TO HAVE LEVER HANDLES. \'A .'/ \\\� ��/ / N. WATER HEATERS TO BE STRAPPED TO " +r WALL SEE 6/AX-8.13 11 O - a co I o0 _ o of o INTERIOR ELEVATION KEYNOTES M I .. 1. SHOWER CURTAIN ROD 430" L 30" L 30" 30" 24" L 15" L VERIFY W/MFR '' '' VERIFY W/MFR 'VERIFY W/MFF ` '' 2. TUB/SHOWER ENCLOSURE 3. BFUTURE GRAB BARS REQUIREDLOCKING ATINWALL GROUNDFOR FLOOR UNITS ONLY. SEE 3A 1/AX-8.11 0 INTERIOR ELEVATION KITCHEN 4. LIGHT FIXTURE CENTERED OVER MIRROR Z SCALE: 1/2"= 1'-0° Z 5. TOILET PAPER DISPENSER @ 1$"-24"AFF LLII 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 2 43 -5 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 4'-6" 1'-8" 7/ 6'-7" ., 20'-5 112" iAft ll-- 22'-3 1/4" 10'-5 1/2" r 10'-8 1/4" 8. REMOVABLE CABINET, CONTINUE FLOORING Ce r UNDER CABINET. SEE 21AX-8.11 GUARDRAIL WHERE I 0 OVERBUILD SLOPE IT OCCURS 9• BASE AND WALL AND FLOOR FINISH CONTINUED < ❑ BEHIND APPLIANCE a ° 1 r 3 �- r -ti- LL FP' �I I� v • • 10. RANGE EXHAUST HOOD < LIJC 1. , ,. .- .. ,. ,' --______--.-_._.___.�...______________--_______- ------------,-----.___.... ...------------- OPE --� 4 _ I 9 1 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" � N - MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF-AT ALL DECK -8 w DECK OTHER UNITS Z ' A ., I AT LEVELS - 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" Liu J = CV • ` - cn 2-4 MAXIMUM AFF. OFCI r ._,... ,,,_„,: 4 _. . .. �� _ - � :� :� __ 14 % 13. WASHER/DRYER {n Z .-,( . _ _ , . . DINING LIVING ROOM © � .... • • Ems = w _ f EQ EQ EQ' • 4 _ U 8 0 /��-� `-' 24 m 14. PAPER TOWEL DISPENSER h ❑ DINING , . : LIVING ROOM ,, - . : a i.: 1ra. SOAP DISPENSER LLI _ N BEDROOM 2 BEDROOM 3 ~ r; r 16- SEAT COVER DISPENSER 0 (,7 Z asl 3'-3314" L 6 rn 17. TOILET PAPER DISPENSER - . Yi 4 ,- -, _ TITLE • • • • = _ _ , : _ KITCHEN �N-.�___..-.___.._--- BEDROOM 2 : r r = = i-�= AX-5.1T 6'-2" 5'-9 112" # DATE DESCRIPTION � _ , ' - •• .a -DEQ. EQ,� BEDROOM 3 u1 I �. - r UNIT LEGEND , �tl I I I I W 2' 10" ' ' r -�, • , � ' • - • •'t . _, , . I I I i._ I 1 i 3A I.---'---•-----POF.c. W I � • N bKITCHEN,' - - t _ . _ r s a SMOKE DETECTOR ► ----- C ' - , •- , - - REF D r � I 6 I � iv I ----- - - u7 .ai CiliQ WIRE SHELF CEILING SURFACE MOUNTED LIGHT ~f:� T __ .. WIRE SHELF a ♦ �, .r _-"---- -c% - '• ' FIXTURE '� : ; ``' � ''�' "' •'I• /y _ CLOSET - ., - •- - - - • - _ :y • . - s - - __3*- MOISTURE 26B V r. cDz' � WALL-MOUNTED LIGHT FIXTURE ENTRY it= RESISTANT / . 2 I I v • , : ' ; v GYPSUM r. ENTRY W BEDROOM 1 - • _ -MY. +1 Q Q { EQ ��{j • VLOSET w - g Fq BR rg CL1 co ce) MR GYP ON REVISIONS " K_ L DASHED SIDE •� . �' �`� N , ,------- -- ----- ---- -S - I .� r r MOISTURE GYP BOARD - , _ - �r T BEDROOM 1 L, , �-� r , r. • L • d b w ; u� AX-5.1 `' ,-_- -----.77 AX-5.1 • . BATH 1 BATH 2 w w 24Author Checker • LUI, �, E ELECTRICAL PANEL SEE 14/AX-8.11 • • E WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY • • COORDINATE t3 - _ - _ -- _sv 0; BATH 2 - TH T i en •' T - - _ _ EXHAUST E ° STATUS , • r 3 r - J J 0I 3 I I EXHAUST-WALL VENT - I ao-o I I • r� }'!`(. . r t 1 Y 1 t 1 I -� 13 wr.; r � 03.29.2018 I CENTER CENTER r DATE OVER , EQ . EQ OVER _,* EQ ,, EQ ,r 17052 VAIIlITY `' VANITY � MOISTURE RESISTANT PROJECT NUMBER • EQ L EQ ,� EQ LL EQ EQ EQ _-- - - GYPSUM 10'- 10" �2'-6 114" , 5'-5 112" 3'- 11" 10'-5 1/2" 10'-2 3/4" r c, MI=5 17 ■ UNIT 3 BED �- TYPE B - RCP UNIT 3 BED �- TY P E B ©20' OTAK,INC. 19if this drawing is not 24"x 36"it has been SCALE: 114"= 1`-0" SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. /� Q4 ) GENERAL NOTES - UNITS Otak . 01 04 ) 01 C��l 01 / 02 �y I 02 A. ROUGH OPENING UNLESS OTHERWISE NOTED.ALL DIMENSIONS ARE TO FACE OF STUD NEDGE OF 02 2 I . i f ...4111110-.tria lik B. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOLS 1 12 ) ® LEGEND SEE COVER SHEET. Otak A • ch ects, Inc. f 12 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third • enue, Suite 300 f SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po and, OR 97204 /�--� 11 I I / BLOCKING-TYP - / , i SHEETS. m in 503.287.6825 BLOCKING -TYP I I I I www.otak,com I 1 I .-( 08 Q O 11 I I ,--( 05 ) D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE I E U U AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. - , : r ,_.� I 1 ,� _ _ _ _ _ 09 / 05 7 n_ r - , r E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL L L _ - ...'y - - `� SHOWER .=., - - - - - - gili El ` q I I INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR Ir ■wrlwr�■E CONTROLS ! ! 05 �►�! I ' r 1 ' SHOWER FLOORS. �j - I_ __ _ _ ._ _ 1 = CONTROLS BRIAN R.fli~ N A OS u d u . '- - , I F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND ' F-: \' OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE .,..� , L f FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS VIAND,OR ,_ (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON J 1111 J I. „ WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" QF . . ABOVE FINISHED FLOOR.• 3129/2018 �• _.t 25 1/2" 16" ,• J, 21 112" 20 112" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 60" i' -ats 34" 12" 30" 41 1/2c 1, jr_ l'- . RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 60" 12" 30" l'' 42 I. 35 CONTROL AT GROUND FLOOR UNITS. VERIFY W/MFR VERIFY W/MFR REMOVABLE VERIFY W/MFR REMOVABLE VERIFY WI MFR 4A 4B 5A 5B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS ill l_ FOR HOUR RATED WALLS.PLUMBING PENETRATIONS lT T�- INTERIOR ELEVATIONS BATHROOM 1 (ACCESSIBLE PER 1003. 11 .2) INTERIOR ELEVATIONS BATHROOM 2 DBG PROPERTIES I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR SCALE: 112"= 1-0" SCALE: 1/2"= 1'-0" FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. 10 .1 L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES ��, f�,.�\ _ I �'w.� • •. AT ALL FLOORS. p M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO �\ �, WALL SEE 6/AX-8.13 .k ON O H O 8 �•.� i 09 tp , , �'�. J J `N ,� X o n INTERIOR ELEVATION KEYNOTES ' DW -- 1. SHOWER CURTAIN ROD 1 I - _ _ I �� 2. TUB/SHOWER ENCLOSURE 30" L 30" L 30" I30" L 24" L 15" L- VERIFY W/MFR '' REMOVABLE ' VERIFY W/MFR '' REMOVABLE 'VERIFY WI MF 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 U) 3A 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ mil 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z INTERIOR ELEVATION KITCHEN W _ 1 SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING • 43'-4114" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING WI A- Imim iL 4'-6" , 1'-8" 6'- 1" 20'-5 1/2" 22'-21/2" +� , �;0- 10'-5 3/8" .p 10'-8 3/8" 8. REMOVABLE CABINET, CONTINUE FLOORING Ce UNDER CABINET. SEE 2/AX-8.11 w� OVERBUILD SLOPE ./ GUARDRAIL 9. BASE AND WALL AND FLOOR FINISH CONTINUED < 0 ! I • -8.0 ' BEHIND APPLIANCE M W i �,� 1 SLOPE -.-7..._-____, Ce . r ., ! �I r Ai. 7 -1 I I I 10. RANGE EXHAUST HOOD < W ! , 1I 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" r r r , CO1 1 I MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N • • • •- , • .,- ' :•' ,• • . • '. DECK # -8.1 ; a DECK OTHER UNITS Q = c*1 o i '1 I AT SILL - mi. = N I 1 : ' I I 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" N CO _ _ I I '' '� MAXIMUM AFF. OFCIal N- CD - . - _ , , , - . _ ia,` ` 13. WASHER/DRYER Ill�rr I� • sILL O : . - , - 5'-0"' S -0 ,� -0112• . _ DINING LIVING ROOM 14. PAPER TOWEL DISPENSER �.. - = _ • •;; ; ; _ _ i� ill I BEDROOM 2 BEDROOM 3 15. SOAP DISPENSER W N. LOLL' DINING• - LIVING ROOM. „ . F �, a ,) ~ .- „ _____, . , , , -, - • ! w 16. SEAT COVER DISPENSER = fes- 6 z E( .: EQ DISPENSER ' I v ,' 17. TOILET PAPERFM. N- I'"- r r - i d , . y `► r-r= �� "1-"1-;"; AX-5.18 i •� - 2 i 24 4 TITLE I 1 N w i ;+ UNIT LEGEND # DATE DESCRIPTION • BED OOM 2 ,a ' ' _ , I I 3A; L__ _ _..--- FOF , + R BEDROOM 3 N r' Li7k7 ; to REF in D SMOKE DETECTOR i r - . , • 1, , ,..„-, - . , . t_tv co '�- r - �• : • - / 6 �-- 1. . _ _- -1 ;----___- - - _ _ ' SURFACE MOUNTED LIGHT CEILING • Q BR v z i ; , i ; a ' i ; CL8 FIXTURE - - "�• F ., MOISTURE i y., _ : 1 I ' I -, - "+' �' RESISTANT _. � i ALIGN ¢ M i 26 i I ' i I i _ Ln 1 r WALL-MOUNTED LIGHT FIXTURE , . ,. . •.. .,. , ,_ Nth / I I ill I BEDROOM 1 , GYPSUM _ _ ___ _ 1 WIRE SHELF s. 9.1x2 ., . . a 901 � • - • q .t- FiNt ._ ENTRY w _. i::::":1-7--3:-B-A-TH 1�GYp oNREVISIONS . ' • • V .• • • f r7. ; 1 MR SIDE MOISTURE GYP BOARD ENTRY BATH 1 BATH 2 N ,� BATH 2 � ,••- - r i � � ''• _.._./.__A .CE�fiiMLl="IBAT■ { •I --- - -`- BEDROOM ' E D M 1 ,� m 2a ; i o0 11 2, .EQ L EQ � .- 1 v} ;� • _ ,•_ _ v 5A AX-5.18 i �� s AX-5 I A ELECTRICAL PANEL SEE 141AX-8.11 CK,TF Checker •' • ' . • - • . - • = _ �--�'_ a_ - v' -Ct El r_.._�__.__. _, _ ._. _�� _ -- m COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY • • I _ - �, 410- $B - - --t,-_,,_____46' ® EXHAUST PERMIT SET m r - STATUS U ... .. ® WALL VENT I I - -- �j / Ir9i 0 I �i 1 I EXHAUST- F ', 1 ) F' s _ A. 1 � a t I 03.29.2018 � Ni ( I DATE 14- CENTER CENTER i o EQ EQ OVER ! OVER 1 ' I I h' `I VANITY VANITY i I MOISTURE RESISTANT PROJECT NUMBER EQ EQ '-5112", 2'-9" 3it_ '-6" 3'_6112" .fir 3'-6" 3'-61/2" ' GYPSUM -'r 10' 10" i4,2' -61/4^ 5' 51/2 , 3'-43/4 ,, 10' 51/2 10' 8 1/4" C. Aki 5 • 1 8 • UNIT 3 BED - TYPE A UNIT 3 BED •- TYPE A °2018OTAK, INC. If this drawing is not 24"x 36",it has been SCALE: 1/4"= 1'-0" A SCALE: 1/4"= 1'-0" reduced/entarged. Scale accordingly. � WRB WRAP OVER otak SAM AND MTL FLASHING FIBER CEMENT SIDING 1 V I' SEE ELEVATIONS _...iiiiiisoll kik ,, :IS SAM WRAP OVER Otak A, 1 -cts, Inc. SEE PLAN �� FLASHING �� \~, METAL FLASHING ,-- ;I 1 WITH DRIP EDGE 81: + hird A nue, Suite 300 UNIT i[ Port :nd, OR 97204� �� METAL BASE ma 5Q3.287.6825 INTERIOR ,.•-=-- i ';. FLASHING ,rvwuv.otak.com a•- . ' . -. "-7;1 r 1 SEE SECTION --I 1 . -� NOTE: NO 1 BALCONY AT SIM PRE-MFR TRUSS SEE I. a d� l STRUCTURAL '- 3 � . r�� �\ RIGID INSULATION ; RAIN SCREEN FURRING- 72t� BEHIND HEADER DO NOT PLACE OVER 1 I EXTERIOR WINDOW FLANGE BRIAN R.FLEENER Ci 1 I • 1 HEADER SEE FIBER CEMENT SIDING, - I ,1 - STRUCTURAL / SEE ELEVATIONS FIBER CEMENT • 1 i '+ I' RTLAI+ID,U13 ----_1 RAINSCREEN FURRING � • SIDING • ---..._i__ , i HEADER, SEE ', I .' '/. r 1 RIGID INSULATION OF O -';111-1"�.... STRUCTURAL f LAP SAM OVER METAL / LAP SAM 11 A BEHIND HEADER ' _ 1 FLASHING �- i FLASHING OVER 4__ NAILING FLANGE 3/29/2018 �_ - . -- LAP WEATHER BARRIER LAP WRB OVER i z f-,._. . OVER SAM AND MTL i SAM AND MTL STAMP 14_ tii T I FLASHING N INTERIOR , cd ' FLASHING ---t----,-. ' fir,, -� I I{ EXTERIOR i� END DAM -!-I 1' - �� VF INSECT SCREEN WI (\- SHEATHING ■ SEI= i ; END DAM BEYOND, 8" SUBSTRATE I IIIPLAN H . 1 �.-. INTERLOCK W/JAMB '-'� 1/2"AIR SPACE MIN 1-1- i -1-- \ � EXTEND TO 112" SAM WRAP OVER �,r- FLASHING AT BOT OF RAIN -- '-J��1 EXTEND FLEXIBLE SILL ...- .... . . . FLASHING ' • 'E / „ FLASHING PROFILE SCREEN, DO NOT FLASHING HORIZ TO / BELOW TOP OF HEAD FLASHING TO ° ° ' INSECT SCREEN WI 1/2"AIR f IDBC; PROPERTIES -" r ; SPACE MIN AT BOT OF FILL GAPS WITH � ii .1(- CAULK PROJECT BEYOND INSTALLED LATER �" WRB WRAP OVER SAM a 4'' RAIN SCREEN, DO NOT EXPANDING '�, i_ END DAM BEYOND, LLC VERT JAMB FLASHING �, ` I AND MTL FLASHING .11i . I INTERLOCK W/ CAULK FOAM SEALANT APPLIED LATER JAMB FLASHING AT 1 - i--- METAL HEAD FLASHING JAMB FLASHING 'c-/"-1 ("Pi94. SET IN SEALANT WITH APPLY SILL FLASHING BOTH SIDES OF METAL HEAD FLASHINGEND DAMS SET ONTOHORIZ BELOW THE SILL. OPEN#NG. EXTEND SEE SECTION nSET IN SEALANT WITH SEALANT BEDDING JOINT WRAP 518"GYP BD METAL HEAD FLASHING CONSULTANT FASTEN THE TOP EDGE BEYOND SILL FLASHING ' 1 END DAMS SET ONTO SET IN SEALANT WITH OF THE SILL FLASHING AND ABOVE WHERE SEALANT BEDDING JOINT HOLLOW METAL 1 END DAMS SET ONTO • V DOOR AND FRAME END DAM t V SEALANTBEDDING JOINT • UNIT SEALANT ALL TO THE FRAME. BUT DO WATER DAM HEAD FLASHING WILL _ VINYL NAIL NOT FASTEN THE INTERSECT. LAP JAMB INTERIOR FLANGE WINDOW FLASHING PROFILE AROUND WINDOW LOWER EDGE SO THE FLASHING OVER TOP n VINYL"NAIL FIN" WEATHER RESISTANT % FLEXIBLE FLASHING AT OF SILL FLASHING FIRE SEALANT NOTE: PROVIDE NOTE: PROVIDE r 1 , I WINDOW BARRIER APPLIED SILL, LAP OVER LEAVE BOTTOME EDGE WEATHER WEATHER I/ FIRE SEALANT LATER MAY BE SLIPPED WEATHER RESISTIVE UNATTACHED. WRAP AS PER WRAP AS PER UP AND UNDERNEATH -� BARRIER&WATER �• � � 17/A8.01 171A8.O1 THE FLASHING INA - - . 