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Plans (8) BU P2017 -0002 1 2 0F 2 SITE COPY . 0 a , At:no IRI t a !, �� is . • _ , : ... . • • • . ,. f, ,, ,, '''' cA ''' , .&'_. tea•' mu. • • r :::,_ 2,.... 0 :'f_ ,1.4 .,.. 4 , ,. _ ,,.4111 Ctak arc#��� eits, Inc , . , .. . . ., . ... _,.,, dir ,. l. 5 40 4 808 SW 3rd Ave, Suite 300 , ,, u roe' k f Portland, OR 97204 , ryas '': .�.,,.x"" n+ ,;off �� ,,, .,;'rte Phone 503.287.6825 ,,;v:.:. s Fax 503.415.2304 VALIDITY OF PERMIT THE ISSUANCE OF A HERMIT approved plans s BASED ON CONSTRUCTION - DOCUMENTS AND QTHER shall be on job site• DATq SHALL NOT PREVENT River Terrace THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC f 05.40 t PROJECT TEAM DRAWING SHEET INDEX VICINITY MAP OWNER/DEVELOPER GEOTECHNICAL ENGINEER ENVIRONMENTAL CONSULTANT STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS N� '° ondominum Yv � �.y- T r r- YY POLYGON NORTHWEST HARDMAN GEOTECHNICAL SERVICES HARDMAN GEOTECHNICAL SERVICES S.01 COVER SHEET A0.01 COVER SHEET-BUILDING 'F' A5.28 UNIT PLAN 2.5 S V Roy Rogers "d. 703 BROADWAY STREET, SUITE 510 24560 SW MIDDLETON ROAD 24560 SW MIDDLETON ROAD S1.1 GENERAL STRUCTURAL NOTES A0.02 SITE REFERENCE PLAN A5.29 UNIT PLAN 2.5-TYPE B c--s% VANCOUVER,WA 98660 SHERWOOD, OR 97140 SHERWOOD, OR 97140 S1.2 GENERAL STRUCTAL NOTES(CONT) A0.11 21 PLEX -BUILDING 'F' CODE Tigard, OR 97223 A5.30 UNIT PLAN 3.1 g PHONE: (503)221-1920 A PHONE: (503)822-5347 PHONE: (503)530-8076 &SPECIAL INSPECTIONS A0.12 21 PLEX CODE SUMMARY&FIRE A5.31 UNIT PLAN 3.1 -TYPE B -y G. CONTACT: CHRIS WALTHER CONTACT:SCOTT HARDMAN, PE CONTACT: GREG SUMMERS A7.00 21 PLEX BASEMENT CEILING PLAN 51.3 SCHEDULE AND NOTES LIFE SAFETY 2 A7.01 21 PLEX FIRST FLOOR CEILING PLAN ARCHITECT CIVIL ENGINEER S2.0 FRAMING &SHEAR WALL MAP A1.01 CONSTRUCTION ASSEMBLIES A7.02 21 PLEX SECOND FLOOR CEILING PLAN Gc� S2.1A FOUNDATION PLAN-WEST A1.11 SCHEDULES \ _- OTAK ARCHITECTS, INC. OTAK, INC. A2.00 21 PLEX BASEMENT FLOOR PLAN A7:03 21 PLEX THIRD FLOOR CEILING PLAN \------ 52.1 B FOUNDATION PLAN-EAST 808 SW 3RD AVE, SUITE 300 808 SW 3RD AVE, SUITE 300 S2.2A FIRST FLOOR FRAMING PLAN-WEST A2.01 21 PLEX FIRST FLOOR PLAN A8.01 EXTERIOR DETAILS SW SCROLLS FERRY RD PORTLAND, OR 97204 PORTLAND,OR 97204 A2.02 21 PLEX SECOND FLOOR PLAN A8.02 EXTERIOR DETAILS SW FRIENDLY LN 52.2E FIRST FLOOR FRAMING PLAN-EAST PHONE: 503.287.6825 FAX: 503.415.2304 PHONE: 503.287.6825 FAX: 503.415.2304 A2.03 21 PLEX THIRD FLOOR PLAN A$.03 EXTERIOR DETAILS CONTACT:WAYNE YOSHIMURA CONTACT: MIKE PEEBLES S2.3A SECOND FLOOR FRAMING PLAN-WEST 8.04 EXTERIOR DETAILS J S2.3B SECOND FLOOR FRAMING PLAN-EAST A2.04 21 FLEX ROOF PLAN A8.05 EXTERIOR DETAILS Q` S2.4A THIRD FLOOR FRAMING PLAN-WEST A3.01 21 PLEX ELEVATIONS A8.06 EXTERIOR DETAILS CONTRACTOR LANDSCAPE ARCHITECT S2.4B THIRD FLOOR FRAMING PLAN-EAST A3.02 21 PLEX FIRST FLOOR PLAN `wG A4.01 21 PLEX BUILDING SECTIONS A8.07 EXTERIOR DETAILS \ •OLYGsN NO'THWE T ANY, LLC OTAK, INC. S2.5A ROOF FRAMING PLAN-WEST A8.08 CRAWL SPACE SHEAR WAL S Polygon 703 BROADWAY STREET, SUITE 510 808 SW 3RD AVE, SUITE 300 S2.5B ROOF FRAMING PLAN-EAST A4.02 TYPICAL CRAWL SPACE SECTIONS A8.11 INTERIOR DETAILS yg VANCOUVER,WA 98660 A PORTLAND,OR 97204 53.1 STAIR PLANS A4.11 EXTERIOR WALL SECTIONS A8.12 INTERIOR DETAILS Northwest PHONE: (503)221-1920 PHONE: 503.287.6825 FAX: 503.415.2304 53.2 STAIR DETAILS A4.12 EXTERIOR WALL SECTIONS - PROJECT SITE CONTACT: CHRIS WALTHER CONTACT: GABRIEL KRUSE 55.1 FOUNDATION DETAILS A4.13 INTERIOR WALL SECTIONS N S5.2 FOUNDATION DETAILS A5.01 21 FLEX STAIR PLANS&SECTION 703 Broadway Street, STRUCTURAL ENGINEER TRANSPORTATION ENGINEER 55.3 FOUNDATION DETAILS A5.02 21 PLEX STAIR PLANS&SECTION N Suite 510 S6.1 FRAMING DETAILS A5.15 UNIT PLAN 1.3 FROELICH CONSULTING ENGINEERS, INC. KITTLESON AND ASSOCIATES, INC. 56.2 FRAMING DETAILS A5.16 UNIT PLAN 1.3-TYPE B Vancouver, WA 98660 6969 SW HAMPTON STREET 610 SW ALDER STREET,SUITE 300 S6.3 FRAMING DETAILS A5.17 UNIT PLAN 1.4 TIGARD,OR 97223 PORTLAND,OR 97205 S7.1 ROOF FRAMING DETAILS A5.18 UNIT PLANPHONE: 503.624.7005 FAX: 503.624.9770 PHONE: (503)228-5230 FAX: (503)273-8169 S7.2 ROOF FRAMING DETAILS A5.21 UNIT PLAN 2.2 CONTACT: FARAMARZ DEAN AZIMI CONTACT:JULIA KUHN A5.23 UNIT PLAN 2.2-TYPE B N A5.24 UNIT PLAN 2.3 0 A5.25 UNIT PLAN 2.3-TYPE B A5.26 UNIT PLAN 2.4 ----- A5.27 UNIT PLAN 2.4-TYPE B SPECIAL II` PECT`ON REQUIRED State of Oregorructural Specialty Code UNIT MIX GENERAL NOTES ABBREVIATIONS SYMBOLS ConcreteandReintorcingSteel 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS # NUMBER GA GAUGE, OWL OVERFLOW Bolts Installed in Concrete UNIT TYPE PER UNIT WITH UNIT WITHOUT NUMBER SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS & AND GYPSUM Special Moment Resisting Concrete Frame BUILDING TYPE BEDROOMS STORAGE/DECK(SF) STORAGE/DECK(SF) DECK AREA(SF) UNITS/BLDG BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED q CENTERLINE ASSOCIATION PASS PASSAGEWAY © a ASSEMBLY TAG FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN AC ACRE GAL GALVANIZED PERF PERFORATED, ❑ Reinforcing Steel& Prestressing Steel Tendons CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION,PUBLICATION OR AED AUTOMATED GB GRAB BAR PERFORATE WINDOW TAG El Structural Welding 12 PLEX-DOWNHILL- 15,404 SF, 12 UNITS &2 BUILDINGS-BUILDINGS D&G DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. EXTERNAL GPM GALLONS PER PLAM PLASTIC LAMINATE O 1.1 1 700 637 63 2 INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND DEFIBRILLATOR MINUTE PL PLATE, PROPERTYCIHigh-Strenght Bolting RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR AFF ABOVE FINISH GYP GYPSUM LINE 1.1 -B 1 687 628 59 1 LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED FLOOR PLYWD PLYWOOD ElStructural Masonry 1.2 1 687 619 68 2 HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS RESERVED. ADJ ADJUSTABLE HB HOSE BIB PNL PANEL COPYRIGHT 2016. AHU AIR HANDLING UNIT HC-PHB HOLLOW CORE- PNT PAINT Al El Reinforced Gypsum Concrete 1.2-B 1 687 687 68 1 ALUM ALUMINUM PRIMED PR PAIR � m DOOR TAG 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN APT APARTMENT HEADBOARD PRE-FIN PREFINISHED N E] Insulating Concrete Fill c`o 2.1 2 994 930 64 2 OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, HDR HEADER PRE-PR PRE-PRIMED [] 5 prayApplied r i SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, BD BOARD HOW HARDWARE PT PRESSURE NORTH ARROW Fire-Resistive Materials co 2.1 -B 2 992 930 62 1 ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER BR BEDROOM HM HOLLOW METAL TREATED, POST N EXECUTION OF THE CONTRACT. BDRM BEDROOM HORIZ HORIZONTAL TENSION ❑ Piling,, Drilled fliers and Caissons 3.2 3 1,232 1,164 68 2 BLDG BUILDING HR HOURro ❑ Shotcrete �� co 3.2-B 3 1,232 1,164 68 1 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY BLKG BLOCKING HVAC HEATING R RISER, RADIUS io SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A BM BEAM VENTILATION RD ROOF DRAIN 1 ---, 1 DETAIL TAGS ❑ Special Grading, Excavation and Filling ? o 12 PLEX-UPHILL- 13,564 SF, 12 UNITS&2 BUILDINGS-BUILDINGS C&H CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY BOT BOTTOM AND AIR REF REFERENCE A8.01 A8.01 I BRIANR.FLEENER INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. CONDITIONING REFR REFRIGERATOR ❑ Srnoke-Control Systems t!� 6 1.1 1 747 683 64 2 0 • a OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND CIP CAST-IN-PLACE READ REQUIRED EXTERIOR ELEVA I�+� Other Inspections CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS CJ CONTROL JOINT IBC INTERNATIONAL REST RESTROOM P�VIA" OR 1.1 -A 1 747 683 64 1 A3.02 3vry r►w SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE CL CLOSET BUILDING CODE RM ROOM 1.1 -B 1 733 674 59 1 OWNER. CLG CEILING ICBG INTERNATIONAL RO ROUGH OPENING OF 0 CLR CLEARANCE) CONFERENCE OF 1D 1.2 1 733 665 68 2 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CMU CONCRETE BUILDING SAMF SELF ADHERING THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE UNIT MASONRY OFFICIALS MEMBRANE FLASHING 2.1 2 1054 990 64 2 ARCHITECT'S CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH WHICH CPT CARPET IN INCH SD SMOKE DETECTOR 1C A5.11 1AREVISION Cover Sheet THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. UNLESS COL COLUMN INFO INFORMATION SF SQUARE FOOT INTERIOR ELEVATION TAG 2.1 -B 2 1050 988 62 2 INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECTS CONSULTANTS COLS COLUMNS INSUL INSULATE(D), (ION) SHTHG SHEATHING 3.2 3 1,303 1,235 68 2 SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ALL COMMON CONT CONTINUOUS INT INTERIOR SIM SIMILAR 19 Building E LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE CONC CONCRETE SPEC SPECIFICATION 21 PLEX-28,296 SF, 21 UNITS&2 BUILDINGS-BUILDINGS E&F COPYRIGHTS. CORR CORRIDOR JAN JANITOR'S CLOSET STD STANDARD 1.3 1 705 645 60 2 JST JOIST STL STEEL a BUILDING SECTION TAG C• it 5. IF COORDINATION OF ARCHITECTURAL,CIVIL, LANDSCAPE,STRUCTURAL, D DRYER STOR STORAGE y of Tigard cri 1.3-B 1 705 645 60 1 MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN DBL DOUBLE KIT KITCHEN STC SOUND A4.01 Aper ed Pian CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY DF DRINKING TRANSMISSION 1 _4 ---y_:_-( .4 1 701 641 60 2 WORK OF ELEMENTS RESULTING IN CONFLICTS. FOUNTAIN LAM LAMINATE CLASS /r, By Date DIA DIAMETER LAUN LAUNDRY STRUCT STRUCTURAL �-rt zfw. = 1.4-B 1 701 641 60 1 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT DIM DIMENSION LD LOAD SV SHEET VINYL 1 WALL SECTION TAG 0 2.2 2 990 929 61 2 PARKING PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF DN DOWN LGT LIGHT A4.11 CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL DRAWINGS DR DOOR LIN LINOLEUM T TREAD CU c 2.2-B 2 990 929 61 1 FOR FINISHED GRADES ADJACENT TO BUILDINGS. DS DOWN SPOUT TEMPERED - -----e, ELEVATION DATUM DU DWELLING UNIT M MASTER T&G TONGUE& U m 2.3 2 997 922 75 2 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO DW DISHWASHER MAINT MAINTENANCE GROOVE PROCEEDING WITH THE WORK. DWG DRAWING MATL MATERIAL TB TOWEL BAR il 2.3-B 2 996 922 74 1 MAX MAXIMUM TEL TELEPHONE A.1 GRID LINE/GRID BUBBLE 4 03.21.18 Owner Revisions 5 - 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE EA EACH MDF MEDIUM DENSITY THK THICK, 3 03.20.18 Structural Revisions m 2.4 2 1,003 929 74 2 DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING EJ EXPANSION JOINT FIBERBOARD THICKNESS 2 05.23.17 Plan Check Responses o 2.4-B 2 1,003 929 74 1 WITH THE WORK. EL ELEVATION MECH MECHANICAL TO TOP OF 1 05.22.17 Project Coordination ELEC ELECTRICAL MEMB MEMBRANE TP TOILET PAPER ROOM NAME ROOM TITLE Fc' 2.5 2 971 908 63 2 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND ELEV ELEVATOR MFR MANUFACTURER T/S TUB/SHOWER i ; !' , �-• 1 # Date Description tf) 2.5-B 2 971 90$ 63 1 METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF EP ELECTRICAL MIN MINIMUM TYP TYPICAL O TEMPERED GLAZING �" Revisions CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS ARE PANEL MIRR MIRRORED tY COMPLETED. EQUIP EQUIPMENT MISC MISCELLANEOUS UL UNDERWRITERSJanuary12,2017 3.1 3 1,308 1,243 65 2 0' 2' 4' 8' EQ EQUAL MO MASONRY LABORATORIES, GRAPHIC SCALE Date in 3.1 -B 3 1,308 1,243 65 1 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE EXIST EXISTING OPENING UNLIMITED ti iiiir1111.11.! OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP EXT EXTERIOR MTL METAL UNO UNLESS NOTED CITY OF TIGARD 22 PLEX-28,269 SF,22 UNITS&2 BUILDINGS-BUILDINGS B&J EDGE, ORAS NOTED. OTHERWISE BB, DG, NE FCP FIBER CEMENT N NORTH UNOCC UNOCCUPIED 0 Approved by Planning Designed By F.' 1.3 1 705 645 60 2 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF PANEL NA NOT APPLICABLE REVISION TAG AND CLOUD Date: 5-1-l .0° SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND FD FLOOR DRAIN NO NUMBER VCT VINYL DG, NE, NM as 1.3-B 1 705 645 60 2 SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FEC FIRE NR NON RATED COMPOSITION TILE CL o initials: _ _ Drawn By 0 1.4 1 701 641 60 2 OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS EQUIPMENT. EXTINGUISHER NTS NOT TO SCALE VERT VERTICAL DEFERRED SUBMITTALS o CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES (CLEARANCES CABINET VRFY VERIFY KJ :0 1.4-B 1 701 641 60 2 REQUIRED)FROM THE MANUFACTURERS PRIOR TO CONSTRUCTION OF OR FIN FINISH OC ON CENTER VS VERSUS z 2 2 2 990 929 61 2 INSTALLATION OF EQUIPMENT, FURNISHINGS,AND ACCESSORIES. FLR FLOOR OCG OCCUPANT(S) PLUMBING SYSTEMS Checked By • INCLUDING COMCHECK COMPLIANCE FORMS END FOUNDATION OCCUPANCY(IES) W WASHER ( ) co12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FOF FACE OF FINISH OLF OCCUPANT LOAD W/ WITH • MECHANICAUHVAC SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) 17857 02.2-A 2 987 926 61 1 N SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOS FACE OF STUD FACTOR WD WOOD • ELECTRICAL SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) Project Number 1 2.2-B 2 990 929 61 1 ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE SUBJECT FOW FACE OF WALL OPP OPPOSITE WH WATER HEATER • LIGHTING (INCLUDING COMCHECK COMPLIANCE FORMS) ri TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED ACCESS PANELS FT FEET ORD OVERFLOW ROOF WIN WINDOW 2.3 2 997 922 75 2 WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY ARE INSTALLED. FTG FOOTING DRAIN WP WATERPROOF • FIRE SPRINKLERS, FIRE SPRINKLER, FLOW ALARM CD ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS OR RATED OSB ORIENTED WR WATER • FLOOR JOISTS m 2.3-B 2 996 922 74 2 0 1 ROOF/CEILINGS SHALL BE SMOKE SEALED. STRAND BOARD RESISTANT AO s 2 ROOF TRUSSES m 2.4 2 1,003 929 74 2 WRB WATER RESISTANT FIRE STOPPING Sheet Number 13. PROVIDE CAST IRON VERTICAL WASTE LINES IN UNIT PARTY ALLS, BARRIER 2.5 2 971 908 63 2 TYPICAL A • METAL GUARDRAILS AND HANDRAILSCopyright 2016 � If this drawing is less than 24"x 36",it has • been reduced.Scale accordingly. 