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FLANGE WINDOW FIRE SEALANT 15 WINDOW HEAD AT CORRIDOR 11 WINDOW HEAD AT BALCONY TRUSS 7 WALL AT BALCONY - WD 3 WINDOW HEAD AT BALCONY - WD ' _8.0, SCALE: 3"= 1'-0" ' -8.0- SCALE: 3"= 1-0" A -8.0, SCALE: 3"= 1-0" _8.0, SCALE: 3"= 1-0" LAP WEATHER BARRIER OVER SAM AND MTL FLASHING `A., LAP SAM FLASHING _ z EXTERIOR 1 x MDF SILL, PAINTED OVER METAL JAMB STUDS, SEE FLASHING 'fi STRUCTURAL SEE PLAN INSECT SCREEN W/ f I 1X MDF TRIM 114"AIR SPACE MIN J1 _a*._. -ar FIBER CEMENT SIDING BOT OF RAIN �r '` COC+) ez FIBER CEMENT SIDING ) Film SCREEN �� i I - 1 i i RAINSCREEN FURRING , METAL FLASHING W/ \-- HEMMED EDGE HEADER, SEE ., V\ HEADER, SEE _ / DRIP EDGE SET IN �� STRUCTURAL : /� RAINSCREEN FURRING STRUCTURAL ( LAP SAM OVER METAL : )1,pit C./.) SEALANT, PROVIDE END II LAP WRB OVER SAM AND ;, FLASHING SEALANT ALL DAMS _ �11 FLASHING PROFILE MTL FLASHING 1 1 fjc---- AROUND �IIi • LAP WRB OVER SAM WINDOW w 0 UNIT ' AND MTL FLASHING FIXTURE, RAIL _ �� LAP SAM OVER METAL • . 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STARTER TRIP INTERIOR EXTERIOR ..:,`.�� . ./. ..r:,� -� 17052 CENTERED ON JOINTUNIT WEATHER RESISTIVE ---,� PROJECT NUMBER BARRIER TUCKED UNDER SEE PLANS • UNIT 5/8" FIBERGLASS MATT GYP BRD METAL FLASHING WITH MTL FLASHING --- !r • INTERIOR AND FLEXIBLE FLASHING WRB DRIP EDGE I \/ /- FIBER CEMENT SOFFIT BOARD SAM FLASHING WRAP CORNER,4"EA SIDE Ax...8 i 0 3 13 FIBER CEMENT THROUGH WALL FLASHING 9 FLOOR AT EXTERIOR WALL 5 BALCONY CORNER (PLAN) 1 FIBER CEMENT SOFFIT EDGE ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been A -8.0 . SCALE: 3"= 1'-O" ' -8.0 SCALE: 1 1/2"= 1'-0" A _8.0 SCALE: 3"= 1'-0" ' -8.0 SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. ......mille.1.--41101 IL,. Otak * ' • ects, Inc. 80: Third ' enue, Suite 300 P. •land, OR 97204 m -in 503.287.6825 www.otak.com • 4" +` .. ' d 1 .r- -�.0 37 1 —yr— . BRIAN R.FLEENER4 I GUARDRAIL BASEPLATE EPDXY o • f ANCHOR INTO SLAB I#IRTEAI ,OR I 3/2912018 1% MIN SLOPE •-•••-•.1- - STAMP .d 4 �• - " 'a SLOPED CONCRETE ..•;• ' '° WALL CAP • _ • a•, cn e. CC � � .r' ��n `' ' EXPANSION, , • `1 �- 1I. . ii ..4••• '4; JOINT UA `--1 L . . � 4:; # , ; � _, .4 _ • DBG PROPERTIEScevi5��:a-o...aid.��- `r jr - A LLC -I -- 1--I i :.; , • n i CMU PLANTER WALL I . -; I 1 _-- ,` : CONSULTANT ;:.... _ = I 1-_---1 - __ -1i - 1-l DRAINAGE ROCK WHERE OCCURS BALCONY SLAB ON GRADE PER STRUCTURAL 3 PATIO EDGE AT PLANTER —8.0• SCALE: 1 1/2"= 1'-0" 41111) INTERIOR n EXTERIOR SEE PLAN I i 1j ; SIDING SEE ELEVATIONS 1 IAP WRB OVER PREFINISHED METAL 2X PT SILL PLATE, FLASHING SET IN SEALANT �j STRIP VENT W/INSECT CONC. SLAB, SEE Il .- SCREEN STRUCTURAL - . SAM AT WALL BASE CO VAPOR BARRIER i� OVER SHEATHING Z - / EXPANSION JOINT MATERIAL GRANULAR FILL, SEE 2.1 Z O GEOTECH REPORT - ' 1+1U / SIDEWALK, SEE CIVIL , .4 • 1.4 .•• •:•••• -• 2 < ci ,.., .......„,„„ e , . taw, j_• N•-+Ir.i.�l ••..,ht1�•� w�•`A• • 1 �• d w• ■m ,a' - .. gir • !orePitg 1'd`.• �Sll�i .�-l''n iT{1'•t p,•. ls� •.4: - • 1 -I .i € I 1--1 .'-t- M�•• 1141.1• • 1•r-�%i1 • oV ite:titi wl.l� 1 11 -4 1- , ' €-.- FLUID APPLIED WATER it OVERFLOW DRAIN SEE • a11070 sw'• •`.�-R. �yT.�•'��- i •r; .`^4,'..•�- •s - [-1 ! TI �____I PROOFING W/ 0 •1}�'e�. 1•` .11 .i •:^Ii/';�.'•ri7;,y;,i=;ter `; ,',d.• L k CIVIL . !� `. "�. lei +:mow%.+;i'% !.�:.ti. �:��s`:�� ' , • , a • 1�1 1 iLi- -- �:, MECHANICALLY 2 :�- _ II- -_I I I■ .4e' , . '•• } -- . i� i l FASTENED DRAINAGE M--•--. I-- ' ' !,'- - -i MAT, EXTEND AX-8.04 18"X18'X3 DEEP DRAIN , -- 1 1- . I I 1 SIM BACKFILL AT EACH ROOF R-10 RIGID PERIMETER - ,:• 1.;-' 1 , ,, '-1 -1 , ,_-._.I ,. _ • rl>_.. I 1-_ WATERPROOFING 6"ON I� INSULATION ?� "'" DRAIN LOCATIONS -I I 1-----1 1--;-• --4 144.1_-, - I--- I 1 SHEATHING TO TOE OF a w FOOTING 4 _ PONDING DEPTH I 3 i „-1 - I■ :'b �.• '{�}.,a;�,., :-�, i _ Q __I I 1 1.._ ---- 11.-•--1 7 _ �,.�..ti_ ; ;•4., ,.4 . I 1-_. PERFORATED DRAIN PIPE N 3"S.O.G. BETWEEN FOOTING WRAPPED IN FILTER Z Enn AND PLANTER WALL a v L— — I = Y A•; , .. - • :�: r ';, .• Q 1-i-•,-- FABRIC, CONNECT TO M W al SLOPED CONCRETEI---I M i °``• •� • STORM WATER SYSTEM, _1 , WALL.CAP - I 1—1 - i= • epi , N EXPANSION JOINT •' 4 ,1 •I i - ••,•`; •• ••• ' • '1 V N 0 i `� co _I I -_I I 4" . SEE CML (3 • 2. Ce co CMU PLANTER CONTINUOUS RIGID • • . ^_ _ -'-d. SEE STRUCTURAL LL - I ___III '., yf1* ' ,x I `.. ..,�.,, FOOTING INSULATION ' 1 r 1.�Tr O I - e � 1 ' i-_-1 --i - �". :101F ;-::; ' ;- i • --_ _ _ - V LIJ U SIDEWALK SEE CIVIL 2 EXTERIOR - FOUNDATION AT SIDEWALK W '-'-' -I -- I a y ■i{�'y ,�w j�iwf I - 1 c 4 -s.1 • SCALE: 1 112"= 1'-0" ~ �_ I € j ti... �.� !s=��J • •h -fit (`n 1 r CO- i - _ d• �I ' 1, y 14.a1r•`:- �.1 ` T. 1_ F•-• I ___.._ 1.-._._.-.1 __..... E - 1 1 2 I7. 'I i 1 E .�rii.•�!ii���!i1'.•4ri • jb€ I--- -- I _- I 1 Q �- I� _ I - - - i i - I I I_I- I- I 1 I_I .a _ 2X PT SILL PLATE, cD, TITLE _��_ :,,a 1-- •, I -- ( I , ! I — t -- i- _€ ' j WATER QUALITY _ _ -€ SET 1N SEALANT INTERIOR EXTERIOR -1 = I — i � --I Ii - 1 1 ' I I - I 1- 1I 1 I -� �� e 1-I I- �• ' ., '•.• doti--P. n SIDING SEE ELEVATIONS # DATE DESCRIPTION _ € : I I - I - i ,. .tett .,,u�! , . I MIXTURE SEE CIVIL V 1 1 I- -- --- du I _�I = I--I i— ! ;-- I 1 - - '`'�1-d _ K �I�':i lv SEE STRUCTURAL H LAP WRB OVER . .r.� 1_ SEE PLANEl---. 1 1- 1 ! , : ,▪ c k -- I— 1 I 1-_ ,---111. ; -Q I 1-1 — , ,—I i I , a -„• •- = PREFINISHED METAL ; 1 - :� . • 1 ., -, i . -- I I ;t i - 30 MIL IMPERMEABLE -- : _ -1--1 I — I .. r I_ € =1 --- I 1 I _ -1 I 1.___- N- I-__ 1 CONC, SLAB, SEE ' -----1 _ FLASHING I - - 1 1----I # .: . , •• I 1 ` ! - J I--� 1 I € - I 1 I LINER STRUCTURAL STRIP VENT, WITH INSECT I i - , 1-1 t '- k --� 1 I- 1 I— i i ISI LT1T i - I - --I I I f- _ 1 VAPORBARRIER 1 _.-I I-I :: 11 _ I I E� 1---: .'- ; __ DRAIBACKFLL I _ 1 `` =1 1—I I I I = I =I —€ _-€ € c- € s-- ; ; :i 1 - •, SAMF AT WALL BASE OVER I i I --- 1 [ �_--I j- I-_- _ 1 I :- - I - I :� - I -_._I I '_ _I i---! 1i , I ' SHEATHING 1 ! 1- r --- I- I- GRANULAR FILL, - ! 1::::-- • -1 1--11 - .- w -1 1 I 314"—1-112"WASHI=D _ • ("� i 1 mm I ! — Al''�" 1_ - 1 ; _-1 ! SEE GEOTECH -1 -- 1 =`,..* : I - 1 ?.(4.141.0.1,40.4,I •1 • 1'._..,r,.. „.,, T w�1 :i�1';��t- ;w�1 ��1,;��1.�.1.;�sy _1 I i -- L_ _ DRAIN ROCK REPORT PREFINISHED METAL 1 ,. . � • w : �• r,�•� Y•!r4:sy, '�r*"!r;2'rr�..�_r%►�'.�• ..�ri}+$ ! _ I FLASHING iI i s i . . ?'� 7� X_: 1te _ _ I' 1 ! 1-- I j__µI 1 • . i -I i — r- Lpf�iJ/ a_ ' • AT� �fV'N I. 1.—I ` i-.--1 1 1---. 11- L • 7.:_, GRADE, SEE CIVIL f1:: fP :,,, yDRAW ROCK III I_ • l I , I / I I I I TO STORM LINE -- : _ • `• • .•�..• : �_ FLUID APPLIED WATER REVISIONS BUILDING FOOTING C I I �IiI I - ♦ jili • Al 1.••••4-41,... 1 1� �..•14y..-1 .44:4••€ �� ,a . ZO PROOFING W! SEE STRUCTURAL - -- ,'. = �' . is �i I� �� � I I I -E 1 1 1 1 -1 rm+' w r. -` ;. .g.•:rz•m,Nvi.;...-L .' - I- I.., _-i • 6 ,:-.1::.01%,---. :I -{ `i-. ry .a - ,• - 1 r---_- �� }I:' t 1« 6,401'444 1�'�ts - �� "Arr. • • . ' ;`.. �.Tr •;•• • •� I m MECHANICALLY • • • • • --- - —I I •'i 0,7,i i - •: • .,^ •' • 4, �• d ' ,• • -•s -xis : - I_ —__i -- 1 _ 7 -r•iiV� a, y01:4� r•� i � ,� ,, I °-• j a FASTENED DRAINAGE a•,r �•. , I 1 1.; w - • 4, MAT EXTEND I ' - .w,f (1 7 1 • • 4.• ,. ., a 1 1 ,-�,' - •:..• .l 'AIV-V-10 . ..•.11 Author Checker • _. V e� .. .. �. i _-1' WATERPROOFING 6 ON € • �� ,4-r,.r -.� �.MOW/6- € 1 t FOOTING DRAIN PER -i - • �� , --1 a�' '� p. - - - - - ..- . ts•R'�s:!'-04- 1- .Iii. .. P.•...r 4%. --_ •- , PLUMBING • ; -_ -r.' S: ' I • ' I 1 --• ' " ' -_ � I • , , . - - -- I- i , i I _ 7•: •s`!:�"1 i- !- SHEATHING TO TOE OF DRAWN BY CHECK BY +_, d_\��li •' i i 1 - - I i 1 I 1 - I I• —i —I _-1 I 1 I f I_ ___.1 ; --- 1 ;____I 1______ .'. a -°•a .r....1 -- - FOOTING :IP 1../P• : , I __ I_ _ _1 I I ! 1 3 1 I ;._._.- ...; ; I i �� a; I- PERMIT SET i 1,- a: •.1�P +.1r • ��-� I 1 I E I I 1 —i _ I I- I I i --1 -- -' - ---- 1- I i �i. _ ! I 1 --7. i-: d -1 -- .. �.�� ►,1 _. ; € III 1 i-- - -� J -_ _ . - I .;'• i- STATUS ---1 - • '• .- =: r%4'f i i- i ! !--I i 1- -1 i 1-- I I- 1 I . - I �- -i I - I R-10 RIGID PERIMETER-- - t• l ' 1I _ • " • • 1'e- . _ - I _ I INSULA ,•.' 1....{ 1..,.__. I • • • '• 1' _- - -__ _ -1 ___ 1 ___ i _ 1 I I , 1 I TION 1 I- I - - , ,. 1- PERFORATED € — I I III—-- I • • : ` �i7: ��, 1 I I I L..- ! . 032018 ' - I._ •—..-.-..•3 I••-.--- I I—, 1— —I I_I Jj I I I I - ▪ . r. WRAPPEDINFILTER DATE 1 11 - 1 -1 1- i -- 111-I I-- -- I -I ! I11-• -•-I -I I I PLANTERWALLPERCNIL --- - rr �1 . ,---i € ! _ _ �i i 1 I _ �1_- •,'�'tr FABRIC. CONNECT - I I - �� TO STORM WATER 17052 JI 1 �= _1•---1 = I -- I; II--- ITS 1-----__I 1=- I�..I I .--.-.-.i i .--1 _1 ; _ -.•1—_ A . II I I I 1 ' 1-- I € ; I;{ -1 ; 1 _ ,-- j -- -1 CONC PLANTER BOTTOM j I -I ;: _ _1"0w ,..4.5.- 17052 SYSTEM, SEE CIVIL. PROJECT NUMBER I I—III-1 I 1"-1 1 i l I I---I I I. ---I 1 1 -----•I I I--I I---I 1'I I I — 1 -� I - II I I I .— — I —I . f - • . �s_i ! .ill _..-1 1 I 1 I 1--_I I I--- - • _ �. ,•�" - k �•,1 t o 8" PERF. UNDERDRAIN __,LLLt !• I -I I - • w PIPE (BOTTOM HALF NO I_ I -- 1 I ll I `,-•4_ +;• ':' iw i sfi ?'; 8 0 4 HOLES) RUN ENTIRE ' ; •, 1 * ., rev- f� `F. - LENGTH OF PLANTER M 17 STORM WATER PLANTER 1 EXTERIOR - FOUNDATION AT GRADE ©20180TAK,INC. If this drawing is not 24"x 36",it has been —8.0' SCALE: 1 112"= 1'-0'I reduced/en arged. Scale accordingly. T J. ::::;1::::IL ,.--t.‘ I Otak GUARDRAIL SHALL BE ' DESIGNED TO RESIST ... 11110...4411141 lik ,/be OL POUNDS PEROF OF Otak Ar cts, Inc. / LINEAR FOOT MIN. 808 S hint A nue, Suite 300 / / \/ ' Pa and, OR 97204 WELDED EDGEm 503.287.6825 6 www.otak.com • -8.0 a I / in -It • GUARDRAIL, SEE K ' 3721 SLIP RESISTANT FINISH, R1AN R.FLEENER a SEE FINISH SCHEDULE '" PARAPET DECK FRAMING, SEE WALL SEE SECTION 1STRUCTURAL 0RTLAN ,OR 1/4"/12" LAP SAMF OVER SLOPE MAX PREFIN SHED METAL OF 0 SADDLE FLASHING, PLACE FLASHING 3/29/2018 OVER FLEXIBLE FLASHING AT INSIDE CORNER ' i / � / ' STAMP /// AY //` / 1 LAP ;�-• // // // , WEATHER - � RESISTIVE ?:',. ..! ,:,,-,•'j:;:•?-' ' - BARRIER =�°'�.'.�.; \ , OVER METAL I SADDLE . : ' .y' = I • GUARDRAIL SPACER •''141 l �- FLASHING -1,:,:,'-,:-•I-7.9;:e;`2`:,,-:,-.:1;'',•:A I .f :,Ft " i , : = STEEL PLATE, SEE DBG PROPERTIES •,:,:-,:•' `,-,f':.,:. .-",:-.:-:: ,-. "� : • STRUCTURAL LLC ' ' -'y; ..-`' -,1.`_ _ FIBER CEMENT PLANEL SAMF \• ,, :};\ -:..:•:,';'; "2:. ::',-;• :'i..:',:: : BUTT AND SEAL TO SIDE \ + ; _;;' �_1 r -_,r, _ - OF STEEL PLATE, {; ..::.,I I i �. l . ' r - r PAINTED CONSULTANT / • I '. • -� 2x4 NAILING BLOCK ';: -'-:- -'4: t:-, - �� 3=•�:-�•.:• I ! 1 1 , ,_ , : WRB LAP OVER SAM -. - 'Y': 1 -'w 1 FLASHING AND METAL - „-.,-•• I I ;:; ,;•:• / I 1 WRAP SAMF AT CORNER i I SEE T` 1 I I FLASHING : 1 SECTION SEE I , ' ' II PREFINISHED METAL . I 1 • SAM FLASHING LAP OVER / ( _ ' ' ! i FIBER CEMENT p FLASHING PLAN 1 METAL FLASHING 1 I ; I ; I 1, ANEL •I I i FIBER CEMENT SOFFIT --- - EI 1 2"CONTINUOUS' .II • : CONTINUOUS WRB !. � ' a . - , ' :. 4. p. _ i BEHIND CANOPY ' ' 1 LINEAR SOFFIT V SADDLE FLASHING ENT _ BEAM PER / 2�� 1 STRUCTURAL ' 4 -$.0 SCALE: 1 112"= 1'-0" 1 I ! I DROPPED BEAM PER _ h� 1 I 1 STRUCTURAL " - —6 ' 11) VENT BLOCK WI L 1 1 INSECT SCREEN • • " .( WRB 1 I . BOLT CANOPY TO RIM JOIST I METAL FLASHING C. 1 - WITH HEMMED EDGE3'- 11 114" K. 1-112"X 1-112"METAL -.1' '. I 'c:'4:"-- 14 GUAGE POWDER COATED RAIL TOP RAIL I <>. A A I �, STEEL CANOPY t I N T.O. GUARDRAIL , 1 RAILING POST W1 2 BALCONY DETAIL Ilit; BASE PLATE, ATTACH TO FASCIA -� ` -8.0 SCALE: 3"= 1'-0" -- 1 �, 314"X314"METAL / I1 •- RAIL, BALUSTER a _ ` - -� � f f ~ .` \ N . 11 11111 ,. 2"X 2" METAL . r , r ��l - - / `i - -= ��ii��� ��� RAIL F i7a _ = _ = _ W 2'-0"SEE SECTION Ci. o aal) 2IIIIII METAL FLASHING �•_ \ _ _ _ &_. •� `--" �.� WRB 1/4" FIBER CEMENT I li— GUARDRAIL SHALL BE • CEDAR T&G SOFFIT FASCIA, PAINT XX \- OPENING SHALL NOT ALL THE DESIGNED TO RESIST A LINEARce i r PASSAGE OF A 4"DIAMETER SPHERE LOAD OF OF 50 POUNDS PER SEE j JOIST HANGER PER LINEAR FOOT MIN. Q 0 PLAN ,---- STRUCTURAL 6 BALCONY RAILING ELEVATION A, a - CORRUGATED VENT BLOCK Q Lu .••_— WITH INSECT SCREEN _$ O SCALE: 112"= 1'-0" 6 METAL Z FURRING WITH ziit 13 CANOPY AT STAIR WEEPS , '� 8.0 (1) z _$,O SCALE: 3"= 1-0" 2x4 NAILING BLOCK N a = co W SIDING, SEE ELEVS Z CV ❑ WRB GUARDRAIL, SEE W W SAMF BEHIND WRB, WCn • n n LAP OVER MTL 8 O O V ' • V I FLASHING MIN 4" SLIP RESISTANT FINISH, . / a / f i 2x4 NAILING BLOCK _ 1 RAlNSCREEN 114"112" SEE FINISH SCHEDULE ❑ W SEE E� SEE I:� WRB LAP OVER SAM I it i FURRING MAX DI=CK FRAMING SLOPE TO O PLAN • t PLAN �-►ti FLASHING AND METAL 11 INSECT SCREEN SLOPE DRAIN, SEE STRUCTURAL ,; 1 • 1 FLASHING �I i �� LAP SAM OVER PREFINI5HED CD SEE t ,, SEE >(>zI7z" r /1 i MTL FLASHING EDGE SET ; -•a• A- r - I� f- W SECTION ` I I I . SECTION / I ' SAM FLASHING LAP OVER �tl1 - IN SEALANT <� Rf _ METAL FLASHING 1 - 1 METAL FLASHING --� /7 /// //f /// -' �!� I GUARDRAIL SPACER • __..__....... ..... -___..._. ` 1!4"112" WATERPROOF TRAFFIC i : t TITLE -- --- / -- - NOTE: SEE 91AX-8.05 FOR _='-z-_7.-:__-_-,7, 2_. __..-_..-.-...... - I HEADER PER 4 d 1 N MAX COATING SURFACE �- I I 1 ___.,..---.._..__-.-- STRUCTURAL i a # DATE DESCRIPTION TYPICAL DETAILING ABOVE 1�. \' 1 . .,•I-_ _ a SL _ p STEEL PLATE, SEE -�1,-4 CANOPY i1�_ VENT BLOCK W! I I' s STRUCTURAL ►' '` ` I'� INSECT SCREEN /\\ \�, - t 1 FIBER CEMENT PANEL r �1, I 1 METAL FLASHING I . - BUTT/SEAL TO SIDE OF l'' L + i ; WITH HEMMED EDGE I :� STEEL PLATE, PAINTED !lit t IA BOLT CANOPY TO RIM JOISTS BOLT CANOPY TO RIM JOIST 1- -- 1 / I i ' �, 3 14 GAUGE POWDER .1- �� 14 GAUGE POWDER 1 f I 1 COATED STEEL CANOPY �a COATED STEEL CANOPY S I l ! m WRAP SAMF AT CORNER ' • WRB CONT BEHIND LEDGER 1 I -�� 2 CONTINUOUS LINEAR REVISIONS • t ' t 1P4 ,,, ,, SOLID WOOD WINDOW �1 \/g , _� NAILER I I } SOFFIT VENT \I/1P4 1 . /.' 1-1104' ` - — - - DECK FRAMING SLOPE TO , i 1 FIBER CEMENT SOFFIT E _- �- I ( DRAIN, SEE STRUCTURAL I i '' r • _'` I II� I I I i I FIBER CEMENT TRIM )\ Author Checker ` 1..._ :_. '—I . 1 1 ' I i 1 WRB DRAWN BY CHECK 6Y i� . ., N i< FIBER CEMENT SOFFIT 3 ; BEAM PER STRUCTURALP1=RMIT SET .. . L1-4;1j` �` ;;� INSECT SCREEN 1 i WRAP SAMF AT CORNER STATUS All. AND VENT BLOCK I 1PREFINISHED METAL 11'-q" 744. -1 1'-0" BLOCKING AT CEILING • -I �' ! -I I h. 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' -8.1 , SCALE: 1 112"= 1'-0" ` -8.1 , SCALE: 1 112"= 1-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale acconiingly. VARIES COUNTERTOP y' 2 -Q'MAX •� �' l SEE PLAN 1' o BACKSPLASH 2" ` 314"MELAMINE SHELVING Otak Ar • • ects, Inc. _� MIRROR i- WITH FACTORY EDGE AT 808 S hird A -nue,Suite 300 FIXED PANEL —_ J A' FRONT EDGE Po =nd, OR 97204 / z ma 503.287.6825 www.otak.com LAVATORY I 44 COUNTERTOP COUNTERTOP ,- INSUL WRAP i &BACKSPLASH &BACKSPLASH I, 1 x 2 MDF CLEATS AT WALL PLUMBING �� I - - WI 45 DEGREE ANGLE CUT AT �-"� �, /° f LOCATE REMOVABLE a FRONT EDGE, TYP �� g .� • CABINET AT OPEN tD r KNEE CLEARANCE ;• ' ' ' " `r �ln, END OF COUNTER (ANSI 117.1) - - �_ /' WALL BEHIND a- ' "' ,—, BRIAN R.FL�ENER� z b 70 COUNTER / REMOVABLE CABINETRY J `L w O z_ E-- WALL BEHIND / •Zn N TO BE FINISHED � � O FACE OF WALL • ¢ w REMOVABLE CABINETRY o „ • • NNNN i N REMOVABLE � �i Q 2 i[ / TO BE FINISHED 1 VIAND,OR NOTE:ACCOMMODATE z Iv CABINET �� 2 o M o m M o FLOORING TO ,► OF 0 KNEE CLEARANCE BEHIND 2 FLOORING TO a_ CONTINUE REMOVABLE CABINET @ 6 CONTINUE UNDER M°I UNDER 3/2912018 TYPE A UNIT AND TYPE B CABINET I _ % A. CABINET io STAMP UNITS USING FORWARD r '• ,, 30"CLR MIN' APPROACH @ LAVS, SEE 8" MIN �, 30" MIN "REMOVABLE CABINET',- NOTE: SEE 201AX-8.13 FOR UNIT PLANS FOR -� REMOVABLE CABINET SEE UNIT PLANSIELEVS ( �_ KNEE SPACE LOCATIONS 6" 11"MIN ,► VARIES REQUIREMENTS. 1, MAX SEE UNIT PLANS/ELEVS A. DBG PROPERTIES 20 ACCESSIBLE KNEE CLEARANCE 16 REMOVABLE KITCHEN CABINET 8 REMOVABLE CABINET AT VANITY 4 UNIT SHELVING LLC a -8.1 SCALE: 1"= 1'-0" 1 -8.1 SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" -8.1 -8,1 • SCALE: 3/4"= 1'-0 CONSULTANT 39" 4 1 COUNTERTOP ADJUSTABLE WIRE SHELVING SYSTEM _r INSTALL ELECTRICAL OUTLET OR SWITCH BOK HORIZONTALLY CLOTHES )[• Li Z HANGING ROD Illk ti-'-I ACCESSIBLE WATER CLOSET 39" TYPE A LAUNDRY EQUIPMENT 2 AND HANGING 2x6 WOOD STUDS AT 16"O.C. z ROD BRACKET 1- u_ SHELF BRACKET THAT LOCKS z NFINISH PER ¢ INTO WALL UPRIGHTS FOR 36" r 42"MAX n SCHEDULE L. •• i��i .' ¢ ` SUPPORT AT NUMEROUS WEIGHTS _12" 54"MIN i i z 24"MAX + m w in -f-MIN '� i •� + "' FINISH PER SCHEDULE AT o2 MOUNTING RAIL ATTACHED 12" ,, 42"i i co REMOVABLE CABINET MAX 1 MIN ¢ • TO WALL STUDS • _.__...__..-.__.............'_. + TO CONTROLS = `{ !U i ,'_ .._ 's `Y' AJUSTABLE WALL UPRIGHTS MAKING II�� , � KITCHEN CABINET, REFER TO N 1 '� t SHELF ADJUSTABLE FROM A MINIMUM �Jc ]� LC "� j-r ;(, -- I I INTERIOR ELEVATIONS FOR OF 42"TO 60"IN EACH CLOSET + d I i ___1 ADDITIONAL INFORMATION I DISPENSER / INSTALL GYP BD, PAINT M 2 PLACEMENT AREA ilk PEDESTAL AS NECESSARY TO i ICO '�►i_ ih FLUSH I Q ¢ ¢ ._._._ ... .... ..... . -. ACHIEVE 15,. - A� �C n co MIN MUM TO WIDE S©E w \,.. i a0 Z B.O. OPENING d OF WC II w t ' I7 UNIT KITCHEN BAR 3 CLOSET SHELF/ROD Z ACC WATER REAR GRAB BAR SIDE GRAB BARS TOILET PAPER DISPENSER FRONT-LOADING WASHER/DRYER ' -8.1 SCALE: 1"= 1-0" _ -8.1 SCALE: 3"= 1'-0" CLOSET(WC) 2, , FLEXIBLE I t G I TYPE A/TYPE B WATER CLOSET TYPE B WATER CLOSET(ALTERNATIVES) WATER } / w/ CONNECTIONS I J 114"X 3"LAG OR .7 `j� NOTE: GRAB BARS SHOWN FOR NOTE: PERMITTED WHERE LAV NOTE: GRAB BARS SHOWN FOR I I I EXPANSION BOLTS / REFERENCE ONLY, ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY, ONLY BLOCKING REQ'D {OR APPROVED a 0 EQUAL) ROOM SIGN REQ'D X TO ACCOMMODATE 3/4"X 24 GA. I I , I STRUCTURAL l Cc FIXTURE MOUNTING I PLUMBERS I I In WALL _/ a J 36"MIN �� I. 24"MIN L. __ 54"MIN , 12" �� 24"MIN }, 18" 18" • I � 24"MIN �, TAPE(OR MEMBER 1it- MIN k APPROVED G / N 12" L EQ EQ 12" 42"MW " CLEAR 1 CLEAR �. Q MIN • .M' MAX J 15 3/4" 12" L EQUAL) I I I r 1'-0" Z f- $ 15 314" 15 314" j MIN • STRUCTURAL i--- / Q M J = N W 44 E 1• ter- I E ,,-1 ,� -r I �' CO ct Ce C J�� MEMBER IWALL -- I� 0 L. �_I L� - - -�- - - �. 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FOR REFERENCE 24"MAX , 24"MIN 12" • 4"MAX- . y 24"MIN •,_ 12" �, MAX 'IL MIN• ONLY. ONLY MAX MIN ,t_ �,_ (r 3 r BLOCKING } __ REQ'D. I - INTERIOR EXTERIOR z z g i i i 00 I i ao LOCATION E 1 Y- _.� OF BATHTUB E , l � O , DOOR REVISIONS o �� �� '��_, CONTROLS - - - -I- - - LC _ ` ` a � �J —�`� `T - -: I r - - 3. `E ,, // ADA TRESHOLD, 1:2 ,�{� in MAX SLOPE AT ALL �" 0 Co_ / TRANSITIONS, 114" °° r-� XX Checker �J -J _ d �� �� ¢ - c `� _ / MAX HEIGHT AT ` :c° � VERTICAL PORTION _ m 1 _ _i � / DRAWN BY CHECK BY 1 O M 1 1 o M OVERALL HEIGHT 2 PERMIT SET °' REMOVABLEI I LIUBSEAiJ i / 1 STATUS o LI 1 O CLEAR DOOR WIDTH-MIN. 32" f F.O. LEAF TO F.O. STOP , re03.29.2018 ,, I •r I ,- _ DATE ,15"- 16" , BATHTUB WITHOUT BATHTUB WITHOUT BATHTUB WITHOUT TYPE A/TYPE B BATHTUB TYPE A/TYPE B TYPE A/TYPE B I " PERMANENT SEAT PERMANENT SEAT PERMANENT SEAT (BACK WALL) (CONTROL WALL) (HEAD WALL) Iii �- 17052 (BACK WALL) (CONTROL WALL) (HEAD WALL) j PROJECT NUMBER l' 41t- '',t- g NOMINAL DOOR DIMENSION ■-- Ax...8 ■ 1 3 ACCESSIBILITY MOUNTING HEIGHTS DOOR CLEAR WIDTH 1 ADA SILL TRANSITION ©2018 OTAK,INC. 17 5 if this drawing is not 24"x 36"it has been 8.1 SCALE: 1/2"= 1'-0" reduced/enlarged. Scale accordingly. -8.1 SCALE: 1"= 1'-0" a -8.1 SCALE: 6"= 1-0" : . . . .....m00,<,,Aid ilk., Otak a - "'tects, Inc. 808 S Third venue,Suite 300 P. land, OR 97204 =in 503.287.6825 www.otak.com a '' 312 4 BRIAN R.FLEENER • %RANO,OR OF 0 3/29/2018 1x4 CEDAR BOARDS STAMP -8.1 \ \ - -'-I tis \ DBG PROPERTIES \ LLC '-98 4 -6 \ SItI / CONSULTANT . ' / S SEE PLAN 1x4 CEDAR / BEDROOM CLOSET BASEBOARD DOUBLE 2 x UNLESS / -- / NOTED OTHERWISE ON STRUCTURAL DRAWINGS EXTEND GYP BD 3 STAIR ENTRY ELEVATION DOWN TO ' BIFOLD DOOR TRACK CONCEAL FRAME, • -8.1 SCALE: 1/2"= 1'-0" PROVIDE J-TRIM .',-y •.-:- 41 AT GYPSUM BOARD EDGE �� '''-a-te..". GYP BD @ JAMB BEYOND GYP BD @ JAMB BEYOND \ R1 �- BIFOLD DOOR It 7- X 7 INT BIFOLD DOOR HEAD ` _8.1 ' SCALE: 3"= 1'-0" \ ti‘ti‘ 4/1" . (i) immil Z -' lil ''''' _.-- .._ __,-7 LLJ DOUBLE 2X UNLESS - SEE PLAN OTHERWISE NOTED ON ,. A/ STRUCTURAL 1: I Ce DRAWINGS Q BEDROOM \;!.° CLOSET a V ;:: l QL1-1 a) BYPASS DOOR TRACK Y ll‘ 1/8" _Jtr- ti:, - . _ .. . . - -... . Z / . .4,.... t....-. -, = CV w CI I x 3 PAINTED TRIM BYPASS DOORS W 1 x 1 PAINTED TRIM I .,:,:-`,`.:-'1'--::7-r: ,:.:',:t.:,:,• :::.- :-',:•.:-.4` .`�- -..- GYPSUM CEILING �- 0 f CORNER BEAD ti Q C� GYP BD JAMB-TYP / I7 W W /� GYPSUM CEILING = C] V ° i- = 6 INT BYPASS DOOR HEAD 2 CORRIDOR CEILING AT HEIGHT CHANGE ' -8.1 • SCALE: 3"= 1-0" ' -8.1 •_ SCALE: 3"= 1-0" TITLE # DATE DESCRIPTION co LL 1 DUCT SEE n , .9 •"� V r. r ' .•- ` a �• •. - . . _ ,•4 ,r i `i MECHANICAL . a •. . =�"' ".y 1x4 CEDAR BOARD 1/ _ ` DOUBLE 2x UNLESS t:'.-.:: _ V - OTHERWISE NOTED ON °�' ' ' '¢ / DOUBLE 2X UNLESS e ,`' SEE PLAN '� ��� ✓ STRUCTURAL ;,'• ; OTHERWISE NOTED ; 1/ r SUPPORT WIRE 4=� DRAWINGS :,- -cr': / STRUCTURAL r / • \/ ;� ON RUC URAL /� •-' \ I SEE PLAN DRAWINGS /1 I '. a; \ LED LINEAR LIGHT ., r.•- i - - - •'� -\'',,,A.. - — REVISIONS '" _ \ CROSS MEMBERS < • FACE OF FINISH AT -, ,- � FACS OF FINISH AT D �-- . AS REQUIRED ,..-'7 '?"' / / PERPENDICULAR •- .' PERPENDICULAR a i- n,. �,•• - - / :-i JAMB CONDITION /,• •- , a ---- " JAMB CONDITION /'" Author Checker /`-`-' j _...-_ _. 6._..._.. .._...._.. -._._.. DRAWN BY CHECK BY STAIR ,, ' /'��/"� \ CORRIDOR �^�� CASING, PAINT PERMIT SET ' ' STATUS 1x CEDAR BOARD1x3 DOOR TRIM03.29.2018 CASING, PAINT DOOR CASING, PAINT �/I��/II��7I�7/% �III����I�'I -''' {` DATE BOOR CASING � \\\\I k �� INTERIOR DOOR, i INTERIOR DOOR, 17052 SEE DOOR SEE DOOR 4" PROJECT NUMBER SCHEDULE I SCHEDULE 1x4 CEDAR BOARDS - NOMI GYPSUM CEILING 1 N I N. _ AX-8 1 1 4 9 STAIR DOOR HEAD (JAMB SIM) 5 TYP INT DOOR HEAD (JAMB SIM) 1 CORRIDOR CEILING ©20180TAK,INC. • SCALE: 3"= 1'-0" A SCALE: 3"= 1'-0" If this drawing is not 24"x 36",it has been ' -8.1 • SCALE: 3"= 1'-0" -8.1 -8.1 reduced/enlarged. Scale accordingly. _ . -. .. AIR SEALING NOTES NOTES 1. ALL EXTERIOR WALLS AND UNIT DEMISING WALLS TO HAVE SILL PLATE SET IN CONTINUOUS SILL SEALANT. Otak Ar ` ects, Inc. 808 S ird A nue, Suite 300 2. AIR SEAL GYPSUM BOARD TO TOP PLATE AT LEVEL 4 Po nd, OR 97204 DEMISING WALLS mai 503.287.6825 e'i VII VS 4 M. .'ww.otak•com • • • • •`` • • •` r77- • • 3. SEAL ALL ELECTRICAL BOXES SEE 10/AX 811 11 .,._.. -... _.... -. _-....� r.,. , --- • w - •• ..• •. .. - - - s, • ' • . 4-"i • • a r • y • 4. SEAL ALL MEP PENETRATIONS IN WALLS SEE 12/AX 8.11 1. /�' •• ..� ` ••• click .. ..• ; • 5, SEAL ALL MEP PENETRATIONS IN CEILINGS SEE 8/AX-8.11 'Li ; 4. iiip • .D ___._- • 6. ALL EXTERIOR WINDOW AND DOOR OPENING TO HAVE 3120 • CONTINUOUS SEALANT SEE OPENING DETAILS ON ;ROAN R.FLEEN ' 111441041610111160.44. _ • SHEETS AX-8.01 AND AX-8.02 �"3 • 4. - -.�'-‘ i I • F--:. • 7. THERMAL INSULATION TO BE INSTALLED PER RESNET VIAND.OR nlij �� 1-----1 m _ �� j - =.----1 - -----c i �. • GRADE ONE PROTOCOL • 8. 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U I '�,+ i 1 { ; CONTINUOUS SILL JSEALANT j 4 EXTERIOR I M M I.Ie t i .: I ' STUDS FOR I -�- , :t :,___,. 1 .1 a .I"I. 141I.r.t r I NAILING AT WALL Z -F' - „-__ h -- _ -i j �` `� I INTERSECTION. NOTE:AIR SEALING ON THE INSIDE '• - LU L_________ FACE OF THE GYP BRD TO BE ' ' 1 UNIT 1 1 a •1 i =- , ; __ ---- 1 C CORR. / UNIT W - € -.-.