3.1 3 1,308 1,243 65 2 RADON GAS MITIGATION SYSTEM CD CC • CRAWL SPACE VENTILATION SYSTEMS • SITE AND EGRESS LIGHTING TOTAL UNITS SERVED BY AN ACCESSIBLE PATH & ENTRANCE(PER 1107.7.1) ACCESSIBLE UNIT TYPE'B' PROVIDEDBIKE PARKING SUMMARY SITE REFERENCE NOTES • • • •_ ACCESSIBLE UNIT TYPE'A' SUMMARY (SEE FLOORPLANS FOR LOCATIONS) • UNIT COUNT TOTAL ACCESSIBLE TYPE B UNITS PROVIDED \ ,' TOTAL TYPE B • BLDG NOTES BLDG \ UNITS NOTES THERE ARE A TOTAL OF 141 APARTMENT UNITS BLDG BIKE PARKING / BASEMENT FIRST FLOOR UNITS REQUIRED BASEMENT FIRST FLOOR \ / PROVIDED ON THIS SITE. PER OSSC 1107.6.2.1.1,AT LEAST 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. A 0 1 1 CLUBHOUSE BUILDING A 0 1 1 2%OF UNITS ARE REQUIRED TO BE TYPE A. A I CUSTOMER COMPARTMENT REACH RANGE MUST BE • ••• THEREFORE, 3 UNITS (141 X.02)ARE REQUIRED. I B 16 I •• • • WITHIN 48"AND 28"AFF. SEE 4/A8.04 FOR ADD INFO. • B 4 4 8 B 4 3 \ / 7 WE HAVE DESIGNATED 4 UNITS AS TYPE A. • • C 2 2 4 C 1 2 \ / 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL D 0 4 \ 4 BASEMENT LEVEL ARE GARAGES D 6 SERVICE THAT MAILBOXES COMPLY WITH USPS D 0 4 4 BASEMENT LEVEL ARE GARAGES BLDG TOTAL TYPE A UNITS PROVIDED • r• .• E 0 4 \ 4 BASEMENT LEVEL ARE GARAGES E 16 REQUIREMENTS. ALL MAILBOXES SHALL BE AF E 0 7 7 BASEMENT LEVEL ARE GARAGESF 0 7 \ N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING BASEMENT FIRST FLOOR F 16 I FLORENCE 1570-16SDAF. F 0 7 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING G 0 4 // N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING G 6 I Oak ��rGh I BCS, nC G 0 4 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING H - 1 1 BASEMENT LEVEL IS NOT SERVED BY ACC PATH FROM PARKING A NO BASEMENT 0 H 6 I 3. SEE SITE DEVELOPMENT SET FOR ADDITIONAL INFO. 808 SW 3rd Ave, Suite 300 H = ' r 2 2 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING J _ 3 3 BASEMENT LEVEL IS NOT SERVED BY ACC PATH FROM PARKING B 0 1 I J 16 I 4. SEE CIVIL FOR ADA PARKING INFORMATION Portland, OR 97204 J _ _ 4 4 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING TOTALz .� 23 C 0 1 1 TOTAL 88 Phone 503.287,6825 TOTAL 30D 0 0 Fax 503.415.2304 • • TOTAL(ADJUSTED) 30 X.75=23 25% OF SITE AREA EXCEEDS 10%SLOPE, 75% OF SITE IS LESS THAN 10% E 0 0 LEGEND PER OSSC 1107.7.4 SLOPE.THEREFORE, A FACTOR OF.75 IS PERMITTED IN CALCULATING THE TOTAL COUNT. THIS RESULTS IN 23 TYPE B UMTS BEING REQUIRED. F 0 0 (OSSC 1107.7.4) 0111101111104110 ACCESSIBLE PATH • _�� G 0 0 H 0 1 River Terrace fir __ �� J 0 1 East ___ __ _ • __ __ __----------. __ . __ Condominiums ,_ .. . ___ - _ SW Roy Rogers Rd. i• .--- -RC TRASH ENCLOSURE- _ ---- - - - - - - l - - _ �- _ Tigard, OR 97223 SEE TRASH ENCLOSURE Jam_ _ __ — TRASH ENCLOSURE- g .. i DRAWING SET - - _ _ - \_--- _ - _ _ _ -== _ _ ___ T ------= = -- - �� L SEE TRASH ENCLOSURE .---- - -- _ _ -'�~ _ _ ~� _ _ �� DRAWING SET :::- • • , . :, \ 7 _---- - ,------7 A ,� � { I I I G - _ ►1���'�' // / C 42'- 10 1/2" BLDG H :1C:77'-'-'11 Polygon �� ►....�. /, , I Trallelllili .••••"' / pP s _ �rr� . I ! C 12 PLEX UPHILL �P N �,ivo I f L I Northwest / / pE���S P �'"�- '���� : C BLgG F � I l i s����N9 - , - , �,%� l , I • C I 1 't. I I 703 BroadwayStreet, • SE Fo J 1 I I i. 21 ALEX I H , I C , Suite 510 TRASH ENCLOSURE- H. I pp Vancouver, WA 98660 \ SEE TRASH ENCLOSURE y I 1 I U c , + I I / DRAWING SET I Fo .,3 2 C I i / /A iI / -.- / l H-1 69'-011/4" I I I /� J DG B }i BLDG D 2. Q C \ \ -- �/ r I- 1 2BLP EX 12 PLEX DOWNHILL C - - I ;' , I I I , PICNINC j i , : . `I t1717�+ . I • T-4 Aill ` I l - Irl -- }�'�d: I1ir• t ` .{,"J� 'i C' �. ,/ \ I I / :01/..E.R. ING -^� i'l- I V .• I I. ' r ✓ ` ! SEE CIVIL FOR ..---.'"r44: --/ f"' C I • xI i , i !' i �,1, • 1 `' Nf IADA PARKING {�\\ \ , 11 C 0 II . ,'I III, ' ,t ,,, I. • 0 1•fr+' °1 ' t I -f ! DETAILS 'p ,/ I I C 0 • M I ,J 1 r l• r. C t . . lllf •:lfff . �flfl 'l1fII. A. I _ . d • I \ \ ' r . .- . _ _• • \ \ \ ��CI 1 I / �/// /,' L 1: , \ • 4 I I • u - wI i• 1 ` I sI\ / • i • C\ , 1 I r �� I • �/ Iii I C 111..l.''''''." I s 0 IJa ,'/ 'I1 BLDG A i NIII 1} ,� �tf _ r i \ \ • •._• n ,� CLUBHOUSE r;,,.,...!..4,Fe 4 r , r ' r �' \ c u , �o . 40 1 `' rtw,, BLDG E ` c� a .r. I C a ,,•�,� i , 21 PLEX li �, -- �- T '-- --- _ BLDG J f14.0410448 ir, \ \ \ Vialigliv/7 N \ °. ;;6/ kieflie . 1 i•i:. , 1. ' ' 4 ] 22. /1 1 I ta. PLEX 1 1/17T,..., r•�ce) \ . s. ,..;,.. MAIL BOXES 1 72 ' l� °• a'o' ,d.,. .' SEE 4/A8.04 C BL'DG C ? C • i I I ' BRIAN R.FLEENER n o \ / \ \\ \r •• : , I C 12 PLEX UPHILL C 1 I L I . l2)17 e a \\ ,�� -© , °,�• ; C I + E C I + , C PORT.ANO,OR / \ \ * • s� `o•a•' -tl l.i il �.{ _ 1 I n _- _ I rp s y l 1. j/�j • • \ . } . i 4 i A i A. 1 I [I+ C r BLDG G I V 0 I . , .. [I \ E ` I•i ..,,,, �: !f + 1] C 12 PLEX DQWNHIL I 1 l� \ ♦v rte} 11'1 r h,'°;'" C I'' I nn I I / \ \ \ • •n .� I p '. . . it ' - II I i I !i C I I I C �� \\ �O®� AREA ' El 71 I ,:Vie: '' '''110.4,-11 C Q +II 1� I !!1}}} .. I c , ,�,� Site Reference \ \ �� `\ ,\ \ '..), \•• \ \ ' - ' 1 1'►Ili' 11.•,-1],11.P I ' I (� I I 4 ' ,v I r \ _Q 1110- :. ':1, , I I I jQ c l Plan • / \ \ E / \ \ \ '''..‘ \ \ \ - A. -/ ..._,../- 1 MN - - - - . • ---- --7.....e...., / / \ \ ! _I P -)\rigil-- - .-24-, \ L1110 .., ,... o `\ \ ' - - -- -- H I- • / `f SEE CIVIL FOR CROSSWALK - - - - �' \ - DDDAAIAS KING PAVERS, SEE --- - - - - - - - r - - SITE DEVELOPMENT TRASH ENCLOSURE- - \ — - _ - - -- \ \ % PACKAGE SEE TRASH ENCLOSURE N. / PROPERTY-LI-NE m i� Di DRAWING SET a) \ ‘ 1 \--- o # Date Description 1- \\ \\, \ Date 45� January 12 2017 I a • o. co BB, DG, NE o ` Designed By \ DG, NE, NM 1- \\ Drawn By o • \ _ - -___ i KJ m z \ ' Checked By (fl 17857 T N Project Number 07 1.116 60' 1 SITE REFERENCE PLAN /�co Z 0 15' 30' AO • 02 2 A0.02 SCALE: 1" =30'-0" Ea Sheet Number ui Copyright 2016© ii If this drawing is less than 24"x 36",it has 7 been reduced. Scale accordingly. a) IX GENERAL INFORMATION BUILDING "EXITING" - TABLE 1021.2(1) PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 OCCUPANT LOAD EXITS REQUIRED EXITS PROPOSED60 a • PROJECT DESCRIPTION: MULTIFAMILY APARTMENT COMPLEX BASEMENT 30 2 2 ••• k� • • FIRST FLOOR 39 1 1 ,. • • PROJECT ADDRESS: East side of SW Roy Rogers Rd.,Tigard, OR - SECOND FLOOR 39 1 1 • •• •• BUILDING CODES THIRD FLOOR 39 1 1 Otak l�f Ct l:t�:,�rS, Inc • 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) t 1 L • ICC/ANSI 117.1 2009 • MECHANICAL, ELECTRICAL, PLUMBING&ENERGY CODES NOTES: 808 SW 3rd Ave, Suite 300 • FIRE SPRINKLER CODE-NFPA 13R • EGRESS WINDOWS ARE LOCATED AT EACH BEDROOM, SEE WINDOW SCHEDULE,A1.11. Portland, OR 97204 • BUILDING EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM PER OSSC 903.3.1.2. • EXIT ILLUMINATION& SIGNAGE PER CODE REQUIREMENTS(ELECTRICAL DESIGN BUILD) Phone 503.287.6825 BUILDING "CONSTRUCTION" DATA • ONE EXIT REQUIRED FOR BASEMENT, FIRST, SECOND OR THIRD STORIES WITH A MAXIMUM OF 4 DWELLING Fax 503.415.2304 UNITS AND 125 FEET MAXIMUM EXIT ACCESS TRAVEL DISTANCE CONSTRUCTION TYPE(S)USED IN BUILDING TYPE V-B V-B ALLOWED PROPOSED BUILDING "FIRE DETECTION AND SUPPRESSION" BUILDING HEIGHT(PER OSSC TABLE 503& 504.2) 60'-0" 55'-0" PROVIDED REQUIRED PER TYPE/CLASS/AREASOFOVER OF COVERAGE STORIES(PER OSSC TABLE 503 W/504.2) 3 3+BASEMENT FIRE ALARM SYSTEM YES YES River Terrace OSSC 907.2.9.1 - EXCEPTION#2 BUILDING "OCCUPANCY" DATA SMOKE ALARM SYSTEM YES YES-OSSC 907.2.9.2 PER OSSC 907.2.11 East OCCUPANCY CLASSIFICATION GROUP(S) R-2-RESIDENTIAL S-1 -STORAGE -AUTOMATIC SPRINKLER SYSTEM* YES YES OSSC 903.2.8 NEPA 13R Condorniniu S-2-GARAGES STANDPIPE SYSTEM NO NO-OSSC 905.3.1 ms OCCUPANCY SEPARATION R-2/S-1, R-2/S-2, S-1/S-2 : 1 HOUR VISIBLE ALARMS YES NO-OSSC 907.5.2.3.4 COMMON AND SW RoyRogers Rd. PUBLIC AREAS 9 BUILDING AREA SUMMARY AUDIBLE ALARMS YES TO YES OSSC 907.5.2 THROUGHOUT Tigard, OR 97223 SUPPORT OCCUPANCY GROUP S-1 S-2 R-2 TOTAL FIRE EXTINGUISHERS YES YES-OSSC 906 NOTED ON PLANS BASEMENT 705 SF 2,489 SF 3,194 SF * EXTERIOR DECKS/BALCONIES AND STORAGE ARE NON-RATED AND SPRINKLED FIRST FLOOR 6,147 SF 6,147 SF OCCUPANCY VENTILATION REQUIREMENTS SECOND FLOOR 6,252 SF 6,252 SF FLOOR AREA(SF) REQUIRED PROVIDED THIRD FLOOR 6,136 SF 6,136 SF VENTILATION AREA(SF) VENTILATION AREA(SF) TOTAL 705 SF 2,489 SF 18,535 SF 21,729 SF UNIT 1.1 LIVING/KITCHEN 1 DINING 429 17.16 38.89 Polygon ALLOWABLE PER FLOOR FOR R-2 OCCUPANCY 10,349.5 SF X 3=31,048.5 SF (SEE NOTE) BEDROOM 146 5.84 15 NOTE: UNIT 2.1 Northwest est ALLOWABLE AREA PER STORY W/INCREASES:Aa=At+(At x If)+(At x Is) At=ALLOWABLE AREA PER TABLE 503=7,000 SF LIVING I KITCHEN/DINING 427 17.08 46.39 If= INCREASE DUE TO FRONTAGE=((305 ft/415 ft)-0.25)(26/30)=0.4176 BEDROOM 128 5.12 15 703 Broadway Street, Is= INCREASE DUE TO SPRINKLERS =2 MASTER BEDROOM 181 7.24 15 Suite 510 Aa = 7,000 SF+(7,000 SF x 0.4176) + (7,000 SF x 2) Vancouver, WA 98660 Aa = 7,000 SF+2,923.2 SF+ 14,000 SF UNIT 2.2 Aa =23,923.2 SF LIVING/KITCHEN/DINING 488 19.52 52.5 BEDROOM 141 5.64 15 MASTER BEDROOM 156 6.24 15 FIRE RATING REQUIREMENTS FOR BUILDING ELEMENTS - TABLE 601 UNIT 3.1 STRUCTURAL BEARING BEARING NONBEARING NONBEARING FLOORS ROOFS FRAME EXTERIOR INTERIOR EXTERIOR INTERIOR LIVING/KITCHEN/DINING 506 20.24 56.54 MASTER BEDROOM 144 5.76 15 V-B NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED BEDROOM#1 172 6.88 15 BEDROOM#2 188 7.52 15 FIRE RATING REQUIREMENTS FOR PARTITIONS UNIT 3.2 FIRE WALLS (OSSC 706): N/A LIVING/KITCHEN/DINING 530 21.2 55 FIRE BARRIERS(OSSC 707): 1 HR WHERE CONNECTING 3 STORIES OR FEWER MASTEREDROOM 132 5.28 15 SHAFTS, EXIT ENCLOSURES, EXIT 2-HR WHERE CONNECTING 4 STORIES OR GREATER BEDDRROOO MM#1168 6.72 15 PASSAGEWAY,OCUPANCY SEPARATIONS BEDROOM#22 172 6.88 7 7.5 FIRE BARRIERS(OSSC 707): N/A NOTES: INCIDENTAL USE AREAS 1. ALL BATHROOMS ARE MECHANICALLY VENTILATED, SEE MECHANICAL DESIGN BUILDING FIRE PARTITIONS (OSSC 708): DRAWINGS. Q DWELLING UNIT SEPARATION, 1 HR 2. REQUIRED VENTILATION AREA IS CALCULATED AT 4%OF THE FLOOR AREA. r• N FIRE PARTITIONS(OSSC 708):CORRIDORS 1/2 HR ENERGY CODE REQUIREMENTS HORIZONTAL ASSEMBLIES(OSSC 420.3, 711) 1 HR REQUIRED PROPOSED co C)-- a. N OTHER WALLS INCLUDING WALLS SUPPORTING RATED HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO MAXIMUM ALLOWABLE WINDOW AREA 30% 19%* BE RATED PER OSSC TABLE 601 & EXCEPTIONS OF OSSC 711.4. 3720 hiDOORS SHALL HAVE THE FOLLOWING RATINGS: VINYL WINDOWS U<_0.35 U 5 0.35 m UNIT DOORS&GARAGE DOORS IN CORRIDOR-20 MINUTE DOOR LABEL $ISI 'FLEEN O • STAIR DOORS-90 MINUTE DOOR LABEL GLAZING SHGC(ALL TYPES) 0.4 0.4 MAX y I/ill 11 s '° • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION %MAND,OR • SMOKE GASKETING AT CORRIDOR EXTERIOR SLIDING PATIO/DECK DOORS U s 0.35 U s 0.35 EXTERIOR WALL RATING - TABLE 602 EXTERIOR DOOR(METAL FRAMING) U s 0.80 U S.0.80 OF Q FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED CONSTRUCTION OCUPANCY GROUP R-2 OPAQUE DOORS U 5 0.70 U 5 0.70 ON FIRE SEPARATION DISTANCE(OSSC TABLE 602): TYPE X<5': V-B 1-HR WALLS ABOVE GRADE-WOOD FRAMED R-21 R-21 21 Plex - 5' < 10': V-B 1-HR WALLS BELOW GRADE R-7.5ci R-7.5ci Building E Code 10's X<30': V-B 0 UNDER FLOOR INSULATION R-30 R-30 MIN X 30': V-B 0 ATTIC CEILING INSULATION R-38 R-38 (0 NOTES: SLAB FLOOR EDGE INSULATION R-10(2'-0"PERIMETER) R-10(2'-0"PERIMETER) 1. LOAD-BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH THE FIRE-RESISTAVE RATING -IREQUIREMENTS OF OSSC TABLE 601. HAZARDOUS MATERIALS w REQUIRED PROVIDED CODE PROVISION NO HAZARDOUS CHEMICALS AND/OR MATERIALS ARE PRESENT OR HOUSED IN THIS BUILDING. 0 o ROOF CONSTRUCTION CLASS C CLASS C OSSC TABLE 1506.1 ACCESSIBILITY CO c' ATTIC DRAFTSTOPS 3,000 SF OR ABOVE SEE ROOF PLAN OSSC 717.4.2 ALL ACCESSIBILITY REQUIREMENTS ARE INTEGRATED RELATED TO THE BUILDING IN GENERAL AND COMMON EVERY TWO EXCEPTIONS#3 ELEMENTS AS WELL AS TYPE A AND TYPE B ICC/ANSI-2009 COMPLIANT UNITS IN THE NUMBERS REQUIRED BY THE m DWELLING UNITS, OSSC OVER THE SITE.ALL GROUND FLOOR UNITS ARE MINIMUM TYPE B ICC/ANSI ACCESSIBLE DWELLING UNITS WHICHEVER IS PER OSSC REQUIREMENTS.TWO PERCENT OF THE TOTAL UNITS, THREE MINIMUM,ARE REQUIRED TO BE TYPE A o SMALLER ICC/ANSI ACCESSIBLE DWELLING UNITS PER OSSC. FOUR UNITS ARE PROPOSED TO MEET TYPE A ICC/ANSI L ACCESSIBILITY REQUIREMENTS AND ARE LOCATED IN BUILDINGS B, C, H &J. # Date Description a� '6 MAXIMUM AREA OF EXTERIOR WALL OPENINGS (OSSC TABLE 705.8) PLUMBING FIXTURE COUNT REQUIREMENTS Revisions it 0-3' >3'-5' >5-10' >10'-15' >15'-20' >20'-25' >25-30' >30' R-2: ONE EACH IS REQUIRED AND PROVIDED: WATER CLOSETS, LAVATORIES, BATHTUB OR SHOWER. (1) January 12, 2017 n. AUTOMATIC CLOTHES WASHER PROVIDED PER UNIT. Date 4~r, UNPROTECTED, NOT NOT 10% 15% 25% 45% 70% NO LIMIT co NON SPRINKLED PERMITED PERMITED BB, DG, NE o UNDERGROUND & PADMOUNTED TRANSFORMERS g Desi ned By m PROTECTED PERMITED NOT15% 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT SEE CIVIL SITE DEVELOPMENT SET& PGE DRAWINGSFOR0 UNDERGROUND&PADMOUNTED TRANSFORMERS DG, NE, NM v NOTE: SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND DEFERRED SUBMITTALS Drawn By • THIS BUILDING IS ALLOWED TO HAVE UNLIMITED UNPROTECTED OPENINGS PER EXCEPTION# KJ o 2 OF OSSC 705.8.1;WALLS ARE NOT REQUIRED TO BE RATED PER TABLE 601 AND ALL SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE SHEETS •a, EXTERIOR WALLS HAVE A FIRE SEPARATION DISTANCE GREATER THAN 10 FEET. A0.01 &A0.02 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING PACKAGES. Checked By z RADON DETECTION 17857 N Project Number SEE MECHANICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 1812. .5 1 CARBON MONOXIDE DETECTION a M AO . 11 2 SEE ELECTRICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 908.7. m Sheet Number Copyright ai 2016© iy, If this drawing is less than 24"x36",it has •} been reduced. Scale accordingly. a) EC CODE LEGEND ' ' • ' • EMERGENY EGRESS PATH, \\ MINIMUM WIDTH OF EGRESS • :1 r14,, :..,,-.._ �� • •• PATH IS 3'-0". PROVIDE 1 • • FOOTCANDLE LIGHT AT FLOOR • LEVEL. DO NOT EXCEED MAX TO 4.4`;''..V..- : MIN ILLUMINATION UNIFORMITY ° RATIO OF 40 TO 1. EMERGENCY LIGHTING TO BE PROVIDED BY /� Inc BACK-UP. Otak Arc1 ;itectS, 1 n C �- - - - - EMERGENCY EGRESS PATH 808 SW 3rd Ave, Suite 300 Portland, OR 97204 O OCCUPANTS EXITING PER EXIT LOCATION Phone 503.287.6825 Fax 503.415.2304 FEC FIRE EXTINGUISHER CABINET WITH FIRE EXTINGUISHER OLF OCCUPANCY LOAD FACTOR OCC OCCUPANT LOAD River Terrace EXIT SIGN PROVIDE 1-HR RATED FIRE East - PARTITION AT CORRIDORS OR BARRIER AT EXIT PASSAGEWAY. PROVIDE 20 MIN AT CORRIDOR AND 60 MINUTE AT EXIT CondominiumsPASSAGEWAY. """""'=MXIMO PROVIDE 2-HR RATED FIRE SW Roy Rogers Rd. DOORS BARRIER. PROVIDE 90 MIN RATED Tigard, OR 97223 CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE BIKE STORAGE UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE AND 28' - 0" -- 32' - 0" -- 31' - 0" - 34' - 0" - 28' - 0" 31' - 0" SHALL BE SECURELY ATTACHED THERETO. FIRE BARRIERS EXIT PATH EXIT PATH EXIT PATH OLF 300 EXIT PATH EXIT PATH EXIT PATH o SHALL BE CONTINUOUS THROUGH CONCEALED SPACES. 1 OCC 44' - a" FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE 60' - 0" -- 27' - 0" -- 27' - 0" 30' - 0" 0" EXIT PATH ' _ 3" FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- 46'- 30 - 46' - 0" 71 EXIT PATH EXIT PATH EXIT PATH EXIT PATH EXIT PATH EXIT PATH RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING I 15 [ ABOVE,EXIT PATH ASSEMBLY AND SHALL BE SECURELY ATTACHED I ---, -T •\ 1 1 UP . _� \ I /f- j_ --g IT 2 5-1-FEteT- `\ ,' Polygon r ; 3 'ri rl ; ,-,\ I I !� �, J2Hr \ �. . / '" j I \ / /`� I I ! \ UNIT 3.1�. .� k i \. I \. � \ � OLF200 Nohwest I OLF 200 5 DCC I 31 ��s OLF 200 ROOF I_ . \ I 1 . I r �.. �\ ;, I / \ I l I \ I I :- 5 Ex / I I -w,. I \\ '� 1�' \ I I 1 h' __ I 1 -- ELEC. 1 5 OCC i ; I _ 898 SF �Sa�E �E 7 OCC BELOW 703 Broadway Street, GARAGE 1 I GARAGE 2 I GARAGE 3 I % r I \GARAGE 4 GARAGE 5 SARAGE 6 !GARAGE 7 'GARAGE 8 GARAGE 9 GARAGE 10 ROOM I11E---i:;. iei „ - - - I Suite 510 1 1 I II L 922 SF , f , _� z. ���51, - _ 1243 SF Vancouver, WA 98660 II J -'� �\ I I I I I1 r I- I 1 I ...I OLF 200 OLF 200 OLF 200 --- - \\ r: OLF 200 1 OLF 200 OLF 200 OLF 200 oLF 200 OLF 200 OLF 200 i 1emit �� /'~1 �i \ 2 OCC 2 OCC 2 OCC 2 OCC 2 OCC 2 OCC 2 OCC I172,, �= -� 1 , - - ' ` / o I 2 OCC 1 2 OCC 1 2 OCC �" = �� F 1 1 1 I 1 I , [ Ir DN U15-41 :e Imo-, err" J I i 236 SF L „ 277 SF 258 SF 1338 SF 203 SF 211 SF 253 SF 214 SF 245 SF 254 SF I , " �\ I ciI ' .. I - I III 'IIII II ...__....-. .....N le 11 N ._'- ............ K Y _.- f j - J. --) i: N , g CORR DO _ �. i ' _ _rte CORRIDOR �'`►, I Oar"- , rOM MOP FEC �. , i7-1 r •1 t � �_ JIJ FEC ._....... : FE \ % \ _C\ ��� FEC 'it, t 1 '{ 7:1- I E .,� - �.- Y + ," . 721 flFl } _. \ a '< +\ y' 1 , \ 31 1'. '� \ ' y3 ..,...._+� h..x,..._ I. \ Ii'l�`f . imam ��1--IIIIII -�---'-U -�,._ � � ..i _.-.., 1 ...,., . ..x` !�'1"'t3 ; �1. c 1` F,.__.._ I - 1/ E * A W .� 1 �,� 1 _ EXIT PATH I - - 70' - 6" \ \ 11 F ' d 1 L I 5 `� !�1 0• k..�1 UP - T 1 - \ -EXIT PATH r. '0 I , I \ _. _ . I I \ - am ,. 1 I-' ' 11 1 : 33 - 0 tl - \ r.-r- , , ,- L - - 1 �,-, L - - -1MUM 1 L EXIT - �.-. �� J , 111111 -__.- -_. UNIT 2.3 PATH �_f' OLF 200 ' STORAGE f __I i� ,.w, _ �. UNIT 1.3 I UNIT 1,4 I - __- El a I OLF 300 1 UNIT 2.2 OLF 200 I OLF 200 I mo-- I 5 OCC11 1 OCC -- ' "-` , -. 914 SF OLF 200 4 OCC L _ _ 4 OCC L _ _ k�`` - - 57 SF - �. STORAGE , -� 629 SF 636 SF - � ' 5 OCC /" , ( el co .__ OLF 300 70' - 9" �--� _ _..__ .._ Y.. ..920 SF war, r 1 OCC EXIT PATH 32' - 6" 32' -a 6,1 if STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE 00 OLF 300 OLF 300 OLF 300 - OLF 300 OLF 300 OLF 300 OLF 300 OLF 300 OLF 300 OLF 300 71 SF EXIT PATH EXIT PATH ROOF BELOW A 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC �� up 73 SF 94 SF 62 SF 51 SF 51 SF 63 SF 50 SF 60 SF 58 SF 66 SF 372 ;u 8'IAN R.FL ENERA it . OS/f'? •15 LEVEL 00 LEVEL 02 ! 2 21 PLEX - LEVEL 00 - CODE ; OCCUPANCY=33 3 21 PLEX - LEVEL 02 - CODE OCCUPANCY=35 k:TLANO, OR A0.12 SCALE: 3/32" = 1'-0" A0.12 SCALE: 3/32"= V-0" OF 0 ROOF BELOW \ 43' - 0" EXIT PATH 71 - 3 ROOF BELOW - EXIT PATH EXIT PATH ROOF BELOW 21 Plex Code EXIT PATH . 1 171:11'1 � EXIT PATH :r:":,...,.,.,,,,,,,...-.,.,.. ....,.. "...,.14 r --_< ---- I �.,.-�..�-�,_� , . . , �� (' r. a _ I °° _ ° ENCLOSURE Summa & Fire ----i UNIT 2.5 - B � ...� I - r-, UNIT 2.5 Life Safety'E .E. _ _______ 1 UNIT 2.4 - Bm!APl y - OLF 200 UNIT 3.1 - B UNIT 2.41 OLF 200 I OLF 200 f 5 OCC I 2.1e." �xscs OLF 200 ROOF OLF 200 ! I 5 OCC 1 \ - " �-v x OLF 200 I 5 DCC , \ l -4.27.-_, I �.... 897 SF I ,�55e, SEN 7 OCC BELOW - 1 "�. � 7 OCC ROOF z 1 � .' " L 1 I ..M.. �. �' -6 5 OCC 1. 1 • ' L ... _ .89 SF \ r 1 �``, ,,. N`'1 _e \ BELOW c� 922 SF ► _ 7r �..� MSN '1235 SF F _ 922 SF . _�I I : Q' M� _ 1235 SF Lii9 _ - r 1� ! 'Cit.' I y - fix.all j f, -� _1 LJ I 1- 1 ) 1 - _ L 'I/ LL�I I 1 1 I i - - t i U C i I7111> I,. (` ` a Mr! J UP I. "`i ik Y�' I .. l 1(r - 1_,, igial 1 � 11-^�1 - I • , _ i,,,,/ip �\-. �i `_ , f;-' - DN � � .Y f/""�� ! _ l--i � i �I .-._.�.. I , -t .-, I i 1 r.`,i.~ '•.l 1 r ' I If j. 1 - 1 f , J�_, i -----4 fi,_ al l f < :.t ,� ! "z: i 1 t ,E/1I _, 4 !-I r- ,r,�,' 1 __,=,....77.4,f-- , f-. .:� 1 FFk11\III F 'a i _ ' �'---- \'"3 'n'" ^''9. ' `f' Wreak _ -"'-''' ''Ar.,"1". r . l '�_..-.........i _ •"� _-..-._rri `-� -1 l!1�i i. 'r ..,....._ r . � e r L��►1 - -- _ .._.._._--x r �I.I,c ,► `moi,� -� �,� �"�.1 rrMrr. � ________ -, - ,.....,I' � "'^-�., AR " Ca I �) Nei. �� CORRI DOR '-, �C r . ' 1��i ► 1 ' 1-LO,„! -� �� CORRIDOR L� �. 8 _ :_� . N 1 1 1 72 - a • II I 72 - 0 2 05.23.17 Pian Check Responses Esi '� �. �. FEC - �� r FEC\ I,_JI „ ;k FEC\ NN‘k � �� FEC , "_ L.�.. . . ... _ -- I1 �,.I a -- F_ _ EXIT PATH -.. ,.,.r. �- '\ - j( , a► I. /NUT' # Date Description'r -�_�. 1 'r. - - 4.1...._ ...f~ \ _1. -I 'r•. L1_j._ '.y �"-" .EXIT J I- _ i_..L._-_� 1-1 :-. � ,G.1-_a..- -{ wm dB 'P9�. ,i-_- , _ _0L _, .:� 1, 7„,16.)„;„ -1 - I ... I / ;� .� -y � u,' I 1_. ` i�_....--- i I. - I I E I ' I 1 I _ I; I _ I. // 1 - I -,� 1 , I ETO EXIT_._ - �� --- - 1 r- 4 _- II \ J I Revisions tii I I .. \ I. I I I a... ��„� I "",..�"" ' ' , L�1 p I r f , I .: :.. _,_ �j m.-.,.�,;,:, s`\i � I iE I _� I I : :r:3 I � I _ I ) �,�. _' I 1-- 1 1 Il_� Lt� I I ► J �N :�` - I ENCLOSURE ry Janua 12, 2017 r,o. �' I - - - - I -,�m`. L _ / I Date - L c. co --- I rill 1 1 , _4 � 1 1 I - - = / UNIT 2.3 B i .J T---1 lif I t- I -� r-I - L J I _� 'r L 1 9 I" 1 _._I,_. [ - -� I I I irril 1 - UNIT 2.3 BB, DG, NE _ J o I- ! _ .If �. w ... I 1 \. 1.:..- '..I' Designed B I I UNIT 1.4 - B 1 S OCC ' ' I UNIT 7.3 I UNIT 1.4 1 ° r----- ,, 9OLF 200 g v 2.2 - B UNIT 1.3 - B I OLF 200 I 917 SF i 1 I NIT 2.2 OLF 200 1 OLF 200 I I 5 0CC I DG, NE, NM o ...roc 1 _,...,n Drawn By z OLF 200 OLF 200 L - .. 4 OCC L - - - ter• I OLF 200 4 OCC L - -- 4 OCC L - - 14 S 1 `II 1 5 OCC 4 OCC �.r� . 634 SF �- uP - - -� .1 i F' 629 SF 627 SF ;----, KJ t,-. 920 SF E 629 SF , -- . a --'L - +.-.-.. b11:- I -"`- .. I,:.! _ E Checked By' 911S _ D L�.. G._..... l ,F 1 .,..- `" �:.y. _. 17857 w70' _ 9" --` 105 r 70' - 9" ROOF BELOW " 31' - 0" ROOF 31' - 0" Project Number EXIT PATH EXIT PATH BELOW ' EXIT PATH EXIT PATH 33' - 0" - 33` - a" TO EXIT L\ �'"' aa EXIT PATH EXIT PATH LEVEL 01 LEVEL 03 ENCLOSURE A0 . 1 2 1 21 PLEX - LEVEL 01 - CODE OCCUPANCY= 35 4 21 PLEX - LEVEL 03 -CODE OCCUPANCY=35 SCopyright Number o iZ A0.12 SCALE: 3/32"= 1'-0" A0.12 SCALE: 3/32"= 1'-0" if this drawing is less than 24"x 36",7 has j been reduced. Scale accordingly. C2 i 3 - _ _ - - "lip _ = = - {t. - _ 1/1:- -- may-._ tr1;11 ! __,_ __JITIP , -71 1 I .,4 4.A_ -1 1 1 4:1118III‘- =--i M I 5 ',. ! 1 i i i...* _--Al L'" -AC -4 r 1 4 4 1 37 4 -4%Nik,., -IN' :,: -4' - I ; 4 -4 * . 1 1 .4 '" 21 PLEX BUILDING Fl� OELIC �I 11! 1= RS PORTLAND: (503)624=7005 BEND: (541)383-1828 TI BARD ORE DENVER: (720)560-2269 froeEi JOgi��ers corn PERMIT SUBMITTAL - 01/12/2017 STRUCTURAL ABBREVIATIONS: STRUCTURAL SYMBOLS / LEGEND: STRUCTURAL SHEETS: @ At GA Gauge PAF Powder Actuated Fasteners W# -INDICATES FOOTING TYPE,REF SCHEDULE. 3 & And GALV Galvanized PCF Pounds per Cubic Foot - SHEET P ' Feet GC General Contractor PERF Perforate,Perforated,Performance NUMBER SHEET TITLE t • Inch GEN General PERIM Perimeter INDICATES COLUMN ''� # Number,Pound GL Giulam(Glue-Laminated Beam) PERP Perpendicular S0.1 COVER SHEET 1U tc (E) Existing GR Grade PL Plate -INDICATES WOOD SHEATHED SHEAR WALL. S1.1 GENERAL STRUCTURAL NOTES- (N) New GYP Gypsum PLF Pounds per Lineal Foot V, •:nzt p, GYP BD Gypsum Board PLWD Plywood C-_ -INDICATES STRUCTURAL WALL BELOW. S1.2 GENERAL STRUCTURAL NOTES (CONT.) & AB Anchor Bolt PREFAB Prefabricated SPECIAL INSPECTIONS ACI American Concrete Institute HAS Headed Anchor Stud PSF Pounds per Square Foot r:_-__-:1 -INDICATES NON-STRUCTURAL WALL BELOW. S1.3 SCHEDULES AND NOTES ADD Addendum,Addition HDD Headed PSI Pounds per Square InchW_ # f5 -INDICATES BEARING WALL S2.0 FRAMING & SHEAR WALL MAP ALT Alternate HDR Header PSL Parallel Strand Lumber APPROX Approximate HEX Hexagonal PT Post-Tensioned, Preservative-Treated S2.1A FOUNDATION PLAN -WEST ARCH Architect,Architectural HORIZ Horizontal H- -INDICATES HEADER TYPE,REF HEADER SCHEDULE. ASTM American Society for Testing and Materials HSS Hollow Structural Shape QTY Quantity S2.1 B FOUNDATION PLAN - EAST AVG Average HVAC Heating,Ventilating,Air Conditioning B- -INDICATES BEAM TYPE, REF BEAM SCHEDULE. S2.2A FIRST FLOOR FRAMING PLAN - WEST AWS American Welding Society HT Height REF Refer,Reference -INDICATES JOIST TYPE AND SPACING,REF PLANS&JOIST FRAMING REINF Reinforce,Reinforcement SCHEDULE, S2.2B FIRST FLOOR FRAMING PLAN - EAST BEV Bevel IBC International Building Code REQ'D Required ' S2.3A SECOND FLOOR FRAMING PLAN -WEST BLDG Building IN Inch REV Revision -INDICATES DIRECTION DECK OR SHEATHING TO SPAN. BLKG Blocking INFO Information S2.3B SECOND FLOOR FRAMING PLAN - EAST BOT Bottom NSP Inspect,Inspection SCHED Schedule - -INDICATES ELEVATION. S2.4A THIRD FLOOR FRAMING PLAN -WEST INSUL Base Plate Insulation SE Structural Engineer BRDG Bridge,Bridging INT Interior SECT Section .Q -INDICATES DIRECTION TIMBER TO SPAN. S2.4B THIRD FLOOR FRAMING PLAN - EAST BRG Bearing SHTH Sheathing JST Joist SIMP Simpson Strong-Tie O -INDICATES KEYED NOTE. S2.5A ROOF FRAMING PLAN -WEST A CGS Center of Gravity of Strand SF Square Foot S2.5B ROOF FRAMING PLAN - EAST CJ Control Joint K Kilopound(1000 pounds) SL Snow Load -INDICATES CHANGE IN SLOPE. 11"1"CL Centerline KIP Kilopound(1000 pounds) SIM Similar S3.1 STAIR PLANS CLO Ceiling SOG Slab on Grade ///J��/ -INDICATES STEP IN ELEVATION. S3.2 STAIR PLANS CLR Clear L Angle,Left,Length SPEC Specification,Specifications Q CMU Concrete Masonry Unit LAM Laminate,Laminated STD Standard XX PSF -INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE S3.3 STAIR DETAILS W COL Column LAT Lateral STIFF Stiffener ••••••. PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS 55.1 FOUNDATION DETAILS (I) CONC Concrete LB Pound SU Steel ..+4.4.''4'* FOR LOAD&EXTENT. W 11.1 CONN Connection LLH Long Leg Horizontal STRUCT Structural XX'-XXS5.2 FOUNDATION DETAILS V CONT Continuous LLV Long Leg Vertical ,*** -INDICATES ROOF OVERFRAMING. REF DETAIL 5/S7.1. cc I Lg (12LL Live Load T&B Top and Bottom � S5.3 FOUNDATION DETAILS 1._ rt)- DBA Deformed Bar Anchor LNTL Lintel T&G Tongue and Groove CJ -INDICATES CONTROL JOINT,REF DETAIL 2/S5.1. S6.1 FRAMING DETAILS LII CLDBL Double LONG Longitudinal TAN Tangent DET Detail LSL Laminated Strand Lumber THK Thick,Thickness �--INDICATES SHEAR WALL TYPE ABOVE FLOOR SPECIFIED. REF S6.2 FRAMING DETAILS W cc z la 8 OF Doug Fir(Douglas Fir) LT T Lightweight THRD Threaded SHEAR WALL SCHEDULE. WI- O z z al co DIA Diameter LVL Laminated Veneer Lumber TOB Topof Beam �_ S6.3 FRAMING DETAILS INDICATES HOLDOWN TYPE.REF HOLDOWN SCHEDULE. DIAG Diagonal TOF Top of Footing 57.1 ROOF FRAMING DETAILS �/ � W (� DIAPH Diaphragm MANUF Manufacturer,Manufactured TOJ Top of Joist Q: S7.2 ROOF FRAMING DETAILS W w o >. o DIM Dimension MAX Maximum TOL Top of Lintel,Landing ` DL Dead Load MB Machine Bolt TOP Top of Pier / us O DWG Drawing MECH Mechanical TOS Top of Slab,Top of Steel �/ r- ¢ m z DWGS Drawings MEZZ Mezzanine TOW Top of Wall I<.L E -2 . Q- ti > OWL Dowel MIN Minimum TOL Tolerance MISC Miscellaneous TRANS Transverse ENGR Engineer MTL Metal . TYP Typical EQ Equal PERMIT EQUIP Equipment N North UNO Unless Noted Otherwise SUBMITTAL EOR Engineer of Record NO Number EW Each Way NOM Nominal VERT Vertical EXT Exterior NTS Not To Scale VIF Verify In Field F TO F Face to Face OC On Center W/ With FAB Fabricate OPP Opposite W/O Without REV DATE ISSUE TITLE FDTN Foundation OWSJ Open Web Steel Joist WD Wood & 03/20118 STRUC REVISIONS FE Froelich Engineers WF Wide Flange(Structural Steel) FT Foot,Feet WT Weight FTG Footing WWF Welded Wire Fabric PROJECT MANAGER: CN DESIGNER: YS DRAWN BY: FCE-ENG-10 PROJECT NO: 17-T174 DATE: 1/12/2017 SCALE: AS SHOWN 21 PLEX BUILDING SHEET TITLE: ' S COVER SHEET SHEET NUMBER: . soul4 • _ -J 3 GENERAL STRUCTURAL NOTES • = 3 �),, PROJECT DESCRIPTION: NAILING AND FASTENERS: SPECIAL INSPECTION AND TESTING: REINFORCING STEEL: • NEW 3-STORY MULTI-FAMILY APARTMENT BUILDING 1. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND - - �'•i r - .- s s 1. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF 1. REINFORCING STEEL SHALL BE DETAILED,FABRICATED,AND PLACED IN ACCORDANCE TO"ACI - - 4....z.. CONFORM TO THE"STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS,SPIKES,AND • 3 > 7- • CONVENTIONAL SPREAD AND STRIP CONCRETE FOUNDATIONS * « • . r - THE IBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S1.2. 318-BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND ACI 315-MANUAL OF STAPLES"(ASTM F1667)AND"POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF ,.,- •+t.- • CONCRETE SLAB-ON-GRADE FIRST FLOOR THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.' j BUILDING CONSTRUCTION"(NER 272). • WOOD 2X STUD WALLS SHEATHED WITH PLYWOOD PANELS INSPECTOR TO PERFORM THESE INSPECTIONS. 2. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND GRADES : , z� 2. NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1,OR NER-272. • ENGINEERED WOOD I-JOIST AND BEAM FRAMED FLOOR UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS: , •• A. SMOOTH WELDED WIRE FABRIC-ASTM A185 3. NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS,THAT SHOW THE _ Alsok- ••_• • PRE-MANUFACTURED WOOD TRUSS SYSTEM SUBMITTALS: MANUFACTURER'S NAME,NAIL SHANK DIAMETER,AND LENGTH. '` B. ALL OTHER REINFORCEMENT-ASTM A615,GRADE 60 - , 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE FABRICATION AND 4. NAIL SIZES SHALL BE AS FOLLOWS: FROELICH GENERAL: CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.WELDING OF 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE REINFORCING STEEL SHALL CONFORM TO AWS D1.4.ALL WELDING SHALL BE DONE BY AWS FRAMING NAILS INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,CIVIL,MECHANICAL,AND SUBMITTALS CERTIFIED WELDERS USING LOW HYDROGEN E70XX ELECTRODES. NAIL TYPE SHANK DIAMETER(IN) MINIMUM PENETRATION ENGINEERS ; ELECTRICAL DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE ITEM SUBMITTAL DEFERRED COMMENTS 4. REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH#16 ANNEALED IRON WIRE.BARS INTO FRAMING MEMBER(IN) PORTLAND: (503)624-7005 REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT DOCUMENTS(INCLUDING THE PROJECT (A,D) SUBMITTAL IN BEAMS,SLABS,AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE 6d 0.113 1.25 BEND: (541)383-1828 SPECIFICATIONS)INTO THEIR WORK. (B,D) BLOCKS,OR APPROVED METAL CHAIRS,AS SPECIFIED BY THE"CRSI MANUAL OF STANDARD 8d 0.131 1.50 DENVER: (720)560-2269 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS.REFER TO THE PROJECT CONCRETE MIX DESIGNS X PRACTICE,"MSP-1. 