--: COMPLETED ON ALL 6 SIDES OF THE �' { S 1 , I- T UNIT DEMISING WALLS, FLOOR 14144411i, 4 4 fp"( IP 4 CEILING AND EXTERIOR FACING OF _ E °` 41P ' _._ < ❑ • r - WALLS TO MINIMIZE LEAKAGE \ \ ♦ ' X 1 ��, a Q - THROUGH ASSEMBLIES.ALLOWABLE y I UNIT I CORR. , I ��` ��- �, 1 LEAKAGE RATIO IS .30 CFM50 PER SF <, 1' j A UNIT ChEC �� W OF ENCLOSURE MAXIMUM € • I I • IIIIII , M -8.1 = © 111111$1. /- -4111111$ FILL CAVITY WITH AX-8.15 1 I : �...•� RATED SPRAYFOAM TYP AT LEVEL - ri '- ` # 2 O '�, C� '� 1 S EXTERIOR INSULATION HEAD OF WALL � .- ':' ' 1 I , � f • I ,� D C'7 Sella �« �• It , ... 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Scale accordingly. 18"MIN ota.k 1 112 STAIR RAIL UP -� 112" 1 1 112" ,--„..- „4.iiiimie000.„.446. .A ilk 1 1/2"-----„N ,r1 / HEAVY DUTY RUBBER I VINYL TREAD �� _ r '2 i, STAIR NOSING- 1/2"RADIUS MAX Otak �tectsInc.:.: : Y... - 11"MIN © 3'-4" MIN �.Y____� SEE PLAN 1 1/8" PLYWOOD TYP \,:::: ........... .........._--.- AX-&06 v te 300 \ Z J --/— i AT TREADS 808 5 ThlrPo .nd OR197204 TOP VIEW 0 I m n 503.287.6825 �u_ I ,�"td9 @ �- STAIR RAIL a HEAVY DUTY RUBBER I VINYL www.otak.corn z xr � ROOF HATCH \ \'': f - DOWN g co RISER COVER t 1 "' - 1/2"PLYWOOD TYP ROOF TRUSS SEE w STRUCTURAL I IL * T RISERS ...:... ... 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FLOOR/LANDING "_, L----- 5/8"GYP BRD BELOW ICC A117.1 SHALL BE LOCATED AT EACH LANDING OF RATED WALL, SEE FRAMING PER STAIR AND LANDING STAMP INTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO PLANS, EXTEND -�--- STRUCTURAL — / BE 5'-0"AFF IN A POSITION THAT IS VISIBLE WHEN GYP TO UNDERSIDE DOORS ARE OPEN AND CLOSED, SEE STAIR PLANS OF ROOF —�_ — FOR PROPOSED LOCATION SHEATHING END VIEW ELEVATION '" ---,FMA iThr - r _ 15 STAIR IDENTIFICATION SIGN 12 ROOF ACCESS HATCH 8 HANDRAIL AT INTER. LANDING 4 STAIR TREAD CTG PROPERTIES LLC • -8.20 SCALE: 3"= 1'-0" • -8.20 SCALE: 3/4"= 1'-0" • _8.2 s SCALE: 3/4"= 1'-0 -8.21 SCALE: 1 1/2"= 1'-0" HEAVY DUTY RUBBER/VINYL TREAD HANDRAIL1 118"PLYWOOD TYP AT TREADS CONSULTANT /// LATCH TO WALL 11"MIN .1:,- .. SEE PLAN FLOOR FINISH VERTICAL 5 BASE SEE FINISH STAIR WELL WALL � ---, '�`X-8.06 �P / � 3'-0"X 8'-0"ROOF HATCH SCHEDULE SEE PLAN // — ROOF FRAMING NOT HANGER PER Z FLOOR!LANDING FRAMING LEDGER AND JOIST � ®;' PER STRUCTURAL 1-114"STEEL PIPE SHOWN FOR CLARITY STRUCTURAL STRAP PER STRUCTURAL GATE FRAME I • I FLOOR/LANDING a BLOCKING AS REQURIED 1 FRAMING PER 1 / FOR GYP BRD SELF CLOSING k GATE HINGE Y tAmMlf ',___II____JAPI 0 .111r- — STRUCTURAL f \ ><-:--_,.1 Fli �• SEE PLAN bk. n ''� I '�' _ : •�-t• •.-; ;� . q . . :K:i -. SEE -- f �.. SECTION I as 4` GUARDRAIL S / 112" PLYWOOD TYP AT RISERS i‘i N STEEL SHIPS \\ HEAVY DUTY RUBBER/VINYL iii iiiii LADDER . RISER COVER 10111' _ *r ��I 5/8"GYP BRD BELOW 5/8"GYP BRD BELOW STAIR DOWN .•I STAIR AND LANDING STAIR AND LANDING CD_• _ s FIRE SEALANT AT GYP STAIR STRINGER PER �� R_- �� TERMINATION STRUCTURAL ETH i SOLID WOOD M Q BLOCKING FCO SEEISTRUC(URAL �t 7 LANDING AT RATED WALL 3 STAIR TREAD AT TOP OF STAIR Z 14 GATE AT LEVEL OF EXIT DISCHARGE g . _8 2, SCALE: •1112"� I'-0" . _8.2i SCALE: 11/2" = I'_0" W 2LT, c., . , -8.2 0 SCALE: 3/4"= 1'-0" , W jr 11"MIN �' HEAVY DUTY RUBBER/VINYL TREAD p 4"MIN ' SEE PLAN I- 0 g RUN 1 118"PLYWOOD TIP Ce � MDF CAP-PAINT TO AT TREADS re MATCH BASEBOARD 1114CA Z HEAVY DUTY RUBBER/VINYL 0 W 8 112"MIN 114" 114", - ' RISER COVER a cc PROJECTION PLUSq. F cr TREAD DEPTHII co 1/2"PLYWOOD TYP < W TOP OF WALL i. w AT RISERS s 114"GAP-PAINT BLACK 1� = ABOVE p N _..__.- _.__._ 1 Cii) N NOSING \'' Q N �J-TRIM CO 5"MIN CVTREADDOUBLE 2x WALL '� CD (�} DEPTH TOP PLATES I.L. _� -* - - :-. Ce W I filgiliosi - CO - • W ~ 2 ct SEE PLAN I 518"GYP BRD BELOW Q < Q NOTE: LADDER TO BE MIN HANDRAIL 1 • ( STAIR AND LANDING """ „.._ _ = 30,�WIDE BETWEEN WHERE OCCURS I I F— N- F— CO HANDRAILS SEE PLAN I I AX-8.20 1 E FRAMING AND STRINGER CONNECTION PER STRUCT JJ SIM SEE TITLE SECTION • V # DATE DESCRIPTION 10 ROOF ACCESS LADDER 6 STAIR PARTIAL WALL 2 STAIR TREAD AT BOTTOM OF STAIR ' -8.20 SCALE: 3/4"= V-0" ' -8.211 SCALE: 3"= 1'-0" -8.2e SCALE: 1 112"= 1'-0" 1 112" DIA CONTINUOUS PAINT GRADE WOOD HANDRAIL WITH REVISIONS METAL SUPPORT BRACKET AT 6-0" l'CLR*1 1 112" OC MAXIMUM-PAINT TO MATCH/� BASEBOARD \ V :d. Author Checker F ► 2 X 4 BLOCKING DRAWN BY CHECK BY ;r L FOR HANDRAIL SUPPORT BRACKET 01 v- z PERMIT SET ATTACHMENT, TYP --A.__ co STATUS I 7 03.29.2018 Alk I � O DATE 12"MIN AT TOP �!�; i00 1 TREAD LENGTH AT BOTTOM SEE PLAN - 17052 Z • - A _ PROJECT NUMBER V in VVV NOSE OF STAIR Ax_8 A)(-8 . 20 2 0 5 HAND RAIL EXTENSIONS 1 HAND RAIL AT RATED WALL ©20180TAK,INC. if this drawing is not 24"x 36"it has been ' _$ 2 SCALE: 3"= 1'-0" A -8.2 SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. ......000.44.02: 166, Otak A ects, Inc. 808 S Third A enue, Suite 300 Po and, OR 97204 rn. n 503.287.6825 www.otak.com y 1'-4" - I MIN CLR I ' -— 112" RADIUS AT ENDS „ r `L'mm u! i),. ; 3T2� BRIAN R.FLEENER z 318"x 1 1/2"STEEL " ...--------T—7 le • • FLAT BAR �. • PRTI.AI�,13 0', 3/2912018 4 �_ .off s�s --. -----._ . ...-.._.. ___ _ 0_1:•,( STAMP • --- 1-114X3116"GALVANIZED BAR ;.. • GRATE WITH TYPE H-3 -. .. STEEL ANGLE - • - d ? — 11 SUPPORT(TYP} SADDLE ANCHOR(1"MAX PROVIDE BLOCKING / • • _,•-•_,,d r` � i- • CLEAR OPENING-SLICE IN — if E-U HALF FOR REMOVABLE) IN WALL BEYOND 8 �, - ;s 'N' SECURE D '. ` DBG PROPERTIESy • `� I, �.- • 4• w = _'- +, '•• LLC Y d.. • 1, CONSULTANT `' •s • \•t-- `\" '`, 314" MIN DIAMETER o _ - -'\" - -\_ A\ a. 7 STEEL SAFETY • a�'' .. N', p RUNGS (SCORED = • FACE OF SHAFT WALL • 6-. ' \ L2-1/2X2-1/2X1/4" OR ABRASIVE) @ 4 'y. V 4 ° • • GALVANIZED ANGLE ` g PLACES(TYP) 4 :A a ,. , •. WITH(2) 112 DIAMETER • I cA = NOTE: GRIND ALL X5"WELD STUDS AT 2'-0" ANCHOR FLAT - ` • F' O.C.AND 4" FROM EACH I BAR TO 1"� -1" 4' WELDS SMOOTH AND `- ` "• • --.'.._.f 1. END .41 112"(TYP) STRUCTURE ° PRIME PAINT, PAINT _ = ALL STEEL, OSHA ,+ ' ' '. . °. - I • p (TMP) I .° "YELLOW" I • d pti• �� ' G . • ELEVATION SECTION 7 SUMP PUMP PIT GRATE 3 ELEVATOR PIT LADDER DETAIL • -8.2 SCALE: 3"= 1'-0" • -S.2 SCALE: 314"= 1'-0" V 90 MIN RATED RAIN SCREEN ELEVATOR DOOR FIBER CEMENT SIDING FURRING FLOOR FINISH 1_ . INSECT SCREEN GROUT AS AT BOTTOM OF I, REQUIRED WEATHER RESISTIVE _ 111 -' RAIN SCREENCa CO MECHANICAL EQUIPMENT BARRIER ,WRAP OVERi E COUNTERFLASHING �/ PER MFR METAL REGLET FLASHING 11,1,- ' ELEVATOR DOOR SILL BY WITH TERMINATION MFR TO COMPLY WITH ICC J • BAR A117.1-2009407.4 WOOD SHEATHING, _ - •• = Q MEMBRANE SEAL FLASHING r . , : I. SEE STRUCTURAL ROOFING ; '' W MEMBRANE -�' & REINFORCEMENT PER / W ROOFING MFR -. ' % // ,2 ,� // '/ �� FLASHING MEMBRANE o �� ' 2 Q • ROOF MEMBRANE R HOT AIR WELD / STEEL ANGLE PER CONTINUOUS BENEATH �� SEALANT STRUCTURAL • SHAFT PREFORMED CURB 1 • VERTICAL FIXING ANGLE re Q _ ELEVATOR SHAFT I = f f WITH • ELEVATOR MFR CORRDINATE - _ FIRE SEALANT 411. - --. �: , • . - ....- • . a. cf) TRUSS BLOCKING . :.. . . • 4 ! ! < fli = FIRE SEALANT SEE STRUCTURAL ,r. I .! : -;/. ; - . a[ C) LLI EXTEND GYP TO • EXTEND GYP TO _ _ UNDERSIDE T • UNDERSIDE OF • Q D CO Z SHEATHING X ._ - = N 06 SHEATHING . _ . ri ,J N SEE PLAN GIRDER TRUSS IP GIRDER TRUSS ' i W AND HANGER SEE / AND HANGER SEE MIME STRUCTURAL STRUCTURALIP - = • Q O O R II NOTE: TRUSSES NOTE:TRUSSES = / �■ I�- - T p Q W PARALLEL TO WALL PARALLEL TO WALL —• J AT SIM AT SIM Ie. I— w 10 2-HR SHAFT AT ROOF 6 ELEVATOR SHAFT WALL AT ROOF 2 ELEVATOR THRESHOLD TITLE -8.2 SCALE: 1 1/2"= 1-0" • -8.2 SCALE: 1 1/2"= 1-0" • -8.2 SCALE: 3"= 1-0" # DATE DESCRIPTION A itISEEPLAN - _ k i - . - i E .�E 1 SCHEDULED BASE SEE PLAN SHAFT UNIT! SCHEDULED BASE • ' ELEVATOR - ' - CORRIDOR i SHAFT FIRE STOPPING = _ i ':- - -% \:FIRE STOPPING = k SEALANT SEALANT REVISIONS • • ---2- WATERPROOFING \-------' - z • ..` V : dA -LEH .7 i -4• Author Checker •=• d • DRAWN BY CHECK BY 4 • : ^ ;«: Jr.J. .Z . : Y d PERMIT SET s . Y$ - STATUS 03.29.2018 A' - -•• •' _ ! .• ,e- •- - `- - ' _ _ .�� 4,p ice` DATE j�Y'�:1.}I:I%� Y.4•1�1�I�1��� �, �AiY:���1:� •� _ �r�`��� ����� �� ^ ` � ` - •l� -• _ 17052 !.�telt4/.4A• • 1• rj.T 1:,01 R'�••• '. " :Tll•�* '.`��.�i • .'•r` -Y 4. a•. •A� 4' 1P� .30L _: X4,4} . 4e4,cat R`. h.�41i,re,; -- a PROJECT NUMBER 4rtz`s! ' �'t,��r ,r. +l:L � .�•r s � s= o 1 I 1--I II ! I I - +• • 11 Vr Ax-8 1 21 5 2-HR SHAFT AT GRADE 1 BASE OF ELEVATOR SHAFT ©2018OTAK,INC. If this drawing is not 24"x 36",it has been • -8.2 SCALE: 3"= 1-0" • -8.2 SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. • • • . . - .:. : .- - - Mrs • SQUARE STEEL HSS ! , ./.•,..,./.•,.., Otak Ar CtS, Inc. AT TOP OF GATE F ..• 808 SW hird Av. ue, Suite 300 • Port: d, OR 97204 • mai .03.287.6825 . .`,, +, ,, � 1 �, 20'-0" ww.otak.com i V •,, •., 'd ' ,, 4 1x4 VERTICAL 1 Cd 120 CEDAR SIDING V i I i I I i f I I 11_1_1 i i ' i i �� —� :RLAN A.FLEENER STEEL ANGLE i _ i ?- i I -I4 --- -I- - - -14 - f - `I-1-1-I1 - 11- -i - -� - r I—I- - T ii T- I "1 T `r - _ • • PAINT BLACK) / I i 1 ! 1 ! ! I i I 11 %MILANO,(3R ( I I I i ! I I I I ! ! ! I Ij I i ` II - • CEDAR SCREEN OF 0IIBOLLARD I ( 1 ! 32912018BEYOND I I I I I i ! STAMP 1/4"STEEL TAB i I I 1 WELD TO HSS - , I i I I I I I 11 I ! ! I I N • I C ; I ! ! I ` .- w 1 I tir `� I 1\--s-1—ii1 j ---. / it- -1-f- I � I � 1I i ! ! iIi I ; I ; ! I II i #i PR OPERTIES SQUARE STEEL HSS I I • � I j LLC BOTTOM OF GATE „ „ \� � ! 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' . . � ' : : . : :�= 'd . 1 d • • a a$. is __ p _ -• s / Imo_-•--�-�- R / SLOPE-�. • - - - - - _ _ RNA r //-.--_. i I I I 1---1 ' i---I -.�—.. 0- / e Qo \ - Ire' N' 1'' Ir'i 1' t 'i 1 '• 1 -.11. ! 1`- ti,-.r." xi 14's'lyfi�l•..... a•r..0,E / — I �'� ` �S00 • �es7• 7�-•.~s7i'''w'i .r3 �w�'•�• •.,MS � •,� • e� ��s�• � Ta •.� ��' ��• '� ��'j.• •�)1� � �.�� �j�. �.r�j'•�'fj1 •• / 't � � I _.____I i____ � CAST-IN BOLT SLOTS AT REVISIONS R.�. yr .�.. ��ry;�- i7ii-ii-•�7 �.ri3i%7i� •_�;y.iii i. •g • �, 7c , I_—i i I {=1 CLOSED 8�OPEN POSITIONS 17.221 I— I 11— l 1------ 1 1- .: 1 I--i - FOR EACH GATE 4" CRUSHED ROCK BASE / r/1 v I ' ? I ! j r i ! ice; I ! ; I I— z v,- 1 , • !-I I ! - STEEL GATE, TYP. a — I Author Checker " % _ •. . ; -I I - I I 1 DRAWN BY CHECK BY ' ."' • ;' • e ♦ - :4'..1. i I._ PERMIT SET • CONCRETE FOOTING, SEE - • ' • - " . -%.• a . , a �.- -•'' STATUS STRUCTURAL • . 03.29.2018 ♦a • -dy •• 'r• _ r' f DATE _ J`d. - .• a: - , •,r'r ,. 'a - 17052 • PROJECT NUMBER • AX-9 . O1 • 3 WASTE ENCLOSURE - WALL SECTION 1 WASTE ENCLOSURE-PLAN REFERENCE ©2018OTAK,INC. _9,01 SCALE: 1/2"= 1'-0" , _9.01 SCALE: 1/2"= 1'-0" If this drawing is not 24"x 36',it has been reduced/enlarged. Scale accordingly. 1 7."' \ \ EROSION AND SEDIMENT CONTROL PLANS (1200 . c ) Otak. li \\,._ __.‘ A \ Sy,NUNZ ER grR -...\\,.. ,\ r� Otak, Inc. FFr 808 SW Third Avenue, Ste. 300 DEVELOPERCONTACT: STANDARD E ROS I O N AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. Portland 20R 97201 Q``'/ ! PROPOSED THIS ESCP AND GENERAL CONDTITONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE vvvvw.atak.corr �co ' ' + Li ------:- UBDIVISON ADDRESS NAME CONTROL PLAN DRAWING NOTES: WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, �� CITY, ST ZIP THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. ic\k- ,D4�ROf�fs/ ' LPHONE: XXX-XXX-XXXX 1. Hold a pre-construction meeting of project construction personnel that includes the inspector to discuss erosion and �`' FR �y • 1, // sediment control measures and construction limits. (Schedule A.8.c.i.