10d 0.148 1.625 froelich-engineers.com SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONCRETE ANCHORAGES X 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE,OIL,DIRT,OR COATINGS JOB# 174174 12d 0.148 1.625 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GLUED LAMINATED MEMBERS X OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE. GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF 16d 0.148 1.625 4. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. PREMANUFACTURED WOOD X X « OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. JOISTS 5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS PREMANUFACTURED WOOD X X 7. 'WET SETTING"OF REINFORCING STEEL,ANCHOR RODS,EMBEDDED PLATES AND INSERTS IS 5. UNLESS OTHERWISE NOTED ON PLANS,PLYWOOD SHEATHING SHALL BE ATTACHED TO THE FOR THIS STRUCTURE.CONNECTIONS,DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN TRUSSES NOT PERMITTED. FRAMING SUPPORTS AS FOLLOWS: THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME.IF STAIRS AND RAILINGS X X 8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED,NOTIFY THE LOCATIONS. SHEATHING NAILING ARCHITECT/ENGINEER FOR CLARIFICATION INA TIMELY MANNER PRIOR TO BID OPENING. 9. THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING USE PANEL EDGES INTERMEDIATE FRAMING A. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL STEEL: DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER MEMBERS " ' CODE REQUIREMENTS: REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.ANY MODIFICATIONS TO ROOF SHEATHING 0.131"DIA AT 6"OC 0.131"DIA 12"00 PRO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE TYPICAL LAP SPLICE SCHEDULE(IN) FLOOR SHEATHING 0.148"DIA @ 6"OC 0.148"DIA @ 12"00 " RIN 1. CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC),BASED UPON THE BAR SIZE 3,000 PSI 4,000 PSI 5,000 PSI " " 12" 2012 INTERNATIONAL BUILDING CODE(IBC). SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF RECORD. WALL SHEATHING 0.131 DIA AT 6 OC 0.131"DIA @ OC B. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND TOP BARS OTHER TOP BARS OTHER BARS TOP BARS OTHER 2. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM,ETC.)SHALL BE FOR THE FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND BARS BARS NOTES: EDITIONS NOTED IN CHAPTER 35 OF THE IBC. SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE #3 28 22 24 19 22 17 PROJECT IS LOCATED.CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO #4 37 29 32 25 29 22 A. ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS FASTENING ROOF SHEATHING. "I� `} j TEMPORARY CONDITIONS: #5 47 36 40 31 36 28 ,y INDUCED BY THE CONNECTION LOADS.DESIGN SHALL BE BASED UPON THE e'` .�- #- �, 1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE #6 56 43 48 37 43 33 6, BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. ALL BOLTS REQUIREMENTS OF THE IBC AND AS NOTED UNDER"DESIGN CRITERIA." CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT #7 81 63 70 54 63 49 AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL C. THE CONTRACTOR SHALL COORDINATE THE SEISMIC RESTRAINTS OF MECHANICAL REQUIRED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR ' SEQUENCES. ELECTRICAL,AND PLUMBING EQUIPMENT,MACHINERY,AND ASSOCIATED PIPING WITH HAVE CUT THREADS. ' THE STRUCTURE.CONNECTIONS TO THE STRUCTURE SHALL CONFORM TO ASCE 7-10 NOTES: 7. PRE-DRILL HOLES FOR LAG BOLTS.SOAP THREADS OF LAGS IMMEDIATELY PRIOR TOFulesigoSiti- 2. CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND INSTALLATION. CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CHAPTER 13 AND BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, 8 JOIST HANGERS,HOL.DOWNS,AND OTHER FRAMING ACESSORIES SHALL BE MANUFACTURED BY PROJECT IS LOCATED. MULTIPLY THE ABOVE VALUES BY A FACTOR OF 1.4. CONSTRUCTION PERIOD. SIMPSON STRONG TIE(OR AN APPROVED EQUAL)AND BE OF THE SIZE AND TYPE SHOWN ON D. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM,OR B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". 3. RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER THE DRAWINGS. HARDWARE FASTENERS SHALL BE INSTALLED IN STRICT CONFORMANCE TO ADD TO,THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OFA CONTACT ENGINEER OF RECORD IF CONDITIONS VARY. SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE THE MANUFACTURER'S REQUIREMENTS. ANY PRODUCT SUBSTITUTIONS TO SIMPSON SHALL WALL STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST BELOW MEET OR EXCEED SIMPREN'SQUIREMENTS. PUBLISHED DESIGN CAPACITIES AND MUST HAVE A CURRENT ICC AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.ANY SUCH THE BAR. EVALUATION REPORT FOR THE CODES. DETAILS ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF D. VALUES ARE FOR UNCOATED BARS. 9, HANGERS NOT SHOWN SHALLRAPPLICABLEE SIICSON U-TYPE,OR B-TYPE OF THE SIZE RECOMMENDED EXISTING CONDITIONS: RECORD. FOR THE SPECIFIC FRAMING MEMBER SHOWN ON PLAN. 1. ALL EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS SHALL BE FIELD VERIFIED.THE 10. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING 10. FASTENERS IN CONTACT WITH PRESERVATIVE TREATED,OR FIRE TREATED WOOD SHALL BE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM STEEL: HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM B695,CLASS 55 MINIMUM. CONDITIONS SHOWN ON THE DRAWINGS. FOUNDATIONS: 11. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x r EMBED ANCHOR 1. FOUNDATION SIZES ARE BASED UPON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE AS MINIMUM CONCRETE COVER(CAST-IN-PLACE) BOLTS AT 4`-0"00 MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, NOTED IN DESIGN CRITERIA FOR BEARING ON NATIVE SOILS/COMPACTED FILL,AS USE COVER UNLESS DETAILED OTHERWISE.WASHERS TO BE MINIMUM 1/4"x3"x3"AS PER IBC 2305.3.11. RECOMMENDED BY THE GEOTECHNICAL REPORT. " DESIGN CRITERIA: SLABBARS GLUED LAMINATED MEMBERS: 2. ALL FOOTINGS SHALL BEA MINIMUM OF 18*BELOW FINAL GRADES. EXTERIOR WALL FACES 1-1/2"(#5 AND SMALLER) 1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC.IN ADDITION3. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS (EXPOSED TO EARTH,OR WEATHER) 2"(#6 AND LARGER) 1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE"AMERICAN TO THE DEAD LOADS,THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. CONCRETE CAST AGAINST EARTH 3" NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER"(ANSI A190.1),OR OTHER WITH LIVE LOADS(L.L.)REDUCED IN ACCORDANCE WITH THE IBC: 4. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS PRIOR CODE-APPROVED DESIGN,MANUFACTURING AND QUALITY ASSURANCE PROCEEDURES. /\ TO THE COMMENCEMENT OF ANY SITEWORK. 2. ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. /S 5. STRUCTURAL FILL MATERIALS,PLACEMENT,AND COMPACTION REQUIREMENTS SHALL BE IN 11. PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL 3. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS INDENTIFICATION MARK OR BE ACCOMPANIED ACCORDANCE WITH THE GEOTECHNICAL REPORT. REINFORCEMENT,LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND BY A CERTIFICATE OF CONFORMANCE. DESIGN CRITERIA TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A MINIMUM 6' Fin 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION ATV-6" 4. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER THE GEOTECHNICAL CRITERIA HORIZONTAL TO 1'-0"VERTICAL STEPS. EMBEDMENT BELOW THE TOP OF FOOTING. SHOP OR FIELD. 12. PROVIDE ONE#5 FOR SINGLE LAYER,AND TWO#5 FOR DOUBLE LAYER REINFORCING,4'-0" DESIGN BASED ON HGCI JOB#15-1850 7. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A 5. NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS(EITHER IN THE SHOP,OR FIELD)IS LONG,DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS. GEOTECHNICAL R PORT BY: DATED JULY 16,2015 QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER.MINIMUM STRICTLY PROHIBITED UNLESS AS SPECIFICALLY DETAILED IN THE STRUCTURAL DRAWINGS OR ALLOWABLE SOIL BEARING TESTING FREQUENCY SHALL BE ESTABLISHED BY THE GEOTECHNICAL ENGINEER 13. REFERENCE TYPICAL DETAILS FOR THE DISPOSITION OF REINFORCEMENT AT WALL CORNERS, APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. PRESSURE 2,500 PSF 8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT WALL INTERSECTIONS,AND FOR BARS IN SMALL WALL SECTIONS. 6. GLUED LAMINATED TIMBER BEAMS SHALL BE WESTERN SPECIES WITH THE FOLLOWING W RETAINING 35 PCF(EQUIVALENT FLUID PRESSURE) OF FILLING OPERATIONS. STRENGTH PROPERTIES: LLI WALLS-CANTILEVERED 9. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO w RETAINING WALLS-BRACED 55 PCF(EQUIVALENT FLUID PRESSURE) THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. GLUED LAMINATED MEMBERS 4 10. ALL FILL,BACKFILL AND COMPACTION ACTIVITIES,PARTICULARLY DURING WET WEATHER SAWN FRAMING LUMBER: 50%INCREASE IN ABOVE EQUIVALENT FLUID PRESSURE(SEISMIC COMBINATION USE MODULUS OF , FLEXURAL HORIZONTAL SHEAR STRESS CONDITIONS,SHALL FOLLOW RECOMMENDATIONS OF GEOTECHNICAL ENGINEER. RETAINING WALLS-SEISMIC 1. SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU(WCLIB) CC LATERAL EARTH PRESSURE) SYMBOL ELASTICITY STRESS (PSI) Z OR THE WESTERN WOODS PRODUCTS ASSOCIATION(WWPA)GRADING RULES. (SPECIES) (PSI) (PSI) ri; LIVE LOAD CRITERIA1_,2. ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS: w FLOOR LIVE LOADS UNIFORM LOAD(PSF) CONCENTRATED LOAD EPDXY REPAIR ADHESIVE: 0 Ce 24 •V4(DF F) SIMPLE SPAN 1,800,000 2,400 265 i,;,- (LBS) 24F-V8(DF/DF) CANTILEVERED 1,800,000 2,400 265 1. EPDXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE ATWO-COMPONENT, SAWN LUMBER pR O CORRIDORS AND STAIRS 100 2000 LIQUID EPDXY WITH NON-SAG CONSISTENCY AND LONG POT LIFE. THE EPDXY ADHESIVE SHALL Ct �I j o so RESIDENTIAL 40 1000 BE SUITABLE FOR USE ON DRY OR DAMP SURFACES. LUMBER 2"TO 4"THICK USE SP t HENIF1 0.2ARA E.-. -. JAM-WE VALUE CONTINUOUS W }� Z LU GARAGE 40 3000 2. ADHESIVE SHALL HAVE A MINIMUM SLANT SHEAR STRENGTH OF 5,000 PSI AND A MINIMUM VERTICAL FLOOR DEFLECTION 0.75"OR 11360 WHICHEVER IS LESS(LIVE LOAD PLUS LONG-TERM TENSILE STRENGTH OF 4,000 PSI. BEAMS 5"x5"AND GREATER DOUGLAS FIR-LARCH NO.2 1350 7. GLULAM MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADE(S),UNLESS OTHERWISE Z Q 3. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S POSTS HEM-FIR NO.2 575 NOTED ON PLANS: FRAMING&ARCHITECTURAL Co O 0 >- (GLAL7DING DESIGN) DEAD LOAD) /' u. Q 0.375*OR U600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS RECOMMENDATIONS AND THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION f� `✓`•✓'`✓`✓`✓`✓`✓`�"✓ &3 O LU �„/ 5 W VERTICAL FLOOR DEFLECTION REPORT. j� ENGINEERED COMPOSITE LUMBER: Ow 0 >" < > (CLADDING DESIGN) 0360(LIVE LOAD)PER OSSC TABLE 1604.3 4. REINFORCEMENT SHALL NOT BE CUT OR DAMAGED IN EITHER NEW OR EXISTING CONCRETE 3. ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN WRITING BY / c c J Fe) TO NOTES: 1.LIVE LOADS REDUCED PER OSSC 1607.10 DURING INSTALLATION. THE SUPPLIER TO BE LESS THAN 19%MOISTURE CONTENT. 1. ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER(MICROLAM), /� F- W' h 0 - 2.MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM 4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED(PT)PER PARALLEL STRAND LUMBER(PARALAM),AND LAMINATED STRAND LUMBER(TIMBERSTRAND) �"�/ cQn O cn Z OR CONCENTRATED LOAD. CONCRETE: THE AMERICAN WOOD PRESERVERS BUREAU(AWPB)UNLESS AN APPROVED MOISTURE SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS,MANUFACTURED BY ROSEBURG OR L.1.� W H Q. ti j BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY MARK. AN APPROVED EQUAL. SNOW CRITERIA 1. ALL CONCRETE WORK SHALL CONFORM TO"ACI 318-BUILDING CODE REQUIREMENTS FOR 5. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS 2308.8.2, DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH THE OSSC STRUCTURAL CONCRETE"AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. 2308.9.10,2308.10.4.2 AND THE LIMITATIONS AS NOTED ON THE STRUCTURAL DRAWINGS. 2. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: SNOW DRIFT PER OSSC AS SHOWN ON PLANS 2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM 3. LVL RIM JOISTS SHALL BE CROSS LAMINATED,TYPICAL. GROUND SNOW LOAD P 9 I=10 PSF IN ACCORDANCE WITH 2014 SNOW LOAD ANALYSIS C39,UNLESS NOTED OTHERWISE,AND SHALL BE AS FOLLOWS: 6. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. PERMIT FOR OREGON FLAT ROOF SNOW LOAD P, =15 PSF CONCRETE STRENGTHS 7. PROVIDE SOLID LINES OF BLOCKING,SAME DEPTH OF FRAMING MEMBER,AT ALL BEARING ENGINEERED COMPOSITE LUMBER SUBMITTAL SNOW EXPOSURE FACTOR C e =1.0 DESCRIPTION fc(PSI) WATER- ENTRAINED OTHER POINTS. SNOW LOAD IMPORTANCE CEMENT RATIO AIR COMPOSITE LUMBER TYPE MODULUS OF ELASTICITY ALLOWABLE FLEXURAL FACTOR I =1.0 BY WEIGHT (PSI) STRESS(PSI) THERMAL FACTOR C t =1.0 FOOTINGS,STEMWALLS 3,000 0.53 2%+/-1.5% LVL(RIM) 1,500,000 2,250 RETAINING WALLS 3,000 0.50 6%+/-1.5% WOOD STRUCTURAL PANEL SHEATHING: WIND CRITERIA INTERIOR SLAB-ON-GRADE 4,000 0.48 N/A 1. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE"U.S.PRODUCT LVL(BEAM) 2,000,000 3,100 MAIN WIND FORCE RESISTING 120 MPH BASIC WIND SPEED(3-SECOND GUST) STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE"U.S.PRODUCT REV DATE ISSUE TITLE SYSTEM STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL USE PANELS,"OR PSL 2,000,000 . 2,900 COMPONENTS AND CLADDING 120 MPH BASIC WIND SPEED(3-SECOND GUST) NOTES: THE"APA PRP-108 PERFORMANCE STANDARDS." • /3\I 03/20/18 STRUC REVISIONS EXPOSURE CATEGORY B A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE 2. UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL PANELS SHALL BE APA RATED SHEATHING, FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. EXPOSURE 1,OF THE THICKNESS AND SPAN RATING AS FOLLOWS: GUST/INTERNAL PRESSURE GC =+1-0.18 B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT • NOTE: SEISMIC CRITERIA CONFORMING TO ASTM C150 FOR TYPE I,OR TYPE II. FLF_XURAL STRESSES NOTED ABOVE ARE FOR 12"DEEP MEMBERS. DEEPER MEMBERS SHALL BE RISK CATEGORY II USE WOOD STRUCTURAL PANEL SHEATHINGC E SKIN SITE CLASS 0 C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. /• DESIGNED FOR REDUCED STRESSES PER THE MANUFACTURER'S REQUIREMENTS. J 1 IMPORTANCE FACTOR I e =1 ROOF SHEATHING 7/16"-INDEX 24/16 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: FLOOR SHEATHING 3/4"-INDEX 48/24 SEISMIC DESIGN CATEGORY 0 NICE SPECTRAL ACCELERATIONS S s =0.985 S =0.36 WALL SHEATHING 7/16"-INDEX 24/16 ANCHOR BOLTS: MINIMUM CEMENT CONTENT �„�`,,�,,�� ,. 1. ANCHOR BOLTS FROM SILL PLATES TO FOUNDATION SHALL BE GALVANIZED. PROJECT MANAGER: CN DESIGN SPECTRAL S =0.726 S =0.403 fc(PSI) MINIMUM CEMENT CONTENT PER CUBIC YARD 2. ALL ANCHOR BOLTS SHALL HAVE A GALVANIZED PLATE WASHER BETWEEN THE SILL PLATE AND DESIGNER: YS ACCELERATIONS Ds Di 3. ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-10 SECTION 12.8 3,000 470 LBS. NUT. SUPPORTS AND END JOINTS SHALL BE STAGGERED. 3. ANCHOR BOLTS SHALL BE PLACED SO THAT PLATE WASHER IS NO MORE THAN 112"FROM THE DRAWN BY: PCE-ENG-10 NORTH-SOUTH DIRECTION EAST-WEST DIRECTION 4,000 550 LBS. 4. ROOF SHEATHING SHALL BE BLOCKED,OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEATHED FACE OF THE SHEARWALL.WHERE SHEATHING IS APPLIED TO BOTH SIDES OF SEISMIC LOAD RESISTING LIGHT FRAMED WOOD SHEAR 5,000 630 LBS. 5. FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES SHEARWALL,ALTERNATE ANCHOR BOLTS. PROJECT NO: 17-T174 LIGHT FRAMED WOOD SHEAR WALLS MEETING THE APA SPECIFICATION AFG-01 OR ASTM 03498. TONGUE AND GROOVE PANELS 4. ANCHOR BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT SYSTEM WALLS RESPONSE MODIFICATION R=6 5 R=6 5 NOTES: SHALL ALSO BE GLUED AT THE T&G JOINT. DISPLACEMENT DURING CONCRETE PLACEMENT.DO NOT HAND SET OR WET SET. DATE: 1/12/2017 FACTORC" 6. SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE A. FLYASH CONFORMING TO ASTM C618"TYPE F,"OR`TYPE MAY BE USED TO REPLACE UP 5. SILLS AT WALL SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR SEISMIC RESPONSE ° REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PSI OR PS2. " SCALE: AS SHOWN AFFF T C =0.111 C =0.111 TO 2q Of THE CEMENT CONTENT;PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BOLTS AT 4'-0"OC MAXIMUM AND WITHIN 1-0OF SILL PLATE ENDS,CORNERS OR SPLICES, CQDUND�CY FACTOR s r=1.0 s r=1.0 BY TEST DATA. 7. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE.HOEDOWN BOLTS DO NOT TAKE THE BLOCKED AT ALL PANEL EDGES.SHEET SIZES SHALL BE 4'X8'UNLESS AT BOUNDARIES OR PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA COMPLIANT FRAMING CHANGES. REFERENCE PLANS FOR ADDITIONAL REQUIREMENTS. 6. ALL SILL PLATES SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE. WITH ACI-318 CHAPTER 5,A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. HOEDOWN BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. A\ 5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE APPROVED 7. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL. MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER. 6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE BOLTS: 21 P L EX BUILDING WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE MIX DESIGNS. A HIGH RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494"TYPE 1. ALL HOLDOWN BOLTS AT SHEAR WALLS TO FOUNDATION SHALL NOT BE IN CONTACT W/ F,OR TYPE"G"MAY BE USED IN CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT PRESERVATIVE TREATED(PT)WOOD.PT WOOD PLATES SHALL HAVE OVERSIZED HOLES 1/4"MIN EXCEED 10-INCHES. &3/8"MAX LARGER THAN BOLT SIZE.AS AN ALTERNATIVE,THE ANCHOR MAY BE SLEEVED WITH 7. SLEEVES,OPENING,CONDUITS,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL AN INSULATOR BUSHING OR GALVANIZED IN ACCORDANCE W/ASTM A653. DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO PLACING CONCRETE. 2. HOLDOWN BOLTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SHEET TITLE: CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE-THIRD 3. HOLDOWN BOLTS SHALL BE PLACED A MINIMUM OF 5"FROM THE END OF CONCRETE THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS STEMWALLS.ADD ADDITIONAL 2x STUD AS REQUIRED. GENERAL STRUCTURAL ON-CENTER. 4. SEE HOLDOWN SCHEDULE,DETAILS 3/85.1,5/S5.1,&6/S5.1 FOR TYPICAL HOLDOWN 8. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM INSTALLATION REQUIREMENTS. NOTES SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. 5. HOLDOWN BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT 9. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL NOT BE DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR WET SET. HAND SET,OR WET SET. 6. HOLDOWN BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL,THREADED ON BOTH ENDS UNLESS 10. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC CODE OF NOTED OTHERWISE. STANDARD PRACTICE SECTION 7.5. 11. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE,THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4"AMPLITUDE. 12. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES,UNLESS NOTED OTHERWISE. SHEET NUMBER: _ IS 1 S1 . . 1 . - 41111111.1111111111111111111 3 7 GENERAL STRUCTURAL NOTES (CONT) AND STATEMENT OF SPECIAL INSPECTION = _, ., } ; } ENGINEERED WOOD PRODUCTS: • ,, , MASONRY/STONE VENEER: 1. THE ENGINEERED WOOD PRODUCTS MUST HAVE A CURRENT ICC REPORT BASE ON THE TABLE 1 9 • ° , " . -,�' 1. VENEER SHALL NOT EXCEED 5"IN THICKNESS. APPLICABLE IBC CODE. REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS ` 'i.414 « } 2. PROVIDE 1"MIN(41/2"MAX AIR SPACE BETWEEN VENEER AND STUD WALL SHEATHING. 2• INCLUDES,BUT NOT LIMITED TO THE FOLLOWING ENGINEERED WOOD PRODUCTS: SYSTEM or MATERIAL INSPECTION REMARKS ., EXTERIOR WALLSHEATHING TO BE COVERED WITH APPROVED WEATHER RESISTANT BARRIER. I-JOIST,LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND IBC CODE CODE or FREQUENCY a $ - LUMBER(LSL),AND PARALLEL STRAND LUMBER(PSL). _- � : - ` 3. VENEER ANCHORS ARE TO MEET THE REQUIREMENTS OF ACI 530-08.6.2. ( ) REFERENCE STANDARD - � _ .� .�,•4 t,; 4. VENEER TO BE ANCHORED DIRECTLY TO WALL STUDS,COLUMNS,CONCRETE WALLS,CMU 3. SUPPLIER SHALL SUPPLY JOISTS,BRIDGING,HANGERS,BLOCKING,AND OTHER ACCESSORIES REFERENCE CONTINUOUS PERIODIC WALLS,OR STRUCTURAL ELEMENTS.ANCHORS TO BE SPACED AT 16"OC HORIZONTALLY AND NECESSARY FOR THE PROPER ERECTION&PERFORMANCE OF THEIR PRODUCT.THESE SHALL SOILS <. :. i 18"OC VERTICALLY, MAXIMUM.IN NO CASE IS THE AREA OF VENEER SUPPORTED BY EACH BE CLEARLY CALLED OUT AND DETAILED ON THE SHOP DRAWINGS. GEOTECHNICAL INVESTIGATIONS TABLE GEOTECHNICAL INVESTIGATION ANCHOR TO EXCEED 2.0 SQ.FT. AT AREAS WITHIN 12'-0"OF CORNERS THE VERTICAL SPACING 4. SUPPLIER SHALL INSPECT ALL JOISTS,BEAMS,BRIDGING,HANGERS,BLOCKING,AND OTHER 1705.6 SHALL INCLUDE ITEMS OF SPECIAL F R. ELIC H OF TIES SHALL NOT EXCEED 12"OC. ACCESSORIES AFTER INSTALLATION AND PROVIDE WRITTEN VERIFICATION OF PROPER 1803 INSPECTION AND TESTING AS INSTALLATION OF THEIR PRODUCT TO THE ARCHITECT AND STRUCTURAL ENGINEER OF N_r. 5. USE 314"x22 GAGE GALVANIZED METAL ADJUSTABLE ANCHORS OR#9 GAGE GALVANIZED WIRE NOTED IN TABLE 5 OF THE E N G { N 'E E R S A ANCHORS. RECORD. GUIDELINES PORTLAND: (503)624-7005 6. USE#9 GAGE GALVANIZED WIRE JOINT REINFORCEMENT HORIZONTALLY AT MAXIMUM OF 18"OC 5. PRODUCTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S VERIFY MATERIALS BELOW TABLE X BY THE GEOTECHNICAL ENGINEER BEND: (541)383-1828 JOINT REINFORCEMENT TO BE SECURED TO SEISMIC ANCHORS. INSTRUCTIONS AND SPECIFICATIONS. SHALLOW FOUNDATIONS ARE 1705.6 DENVER: (720)560-2269 7. ANCHORS TO MEET THE REQUIREMENTS OF SEISMIC DESIGN CATEGORY D. 6. LAMINATE MULTIPLE I-JOISTS WHERE INDICATED ON DRAWINGS AS PER MANUFACTURER'S ADEQUATE TO ACHIEVE THE froelich-engineers.com RECOMMENDATIONS. JOB# 177174 8. ISOLATE THE SIDES AND TOP OF ANCHORED VENEER FROM THE STRUCTURE SO THAT DESIGN BEARING CAPACITY VERTICAL AND LATERAL SEISMIC FORCES RESISTED BY THE STRUCTURE ARE NOT IMPARTED 7. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW,AND IN ADDITION FOR SNOW VERIFY EXCAVATIONS ARE TABLE X TO THE VENEER. DRIFT LOADING SHOWN ON THE PLANS. EXTENDED TO PROPER DEPTH 1705.6 9. PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGER THAN 16"IN EITHER DIMENSION. FLOOR LIVE LOAD: CORRIDORS 100 PSF AND HAVE REACHED PROPER SPACE ANCHORS AROUND PERIMETER OF OPENINGS AT A MAXIMUM OF 3'-0"OC PLACE LIVING SPACES 40 PSF MATERIAL ANCHORS WITHIN 12"OF OPENINGS. FLOOR DEAD LOAD 27 PSF PERFORM CLASSIFICATION AND TABLE X TESTING OF COMPACTED FILL 10. EMBED ANCHORS INTO THE MORTAR JOINT A MINIMUM DISTANCE OF 1 1/2"WITH AT LEAST 5/8" 8. CONTRACTORS TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO TESTING OF COMPACTED FILL 1705.6 MATERIALS(SEE TABLE 5) MORTAR COVER TO THE OUTSIDE FACE. ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING,ELECTRICAL UNITS,FOLDING PARTITIONS MATERIALS 1803.5.1 AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. VERIFY USE OF PROPER TABLE X BY THE GEOTECHNICAL ENGINEER 9. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. MATERIALS,DENSITIES AND LIFT 1705.6 IV GT REINFORCED CONCRETE MASONRY: THICKNESSES DURING 10. DO NOT NOT NOTCH OR DRILL ENGINEERED WOOD PRODUCTS,EXCEPT AS ALLOWED PER THE 1. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90,SAMPLED AND TESTED IN MANUFACTURERS SPECIFICATIONS.ANY PROPOSED NOTCHING OR DRILLING OF ENGINEERED PLACEMENT AND COMPACTION OF m . ACCORDANCE WITH ASTM C140. • WOOD PRODUCTS NEEDS TO HAVE PRIOR APPROVAL BY THE MANUFACTURER. COMPACTED FILL 4 Ottir4st 1;74 2. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065% 11. THE JOIST MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS PRIOR TO PLACEMENT OF TABLE X :.: 3. BLOCK COMPRESSIVE STRENGTH SHALL BE AS INDICATED IN THE TABLE BELOW. BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE COMPACTED FILL,OBSERVE 1705.6 4. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(Fm)AS INDICATED IN THE WHERE THE PROJECT IS LOCATED FOR REVIEW. HAS BEEN PREPARED PROPERLY SUBGRADE AND VERIFY THAT SITE • �� TABLE BELOW AS VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO IBC SECTION 12. THE CONTRACTOR SHALL COORDINATE WITH THE JOIST MANUFACTURER TO PROVIDE 2105. ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS WITH COLUMNS, •v r ,y, *; 5. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. WHERE NO COLUMN CONNECTIONS,CONNECTION HARDWARE,ETC. TABLE 2ki REINFORCEMENT IS SPECIFICALLY CALLED OUT ON THE PLANS,WALLS SHALL BE REINFORCED 13. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING AS INDICATED IN THE"MASONRY REINFORCING STEEL'SECTION OF THESE NOTES. (UNLESS NOTED OTHERWISE): REQUIRED STRUCTURAL SPECIAL INSPECTIONS x SYSTEM or MATERIAL INSPECTION REMARKS 6. HORIZONTAL WIRE AND BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS AT FLOORS: LIVE LOAD-1/480 OF SPAN,TOTAL LOAD-1/360 OF SPAN EXPANSION JOINTS EXCEPT AT ALL FLOOR AND ROOF LEVELS. A MINIMUM OF ONE VERTICAL#5 IBC CODE CODE or FREQUENCY BAR SHALL BE LOCATED ON EACH SIDE OF AN EXPANSION JOINT. ROOFS: LIVE LOAD-11240 OF SPAN,TOTAL LOAD-11240 OF SPAN REFERENCE STANDARD 4 , 14. DESIGNS,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: REFEREN E CONTINUOUS I PERIODIC . ::.:.<;...: . �b CONCRETE MASONRY ASSEMBLY STRENGTH A. DEFLECTION DESIGN CRITERIACONCRETE fm(PSI) I BLOCK STRENGTH(PSI) 1 GROUT STRENGTH(PSI) I MORTAR B. LIVE,SNOW,DEAD,WIND,SEISMIC AND MECHANICAL DESIGN LOADS INSPECTION OF ANCHORS 1909.1 ACI 318: X SPECIAL INSPECTIONS APPLY TO 1,500 1900 2,000 TYPE M OR S C. ERECTION AND PLACEMENT CRITERIA INSTALLED IN HARDENED TABLE 1705.3 3.8.6,8.1.3,21.1.8 ANCHOR PRODUCT NAME,TYPE, D. DETAILS OF ALL BRIDGING,BRACING,STIFFENERS,BLOCKING,CONNECTIONS&HANGERS CONCRETE AND DIMENSIONS,HOLE E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS DIMENSIONS,COMPLIANCE WITH 7. PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING COLD WEATHER DRILL BIT REQUIREMENTS, (TEMPERATURE BELOW 40°F(4.4°C))OR HOT WEATHER(TEMPERATURE ABOVE 90°F(32.2°C)) F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT CLEANLINESS OF THE HOLE AND SHALL CONFORM TO ACI 530.1 ARTICLE 1.8 C AND 1.8 D. 15. CALCULATIONS OF THE ENGINEERED.WOOD PRODUCTS MUST BE SEALED BY THE PRODUCT ANCHOR,ADHESIVE EXPIRATION ENGINEER AND SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER OF RECORD. DATE,ANCHOR/ADHESIVE 16. I-JOIST SHALL HAVE LAMINATED VENEER LUMBER(LVL)FLANGES W/ORIENTED STRAND BOARD INSTALLATION,ANCHOR (OSB)WEBS. MORTAR: EMBEDMENT,AND TIGHTENING TORQUE 1. MORTAR SHALL BE OF THE TYPE INDICATED IN THE TABLE ABOVE WITH A MINIMUM WELDING REINFORCING STEEL 1705.2.2.1.2 ACI 318:3.5.2 X REFER TO STEEL FOR WELDING COMPRESSIVE STRENGTH AT OF 1,800 PSI FOR MORTAR TYPE S(2,500 PSI FOR MORTAR TYPE M) S 1903.1 AWS D1.4 REQUIREMENTS AT 28-DAYS AND SHALL CONFORM TO IBC SECTION 2103. PREMANUFACTURED WOOD TRUSSES: TABLE 1705.2.2,ITEM 2b 1. DESIGN OF THE PREMANUFACTURED WOOD ROOF TRUSS SYSTEM SHALL BE THE VERIFICATION OF WELDABILITY OF TABLE AWS D1.4 X CONTRACTORS RESPONSIBILITY. REINFORCING STEEL OTHER THAN 1705.2.2 ACI 318: SECTION Q 2. DESIGN SHALL CONFORM TO THE PROFILES SHOWN ON THE DRAWINGS AND THE ASTM A 706 3.5.2 3 MASONRY GROUT: REQUIREMENTS OF IBC SECTION 2303.4 AND THE"DESIGN SPECIFICATIONS FOR LIGHT METAL OTHER REINFORCING STEEL TABLE AWS D1.4 X 1 PLATE CONNECTED WOOD TRUSSES",TPI-24 AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. 1705.2.2 ACI 318: SECTION 1. GROUT SHALL HAVE A COMPRESSIVE STRENGTH AS INDICATED IN THE TABLE ABOVE AND 3. TRUSS DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS TO THE STRUCTURE 3.5.2am 1 SHALL CONFORM TO IBC SECTION 2103. REQUIRED TO TRANSFER DESIGN LOADS INTO THE STRUCTURAL SYSTEM OF THE BUILDING. PLACEMENT OF BOLTS INSTALLED TABLE ACI 318: 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED I�/� 2. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTICIOUS MATERIALS AND AGGREGATE TO 4. MANUFACTURER SHALL DESIGN AND FURNISH ALL WOOD FRAMING CONNECTIONS NECESSARY IN CONCRETE 1705.3 ACI 318:8.1.3 V J WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT TO TRANSMIT DESIGN LOADS,INCLUDING SEISMIC AND WIND LOADS,TO THE BEARING AND 1908.5 ACI 318:21.1.8 �,,r SEGREGATION OF THE CONSTITUENTS. SHEAR WALL SUPPORTS. 1909.1 ACI 318-APPENDIX '��,,, 3. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. 5. THE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS SHOWING LAYOUT AND ANY DETAILING DLLI NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE STRUCTURE. VERIFYING USE OF REQUIRED MIX TABLE ACI 318:CHAPTER X 4. FULLY GROUT ALL WALLS BELOW GRADE AND WHERE INDICATED ON PLANS. 6. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM DESIGNS) 1705.3 4 . E LOADS AND ANY SNOW DRIFTING/SLIDING SNOW INDICATED ON DRAWINGS: 1904 ACI 318:5.2-5.4 W 1904.2 "► d PREMANUFACTURED WOOD TRUSS LOADING 1910.2 �,,•/ o o MASONRY REINFORCING STEEL: LOADING TYPE UNIFORMLY DISTRIBUTED LOAD(PSF) 1LC CONCRETE PLACEMENT TABLE AC1318:1.3.2.D X i:2 F- rr" 1. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO IBC SECTION 2103.14. ROOF LIVE LOAD 20 1705.3 ACI 318:5.9-5.10 w 2. DEFORMED REINFORCING BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY 25 �'�/�' Ce PLACED IN ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL ROOF SNOW LOAD EAVES: 25 5 L.L.. O O rz CONFORM TO ASTM A706 GRADE 60. TABLE 5 TOP CHORD: 10 0'E �W " 8 m 3. UNLESS OTHERWISE NOTED ON PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS ROOF DEAD LOAD REQUIRED TESTING FOR SPECIAL INSPECTIONS > FOLLOWS: BOTTOM CHORD:8 SYSTEM or MATERIAL TESTING REMARKS E 0 E W- rn o0 co NET WIND UPLIFT 7 IBC CODE CODE or FREQUENCY Z d IN ADDITION TO THE LOADS NOTED,ALL TRUSSES SHALL BE DESIGNED TO SUPPORTA I W 0 O (� ›- MINIMUM WALL REINFORCEMENT-RUNNING BOND REFERENCE STANDARD cfiqI` �.(� CONCENTRATED LOAD OF 100#AT ANY LOCATION ALONG THE TOP OR BOTTOM CHORDS. CONTINUOUS PERIODIC I+- "� NOMINAL WALL THICKNESS VERTICAL HORIZONTAL REINFORCEMENT REFERGEOTECHNICAL I E W p >"" CI j REINFORCEMENT 7, CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO D 8" #5 @ 24"OC (2)#4 @ 48"OC ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING,ELECTRICAL UNITS,FOLDING PARTITIONS GEOTECHNICAL ENGINEER TO 1803 TESTING PER GEOTECHNICAL p O PERFORM TESTING OF REPORT C4 U AND OTHER CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. .ammo 1- d m 4. BOND BEAMS WITH TWO#5 BARS SHALL BE PROVIDED AT ALL FLOOR LINES,ROOF LINES,ANDCOMPACTED FILL MATERIALS Lry ro ?- 8. TRUSS MANUFACTURER SHALL DESIGN ALL DRAG TRUSSES AND DRAG STRUTS FOR THE .c� o AT THE TOP OF ALL WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. FOLLOWING: FILL IN-PLACE DENSITY OR 1705.6 X BY THE GEOTECHNICAL ENGINEER W I2- - • r. > 6. PROVIDE ONE BAR MATCHING THE VERTICAL REINFORCING SIZE FOR THE FULL HEIGHT OF A. SHEAR LOADS AS INDICATED ON THE PLANS AND NOTES PREPARED SUBGRADE DENSITY WALL AT EACH SIDE OF ALL OPENINGS,AT WALL ENDS,AND AT WALL INTERSECTIONS. B. DRAG TRUSSES TO COLLECT LOAD ALONG THE TOP CHORD AND TRANSFER TO THE MATERIAL VERIFICATION VARIES;CLAX BY THE GEOTECHNICAL ENGINEER ANDD TESTING ON N 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL BOTTOM CHORD THROUGH WEB MEMBERS REINFORCEMENT. THESE DOWELS SHALL BE LAPPED TO THE VERTICAL WALL REINFORCEMENT C. ALL TOP AND BOTTOM CHORDS TO HAVE CAPACITY OF TRANSFERING SHEAR LOADS OF CONTROLLED AND BE EMBEDDED A MINIMUM OF 9"INTO THE FOUNDATION WITH A STANDARD 90 DEGREE THROUGH SPLICES. MATERIALSD FILL PERMIT HOOK. 9. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS CONCRETE SUBMITTAL 8. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT ALL WALL BEARING THE STAMP OFA REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE INTERSECTIONS. WHERE THE PROJECT IS LOCATED FOR REVIEW AND APPROVAL. AT THE TIME FRESH CONCRETE IS TABLE ASTM C 172 X FABRICATE SPECIMENS AT TIME 9. LAP ALL REINFORCING BARS AS FOLLOWS UNLESS OTHERWISE NOTED WITHIN THE DRAWINGS: 10. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING SAMPLED TO FABRICATE 1705.3 ASTM C 31 FRESH CONCRETE IS PLACED SPECIMENS FOR STRENGTH ACI 318:5.6,5.8 (UNLESS NOTED OTHERWISE): MASONRY REINFORCEMENT LAP SPLICE SCHEDULE(IN) FLOORS: LIVE LOAD-1/480 SPAN,TOTAL LOAD-1/360 OF SPAN CONTENT TESTS,ANNDD DETERMINE CLASS OOFF CONCRETE,OR LESS BAR SIZE fm=1,500 PSI fm=2,000 PSI fm=2,500 PSI I fm=3,000 PSI ROOFS: LIVE LOAD-1/240 OF SPAN,TOTAL LOAD-1/240 OF SPAN THE TEMPERATURE OF THE THAN ONCE FOR EACH 150 YDS OF #4 24 24 24 24 11. DESIGN,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: CONCRETE CONCRETE,OR LESS THAN ONCE REV DATE ISSUE TITLE #5 36 30 30 30 I A. DEFLECTION DESIGN CRITERIA FOR EACH 5,000 FT2 OF SURFACE � B. LIVE,SNOW,DEAD,WIND,SEISMIC AND MECHANICAL DESIGN LOADS AREA FOR SLABS/WALLS.ONCE !3 l 03/20/18 STRUC REVISIONS NOTES: G. ERECTION AND PLACEMENT CRITERIA EACH SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL AND MINIMUM A. FOR CENTER-TO-CENTER SPACING LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND D. DETAILS OF ALL BRIDGING,BRACING,STIFFENERS,BLOCKING AND CONNECTIONS CONCRETE STRENGTH TABLE ASTM C39 X ONE SPECIMEN FOR EACH 50 CUBIC DIVIDE BY THE SPACING BETWEEN BARS. E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS 1705.3 YARDS."PRECONSTRUCTION TESTS B. FOR MASONRY CLEAR COVER LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND DIVIDE F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT AS REQUIRED PER THE BUILDING BY THE CLEAR COVER. 12. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM OFFICIAL-" C. NOTES A AND B SHALL NOT BE APPLIED CONCURRENT,USE THE LARGER RESULTING LAP BOARD CEILINGS. CONCRETE SLUMP TABLE ASTM C143 X LENGTH OF THE TWO WHEN BOTH CONDITIONS OCCUR. 13. DO NOT NOTCH OR DRILL TRUSS MEMBERS WITH OUT APPROVAL OF THE TRUSS CONCRETE AIR CONTENT 1705.3 ASTM C231 X MANUFACTURER AND THEIR ENGINEER. CONCRETE TEMPERATURE ASTM C1064 X PROJECT MANAGER: CN I MASONRY REINFORCEMENT COVER USE COVER DESIGNER: • YS MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" 1-1/2"(#5 AND SMALLER) I TABLE 6 DRAWN BY: FCE-ENG-10 MASONRY FACE EXPOSED TO EARTH AND WEATHER 2■(#6 AND LARGER) REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE(SEISMIC CATEGORIES C,D,E,F) PROJECT NO: 17-T174 INSPECTION SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS DATE: 111212017 REFERENCE STANDARD SCALE: AS SHOWN REFERENCE CONTINUOUS I PERIODIC STRUCTURAL WOOD FIELD GLUING OF DIAPHRAGM AND SHEAR WALL ELEMENTS FOR X . �jj �--�� SEISMIC • CO NECTIo1 s 7OR DIAPHRAGM CHORDS,COLLECTORS,BRACING, ALL CONNECTIONS VISUALLY 21 P L EX BUILDING AND SHEAR WALL ANCHORAGE X INSPECTED AND HOLDOWNS 1705.11.2 SPECIAL INSPECTION IS NOT REQUIRED WHEN FASTENER FASTENING OF DIAPHRAGM AND SPACING IS GREATER THAN 4"ON SHEAR WALL SHEATHING WITH X CENTER FOR WOOD SHEAR WALLS, SHEET TITLE: EDGE NAILING 54" DIAPHRAGMS,NAILING,BUILDING AND OTHER COMPONENTS IN THE GENERALSEISMIC FORCE-RESISTING SYSTEM, STRUCTURAL NOTES (CONT.) & SPECIAL INSPECTIONS SHEET NUMBER: 2 S1 . 2 1 • ►wrr e - a a a -- ,,,,,„ it. SCHEDULE AND NOTES •I,.l�r^�.r-t M /�.r^�.rr.��..-�.r1 r^.r�..r1r^.��i^./-�.^'�r'•w.��.^..rr.r^�/"�/'�r^•.i-� r^.r-���1r^�r1,r�./ �r'�.^�.i-�r^�r`•.r^1i^�r r1r^.r�.r'�r. a a fir.4%lIl �: .• :-f-3f' • ( JOIST FRAMING SCHEDULE BEARING WALL SCHEDULE ) "` • HEADER/BEAM SCHEDULE ( DEPTH JOIST TYPE AND SPACING ` MARK WALL HEIGHTS BASEMENT WALL FIRST FLOOR WALL SECOND FLOOR THIRD FLOOR WALL WALL TYPE g= _ '* " " (IF APPLICABLE) WALL J1 11 7/8 RFPI-400 @ 19.2 OC 4:41:' HEADER/BEAM SIZE POST/COLUMN TYPE(UNO},* ) �^'��..--.���r"--.�� �.- .�"`. W1 10'-2"&LESS 2x6 HF#2 @ 16"OC 2x6 HF#2 @ 16"OC 2x6 HF#2 @ 16"OC 2x6 HF#2 @ 16"OC TYPICAL CONSTRUCTION ) ,. H1 4x8 DF#2 .• (1)2x6 OR(2)2x4 CRIPPLE AND(2)2x KING la ( J2 11 7/8" (2)RFPI-400 @ 19.2"OC W2 10'-2'&LESS (2)2x6 HF#2 @ 16"OC (2)2x6 HF#2 +} 16"OC (2)2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC TYPICAL CONSTRUCTION B1 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING ( J3 11 7/8" RFP!-400 @ 16"OC ) F R E L I C H ) W3 10'-2"&LESS (2)2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC PARTY WALL B2 6x6 DF#2 (2)2x6 OR(3)2x4 HF#2 / J4 11 7/8"" RFPI-400 @ 12"OC ) E hl t N E E R S f l J5 7114" PT 2x8 HF#2 @ 16"OC W4 10'-2"&LESS 2x6 HF#2 @ 16"00(TYPICAL 2x4 HF#2 @ 16"OC 2X4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC PARTY-GARAGE WALL PORTLAND: (503)624-7005 83 3 1/2 x 11 7/8"GL ( 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) • ) / CONSTRUCTION) (PARTY WALL) (PARTY WALL) (PARTY WALL) ) BEND: (541)383-1828 r ` J6 5.5" 2x6 HF#2 @ 12"OC ) ) DENVER: (720)560-2269 . B4 51/2 x 11 7/8"GL \ 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) )f W5 10'•2"&LESS 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"00 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC TYPICAL CONSTRUCTION froelich-engineers.com B5 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) ) , J7 11 7/8" 1 3/4"1.5E LVL @ 16"OC ) ..✓�.+N✓�v�...rv`..�vv�...i�..��v�✓�r`.�..i`.r.✓....s�.✓�,r.✓�,.r��,.rv,✓�..ru.✓�..i.,✓�..r�.ivvN✓� JOB# 17-T174 B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) ) J8 11 7/8" (2)RFPI-400 @ 12"OC • S,..I....✓�.,�vvr...,�..►v....r,+✓v�IUv�J....rv\✓ ..:"-.✓..✓�\✓�.+--,./�..r..... ."vv`.-- ....) B7 51/2x15"GL 6x6 HF#2 ) ., 138 51/2x18"GL S. 6x8HF#2 ) 139 51/2 x 21"GL 5 1/2x6 GL POST ) B10 63/4 x 31"GL • 5 1/2x7 1/2 GL POST SHEAR WALL SCHEDULE • • :. B11 51l2 x 9"GL (1)2x CRIPPLE AND(1)2x KING TYPE SHEATHING-NAILING SOLE PLATE RIM JOIST MUD SILL PLATE AND COMMENTS CONNECTION TO RIM CONNECTION TO ANCHOR BOLTS(REF • NOTES: ' . • B12 PT 51/2 x 15"GL REF PLAN �.,�.,,1..-.,..,,,o,,` JOIST DOUBLE TOP PLATE NOTE 6) 1. REF BEARING WALL SCHEDULE FOR WALL TYPE. BEAM SPECIFIC NOTES: • STD 17/16 APA RATED SHTG 0.148x3 COMMON @ 6 0.148x3 TOE NAILS @ 2x PL W!5/8 DIA AB @ 42 SEE NOTE 11 2. UNIQUE WALL FRAMING CALLED OUT ON PLANS. ( (1)SIDE W/8d NAILS @ ) OC LTP4 @ 48"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW • 3. STUDS SHALL BE ALIGNED FROM FLOOR TO FLOOR. • 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. 6"OC EDGES&12"OC ) @ 48"OC MASA) ■ 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN THIS FIELD TABLE OR ON THE PLANS. A ( 7/16"APA RATED SHTG 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 24" SEE NOTE 11 �- \ Z ( (1)SIDE W/8d NAILS @ OC LTP4§48"OG 8"O0&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW 6o_ ` +f • ( 4"OC EDGESd&12"OC ) @ 32"OC MASA) 0 SHEAR WALL EDGE NAILING • a0 SHEAR WALL EDGE NAILING P FOOTING SCHEDULE B t 7116"APA RATED SHTG )0.148x3"COMMON @ 4" 0148x3"TOE NAILS @ 2x PL W/5/8"DIA AB aQ 18" SEE NOTE 11 -J -I . : 1 ( (1)SIDE W/8d NAILS @ ) OC LTP4 @ 36 OC 8 OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW p CONT DBL 2X TOP PL p CONT DBL 2x TOP PL( �.. 3"OC EDGES&12"OC @ 24"OC MASA) SIZE REINFORCING NOTES ) -_ _ - 'Y` FIELD WALL STUD SIZE&SPACING WALL STUD SIZE&SPACING 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT C /' 7/16"APA RATED SHTG 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 3x PL W/5/8"DIA AB @ 12" SEE NOTE 11 7.,,,,, -WALL. BEARING WALL SCHED REF BEARING WALL SCHED TRANS:#4 @ 18"OC BOT ` (2)SIDES W/8d NAILS OC LTP4 @ 24"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW •/ 'L- • 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT • ( @ 4"OC EDGES&12" ) @ 12"OC MASA) ��= - LlMINIk ., - , - • ) .n.-m )-,_ • -.) - a :.-: ., .. 4,• , a , -, -) „.,44' • ----, t-m!•.-...,._ .) ,• 7 -)_ _ 4w, 41Forw are. , -s• :V- - 4,= -'„v."',•.:'.:"- s• . '„,--.,'„,"7 t'ilL*42-4-- •,,t;e1-'' . --)--,Ag'•;. .,,, • „s“ - FROELICH ENGINEERS PORTLAND: (503)624-7005 BEND: (541)383-1828 DENVER: (720)560-2269 froelich-engineers.com ' JOB# 17-1174 (Th • 34 • • 00 PROPEn 41/4 VONZAPkeiriToP 11412 44t . FOR FRAMING, . ,,,.• .--, .4, . . ti.; O. . . REFERENCE SHEET S2.4 A&B. I S21.5 . • A i 1 i . F-- 0 _ I...7.LILI, ) u) ... 0 HOLDOWN OF LEVEL 03, T 1[ : } I [-.1 • 1 — : 1.1.1 i-- REFERENCE SHEET - : li .."..7 1 II FOR FRAMING, 0 g ! , REFERENCE P-,II SHEET S2.4 A&B. re 0 , • .• 1 Z.: f I s g 0 _............_ ,... .......,..,4,....._Ji 1 US Ili 1 , . 1._ c2A , • — ,• • • _ • : i : • ; 1 ‘ - , • 0 LU (0 Z CO < - _ P„,.: > 0 FOR SHEAR WALL& I L,11 '1 : r 1 ' I -1 ______ 71 . 'F_Ii.:-H 11-11-1 tuft > (7), ti i .....1 2 8 HOLDOWN OF LEVEL 02, i ' -i ' III . Ctle" trjr-- P-7-6 , 2 cca REFERENCE SHEET---------------'----10 - III 11 1 _,__ ---1,... ' , FOR FRAMING, S2.4 A&B H ''. 1 i 1 4. . • _. .4_ I REFERENCE - ,, -•-)- 1 SHEET S2.3 A&B. ..t..,_ I 1 PERMIT I .......„, _....1 . , . ; S2.3 1 , . , . I I] SUBMITTAL I ..... Li 1 _: • T — U I 1 ,......; •OWN SI MS FOR SHEAR WALL&--,,,,,..._,.......,„_,,..... P 0 q i 1 i I r 1 1 1 I I! a ma a ma REV DATE ISSUE TITLE . _ HOLDOWN OF THIS • ±--- --1± 1 - :H II , ' a ILL ma a am •-•., A\ 03/20/18 STRUC REVISIONS LEVEL,REFERENCE Ili INN II . , . _ _ a ..2 SHEET S2.3 A&B 1 . . . i sm, ,,, ming FOR FRAMING, • 1 . ,_ : '„,41 REFERENCE 1 - , , ,,, , - , , _ , SHEET S2.2 A&B. _k._#-- ji • a S2.2 1 _ , , , 1 , : - ' ' 7,..JJI ,.... , I •11•01111111.1111111111101010 aum""amml I , II , , _____. mama IIMINININ INININIMIN SOWN 'A:44' • ..4:- ei l'; a OWINIIIIR • I . • a OWNS ININNINWIN PROJECT MANAGER: CN WOWS roil - . . . ..... ..... • ....... DESIGNER: YS 0 FOR SHEAR WALL& • HOLDOWN OF THIS N ' . DRAWN BY: LEVEL,REFERENCE N op . o FCE- SHEETS2.2A&B I PROJECT 17-1174 •1 r r---- -.1 ,.... t WO SW SO - • DATE: 1/12/2017 4 ,. • i 0 a, 1' alS i \ s foe ,, IQ, I NW WIIIIII • \ • SCALE: AS SHOWN • I , in,' silt se WO Ink • [...-.., 4.4 ''''' .j \ S2.1 , a, mos. N._ ow,so a IMNIS WI I WNW VII In . \ i ....0ONSI fiin • MINE IWO IOW SO WWI WI / ...,_.... ° MOM NW SSW SI I --•-• I WINNISSI W OM Ift, / WOW OW SOO SU • W WNW SI OM WI / • VIM WWI SSW IOW WINNINMO NM WI / 21 PLEX BUILDING ... I .NON • 111WSION WWI SINI • / SWIM NOW SW OWN= WSJ WII . WNW NNW SW SHEET TITLE: FRAMING & SHEAR WALL MAP 1 •21 PLEX- FRAMING & SHEAR WALL MAP S2.0SCALE: 1/4"= 1'0" •16-T100 SHEET NUMBER: S 2 1 0 • . , = , • • • • FOUNDATION PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION 3 .e • METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS AND CONDITIONS NOT = * : �°° . : ". SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE •' " {''- P'-v-- ,-ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAIL !' ARE ENCOUNDERED,NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A ; TIMELY MANNOR PRIOR TO BID OPENING. ,- ?..0(:.'":1" Ili - •,.,, C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 2/S5.1 � `:• D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1/S5.1 - y " E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. F R O E L I C H ENCINEERa1 ED YB YD KEYED NOTES P°la "D 54(1338)36.2148-2780 $31 28 Q .•^moi r-��r����.-���r��r������.-��r . DENVER: (720)560-2269 I 29 PT 6x6 HF#2 COLUMN.SEE DETAIL 13/S5.2 froelich-engineers.com JOB# 17-T174 ® I 37 4"CONC SLAB ON GRADE W/6X6-W1.4XW1.4 MESH OVER VAPOR BARRIER PER ARCH OVER SUB-GRADE PER GEOTECH IAla I 51 USE SIMPSON ABU POST BASE BEARING ON FOOTING W/5/8"DIA SIMPSON 29 - STRONG-BOLT 2 WEDGE ANCHOR(5"MIN EMBED)OR CAST-IN ANCHOR BOLT(7" TV 10 13 -- MIN EMBED). REF 13/S5.2 SIMILAR. TYPll WI _ 9 © _ 4 8 I 1 2 r'�"� I I 8 10 ......,_ :II 3 � r-- ■ L {: IMI 44 FOOTING SCHEDULE I I I IVP f� - i SIZE REINFORCING NOTESI I I ■ I � P AT 4 r --} !'"1 U I.