(3)) BMP MATRIX FOR 91573PE \- _SW CRESTVIE ST { )} 2. All inspections must be made in accordance with DEO 1200-C permit requirements. (Schedule A.12.b and Schedule 8.1) PRELIMINARY - 3. Inspection logs must be kept in accordance with DEQ's 1200-C permit requirements. (Schedule B.1.c and B.2) CONSTRUCTION PHASES 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 ���`�°r z s ���`�q� 1 i j PLANNING / ENGINEERING I municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retained F p CH��-p 5 V�.KNS by the permit registrant but do not need to be at the construction site. (Schedule 8.2.c) W 5 I Kt=t 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 _� • 111 \ r- EXPIRES: 12/31/2019 L_ the ESCP is a violation of the permit. (Schedule A 8.a) COMPREHENSIVE LIST OF AVAILABLE BMP'S. STAMP ` OTAK INCORPORATED 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) ' '�' CONTACT: 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 n 808 SW THIRD AVENUE, SUITE 300 necessary revision to DEQ or Agent within 10 days. (Schedule A.12.c.iv. and v) CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1-MAY 31st) f t 8. Phase clearingand gradingto the maximum extentpractical toprevent exposed inactive areas from becominga source of EROSION PREVENTION �����tJll LLLrrr -�, PORTLAND, OR 97204 PRESERVE NATURAL VEGETATION "X x x X X x .:1, J_� I PHONE: 503-287-6825 erosion. (Schedule A.7.a.iii) I GROUND COVER X X LLC �BG PROPERTIES �\ FAX: 503-415-2498 9. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important I HYDRAULIC APPLICATIONS --- trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site I PLASTIC SHEETING x x x x I j, � A�� �d sensitive areas (e.g., wetlands}, and other areas to be preserved, especially in perimeter areas. (Schedule A.8.c.i.{1) and "ANG x x x ------\\ 7 NARRATNE 1�1�7 ( )} DUSTcoNTROI X x x x x x TEMPORARY(PERMANENT SEEDING X X X EXISTING SITE CONDITIONS 10. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and BUFFER ZONE x �� * VACANT PROPERTY after grading or construction. Identify the type of vegetative seed mix used. (Schedule A.7.a.v) OTHER: fSEDIMENT CONTROL ql� 11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Schedule A.7.b.i.and {2{a)(b)) SEDIMENT FENCE(PERIMETER) "X X X X X X 12. Install erimeter sediment control, includin storm drain inlet as well as all sediment basins, and barriers CONSULTANT �,p��j - DEVELOPED CONDITIONS ANDUTILITIES prior to land disturbance. (Schedule A.8.c.i.(5))i. protectiontraps, SEDIMENT FENCE(INTERIOR) X X X X MULTI FAMILY SUBDIVISION U L ESDEWATERING x x 13. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstream channels and SEDIMENT TRAP ' streambanks. (Schedule A.7.c) INLET PROTECTION x x x x x x L. NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE 14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times during STRAW WATTLES x x x x * CLEARING (MONTH 7/2018) construction, both internally and at the site boundary. (Schedule A.7.d.i) FILTER BERM NATURAL BUFFER ENCROACHMENT * MASS GRADING (MONTH 9/2018) 15. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Schedule A.8.c.i.(6)) OTHER: * UTILITY INSTALLATION (MONTH-MONTH 12/2018) 16. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses. RUN OFF CONTROL \.\ \\------- I , Temporary or permanent stabilizations measures are not required for areas that are intended to be left unvegetated, such as CONSTRUCTION ENTRANCE "x X x x x x _ .....__ * STREET CONSTRUCTION (MONTH-MONTH 12/2018) dirt access roads or utility pole pads.(Schedule A.8.c.ii.(3)) PIPE SLOPE DRAIN * FINAL STABILIZATION (MONTH 12/2018) 17. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i.(7)) SURFACE RUGHENING N x x x x \ 18. Prevent tracking of sediment onto public or private roads using BMPs such as: construction entrance, graveled (or paved) suRFCHECKDAMSNIx x SITE MAID 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 an site. (Schedule A.7.d.ii.(5)) PROPER SIGNAGE x x x x x x Ac 20. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from cleanout of stucco, HAzwasTEMGMr x x x x x x to SITE SOIL CLASSIFICATION: SPILL KIT ONSITE X x x X X X v 1 -400 1 - ALOHA SILT LOAM • 'C D' paint and curing compounds. (Schedule A.6) CONCRETE WASHOUT AREA X x X I ' 1 (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. Cii) 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. curing compounds and adhesives from construction operations. (Schedule A.7.e.i.(2}) ► 22 - HUBERLY SILT LOAMS (HSG C/D ) 22. Implement the following BMPS when applicable: written spill prevention and response procedures, employee training on spillIlimm Z • I �laf� FD 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, ,."fir/ ■ filler..., delivery storagetraining signage, g supplies. (ScheduleRATIONALE STATEMENT Z ___J - . �� material and controls, and si na e, and covered story a areas for waste and A.iii\ 'J�� , • 1 1 I _ P ON-SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. ALL FILL 7.e.iii.) LLI < �/N'44.‘ A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES BMP OPTIONS BASED ON DEQ's♦ MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND 23. Use water, soil-binding agent ar other dust control technique as needed to avoid wind-blown soil. (Schedule A 7.a,1v) ( ) LL■.r GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN.,, ,A1�� �� UTILITY TRENCH SPOILS. 24. The application rate of fertilizers used to reestablish vegetation must follow manufacturers recommendations to minimize LUnutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. SOME OF THE ABOVE LISTED BMP s WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT 2 EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON Z 4 ,,,..: r 47;7, '' 1 , i REGEMNG WATER DIES: (Schedule A.9.b.iii) SPECIFIC SITE CONDITIONS INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS ACCESSIBILITY TO 1111.111' B SW HUNZIKER STREET PUBLIC STORM CONVEYANCE TO THE REDROCK CREEK AND 25. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant WTHE SITE, AND OTHER RELATED CONDITIONS, AS TH£ PROJECT PROGRESSES AND THERE IS A NEED TOrR\\ EVENTUALLY TO FANNO CREEK. removal is employed, submit an operation and maintenance plan (including system schematic, location of system, location ofREVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. v0 �� inlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before operating the . treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the treatment system INITIAL a Z Z OI� z according to manufacturers specifications. {Schedule A.9.d} O Q ,► , , % PERMITTEE'S SITE INSPECTOR 26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is responsible for a w � 1-- COMPANY/AGENCY: OTAK, INC. ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.b) J I„I„I PHONE 503-415-2428 27. As needed based on weather conditions, at the end of each workday soil stockpiles must be stabilized or covered, or other O O W ' - 1 f 1 �� FAX: 503-415-2304 BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading to surface waters. 4-C E -MAIL: ROBERT.FISHER@OTAK.COM (Schedule A 7.e.ii.(2)) ��� CERTIFICATION ID: CESCL ID - 70820 28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather. (Schedule A.7.a.i) Z vJ 29. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence COO O ��lu ■ _ DESCRIPTION OF EXPERIENCE' removal. (Schedule A.9.c.i) 0 - U Elt III =-___----i--:(____j�' ����. ~ 10+ YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL 30. Other sediment barriers (such as bioba s : remove sediment before it reaches two inches depth aboveground height and ~ Z �F�� MEASURES FOR VARIOUS JURISDICTIONS IN NORTHWEST OREGON AND before BMP removal. (Schedule A.9.c.i) 9 ) p g O w NSOUTHWEST WASHINGTON. 31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove W (n .1 _ -M 1 7/111141111 - I trapped sediments before design capacity has been reduced by fifty percent and at completion of project. (Schedule A.9.c.iii& }' O O III ," ti ) INSPECTION FREQUENCY; 32. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of theLIEE W 0 i � /► I SITE CONDITION sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream TITLE " ' � ^ clean-up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. (Schedule J L „ 11 g: ` 'RD C/ T a '4- DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF A.9.b.i) # DATE DESCRIPTION 4 _ I FROM SNOW MELT, IS OCCURRING. 33. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and xx w ■ 1 ~11 y 1. ACTIVE PERIOD material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii) di E MIM \�/� ►���i�aim �� I AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS 34. The entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding, or other method SHEET INDEX �r�� I1i111111;j� �° ,, I REGARDLESS OF WHETHER STORMWATER RUNOFF IS should all construction activities cease for 30 days or more. (Schedule A.7.f.i) ■i 11111111 Vp R._ o ‘....._,......_„ 1111 11 111 lf11•.,. OCCURRING. 35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a c71 r- /1 ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL covering of blown straw and a tackifies, loose straw, or an adequate covering of compost mulch until work resumes on that EROSION AND SEDIMENT CONTROL PLANS �� -- 2. PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY portion of the site. (Schedule A.7.f.ii) IN ANTICIPATION OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO 36. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas is EC0.0 COVER SHEET & GENERAL NOTES N \,'IcII\lrIy' MAP LEAVING THE SITE. established. Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must EC1 .0 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. be removed and disposed of properly, unless doing so conflicts with local requirements. (Schedule A.8.c.iii(1) and D.3.c.ii and CLEARING & DEMOLITION PLANS (1 OF 2) �? 14 CONSECUTIVE CALENDAR DAYS. iii) EC 1 .1REVISIONS �, NOT TO SCALE O CLEARING & DEMOLITION PLANS (2 OF 2) CI IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EC2.O 0 4. PERIODS DURING WHICH THE SITE IS GRADING, STREET, AND UTILITY CONSTRUCTION ( EC2.1 o GRADING PROJECT LOCATION : PROPERTY DESCRIPTION: INACCESSIBLE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR LOCAL AGENCY-SPECIFIC EROSION DOWNSTREAM LOCATION. ' STREET AND UTILITY CONSTRUCTION SLH KDC SOUTHEAST OF THE INTERSECTION OF 2S1 00 TAX LOTS 10001600 EC3.0 EROSION CONTROL DETAILS DRAWN BY CHECKED BY 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY, RESUME MONITORING IMMEDIATELY UPON MELT, Q SW WALL STREET AND SW HUNZIKER STREET, WILLAM�IIE MERIDIAN, WASHINGTON COUNTY, OREGON UNLIKELY DUE TO FROZEN CONDITIONS OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. CONTROL NOTES: EC3.1 EROSION CONTROL DETAILS TIGARD, WASHINGTON COUNTY, OREGON 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 CONSTRUCTION L 1 M ITS. 1. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type and percentages of seed 02/26/2018 (Schedule A.8.c.i.(3)) in the mix must be identified on the plans. DATE 2 0_ • ALL I NSPECT I ONS MUST BE MADE I N ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. 2. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a 17052 • INSPECT I ON LOGS MUST BE KEPT I N ACCORDANCE W I TH 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. u-, OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. DEQ,OAGENT, OR THEN LOCAL MSN 1 C I PAL I THE ESCP A I TACT 1 NE TRU I TDOS OF GREATER THANAO SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN AT THE CONSTRUCTION SITE OR AT ANOTHER co Q THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN LOCATION. (Schedule B.2.a) E C 0 • 0 N COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS T ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO ©2018 OTAK,INC. ci BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. $f this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. i- 5Otäk • ,�itgl'''. j'a Orl eqaS) 1 S) , ie,..zri,.,_ Otak, Inc. iv, --iiill011.1 :4 1111. 9 '.,z-"'''S: a..tir'!' 808 SW Third Avenue, Ste. 300 ;r r �� _; . 1 Portland, OR 97204 N�,._ i =, I/ 503. 287. 6825 �` `► '� \� ---,'-‘1,� www.otak.com \-2 /!�:1 11 r L+ ' '�yvJ J - x��l til► % / 1ail"V 1 � l � �.011/4 � F� °y I �•:. / �, '� 91573PE l 1 i ! ,r. `it‘ I f 1 PRELIMINARY fi�t`` + I / 11 1 'R 1 �, 1 / `' 6 s, OREGON // 1 11 1 1 11 h 1 it 3 �� �� ATT3 20 D. ��� l t /fill 1 1 II%tIIIIIIIPVA, CONSTRUCTION NOTES: (i , i >t„ At I I 1 4r.:Zr{*� • • ili. 1 I t II y r' I EXPIRES: 12131/2019 L— ~"` II 2 1 et , it } i ti �.:.iINSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0STAMP 0 AIN I ..