�.a ,� �----I TYP �--- I ■ � _ �`` 4. -- i - - I- nom - ( I --© - -r -'- - - - - - - n I `- / 1 1'-6"WIDE x AS SHOWN x 10" LONG:(2)#4 BOT ` 1 0 0 J - I 1-- 23 J L_ DEEP TRANS:#4©18"OC BOT S5.3 I I I ( I 1 7 I („_„" `� ( 2 2'-0"WIDE x AS SHOWN x 10" LONG:(3)#4 BOT *':,:it-* ; I - I Is I 1_------ ----J i I DEEP TRANS:#4@18"OCBOT `� , L I r 1 = 1 1 I r' - 3 3'-0"WIDE x AS SHOWN x 15" LONG:(5)#4 TOP&BOT �}ti""nnn. I6'i'' DEEP TRANS:#417a 12"OC TOP& } I I `�� -- BOT iVa I I - 1-6— ( 4 2'-6"x 2'-6"x 10"THICK (3)-#4 EA WAY-EQ SPACED '" .°' I- W1 1 I I ---- r__ 7 t � OA L _ BOT Irl I __ _ I W1 1 _ I 5 3'-0"x 3'-0"x 12"THICK (4)44 EA WAY-EQ SPACED Arilk BOT I Ea I© VP j,P I ______t-_= ( 6 3'-6"x 3`-6"x 12"THICK {4)-#5 EA W BOT Q SPACED _ 15 ' 8 CJ - I- = TYP I 55.2 NOT USED ON W12 I2-0"WIDE xAS SHOWN x 12"WI CJ 1 0i, = ::II17 W2 DEEP TRANS:#4 @ 24 flC BOT HOUSE I 2 1 I I I - - ii 3 ' W.1 1 l = I I— _ 603 2 A I = • ' 2 1 5 I L----J I .F# I , i i ® I I =l , , r W1 --1 I 1s W2 I x - -I )J S5.2 F. I 11 �1 1 — 2 CO SLOPE, SLOPE, 11 I SLOPE, REF ARCH 18 REF ARCH REF ARCH - - - -- 411111 S5.2 I II ( = W1 SLOPE, _ SLOPE, W ® = 2 REF ARCH REF ARCH AM AS REQ'DM ` TMP ® I ( 1S = I W CO I t I I I111 w1 = t I I I 55.2 , : ° Q 2 L J L J L J _ L L._..:._J L J = L J L __._._ _. _.. 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IT IS THE RESPONSIBILITY OF THE 4f 40 S6.3 CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER 0 S6.2 CD 6 Q I AISC CODE OF STANDARD PRACTICE. _ Q 56.1 © Afti S6.1 Q E- ffil 6 6 S6.1 � i ( 7 i i 6/44.4 B6 - -- ---- �� , KEYED NOTES 44 154/2 -_ _- --- C - - Q y - - S6.1 - - - - - � GO _ Q ,� 20 H, - © @ i I 0 !3\ 1 1 1/4"MAX GYPCRETE OVER 3/4"APA RATED SHEATHING. 0:00.rf:Rart -- - 2 SIMPSON CSI6 x 12 0 ,9'-O"TO 1 314 x 11 7/8 BLOCK{NG BETWEEN FLOOR JOISTS © 0 i 516.2 @ i 5 i . cv-,,,, , *41.*:,11e, . S6 2 �/ &3'-0"TO DBL TOP PL OR BEAM. USE(2)ROWS 0.148"x3"NAILS @ t6"OC. *"`` 7„a a ` e Nur wratai,orir -� !y 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. I 0 / ri 17SIMPSON i WIRES:R ti mi.n f 12 SIMP O M 48 CET O B 9 PRE-MANUFACTURED ROOF TRUSSES @ 24 OC S N ST N ERED AT DBL T PPL BREAK 3'-0" / / 3,_0 S6.2 - ( 15 SIMPSON CMSTI4 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE(2)ROWS n r B3 AEI 10 ee /'\ 0.148"x3"NAILS @ 5 1/4"OC. 2x8 S6.2 S61 16 31/2x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2" -- @ 16"OC TYP FLOOR DEPTH CONDITION.) I 17 SIMPSON CS14."STRAP 3'-6"OVER DRAG BEAM W/(2)ROWS 0.148"x3"NAILS @±6" i i B3 ( OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS 7 _._. _ @ t6 OC.SEE DETAIL 14/S6.2 AND 20/S6.2. S6.1 B _ I 6 - ® 10 19 SIMPSON CS16,STRAP BETWEEN 1 314"x 11 7/8"BLOCKING BETWEEN FLOOR .._....r ,.__., r__ © ___ _ m S6.1 JOISTS&3-0 TO BEAM AND DBL TOP PLATE AT EACH END. USE(2)ROWS k.-.-�..�__ f-w r.�H -� S6.1 _ I 0.148"x3"NAILS @ t6"OC. 111 A kI I 420 2x SPACED DECKING • -Lity 30 SIMPSON HUCQ SDS HANGER ® ® 17":""--1 I M A\ 39 51/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION 3 1.---: H1 - 6 11 I m40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR f ; i.l � S6.1 ,_ t' S6.1r441 PT 6x6 HF#2 COLUMN.SEE DETAIL 15IS6.2 ��f - ,, B3 -r B3 ( L� - ia� 43 HOEDOWN TO BE PLACED AT LEVEL 01 AND EXTEND ANCHOR BOLT THRU CRAWL 10 i ---,, 9 s1 0 M SPACE PONY WALL W/SAME SIZE THREADED ROD AND COUPLER.REF DETAIL 'C� S6.1 „___ m 16/S5.2 FOR MORE INFO. •- S6.1 M - W I""' YJ 9 N I (I� 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. W W i r ii m S6.1 ii � o CS76.1 30 �� I " M p I A\ 48 SIMSON CS14x6'-0"CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM 0 QO t �- ,_ .a a a _ ( @ t� ,.. rJZ J r i A i i 4 i M lt...__y �. JOIST. USE 2 ROWS 0.148"x3"NAILS t6"OC. = o r' '- ' B3 Mr= •,„ • y 0 _. _._ ____.1J_ - - - - - -- - - .- V V ._ H1 I J L. ....... . t9 u� f T f nM,� f- - - - - HEADER/BEAM SCHEDULE L.L. o Q 12 ® e W o V a ® . '" `'J S6.1 HEADER/BEAM SIZE U ��„�POST/COLUMN^PE(UNO��,,�.i 0 wk j S6.1 0 0 0 J6 Hi 4x8 DF#2 (1)2x6 OR(2)2x4 CRIPPLE AND(2)2x KING I"� Z /Z 0 a I ; - I B1 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING Ce Q J� t e r �, - �______�_ ����,�. .�.,������..��.��,.����..� .,,., .,... 6x6O V -.7 � B2 DF#2 (2)2x6 OR(3)2x4 HF#2 wUJ Q j B3 ' 63 B3 31/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) I c� - Ix p 1 A .1 1. �.. �"� �� 64 51/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) /'�y�' `� m U 65 7 x 11 7/8"PSL ( 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) ) P--‹ Cl. h- S6.1 1 i i I` ` SIM j ' 12 B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS)( ) S6.1 r1 ! S6.1 B7 51/2 x 15"GL I 6x6 HF#2 i ,o ; B8 51/2x18"GL 6x8 HF#2 PERMIT L . © T- -1 SUBMITTAL 6 -.1 j S6.1 ��, I B9 51/2 x 21"GL 51/2x6 GL POST ! S6.1 i_� i i r - ; I `_ B10 63/4x31"GL 51/2x71/2GLPOST . 1 ! ©i M i m j ` '= BI1 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING 1 m i ; _ B12 PT51/2x15"GL l REF PLAN J `4 . - ..,. ,,,.. 1 r1_.... __0a a, r�is r-, ,� y = BEAM SPECIFIC NOTES: +..r."'�.. ,`'.�vv%."e�.►/."..�".sN..... REV DATE ISSUE TITLE r I I 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. 03/20/18 STRUC REVISIONS L , 0 1 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END ' _ 101 1 8 UNLESS NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. v C _" ® S6.1 Ci) i ,. S6.1 `� 10 _diI I �3\ JOIST FRAMING SCHEDULE f TYP S6.1 © I DEPTH JOIST TYPE AND SPACING PROJECT MANAGER: CN 10 / J1 11 7/8" RFPI-400 @ 19.2"OC DESIGNER: YS 56.1 J2 11 7/8" } (2)RFPI-400 @ 19.2"OC DRAWN BY: FCE-ENG-10 I 0 I ( J3 11 7/8" RFPI-400 @ 16"OC ) • m PROJECT NO: 17-7174 I - __-_-- _ _ ( J4 11 7/8" RFPI-400 Q 12"OC ) DATE: 1/12/2017 Q ,_,........_i ^� _.----_....,i�___ .__ �_ ( J5 71/4" PT 2x8 HF#2 @ 16"OC ) i '� 20 SCALE: AS SHOWN v 20 ` i ( J6 5.5" 2x6 HF#2 @ 12"OC ' (2i) , ` l(13 1 . I 22 I I J7 11 7/8" 1 3/4" 1.5E LVL @ 16"OC �_.__.____...._. _._._..� © ® © S6.2 © 0 © _ „vv�v/8" �..i...ivvvv (2)R 00 @ 12"OC *✓v�./� L__ Ad&__ H1 _ Q , !� f J8 11 FPI-4 r i A6.1 A6.1 @ _ - Iv' - Aft _ , `-� � '� B6 F i - n_____�_____ .._. •� �� B6 '; 0► - 21 PLEX BUILDING -L �P�� I i V p i I. I i I �----- 1 CD 1 al OD S6.1 ® 0 ® 23 SHEET TITLE: S6.2 S6.1 862 S6.2 I SECOND FLOOR I I I FRAMING PLAN - WEST A FLOOR JOIST FRAMING UPDATED /3\ DF STUDS AND COLUMNS CHANGED TO HF ' I HOLDOWNS UPDATED FOR HF STUDS YA YC YE I SHEET NUMBER: 1 SECOND FLOOR FRAMING PLAN -WEST S2.3A SCALE: 1/4:= 1'-0" _ ,7-7174 ■ 3A ' T111111 FLOOR FRAMING PLAN NOTES - 111k AIIINIMINIIII A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL of it CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS • •. - • AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE ' '•• THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS 44 REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED,NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR e TO BID OPENING. �Y C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED OTHERWISE FROELICH D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS ENL I (�! 0 E R I! Cct." PORTLAND: (503)624-7005 r-r,i- T ,Q .H D 4 �.,r�„--�r��,.-�,--.��i-.,,� BEND: (541)383-1828 I E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS(OR(3)2x4 STUDS ) DENVER: 560-2269 AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION,TYPICAL UNLESS NOTED fNVER: (720)560 22 OTHERWISE. ) JOB# 17-Ti74 ( F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) .1 CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL ) I ( 2/S6.1 29 Alk Ala ® m 29 OV' HE RAW REDIM DIMENSIONED AND NOT S6.3S6.2 S62 S6.2 563 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE 43) 56.2 TYP CD TMP . CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER AISC CODE OF STANDARD PRACTICE. OT " ,- ileiglk }} s, j... .....�� _ I .:..::.:..:� R - ,uI 6A I 1J S6.1 cro lak • - Nir stp el M .._ ICD ' U r I 56.1 '�` �- KEYED NOTES I Ali - r-:' S6.1 ✓ / __A j,.........5 /3 1 1 1/4"MAX GYPCRETE OVER 3/4"APA RATED SHEATHING. ""�"""" 417 lir 404 i un tc I 2 SIMPSON CS16 x 1Z-0",9-0TO 1 3/4 x 11 7/8 BLOCKING BETWEEN FLOOR JOISTSCO ..-. �.• JO 56.2 , 1 II 1 S6.2 &31-ONTO DBL TOP PL OR BEAM.USE(2)ROWS 0.148"x3"NAILS @ t6"OC. -' , - - 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. ....7 H1 '..--""'-;-(-1-6) 0 '".I 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OCteal 6 12 SlMPSON MST48 CENTERED AT DBL TOP PL BREAK ''� - - Illgivit j 17 I � � 17 I 10/ S6 1 /� 15 SIMPSON CMST14 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE(2)ROWS 9 !3l 0.148"x3"NAILS @ 5 1/4"OC. 56.1 I ,01 S61 16 3 1/2x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2" FLOOR DEPTH CONDITION.) N Q - 17 SIMPSON CS14. STRAP 3'-6"OVER DRAG BEAM W/(2)ROWS 0.148"x3"NAILS @±6" Nr OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS 10 8 @ t6"OC.SEE DETAIL 14/S6.2 AND 20/S6.2. 56.1 ' 56.1 10 r'"'" E� 19 SIMPSON CS16,STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR 56.1 M� JOISTS&3'-0"TO BEAM AND DBL TOP PLATE AT EACH END. USE(2)ROWS m 0.148"x3"NAILS @ t6"OC. """ "' I 41) I a 20 2x SPACED DECKING LA 1 ' - 4 t 1E 30 SIMPSON HUGQ-SDS HANGER 1 # 0' i (71) k 39 51/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION 3 I 03 II S61 , /3\ © 40 SIMPSON MSTC48B3 BETWEEN GLUCAN RIM BEAMS AT STAIR I F.- r-r.`:.-...... " '"i """ �" �""""" �"'-' r., ..1 '" ......_.� te- 41 PT 6x6 HF#2 COLUMN.SEE DETAIL 15/S6.2 4 J ar .J Mr� I • - i - j 43 HOEDOWN TO BE PLACED AT LEVEL 01 AND EXTEND ANCHOR BOLT THRU CRAWL V.► SPACE PONY WALL W/SAME SIZE THREADED ROD AND COUPLER.REF DETAIL ,,�" " Mk / _ m 16/55.2 FOR MORE INFO. �� e S6.1 - ro m 0co - I 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. W W D3 17 t1 - q EL I I 1 /q I i ' /3\ 48 SIMSON CS14x6'-0"CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM U Qr7j r 0_ . IG '3 4 `=s k4. 1 i JOIST. USE(2 ROWS 0.148"x3"NAILS @ t6 OC. o B3 11'14/,Nrvw•L .. k t # co 1-- 'LI; - - g Lut: B3 1 ii • 0 ct HEADER/BEAM SCHEDULE W o Q co W � W CO 8 I HEADER/BEAM SIZE /3\ POST/COLUMN TYPE(UNO) >- Z w 8 /-1 ,� t.. S6.1 I I -..r^ ��i-►....-...-�.��r-....,r-^N F 2 o a, E -'" l l ti SIM { i H1 4x8 DF#2 (1)2x6 OR(2)2x4 CRIPPLE AND{2}2x KING �y' Z z QI fol.) / - - - ' - - k i i 61 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING ) Li.. ti. (D t0 Q - -- _- .. ,. _--____-__- . c - ..,........,.,...,.-". ® -- .. .,. .,. - - - - 9- -1 f r - - - B2 6x6 DF#2 (2)2x6 OR(3)2x4 HF#2 ) W w p o j B3 �\. ;/ /. , // /f. B3 - ,- Q � - �� r� i `--- r- •---- --- - � B3 3 1/2 x 11 7/8"GL 6x6 HF#2 4x6 HF#2 AT 2x4 WALLS CI) ) D ...� O .. - = A .� A r I Irl �_� r_,._.._...... _=��+ I i 7 ( ) N 2 O 4 La 4 Er' # B4 5,/2 x 11 7/$"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) O. �, Z 1 i J1 II i i 56.1 " ` LL W F- c.- ti ._ 12 , ___ 65 7 x„718 PSL 6x6 HF#2{4x8 HF#2 AT 2x4 WALLS) ) 1 r L - ( y B6 PT 4x,2 HF#2 PT 6x6 HF#2{4x6 HF#2 AT WALLS} ) 56.1titi / Ir 86,1 } f I B7 51/2 x 15"GL 6x6 HF#2 I ' B3 ' f... .... a v ' `� B8 5,/2x18"GL 6xsHF#2 PERMIT a---' I_ 1 ) ! - - /� B9 5112 x 2, GL 51/2x6 GL POST SUBMITTAL } - -171-1 ! 610 6 314 x 31"GL 51!2x7112 GL POST ) ,, m i"", ,.. - ` j B11 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING ,. _ yr W ;- - - 1 ' 1 m j B12 PT 51/2 x 15"GL REF PLAN r-+ ; 6 _ in i BEAM SPECIFIC NOTES: REV DATE ISSUE TITLE �! 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. � i #rd I ----__ ; = 56.1 SIM r�.l #: i? i I A\ 03/20/18 STRUC REVISIONS i ---- t' --"` `"�'' ` _ '- >r 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END 1 L ` ' UNLESS NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. !fAlk L.,---,"..,....________ I S6.1 ' `_-___N I ( 10 0 (� /_ .--•...--`..- /-./-•..--..--.�1/1r-..e-"...-1.-.�-"...r^"...A-`-, B , 0_,._"It'd-P. S6.1 I,1_-i /3\ JOIST FRAMING SCHEDULE ) 2 II SIM I -----____ i = 1 DEPTH JOIST TYPE ANd SPACING PROJECT MANAGER: CN C I •.� ( J1 11 7/8" RFP!-400 @ 19.2"OC ) DESIGNER: YS � ' I [ 3-p 3-p r J2 11 7/8" (2)RFPI-400 @ 19.2"OG C � DRAWN BY: FCE-ENG-10 • Y • - , V.+� f J3 11 7/8" RFPI-400 @ 16"OC ' ____.._ B1 -_ ) PROJECT NO: 17-T174 . . .. . . . . J47/8" I-4012"O .- •• .4 , '1 11 RFPI-400© C f___ ___�' ! -- I DATE 1/12/2017 ~ - B3 I f I r -�J AL-_____ I CO J5 71/4" PT 2x8 HF#2 i•.116"OC ) i f r • 22 i © I � ( J6 5.5" 2x6 HF#2©12"OG ) SCALE: AS SHOWN S62 1 4- ; .. S6.2 C) 0 r _._ - -��- ( J7 11 7/8" 1 3/4"1.5E LVL @ 16"OC ) ______ Q e i` `` -' ,, - - - - J8 11 7/8" 2 RFPI-400 12"OC ) 34- ' ---- -1 yi I-i . . i B6 i -' - __ 39 ? - A---- ® --- 1 I! -1 B6 RI 1L.= 1 �► L 1 I I .,II/L t..._._ __- 56.1 p p ��, 21 PLEX BUILDING ,- C 1 Chi 0 -. 0 L c --1 6 mAllik m 23 _ I S6.1 Mk S6.2 - 56.2 61 56.2 TYP SHEET TITLE: I I . w, • SECOND FLOOR. \--\ •• FRAMING PLAN - 1 ;02;n t EAST I FLOOR JOIST FRAMING UPDATED N©- Vir 3 DF STUDS AND COLUMNS CHANGED TO HF ,, _\ . 1. I HOLDOWNS UPDATED FOR HF STUDS • . • • SHEET NUMBER: 1 SECOND FLOOR FRAMING P A N -WEST- EAST 52.36/ 16-T100 S2 . 3B FLOOR FRAMING PLAN NOTES -_ . A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL ••• CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS 3 �• '.• ! ,', dlik : ,,,,, - AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE ' •_-' .* THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS 4 REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE ARCHITECT 1 ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR 4t {;:•• *• TO BID OPENING. - C FOR TYPICAL DBL TOP PL SPLICES,SEE DETAIL 3/S6.1 UNLESS NOTED OTHERWISE FROELICH D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF 'ENGINEER-S1 THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 YA YB O d [ ED OT,ARIAs.„;§,9....D i §9,1z BEND: (541)383-1828 �."�/'..� /.."• /- ��/-•.�.-.T�/-"`�.-./-.� DENVER: (720)560-2269 I ( E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS(OR(3)2x4 STUDS ) froeiich-engineers.com AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION,TYPICAL UNLESS NOTED JOB# 17-T174 OTHERWISE. ) ® I ( F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) ) CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL i AlI I la tG� THE� RA�INGS ARE ARE NEM SIUNED FO FOR LAYOUT AND NOTA �� S6ED a .2 28 - - - - - 18 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE S6.2 0 0 S6.2 I CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER ;, " ` CD 6 ® AISC CODE OF STANDARD PRACTICE. .. A S6.1 d alk _ __- S6.1 _ ____ __ _ED d eltikAt. B6 a NT S6.1 i - i 7 i --_---_11___ _-_ r U I ~ _ - KEYED NOTES _ 4- 1 _ 20 0 ----J H1 Y © - - - - S6.1 _ - _ i 1 B3 I L -� Q 1 1 1/4"MAX GYPCRETE OVER 3/4"APA RATED SHEATHING. ' Y _ - --_„--- ' 2 SIMPSON CS16 x 12'-0",9'-0"TO 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR JOISTS . &3'-0"TO DBL TOP PL OR BEAM.USE(2)ROWS 0.148"x3"NAILS @ t6"OC. �r, .