� ..- I 1 I ,I'f' �. INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. .-,4- r���-i ..I ' , I 1 ' 11 I ^ ► 11 ' �. JAill I 1 ' I I I ti ' \ 1 I {^ 3� INSTALL SILT CONTROL FENCE PER DETAIL 875, SEE SHEET EC3.0. DBG PR0PERTIES I I I ' `r Q i I I h I Wt h 1 11 i ` =;:r`_` / �,T� I 1 jI1 11 �, vLLC v , .,. I j ..� miir I f 1 IJ! 111I Il/ , l►/ / 1 111 VA1, .:,rt. 1 r� ,f I I I ; J r , 1 / THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME ! r f f 1 .,.. 1 1 ' 1 1 1 1 I nann4. .>�� l / r14 1 i i 1 i , ,f DRY WEATHER CONSTRUCTION. WET WEATHERi•� / 1 ' r 1 ► r i /' ` ::1'•:�= CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN 9 o _ 1 0 I C !r I1 / 1 ,;� ! I rl _- / ��` OCTOBER 1ST AND MAY 31ST. • Air (�Nt `�' J� 1 /! f ! 1 � 1 I I 1 j ` f l 3.4 `,. �ry i a ! J/ ! •, / ► 1 r !` , , ! I Ij t y ,I1 j �V■ CONSULTANT 1"�� 1 ^, 1I V I 1 I Jy / jek ,/" +R It,t rJT j1 ! 11 \\ t I ! Ikit 1 -I►f4/ ,......s!s. s�,>} OP), iar C � f / IIr 1 �\ 1I J% 1 /♦ r f yr ( I 1 1 J y 1 ,401 ! 1 I ►' 1' r 1 , r I- ► \L I' GENERAL NOTES: a ! ai,► ► 1/ • , 1 1 1 I®! i .t 'kf 1 1 , I 1 i l /I i\ I +►f• 1 i iI i•„%1 1/ �� i i i' i y,i + i ,:i `#� � r1 1! i f► i 1' �;'1 —i,`.i �` 1. SEE SHEET EG1.0 FOR CLEARING AND DEMOLITION I r f !j ' ' 1I r 1 1I \1 1 I rf' ERO I AN I N, _ 1 , I rI II y/j SON D SED ME T CONTROL NOTES. I ! ' /j �'. f ' I 1 f %;‘‘\ y� /1 % I / / ! ►J I 1 1, 1 1 1 I f 1 ! I . ' \ �f /' % / > ,l ,I ,1 f j 1 1 1 NI r 1 , I i ! 1r I __� \\ .., r�` I`�/' ' J i / 1 rJ , * - r f1I ! IIr { I , ! I ; \\ +xo` ► �J N/ / !/ !! I' 1 / / f Jl Ai•t 1 I I , ( 1 I I r / , ! f_-- \.,_ l��`�'�.f ' r I •/ ! ► 1 *ail r f I I I j I I I 1 r ! - I 1 I r! d,i U— / /' i / ! / / fT' 1 / 1 I I I I I I I I i i 1 '' i, 11r,111 J / / / r/ 1 I / er 1 I ! / r I I 1 I V , "'� // „'IlI /J f �/ /< , J r / 1 1 l , I I I I I I • i III L► deti f I I 1 , , 11 o / / i .�/� % I ! ! J! I1 ! 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I W " 216 ----'r --: --- -----' _ �,� f. , ;' ,'' ,,' ;' f i r r i! it ��IlliliJiJr .% I PROTECTION)(EXISTING) W ET, LLQ 1- - - \b.-- --` _-"- -- ,. /, // ,/ -.' / $ E I V .'frI1I1►i11JJ /' I vi o W ,../ . --- --_ ,' /' ; ,// ---'' I 1I I ----------. ����„_� i ffrl►ll�flll�,� I PROJECT BOUNDARY TREE TO BE REMOVED F— W ~" --'- --' ~r , / f I / rlf,ll/1111 +r I �,1� iii 0 _ `212 — --- - — — / / -- / / I / 1/✓////IJfJ /,,, f� _---2\2-- ' /-' --`-� .' ,! /% !/ -i / // ---��� `�J ,' 4,. ! , 1 n111/1////,1/0,,,,,,, I / ,,,,,,! �+/ -- •-- ---- " ---`- .- // / : J / : /' '�_ I / �' .- I1 llll1, , h `�' CONSTRUCTION ENTRANCE •=•=•=!►: TITLE UJ -.210- /' --•-`` - /- -/ /� / / / / / --. 1 ' /1 / 11 f I I 1//11 1! �I - -' // -' ♦ • / • ♦ ! / +. 1I l /Q /111, ! / I # DATE DESCRIPTION _ _ - - ; _--- - /,,111/ J 3 DRAINAGE FLOW DIRECTION xx -" .2�9 --'- _ - .'/ , , , / / / ._-_-` . I -r- � lry1Ji I,fJ ar ILI Ci) .1„; „„,/....../ I ,...,., /y. ,//, Jr. / .1 U -- 209-_-- - -/ --''- _--' --` ./ j .', /' j I / r' i /' '�f� IV1111/// /! -/ / 10 gm i I N i' "-^---,, ' _ - _- -`' -- / / / / /, / ! , I ', ♦�- �'`-/111 I 1 �- . / / 1 J �. Z.3 —---_,-.----11--' -_" -- ' --�` — — -,.� - "' //'/ ; : ' 1 r i -.,16- /'/ ' \; p j REVISIONS j ...-- ... \ i I / / .....'"...-- .... ,... / / z / 1 ow ,,,,,, ic, . , ,... „.... ---- , , , , -- , , , , , ,„ ,, „ , / / i 3 o -- '" ;.Imo-=--— — ....•- --- ` "�-- --— -- J .- / 1 I / �Z.� �v, Lilrll a - --+ — tX ."P' r■ —1 X —x X X� x _X-.-X X X _�.--ex x-_ - `X x -� --X-— _ =�_ xx -�_.�- X�-X - x,-==g � .77.----.--:_is � y r WET WEATHER EROSION CONTROL NOTES: o p.-� r.... i`�•` �"� T — — — — — �'' I� —� — t ;` ' " ' ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER SLH KDC - / . / / \ .// t t VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN DRAWN BY CHECKED BY u7 SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE CONDITIONS USING THE WET WEATHER N. \- EXISTING SLOPE EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN PFI SUBMITTAL BASEMENT STATUS g NA ALLLAREASTEXPOSEDOTO WATERS FLOW OR INUNDATION:RFREE-FLOATING MULCH ISHALL NOT$EI USEDLIND 02/26/2018 AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED DATE a PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDSill , RUSHES, OR SHRUBS. ALL MEASURES AND Li 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 50' 0' 50' 100'CD VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED to °D ilinill 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. ,, SCALE IN FEET EC -1 . 0 c., .. u°. .2018 OTAK, INC. o If this drawing is not 22"x 34",it has been a_ reduced/enlarged.Scale accordingly. Otak iA 1 \ ' Otak, Incl \ 808 SW Third Avenue, Ste. 30d \ \ Portland, OR 97204 \ 1:-:-Ir•'"'"'-'--vt)‘ 503. 287. 6825 \ \ www.otak.com \\ \\ I��111-.--.' D PROF/ \ !+� 91573PE 9l\ , ‘1,S _;•' __ , -:::t NGINE_ ,, \\ -01. �/ - PRELIMINARY \ Std ��' -. � / s OREGON co \ f� �.y�' © 24• �- SAT 1 3, �0� �� 0 .. ' ' LEGEND :'/ •---..------- w-__ --- - '�--240-\\ , maxAw.-- --- _I EXPIRES: 12/31/2019s� - -`'`- - 238 - \` ` , LIMITS OF DISTURBANCE = = MI STAMP - ,161 I __ .34 Allk 4� 23 ��~ A * '-�r- - I\ _Ain - _-- - ��` 0r2 EXISTING CONTOUR (2 FT) _ _ :� i \� wwwC '' 232-,./„.\-- \ ,j ;` -__` __.234. " --- _ ___....---.1-------- _ ° � - EXISTING CONTOUR (10 FT) - — -270DBG PROPERTIES .230 o , ;,. F '' ___ --' 2' '�' _ w_- �'1rit--1,,p-l � � _.22s �"- SEDIMENT FENCE TO BE —x x x x At _ �`'- ::::: IT:f -_---------- __-__--- -- - �*� 111, ► _ - . -._ ., _ •ZZ INSTALLED PRIOR TO GRADING) "..- -- \ '�'` ___ �,��►'� - J _---"z2 _ TREE PROTECTION FENCING o o \ . \ w` -278._ _ y --- r ` / _c, ..- .-- \ ` \ www - �-__ - -20 ;!:r41:14 �`., "�' / _-_-' *. . �► U STORM DRAIN EXISTING CONSULTANT NO PARKIN . ` e4 w `ww \`\\ \\_w :-., _- --_-. � `+��I / ' 1 j t , � -_ 4 w1 r//•• \ ww ww `` www •-..224--w ______ __—_� �'= ",7 !► ' *fit �t'"— ' �•f `-___ ---_ - ' ,( :.:. -; _ -- •• y `-, ~ CATCH BASIN WITH INLET NI,/ �,4�� �a�� \\ \\` www \`` ♦w_w w� ` /_ • tr •i.>�A / le - _ `.2�� W \\ �� . --__ www -___ — ?-___ ------ t�,r r, .-- __,, t __ + _ t' _ W PROTECTION)(EXISTING) %%' —\ ww_ ww www_wwww12 _ — —_ _—_— — . " . ` / +_M \w �/ + _ -- �+� L1tk �//''��/ �`• ' . \\\ w `\ www wwwww-wy -� -��~ •.1 \w\ �����~ wi o l�� _ � ~�--�', V J1 • _ -• _z? _____ __ " •-� TREE TO BE REMOVED ki ..„ 1 ::. w \w `\ ww8 ic;5 , . .,..__.. .•., __ ' a' 1'• x( www — - _ j1 ! .a �( +`+ V.. *Vol' 1 / ` w \ `` \\ \\ ,,�� ` ww+-- w •zr8 -~ ' .� _ - --- -�� _ +- - r-,-"� .Z .fit-� ;. irter / - yam 00 /� \`�_,� `w_w \www ,\ j�a ww _w__rw rQ ww_.` __.�.-..---` `- ���f . "J_ ,, w`_ T _ _so..., -,�'^- -� = +�='��T \ -_ \ • r► w -z '� 3- 2 s/ SII . �: •' - .PF -.e,1�~~ ►+� �''�� 4 ia CONSTRUCTION ENTRANCE ` Y t 1 \ �w. w``— www \w- - www _� --_ -212.N. + ,,,� ��, _) - - ___ --_ _ "-007 __ -- DRAINAGE FLOW DIRECTION M+ _ w ZED._ -�—~ .. i _w��4 + _ -- ~ + LL f r www \\` www ww r�/}p -�+w- ~ - -- ♦TS• 47:7_, r{`� s ^-~_- �,-- 4` -w www \` -_ w` `GVU'- ~www- _____ �....�.r• ___11":1.,-....1:-,3_,,,,_,,, _.- Id) �r ��' - �+ .• .... .. I I, ' www\ \\ 2Dsw - - w________ _ �✓,I'�•; ��?'�____ R'�.. 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SLOPE EASEMENT PROJECT BOUNDARY 2—• 1— -__ 1\ J 1 '\ IX 0 I14 ' zco 2 0Z LLI CL o- o --1‘ \ U) 121 E- ° 0l= z Et 00 Q W ( w PRE-CONSTRUCTION. CLEARING AND - 0>- °° J EROSION AND SEDIMENT CONTROL NOTES: CONSTRUCTION NOTES: LL 5 w 0 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, D INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. TITLE FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. # DATE DESCRIPTION a LI INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, xx UJ iii STRAW WATTLES, OR OTHER APPROVED MATERIALS. 1=1 INSTALL SILT FENCE PER CWS DETAIL, SEE SHEET EC3.0. to 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ji INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0 ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE o, PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 7 o 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME N ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE "DRY WEATHER" CONSTRUCTION. "WET WEATHER" KEPT CLEAN FOR THE DURATION OF THE PROJECT. N. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN REVISIONS 0 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND OCTOBER 1ST AND MAY 31ST. a RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. U 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON ANY FOUND SEPTIC SYSTEMS, DRAIN FIELD, EXISTING WELLS AND UNDERGROUND OIL TANKS PER SLH KDC o APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. SUBMIT DOCUMENTATION TO THE CITY. DRAWN BY CHECKED BY N Q PFI SUBMITTAL 7. CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE. STATUS 0 WET WEATHER EROS I ON CONTROL NOTES: 02/26/2018 ti ru ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER VEGETATION NOT FULLY ESTABLISHED DATE a 50' 0' 50' 100 SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE 17052 E CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND PROJECT NUMBER ti MI DESIGN MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO SCALE IN FEET WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE ,n 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 ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE N EC1 . 0 REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF ©2018 OTAK, INC. EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. o If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly, LEGEND : CONSTRUCTION NOTES: GRADING, STREET AND UTLITY EROSION AND SEDIMENT CONSTRUCTION NOTES: Otalci LI INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. 1. D SED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS All 6, LIMITS OF DISTURBANCE MI MI MN NI MI TEMPORARY SOIL STOCKPILE OTHERSEEWISEUAUTHORIZED: AREA (SEDIMENT FENCE 2❑ INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.O. A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE EXISTING CONTOUR (2 FT) 268 SEED MIX. Otak, inc. REQUIRED AT PERIMETER) LY:-- 3❑ STOCKPILE LOCATION. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 300 EXISTING CONTOURFT 10 ( ) - - -270 1. DWARF PERENNIAL RYEGRASS (807 BY WEIGHT) Portland, OR 97204 4 INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. 503. 287. 6825 CONSTRUCTION STAGING AREA 2. CREEPING RED FESCUE (207 BY WEIGHT) www.otak.coml SEDIMENT FENCE (TO BE -X-x-X-x-•- C. STANDARD HEIGHT GRASS 100LB./AC.) (CLEAN ROCK PAD FOR SOLID & ❑ INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. 1. ANNUAL RYEGRASS MIX(4XT(MIN.Y WEIGHT} INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, 2. TURF-TYPE FESCUERASS (60% BY WEIGHT) '3ct.D PROfF��, TREE PROTECTION FENCING p p AND METHOD OF CONTROL AREA) /////// ❑ INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. (4�GIN�F'P /may 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 91573PE r THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. CONSTRUCTION PARKING AREA k k x PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.0. PRELIMINARY STORM DRAIN x k k x 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING ,s,�AOREGON ,� (CLEAN ROCK PAD) x x x e❑ INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. o CATCH BASIN (WITH INLET g WITH APPROVED MIX AND APPLICATION RATE. �' T 3, ' ,� "'� s INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. 0• C H"- PROTECTION) ❑ 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, STRAW WATTLE SLOPE • o 0 0 0 0 0 0 0 0 0 0 0 0 �p PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING WOOD CHIPS, OR OTHER APPROVED MEASURES. I EXPIRES: 12/31/2019 I_ CONSTRUCTION ENTRANCE PROTECTION BMP *���4* STORM DRAIN. .,�~ STAMP 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, > > CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER DRAINAGE FLOW DIRECTION SEDIMENT FENCE FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT OF THE STOCKPILE. -s J (TO BE INSTALLED AFTER GRADING) MAINTENANCE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION DBG PROPERTIES CONCRETE WASH AREA DiniA'FQ t 2 INSTALL GRAVEL BAG CHECK DAIS, STAGER ON OPPOSITE SIDES EVERY 15' CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES, SLOPES EXCEEDING LLC -�- DOWN DRIVE AISLE CUT. 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL i iN- 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE CATCH BASIN (WITH INLET '!<,,, SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT "DRY WEATHER" CONSTRUCTION. "WET WEATHER" 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. Q OCTOBER 1ST AND MAY 31ST, 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF H SEDIMENT AND SEDIMENT-LADEN WATER. U 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF D THAT CAN ENTER THE STORM WATER SYSTEM, IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' CZ FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. (n PERMANENT 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS Z SHALL BE PICKED UP AND DISPOSED IN THE TRASH. VEGETATED SWALE LIMIT OF CUT/FILL O 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN- OFF INTO THE STORM WATER SYSTEM. ) 4 #e 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. NQS .% � ;;*% 1 6 .Ori ;�""a . 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT ^q��1S I- ,. $`-_.. © INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 6 •` D Z, '•� ° ° Ra • PROJECT BOUNDARY III a EROSIO \ AND SEDIMENT CONTROL BvIP Iv1PLEMENTATION: 05":/' J' - -oto TooL 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE �,ud�, �,: 5 8 �y IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 1\ 11 0.'7:1.- 5 8 111 1110 + ; , _ _ li t ., °,<°,.• -711171P11%?,,., " " 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF � ��" - "'°_°'°`° 2 °"°;a+° 0 ► FINISHED GRADE AS SHOWN ON THESE PLANS. 2 i•-• ix z rxo-iiiv- - /�%`...„6, , / " ,\ ° Q N� • "" s 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 4 W i • 230 ° 1� l ;r ti,.,_ ,�� , �� ' W , i s__-;\.+0 .\ ,,•# ;yt +moi . 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND II © /s" � ��� ie�.- ii - -- • _ . ° eo , • �'r ! 'c.""� SITE PAVING, Wa. V. fY El *It * * * x * *�* a -� �` �� ` , lei �,� �' tri;:i. ....._ 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. a Q 0 CI) ct .....„ ,,,,,,,, - ...-- ,.....--........--- ,,..... • • A., . ,--.., 16 0.- I__. ' # ''N''' ,,'"„ : gr .:,:,..,, , _ _ , k_.viiii. rojois , _ ..._ 1.1):k \ '' U./9F/' ' - I lik _am (cj CO z 0 v ....i.„,;*i�� a _is i* �"� t ■"'w�a� • u u ° ,x a o . 0. ----;,1,:;07- ye AI& - �.. �to 411. ,t r/ - . - ---- __ W �QrIR� O bett , ,.. •. i i fiat 'R°� _ , o. ile 7 1 �o�__. . �. LLI . (/) 13 7� ^r T _ o.Oi� O °° i _ iCt 14.-Pc ', t '1�ft / �!r(1.1.- 4. n .�� W I- .1 - ` * �� ��Ya�o2�Q° ,� . lt• .+r� ..� wr -. y4.� �._.P- �'��I,® 4o J ❑ Alo ice_ +l ,37r 4.,\ IP'q' , „ b . le°•• " ' V� r,,tit \I - ♦ ar s ;. 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Ogoerilligel ' In - - -1-2L-- - iii _ _ ,........._ _ MU _ UJ � - r .�N 1Y •t,!Re.O_ ! * �� �•� .j:;:j:::_ ,, ��(. pip r�l .... �-` N " , ►.;p\ • t it•V:..�• j _ �1,.;.�/.. .nr y. .:-: :T.r'y� .. : . •w...o.. 4.n Wmocturistx. "yq ��� o �r moi!?�* - -1. V l'!\47: :'• ��. _ y ` ,11rl '6 XX.I.----"2X`"=••---X--- -"''''X''''"=;--X '' o .* X X X X X X X x �G�� X-j �LX X X _� .X-a -� -_ _ x__�- X X X X X X REVISIONS 7 - ¢ tIVL 9p. ...c° 3; riA \ -- s. o �,�-__ SLH KDC N IIII El 4 DRAWN BY CHECKED BY N. N. PFI SUBMITTAL - UNDERGROUND STATUS \\\1 10 DETENTION BASIN 1 "( A 02/26/2018 4 DATE a_Li I \\., f 17052 E PROJECT NUMBER op v Lei .A . E, 1 60' 0' 60' 120' E C2 • 0 N I t rl-----5„,..,1 SCALE IN FEET ©2018 OTAK, INC. a If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. - 1 LEGEND : — — GRADING. STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: Otak _ , ... .... LIMITS OF DISTURBANCE TEMPORARY SOIL STOCKPILE 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS �� IL THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME OTHERwlSE AUTHORIZED: EXISTING CONTOUR (2 FT) --- - - - -268-- — — - AREA (SEDIMENT FENCE A. VEGETATED CORRIpOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE Inc.REQUIRED AT PERIMETER) "DRY WEATHER" CONSTRUCTION. "WET WEATHER" SEED MIX. Otak, EXISTING CONTOUR (1 O FT} - — —270-- —' CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 300 CONSTRUCTION STAGING AREA OCTOBER 1ST AND MAY 31ST. 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, 08796825 SEDIMENT FENCE (TO BE —x x. x (CLEAN ROCK PAD FOR SOLID & ////////, / 2. CREEP€NG RED FESCUE (20% BY WEIGHT) www.otak.corn C. STANDARD HEIGHT GRASS MIX (MINI. 100LB./AC.) INSTALLED PRIOR TO GRADING / _ 1. ANNUAL RYEGRASS (40% BY WEIGHT) HAZARDOUS WASTE, FUEL STORAGE, "11111411rj 2. TURF-TYPE FESCUE (60% BY WEIGHT) ,ccrc' PROFFs��TREE PROTECTION FENCING p p AND METHOD OF CONTROL AREA} �O1NF o R y i:1 I 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR ' 91573PE 9' STORM DRAIN sD CONSTRUCTION PARKING AREA x k k THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY k OREGON (CLEAN ROCK PAD) x x y '' k k '� •* 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING sFA o`� CATCH BASIN (WITH INLET ID /f WITH APPROVED MIX AND APPLICATION RATE. ��� T f 3, 2 ic)�� PROTECTION) a C H\ - STRAW WATTLE SLOPE • o000000000aoo• 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES, EXPIRES: 12/31/2019 CONSTRUCTION ENTRANCE t!=!=!=!% PROTECTION BMP — — � � �� STAMP t� •� 5. STOCKPILED SOIL OR STRIPPINGS SHALL HE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, DRAINAGE FLOW DIRECTION SEDIMENT FENCE `. , I STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER r —14 jThi-1:1-1:11-,_ (TO BE INSTALLED AFTER GRADING) ; l A` OF THE STOCKPILE. _...: ' 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY S EDING AND IN R DBG PROPERTIES t / E MULCH G, E OSION LLC CONCRETE WASH AREA WASH :. / I �� '� CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING -�- * " . ' ' f 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT FILL - - +iri, : ' e ', 17/ ' CATCH BASIN (WITH INLET ©� L•- o ° 1 ti 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE 4,.:700s. 0 / ,�/1/ SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) ,.r( •,aT ° ° , •',� , 4 TYP. •� a� o +, ��I '' 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF 'k'� Z ° o THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BEo'" , '` / °oo �, ' ' REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT 40"LIMIT OF CUT/FILL � - - ,• �� ;�. /„ r ¢ Z �� ry ;j .'' �, I 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. O ... !. ' r,�, ; '� R ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NI NEEDED, . • '! _,,,;:.*---• �� if a:+ ° o ` I1 R , 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF I— r i 6- o i ' SEDIMENT AND SEDIMENT LADEN WATER. U / k :OUND'r11.--.-.* f 71 „041,40. % / r . o ° / 11, AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF D /F Nlo,, ' / . � ' ''� .� ' ° THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' LJ. I i r' ' �� r °° ' / FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE I— ____,„-, '\4..,- /0` r- f i y 1 / WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. r r r., rsi ,11r4;,!, i -4411 ', i i - ° iraii: 12. SWEEPINIGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS Z PROJECT BOUNDARY / / V •k-,\ 61,/ A , _i 2�� i 1 1 0 SHALL BE PICKED UP AND DISPOSED IN THE TRASH.+Z d 4 - -' ,/'�/ , / I r 0 �� ''� �' i ' I ' r ° ° ///ik 3: 1 Of , 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 1 / / �,,,, ?� ° i:// / 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. / °° ,I +�rr i ! �` o r 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT CO F— / ��j ��� o ;� �f l,� + ; 1:E: o I / INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 6 o - o / , I © ; ' J a ( �► ° �' r f� # t, i Y r `Y ---1--- s � r_ ti j ala►®i ��' o #,^' 1 , � `,, . I Z — �,' /' • o �;, / 1 I 4.1\ : \ If : EROSION AND SEM/DT CONTROL 3MP I APLEMENTATION; i Ili ' � t' >' '� n q ° i i il) ht,I 'I 1 i : ii d, 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BEE 7 ' 0 'D. ' /� ' d? ' a i !N PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. L �� /` ` /� 4.%, / �1 ,.. , ' / ' ' T Aril'�.:°,�°�° , / r� , 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING) SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF y4}�,� � r / , lowy 5 8J �� 0....„0„, ' , - / ! FINISHED GRADE AS SHOWN ON THESE PLANS. Ce F— _,..,_ Q* Lu * e- ,� / `` ; ..... '� �� �,.Aid . it iii, : ,I ;:` ' 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. z c W - ,,, lit7%:: ,PV 3 /; ' ;�rIltior:.•ole, I� ' 4. THE STORM WATER FACILITY SHALL SE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND (�lir ' • _ .,--.."‘ moi'.: © / /I % q• .�I a' // r ,' `� ; ` T,; SITE PAVING. L€J IZ ' . TYP. / / rat �'Y' '' r TYP.�' j>' y-,4i' ) / / / i , ill / —I iv • - 0, ,. ..0.0.e..;0/ ‘ \\., 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. O leg. A 0 ---- ":" 1"-x* -' ''' ' ...--\ • , ),-,11 1E0. ! v , , 1 - r: , t 11 0 0 \i‘ :.'ilyiliiiilitifr I cL z wt." - . , '. ----- ....,...-.4.- ..w.......,=- _ 411, 11.1„ • , • 13 < 0 a 0---' ''PAr./11 -IIIP1,12111ra;),,?-- vik / , - , I --- is ‘ iigfr\ , \, j., i l'' 4111Iblk , , 0 . 1 ir; , "alc_ ,<?:101-141t4 -'----. '''' , ....,0" 1 PPr 1 / / ral T • °1,' I- OP ' .' / • % I Ilk ‘1 ) /1 i ii • 1117),./ 1 0 % ..� °; 7 •, /,;; CONSTRUCTION NOTES: — o Ct _ \-- ----: o 1LL Uw U O ,5 w1- - �- € - Et , "� De -�� / ,' liiii:41./ir I1 INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. ° ° 1 / / TITLE 4 N ° / �p '- - r r ;, 2� INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.0, ,y.�D Nv ._ G ° �p - ° J� • //// # DATE DESCRIPTION w Ili ° ° _�_ _ _ °* *� ` r ° ` 2oa �� ° " - -V�V o° 101 I i j \II i,a ' n �, 3❑ STOCKPILE LOCATION. xx �_ �� r ; r r;'r' I 4 TYP. W 206 .�- r ,,,,,,„,..v ..., 1 +''0W _ _ r i1i!�! a INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. r - 1F204 i I I I \--,. ���,! irm 40( ��irr��� ' III ! I a INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. y a TYP. I ,' I�4i* 1' , 4 ti LU _ N N �.r / / s INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. N (/) I - I• f ,�• �', CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. �/ '6 ! ! err 1 / I C PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.O. - I 1w 202 ' ' I. .,c r. ' .. R`� ,` .gitEr ` "' 1 _ r REVISIONS o f'7~�' "'��� ' • � r p + �/ _ !' �i� I INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. U I ---0� . / - U / ' � ,Ae 1 . / .. sou 7 J /1/4(17 lI s _ _ — ,� t+� �� �� / i : ,� -a��: ����� I INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. o =�1 Sd _ , ru _ ! iflS MI �� I ` •�/� ��i _ ,:.Vii. , �' SLH KDC N +�40 . - — —SSd ____ S5d , +I �� - 'IAN •ir ti . ar,at�11�:�t I 1 Q PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING DRAWN BY CHECKED BY — "';�. - L. :� 1 II�Wu - 'Z__ ►�Nt ! STORM DRAIN. v '- - - - - - - �!� IM.��: - °_ � . . _►-� ��o - ,,. ,•,,. �° ,, �� ��F—I a . PFI SUBMITTAL Bk- ... . ., � � :moi, � yr �I � �"��uE:#tE3B8AIM—�ERfl3386S&Ef#ks�®��� � f 1� �� � e .�.��=• ,i 1 1 STATl1S .. 4. fli*..,...,.•::..:,:•.:.... . ���� � �� ❑ CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD "` :_,; 44�: . : x -' = ,!� �; °+ _ ' FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT 02!2612018 8 -�� 1 s~ ��rMidi //I MAINTENANCE. DATA x x x x x x xx xx ��. 1�Egir a '- °,j 12 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' 17052 E , imi Air 10 �� DOWN DRIVE AISLE CUT. PROJECT NUMBER TYP. 6 © TYP. 60' 0' 60' 120' c, 67.-----li.....i E C 2 • 1 ,,_,_ o SCALE IN FEET ©2018 OTAK, INC. o If this drawing is not 22"x 34",it has been reduced/enlarged,Scale accordingly. Otàk _.........„„,..---A iii,, Otak, Inc. 808 SW Third Avenue, Ste. 300 FOR FURTHER INKIRMATTON FOR FURTHER INFERMATION FOR FURTHER _NFCEEMATION Portland, OR 97204 ON DEMOCHAPTER CRITERIA SEW ONH DTER CF CLEAN SEW I CHAPTER 4 OF WATER 4/ 503. 287. 6825 ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN MATER � CHAPTER 4 OF CLEAN MATER SERVICES EROSION PREVENTION SERNCES EROSION PREVENTION { / WWW.otak.corr AND SEDIMENT CONTROL SEp�IT Cdfl!!OL ``� �� I I SEDIADIT CONTROL �Nt /�r PLANNING AND DESIGN MANUAL PUA I IO AND DE91G1 MANUAL f `j,) 1 i. i UNDISTURBED PLA/ IG AND OESEN MANUAL. �a( 5`'PO ,� / SO ��' 1 PGGC� ,I• PP'_ - .e--:4•.. 9�' /� ,:a:. Q::ya•_.°:�''aD� • �;� ' 4•:- It RELIMINARY .7111 „ l+, 4rI - p •,(!' _�`��:��. f....„ _� /// n •o- fl4' :4��. . a Q. • s� ORI=GON ^0• l,t' �� �, / RADIUS - 25' MEY ' DCK�`0 1111111111111111* J - iEllll ��^ CLEAN PTT rttlFl CR r- e' CLEANRopc A; p P �0`���oc GE -sc' 4. MINIM t2" OViRLAP DRIP LINE ��� �j�t�lll�l� P \0�� SSE PIRES: 12/31/2019 OF 40 SEMEN �� 9tlBORADE REINFOR fT �I4G� , STAMP + 1� - + . +++: + + • : + : : + �, �- 3 6' DOMESTIC STUD TEE e� MK + r + ++++++++++ + +•+ +•+ CULTNATE 90r. CREME FURROM5 i }++• + }•+•«•+•♦•« +•+•+•+ « • 4. I POSTS, ZIP TIE ATTACHMENT PERPENDICULAR 70 SLOPE DEPTH i ,r • +• a •+ • , +• +«• + + + + ++«++++ ++ ♦ +}+++.• 10 I (3) PER POST •24' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL DBG PROPERTIES 4 • 4 • 4,' •• • a • a ++ •+ + + + tik • + • • + 4 + + + • a + + •+ . + •+. +++......f. - ...-•..••+ • . 4 • + • • LLC + + + r r a + : + a ENTRANCE CURB RAMP i•a 4 • a 4 4 a 4 4• 4 • 4++• ••++4 +•+ ♦•+•+ + - • ♦ +•+ + + TYP I GRAVE,. COIISIRUCRON ••+ + + •+•• • + • • • • + • +++ •. + + • + + + +' : + + ++++ • + + + + + + • « + . • + • a + • • • 4 • + + n 1 n n II n I ii. a • + + « + • • • • • + 4 • + . • • 4 • • • • • . • •+ . r 5' CHAIN LINK FENCING ���. a•a •a•4.4•+•+ + ! +•++'+ • • r • +++•-4••4+}+ +++++•++ ++•++♦..* +•. r ,. ••• +••••••••+ • + + « • • , . - • ���'�������r�����1���� { 4, i ,-.•• PANNENT •••+ • • • • • • • + • • • • • 4 a 4.. + • • • +« ++ + + • •+ • + + ♦....�.♦..'�+.*.. ♦..�♦..,..♦..� /� - a - - :._.f- + 4 • • ♦ + ♦ • • + ♦ + 4 + + ♦ e « ♦ + 4 • 4 ++ }• } + a*+• 1 Ir./ I► UNDISTURBED 4 , 4, r•r• •+•••.•.4 4h=he •+ + + : +•+++ -++++ ♦+«•.4r+t4 rf + + + + + + + + +: , • ► yr�,r� VE�TATI�I ,•':+''.'• �' i w r•,"✓ 4y+ • • 411.1 • 4 4 ♦ .- •• • • + + + • 4 } + • • yl..j'---• :....7.......- NOTE: +++•• + + a'+ 4 ••a4, • + a4 • + • •. 4 a ♦ 4.4 •• a �4 • a a++++ .:9''. 7,•3 ; "'L� -r'+ + + + 4 • + + 4 • 4 + • + + a • + ++ 4 4 . + + + + I.' :,,.:. I'/�N/ 'O✓I'it��/,'/40.11. -_ + + + + + + + + + + + +•+ +. . +. +'+ + + + + + + + + + '+�. �.--±`�-�; r ►S` / �jQj lj��j��j ► + ,:: : •� + i « 4 ♦ ia •i ••i+4 ♦ •,. +•}•} «•#•4•• 4•«•i•« • • ♦ 44i ♦ 44T +•« �.. CRITICAL ROOT ZONE - ���.i. I SIfaALE /,, / / / ;.+.-.r_'z • " ��R 1 11T1�-�llr !I • .�=moi+♦a1 ■..:-...•-":u:•^u-Tq+ +I I 1t..=1_''11 '�' "'"' \i� l�•� h:'y?1 `� //,`/1. •. :1. y CONSULTANT = �� � TO BE PROTECTED I j ��� . ;;t +1' w t�1 ,�•_ <<41 ' •Hid ,.A `.•.�-- •wV - -+ N ooNln�oL R EXISTING TREES TO REMAIN (PER PLAN) PROTECT WITH 5' HT --vi-i. lit+' ,,lien., ��' `�� .og' USE DOZER TRACKS GROOVES NOTES: TOE s CHAIN LINK FENCING AROUND DRIP LINE DURING CONSTRUCTION 4,,f+ �'l !� •.. : . PLASTIC SHEETING r►+� ,, I ' _ PERPENDICULAR TR) SLOPE 1. THE ENTRANCE SHALL BE MAINTAINED 1N A CONDITION THAT WILL PREVENT TRACKING OR FLOWING NEITHER TOP SOIL STORAGE NOR CONSTRUCTION MATERIAL SHALL �� OF SEDIMENT ONTO PUBLIC RIGHT-OF--WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR �• . � `- � --4 \ CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. BE LOCATED WI THIN THE DRIP LINE OF TREE. FENCES SHALL BE 1N .:�♦ * 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE PLACE PRIOR TO BEGINNING CONSTRUCTION. ADJUSTMENTS TO THE . �: - , ♦ THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. !� r 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION L OCA TION OF PROTECTIVE FENCING MAY BE REQUIRED TO COMPLETE ♦• •d )% ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED NOTES: • FILTERING SYSTEM. CONSTRUCTION OF PERMANENT FACILITIES. __1• �_' 5. DIMENSIONS 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. SINGLE FAMILY 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. _. - 20' LONG BY 20' WADE 8" DEEP OF ," MINUS CLEAN ROCK. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON TREE PRO I LOTION DETAIL �I COMMERCIAL ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. r c 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 es CAT TRACKING Cleanwater Services CONSTRUCTION ENTRANCE C3eanWA'cliCtr.Services co DRAWING NO. 810 REVISED 12-16 DRAWING NO. 830 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 III CO Z J W Q i- 1.1 FOR INFORMATION IA SEE w GN MEIN CRITERIA SFE CHAPTER 4 OF CLEAN MATER MAY BE USED SHORT TERM __._ --� 1 CI SERNCES EROSION PREVENTION W/ UTILITY WORK AND W/ • AND SEDRENT CONTROL ANGLE ASSURE SOIL IS TRAPPED PLANS AND DESIGN � PHASING OF DEVELOPMENT i \ p�e�!_c 5���E:,�, I 1J . ... _ ., O I y �� :w •.. .4 *s"e ~�r: \ Jr ( - - I uilu'siu;` iii dial; I' ,ti.ry .� V r:- .�f!. .,I}- __-:-_ _. llillrlill -i1ri: 1 ,.v.'" �.. � FLOW ''.1 ' :,,. .. 11/11II1y1• • _ - 4 ,) II -,il <1\1 R g11r, Yi \ \ \ O ~ .�� II1000 STAKE ,IIIIIJIM t i si IIIA'' 30 ("PI ;yi:°':rin, I� ualxr ] ■■ I PLACE WATTLES ALONG SLOPE CONTOURS. \ Iuil yflE rl(I Irru = --_ - W J z „ rrlr D3 till ;. -4.. WCL PROFILE , 1 ..11, 1,4,, .m0 _�.... IOC( J NOT TO SCALE I • I.rr=sem• =.,;� -• f -5 _ 0 0 INTERLOCI■D 2"x 2' Ij t=��ie.:Se°' �/ U POSTS AND ATTACH PLAN VIEW A & ,%-&-! ta*. .�° =__ "; 0Z IC NOT TO SCALE �' `N., sa crrr) F AREA DRAIN ¢ Z MEAT STRAW, ME '7- � ' CATCH BASIN ❑ U_' 0 STITCHED LOOPS :, .4 . GRASS STRAW, •,rKc,`.k=. `w.'"•i‘..1.44,-'+'+;'''^t.4"w''- STAGGER COCONUT OR T.t�- .'i.a;, -;`""33•.;;-•.'1,'1-" JOINTS ��yyyy����g�/�gy�pp WATTLES yam �.�.(. ?t i .,4^rr..• ., /w X JOINS D+ ELSOR f.AT ILES V eV. .;4•Vl'44•..F.:.:;i !•1 'igl' Z r + ' .a MINIMUM .r a ar�.��+ •���...r.4"' �'�11�'1111.IIIf V// OVER r>< 2• POSTS NOTES: I� r'x t t Jl,nt OO 0 FROM TOE SLOPE. o 6--', ,r•,,.c.:v: t FLOW u'nr, 1. BURY BOTTOM OF FILTER FABRIC 6" :# - W - O VERTICALLY BELOW FINISHED GRADE. :1:,111-11:1111'i'1:1 H _ '', w 2. 2"x 2" FIR, PINE OR STEEL FENCE 0 ° V ,. ` a I .rc•�- i fin ` 2'-01 4'-O POSTS. 0 L.L 3. POSTS TO BE INSTALLED ON UPHILL ° '� n,rw+rin ifi.w�.,.N Ir I,Iq� 0 SECTION _ �I,, iNlwl U. o w W ''' �� SIDE OF SLOPE. , o ir�llll FLOW /� ° NOT TO SCALE ;*NM �^ 4. COMPACT BOTH SIDES OF FILTER �I I4/� FABRIC TRENCH. a STAKING SPACING 0C '' i41I11lllll: lii . 5. PANELS MUST BE PLACED . 4' O.C. FILTER FAEtlC I ` ui,nwetll_L,.y.-.,'„ TITLE �13int-'I' # DATE DESCRIPTION 4 ACCORDING TO SPACING ON DETAIL �:'"ii, eii o MATERIAL SO" 1 NO.940 FLOW FLOW I o a �Q I 1 = II' 111' YAM ROLLS. ° -41111- ° Inlll Ilk XX `l' PROFILE dIl1 116!1! till !iii DITCH INLET PLAN VIEW Uhl NOT TO SCALE ° ° ,':. MR o0 OMINIMUMPMIO NOTES: g 1 _ ON UPHILL 1. STAKING SPECIFICATIONS: , ,•axe+ J ,••- •••••s*rv.•s:•.•.•.•s❖:o.:;•::.•.•:;••••••;•, 0 SDE 6" overlap of bags. I :•';:;: +•+•.•+•+:•+•+:•:•'•••'•'❖'•: •••'' ° a. 1'X2" WOODEN STAKES NOTES: a' «::+:• :•: :::::::::•:: ::••?+a•••: •. ••+•.•+• •:;4• 0 b. ADDITIONAL STAKES MAY BE INSTALLED ON 3 •+• ::+:+:+:+:+• +•.• ::::::.�.• ::++ FILTER FABRIC MATERIAL -c, •': • '•+:•'•'•'•'•:•'•'•'•'•'•'•'• •.•..• ••••'• ���'� DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR 1. ADDITIONAL MEASURES MUST BE w .•..:❖.•.,•.•.•.•..:..•:.•:.•:+:•:•�•• .::.•::.•.::s•. '.•: 36w BIDE ROLLS s`•' .:•:.:•:•.•:.•::.•:o:.•:+•::::•:•'.❖:•:e.•.•:.•.:•:+•:• HIGHLY EROSIVE SOILS. o -M : 4:♦ ::::.:•+•.•o+:❖::::+++•«:•+•«••:•:+•.•+•+:o.•+•+•.o: CONSIDERED DEPENDING ON SOIL TYPES. .:s•.:•s s a.::o o•.•s•.•.v.:.v;.;:.:::oo.++�:���;�•� fl 2. SPACING IN ACCORDANCE WITH DETAIL 940. •.•+ +..•.:•.•.;.;..;. :::�:;i:::::•:::s� :i; 2. B 10-FILTER BAGS SHOULD BE o `�+•• ;:•'._':•:-w- •� ° \ 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR 6" I fir.+ ♦�•r �• �� •N / %f OTHER OBSTRUCTIONS SO THAT THE INSTALLED STAKED WHERE APPLICABLE USING (2) WATTLES WILL HAVE DIRECT CONTACT WITH THE PLAN VIEW SOIL. 1"x2" WOODEN STAKES OR APPROVED EQUALREVISIONS 0 A . II NOT TO SCALE 4. INSTALL THE WATTLES IN A 2' DEEP TRENCH, 5 Q -1' 6'MAXI RI) SPACING - FOR FURTHER INFORMATION INSURING THAT NO GAPS EXIST BETWEEN THE --e. - ON DESIGN CRITERIA SEE SOIL AND THE BOTTOM OF THE WATTLE.. THE 3. WHEN USING 30" BIO-BAGS TO FOR FURTHER INF❑RMATI❑N n ❑N DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN MATER ENDS OF ADJACENT WATTLES SHALL BE PROTECT A CATCH BASIN YOU MUST SLH KDC FRONT VIEW sERNcs EROSION PIRErvRTIDN OVERLAPPED 1 FT. MINIMUM TO PREVENT CHAPTER 4 ❑F CLEAN WATER v AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SHALL BE SERVICES DRAWN BY CHECKED BY NOT TO SCALE PLANNING AND DESIGN MANUAL. SEDIMENT PASSING THROUGH THE FlELD JOINT. „ EROSION PREVENTION AND SEDIMENT CONTROL o OVERLAPPED BY 6 .N. PLANNING AND DESIGN MANUAL. PFI SUBMITTAL o STATUS a ti INLET PROTECTION02'26'2018 SEDIMENT FENCE S S WATTLES aeanwater s v S DATE TYPE 4 17052 DRAWING NO. 875 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 DRAWING NO. 915 REVISED 12-16 E Q PROJECT NUMBER rn v co 0 N EC3 . O 0N ,a) ©2018 OTAK. INC. o If this drawing is not 22"x34",it has been d reduced/enlarged Scale accordingly. Otak _ _r",1,41L FOR FURTHER INFORMATION O t a I(, Inc CLEAN DES10N CRITERIA SEE CHAPTER 4 OF EAN WATER TEM:ES TREVE]rTION SLOPE TO DRAW SACK Tfl WASH Er ?r 808 SW Third Avenue, Ste. 300 AND PLANNING CONTROL MANUAL Cm) _ _ �•1 I•'— :Gloi3rtN,lein:, OR 97204 . 2$7. 6$25 \ J Iw.otak.corrs. ---�` •--• * IFfllNOUS RUN OUT ACEI OMECTION OF TRAVEL �4� � J/Qii, :• ORME To DRAW TA TAM R y91573l�, PRELIMARY OREG71 . S--TV I �I- SAT �� Q4� SCAM) I f a 1 VW I i CH 11-4) .5::::::•:.. ..�::.�: ,•. -__- I EXPIRES: 12/31/2019 _ .., . _'. :. --= PLAN VIEW _ STAMP - —F _- i\ �� Lr n-:-L,_ DBG PROPERTIES BAOS LLC PLAN VIEW osFRLAAPP ernicAL, D -OONIRACTORSUPP TO MASIE NTS (WHEN REWIRE OSEICIION OF TRAWL N111EI1 SUPPLY 10 MITAN 1r OF WATER AT All SES I ENEMA GRADE �p 1 +TYP. BNIFILTER BAC OR C '� ...1-1, APPROVED •.•• �.4. ...e' TYR T. ALTERNATIVE : IR 111 F I (WEN REQUIRED) =r: -.,•, .. 1>r GRADE �;V:::.:.:...: *i I *.' *. 8) CONSULTANT -'411=-41:!;:!;:•;:•;:•:..•-•&=!-. s'hIN. . -. II' li' CONCRETE p TARS lir 0.C.TART WAYS 711,;:•:..44.4..4...4..::•.4.p.,:.4.4. • :=• • • ••:•• • •:• •• •:'• lI: CRUSH BASE COURSE 1L. . _ /...:•..:•;• • i�i"'':;k. •.:. . =11. 17411;;,..•::•.,:•,,,:•.:•........:0 r-r-r-r •- 411=11- !=Ii uu a uE=Vit'=1P 11lI lI :I1:,ll:, TER FAeac �'1=7117411=11=11=H=.1=11=117=11=-"—,11: 11=15 ,11-1,1/1=41_ ." '- AE MEOWED NON-WOVEN GEOTEXTIE PROFILE PROFILE NOTES: 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FDR FURTHER WlQ1SIATION NOTES. AS NEEDED TO PREVENT TRACKING FROM TIRE ON CF OLEAN OMEN WN A; SEDIMELADEN WATER MAY BE PIPED TO IAlt EI IIMMI minernca 1. 810 BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. AN APPROVED SEDIMENT TRAP, 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING (2) 1"x 2" WOOD STAKES OR 2. USE GEOTExT3LE FABRIC WITH AGGREGATE FORA PLANNING AND 0Es I MNIU L APPROVED EQUAL PER BAG. TEMPORARY TIRE WASH. OUTLET PROTECTION RIP RAP C nWater TIRE WASH-(DRIVE-THROUGH) aemwater Services DRAWING NO. 820 REVISED 12-16 DRAWING NO. 870 REVISED 12-16 CIO 1111111. • Z W Q F- 2 W oii— _J Cie 0 < zC° F"'" a. f WCL z Q o0 0 F.; Et U Cly W z z ❑ O J H � o W ° 0 0 Ct w LIS 0 w TITLE # DATE DESCRIPTION r▪i(D XX LU Co E: Z 0 0 C co 01 0 a 0 U LU cv In 0 r-- Q, REVISIONS 3 0 --a- a U a SLH KOC 0 DRAWN BY CHECKED BY N .C7 o PFI SUBMITTAL o STATUS 0 r- m 02/26/2018 ET' DATE eL J 17052 n PROJECT NUMBER rn v Lo co 0 N c7 EC3 . 1 1N U- ©2418 OTAK, INC. a) o If this drawing is not 22"x 34",it has been eL reduced/enlarged.Scale accordingly.