> t ee - S6.2 „J-__ i --.., 56.2 7'7 .1- Q Q .i 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. a ;, I1: 0 / -11110.1-.= 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK 17 17 I 15 SIMPSON CMST14 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE(2)ROWS I 3'-0" • 3'-0" S6.2 -- .' 0.148"x3"NAILS©5 1/4"OC. letPWS: istiavn j ,' / / B3 ( Mk I 10 16 31/2x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 51/2" S6.2 FLOOR DEPTH CONDITION.) S6.1 17 SIMPSON CS14. STRAP 3'-6"OVER DRAG BEAM W/(2)ROWS 0.148"x3"NAILS©±6" 0i _ I I ( OC. STRAP 31-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS 1 h ti I I I @±6"OC.SEE DETAIL 14/86.2 AND 20/S6.2. 63 I 19 SIMPSON GS16, STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR 7 3 . t;�______ '' ._ a JOISTS&3'-0"TO BEAM AND DBL TOP PLATE AT EACH END. USE(2)ROWS 149 56.1 A ------ `-' s __ G 10 0.148"x3"NAILS @±6"OC. i ,.._.......� ., ,.I ., I ,... `- S6.1 20 2x SPACED DECKING r. ...,.... r ti .t 0 k.. % � 56.1 - 'th21 ALIGN BEAM WITH WALL ABOVE ri/ ry= 1�- --- ., ,. -r; 30 SIMPSON HUCQ-SDS HANGER i - - 39 51/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION H I 6 -411- 9 .� _ - s. 11 i 0-) 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR � � I � CD , . � - � 56.1 �� -- � 56.1 � � 41 PT 6x6 HF#2 COLUMN.SEE DETAIL 15/56.2 _ ,,, � r1 k is" ' r 44 PT(2)2x JOIST MIN.WITH SIMPSON HUG GALV. `� 10 i N AI i '� g 83 �,, 48 SIMSON CS14x6'-0"CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM JOIST. I 0 CO USE(2)ROWS 0.148"x3"NAILS @ t6"OC. W �--* ._.., (De 0 56.1 i S6.1, 56.1 \--U15 _. I (0 7 I i i 30 w 0 r S6.1 I r Ii / HEADER/BEAM SCHEDULE o O �_ r I y i i ��'6 s i �� � 56.1 i i 1 1,,,,,_....,11 C" 1"-"n A t V/ r i 1 I Ce •- 10 .."- j1 HEADER/BEAM SIZE L� POST/COLUMN TYPE(UNO) ch I- 11713 _ - - - __ - - r 1 ' - !.)- - - . . . _ _ _ _ _ _ - £I H1 4x8 DF#2 (1)2x8 OR(2)2x4 CRIPPLE AND(2)2x KING I1 - w._. - - H1 - B1 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING ) v i � 12 ® , , r n B2 6x6 DF#2 (2)2x6 OR(3)2x4 HF#2 , (W�� z w 8 ( = 12 '� `./ ✓ S6.1 B3 31/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) I- z t- rn S6.1 i Js - B4 51/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) g O a ,,�,,,, --- xPSL6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) Iii O OIL w 11 7/8" p 0 _ --- - _ - _ _ ._ .,_. _ _._ _. ;.;,...�.. . �,w...,.. - --- r•- -+ter-, ..,. -.R..,r».....,..__,.._,_._,_......e.,,,. .._..... ...... B5 7 J ti I B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) ) "� p J o {. r C Morrrra� B3 ..�. �,Mr rrnr'1 cui I ! - W h--....1 L....t ` _ r- ...I B3 L� `T �f B7 51/2 x 15"GL 6x6 HF#2 ""• in d 0 im 2 1 I I U u I I ` 88 51/2 x 18"GL 6x8 HF#2 r ' E" a_ hQ I 6.1A 1 I A& 1 - I,i I 12 \ I B9 51/2x21"GL 51/2x6GLPOST 11 SIM r 1 I S6.1 1 r1 S6.1 B10 6 3/4 x 31"GL / 51/2x71/2 GL POST 1 a - 811 51/2x9"GL � (1)2x CRIPPLE AND(1)2x KING PERMIT r 1 B12 PT 51/2 x 15 GL REF PLAN 6 0 r-.. oy S6.1 _-_ m�_ ..... _ = L. " SUBMITTAL L ----c it r �� �`, . r` ' I I BEAM SPECIFIC NOTES: '`-""'"''v`'�''"'"'`��"�� ....." 56.1 - � r I1 _01 ; I I ir 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. el I _ © i m i I m 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END -- UNLESS NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. ---.. 11 r I �,- -- - REV DATE ISSUE TITLE } r j �1.�".�r�t\�^^'../^�/^\!'1/1/1/"�/ \/^\/\i�"^�/\T/^.."�/ /"./"\���^! = r I ( JOIST FRAMING SCHEDULE ) 03/20/18 SMUG REVISIONS I p 1 r Ill ) = 10 r I 8 ( DEPTH JOIST TYPE AND SPACING / I 1" -' 0 S6.1 8 0 0 a J S6.1 l J 1 11 718" RFP!-400 @ 192"OC f S6.1 { J2 11 7/8" (2)RFPI-400 @ 19.2"OC ri II1� I I 10 v ( J3 11 7/8" RFP!-400©16"OC `1 I 56.1 J4( . 11 7/8" RFPI-400 @ 12"OC PROJECT MANAGER: CN 10 I I CI I ( J5 7114" PT 2x8 HF#2 @ 16"00 DESIGNER: YS S6.1 I I I 0 ( J6 5.5" 2x6 HF#2 @ 12"00 DRAWN BY: FCE-ENG-10 IICD 17 I I 0 (150 0 / 0 ( IIII I ( J7 11 7/8" 1 3/4" 1.5E LVL© 16"OC PROJECT NO: 17-1174 I Aels I I "--.-..+� - -r--•• s'. ( J8 11 7/8" (2)RFP!-400 12"OC i. I �..___._,_.n�___L..... 11: vvvvv".✓v�...." v�•�,��L+w�v��✓�✓v DATE: 1/12/2017 i I ..._._._ _ r� 20 i SCALE: AS SHOWN • II 20v - 22 i• (21) ® I _ 1 �, _._..... 21 S6.2 0 01 / IAleTYP B3 r- CI , ................. B3 `". CI I.,.,,",, -II A6.1 A6.1 - _-�_a__ __TE_____�-_ _---__?IIt _ 21 PLEX BUILDING 1 18 0 I 420 0 I 0 56.1 S6.2 alk18Ank23 S6.2 s6.2 ss.2 SHEET TITLE: S6.2 I THIRD FLOOR 1 i I FRAMING PLAN - WEST A FLOOR JOIST FRAMING UPDATED /3\ DF STUDS AND COLUMNS CHANGED TO HF YA HOLDOWNS UPDATED FOR HF STUDS /� YC✓ YE I SHEET NUMBER: - 1 THIRD FLOOR FRAMING PLAN -WEST $2.49 S2 a 4A/k 17-T174 FLOOR FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. rF - B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL ` ••• •• CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS ••'` ``. AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE - -• '- - � . •� �,� aka• THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE _ ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR v 14.,1406.,*--• '�" • 7 TO BID OPENING. = -,_•-•,,, r• , . C FOR TYPICAL DBL TOP PL SPLICES,SEE DETAIL 3/S6.1 UNLESS NOTED OTHERWISE FROELICH D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF E N I N E E R 5 E THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 3\ A/c)`..._ EOTHERVAISFy„ 5g_1D(4IL 4)g6. . '\'„.,,..-,,,........./......,r 1 /„1 ' BEND: (541)383-1828 I E SUP"PORT ALE GIRDER TRUSSES W/A"1MIN OF(2)2x6 STUDS(OR(3)2x4 STUDS ~ DENVER: (720)560-2269 ) troellch-engineers.corn AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION,TYPICAL UNLESS NOTED ) JOS# 17 T174 I OTHERWISE. \ F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) I CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL 15 1 2/S6.1 I Alla 18 (G`� THESE DRAWIIZS ARE DIMIMSIZiVED FO t GENERNL LNY0 T AND NOT $6.2 S6.2 S6.2 36.2 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE �'} TYP 0 G CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER �t AISC CODE OF STANDARD PRACTICE. witil ISI► d . aTo ----7"-- • NT ' 1 B6 `.1J s6.1 `� B6 - 56.1 ---- Akdorkdorkl' - - - - - d- - A - D - - d - . - - - CI KEYED NOTES64 _ IB3 I L--" --� �, V ' v a I. --� B3 , 1 v v � ....•-1..-"..•1,•-•. -., .._.,• ..-..,•1.-..••,.,u...-•., "...•.,-1.�'+�../'-..�-�n.�••.,•-. :. un �:: 56.1 �� ~ �i ,- ,� .A. 1 1 1/4"MAX GYPCRETE OVER 3/4"APA RATED SHEATHING. 22 ____ 22 1 e ! � 0 ; 2 SIMPSON CS16 x 12'-0",9'-0"TO 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR JOISTS 56.2 _ - #� 56.2 &3'-O"TO DBL TOP PL OR BEAM.USE(2)ROWS 0.148"x3"NAILS @ t6"OC. ,,�- II """""" OD c - • ill I 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. ..,t.____._.__3. 1 ��...' 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK # Lti1 JTYp i16 1i 15 SIMPSON CMST14 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE(2)ROWSt...1 Iwo , ii 17 --I- 0.148 x3 NAILS©5114 OC. I 0 IED G 0 e 10 I i 56.1 16 31/2x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 51/2" 9 361 FLOOR DEPTH CONDITION.) I Q •_ S6.1 I I I 1 - 17 SIMPSON CS14. STRAP 3'-6"OVER DRAG BEAM W/(2)ROWS 0.148"x3"NAILS©t6" NT II OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS ! II 1 1 @ t6"OC.SEE DETAIL 14/56.2 AND 20/86.2. Q II 19 SIMPSON CS16,STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR 0JOISTS&3'-0"TO BEAM AND DBL TOP PLATE AT EACH END. USE(2)ROWS 8 _ © V 0.148"x3"NAILS @ t6"OC. S6.1 S6.1 10 y r E� - I S6.1 1 i� I vs 0 _ 20 2x SPACED DECKING m 4:44 l' .""" Oh_ __ Q� EZ� f •-- 21 ALIGN BEAM WITH WALL ABOVE L ti w_ ill IP 30 SIMPSON HUCQ-SDS HANGER I 11 I I 39 51/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION ,4\ es 1 I 0° I S6.1 i I ' Q 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR i -- f '`r ,,_..,, ,, r __ i. { F.-,.",..,..:. P.-�, ,- _ i f �y © A\ 41 PT 6x6 HF#2 COLUMN.SEE DETAIL 15/S6.2 Fin La I c,,, m `� __ ii I r sof 1 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. v / m I _ -- I I 48 SIMSON CS14x6'-0"CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM JOIST. .1i 1 i i USE(2)ROWS 0.148"x3"NAILS @t6"OC. W F- 56.1 1 I t 1 CO I W €, ..T, 1 II, 11 ,aL ; i 1 HEADER/BEAM SCHEDULE 0 '9 j B3 • - - A. ,.w t. r. .. __� - i�."�-' �x� -- .� - .-..o-\.-`..•-..-`.�-...--tl-�,.-^.I-..-� .+ i r �"""' HEADER/BEAM SIZE /3\ POST/COLUMN TYPE(LINO) _ - ._..l. . B3 :::::.:-=',.;� -� ; _ H1 4x8 DF#2 (1)2x6 OR(2)2x4 CRIPPLE AND(2)2x KING 1 C C/ L- XI r 411) et 0 0 0 1 61 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING ) L.L.. 8 O l- ee 8 92 6x6 DF#2 ( (2)2x6 OR(3)2x4 HF#2 ) W >- Z w crs ��;^ 11 .. . O � � n6 • �� 6� ' 86.1 83 3 1/2 x 11 7/8"GL ( 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) Ir-'"' z JO 17 y.- SIM \ I 1 - - _ - _ _ ^ I 434 51/2 x 11 7/8"GL ( 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) LL 8 O Q 'S• .�,,. _ 1 �._ _ _ . __ �" '""�'"w '___r _ - _ _ -4 `I i _ - - 3 85 7 x 11 7/8"PSL 6x6 HF#2{4x8 HF#2 AT 2x4 WALLS} UJ w ESOLij W cil '" ..., """ ......i B3 �•,�,nniw, ' _- __ �. HI _ ���� @„� W1 -, rsB6 PT 4x12 HF#2 ( PT 6x6 HF#2(4x6 HF#2 AT WALLS) ) �`�, p O ..-. .1 4 i .T► i �.'+# i �...i ._ ..._, 'Lr� ,.....1 7 " l /�..,,,,' ,_ cc m c8,t ___ i _ - _ , 1 I f I S6.1 87 51/2 x 15 GL ( 6x6 HF#2 ) Ce a O o Z V I i I I i B8 51/2 x 18"GL i 6x8 HF#2 ) W i" �" AN LJ r I 12 m I 1 I 89 51/2 x 21"GL I t 51!2x6 GL POST ) S6 ).1 _ = S6,1 - i i B10 6 3/4 x 31"GL l 51/2x71/2 GL POST rI 0 _ , I -^I f f 0 811 5112 x 9"GL {1}2x CRIPPLE AND(1)2x KiNG PERMIT f B3 't t i �I, r „� 1 I i 1 612 PT 51/2 x 15"GL REF PLAN 1 :::, I , �..�.� .�L., ..-.�.,.......,�....,.._-..�...,�. SUBMITTAL �1 _on i I 0 0 I i BEAM SPECIFIC NOTES: • co I I I I H1 I 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. - '' 0 " Imo,- M 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END t i CO UNLESS NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. I f-I q J _ S 6 i i REV DATE ISSUE TITLE I i ► --\.""",�l1/"s/"�/"`ti.i•- --1/'1/r/"1.--', /^`ti/�.--�,r---- �/"1.."-\/"-,�y /� I I I ___ 56.1 `'J �,,- lS\ 03/20/18 sTRuc REVISIONS f 1 .- - -• �1 rA 1.4 �__.� ,___.�.. 7 Q ( JOIST FRAMING SCHEDULE ® I � - A 1 i S6.1 ` DEPTH JOIST TYPE AND SPACING r. -� , _ 6 111 _ E i A 1 I _.__ B3 10 t' � ( J2 11 7/8"\ RFPI-400©19.2"OC 4 , S6.1 G m i (Z)RFPI-400 @ 19.2 OC SIM 1 i -' ( J3 • 11 7/8" RFPI-400©16"OC I 1 I I " = J4 117!8" RFPI-400 @ 12"OC PROJECT MANAGER: CN C I , ,_ 1 la B3 / 3'-O" �" 1- ( J5 71/4" PT 2x8 HF#2©16"OC DESIGNER: YS / 1 J6 5.5" 2x6 HF#2 @ 12"OG ) DRAWN BY: FCE-ENG-10 B1 ors wow.mearovolni C) J7 11 718" 1 3/4"1.5E LVL @ 16"OC PROJECT NO: 17-T174 """" "■ • �,, t 1 = - _ J8 11 7/8" (2)RFPI-400 12"OC kdi ) @ DATE: 111212017 _ ...t -.�.�:.....___ - ; A '^/`- _ �✓�..rev...��..►1✓ ..,.vv�"w•,✓\.✓U\...rL.. .✓�..' .. �,✓1✓ .ti.r�✓ 22 ,- 0 OD 22 SCALE: AS SHOWN j I 56.2 �..... .. . I a L.. i(D1 I �- 0 fl ' 83 fi., -- _ _1 I ..__ ____ ._ - 1L %----- _____ 1 I 1 Alli , H1 TYP I .+� 66 �r 7 I S6.1 `� ` T 21 PLEX BUILDING I I 86.1CO I ® I 6 18 ,k 56.1 AM S6.2 S6.2 S6.2 1 I I S6.2 TYP SHEET TITLE: I I MkiI THIRD FLOOR S6.2 (. - - -- - - - - I FRAMING PLAN - I I 1311 EAST I FLOOR JOIST FRAMING UPDATED , . 3 OF STUDS AND COLUMNS CHANGED TO HF YE I HOLDOWNS UPDATED FOR HF STUDS (11) VIIV Y� SHEET NUMBER: 1 THIRD FLOOR FRAMING PLAN - EAST - S2.4BSCALE•00 1/4: = 1'-0" S 2 a 4 B 16-T1 MI ROOF FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. ': B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL = . F< •• > CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS �' AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE _ ♦ # -♦•. THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED,NOTIFY THE > � ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR ; ; ' +`: TO BID OPENING. `- . ' '` C TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT ELICH ,r- FOR SPECIFIC CHANGES. (�»„J D PRE-MANUFACTURED DRAG/GIRDER TRUSSES TO BE DESIGNED FOR THE ENGINEERS ; �/ AXIAL SHEAR LOAD(TENSION/COMPRESSION)LISTED ON THE PLANS. PORTLAND: (503)624-7005 YA 6/* i D TRUSSES TO BE DESIGNED TO COLLECT AXIAL SHEAR LOADS AND TRANSFER BEND: (541)383-1828 THEM TO THE BOTTOM CHORD THROUGH WEB MEMBERS. THE TOP AND DENVER: (720)560-2269 froellch-engl" BOTTOM CHORD SPLICES SHALL HAVE THE CAPACITY TO TRANSFER THE " AXiAL�SHEAR LOAD JOB# 17-T174 I 4\ r-1E PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DBL TOP PL BREAKS W/ ' I ( (12)0.148x3"NAILS TO EACH SIDE OF DBL TOP PL TYP CAL UNLESS NOTED OTHERW SE SEE ETAIBL 31S6.1.REAK24)TOTAL NAILS. I1 „_. ,,, 1:_3�/! w w w w w w.� _w w 11 0 MIF F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS NOTED OTHERWISE. r• r. I if "".^`_^.^`\''., ^ ....^'.^.^�""�^.^_'^\."�^�^.'^."'\..".s. ;+ 1 ! T6 G SUPPORTALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS(OR(3)2x4 STUDS� � � s� �ilk � � I AT 2x4 WALLSLSESIMPSON VP lid ��� ( OTHERWISE. LGT TIEDOWN AT GIRDER TRUSS TO POST BELOW,Mr �� ' '' ®1 ___ - . ...- - -/ ,-- -- \-/ m \_ 00 --------� -® -- . E .f.. q1447rI jr*---�--------� -- H PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) • r �.�,_,,,,,,,, 40 A+ ( ta. CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL ��`" °° i II __ ---�-- 2/S6.1 ‘•41;:42'14-471'..1 -424♦ 112 T• : ' � ` 9*Ail01-1,"* s7.1 p 19 Ci - _ KEYED NOTES r . 00 00 Vick 1 _ r'�sr♦r0� ��� ••••• _ S7.2 4 MP i I ' iri 4 NAIL ROOF SHEATHING TO DRAG AND•GIRDER TRUSS BELOW W!MIN OF 0.131'912 " �� ♦ �. 0 i W. I N.:\\S\ ♦ ♦+♦♦♦++ 1/2 NAILS .6 OC UNO ON PLANS ►♦4r1� � 13 10 10 i 'ir 'iririr 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW.TRUSS TOP CHORD STEPS AT ROOF +♦'rO� I �� • zli4.iririri -- �♦�!♦�♦+ V" 57.2 ; «� .« i+!♦♦♦♦+ STEP. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 5,000 LBS TENSION AND 7+i;i;�� -, • 72:\,_ a •*�.• ; *�,s������� COMPRESSION. SEE DETAIL 8/S7.1 FOR ALIGNMENT AND CONNECTION TO WALL t !r♦♦y� - j` a +♦+r/•g., -- ...•-• ♦+ BELOW O"i! 5 •rir♦�ir0. D1«rr+�«,r�«r• 6 GIRDER/DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS i 1 �r•+i/iriri Pi '+'♦Ori ?' «♦♦� S7 . LI `�'♦ O• 7 DESIGN THE DRAG TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION AND 1-1-2 ir4 -, • i -- g_- - O •r% rtri` '�' '�'�♦�' COMPRESSION. SEE DETAIL 9/S7.1 FOR ALIGNMENT AND CONNECTION TO WALL 4 r- 1- ` ++ ` � I� �i,�iririri 8 SIMPSON MST48 CENTERED BETWEEN BOTTOM OF DRAG TRUSS AND TOP OF II I / �0 1 I •i I ,'�+�+�+�+�+�+�+�+�+�+�+��� +�1+�+�+�+� DBL TOP PL. SEE DETAIL 9/S7.1 FOR INSTALLATION 4 a- -1 II !«N...♦!!♦!«♦ j +++++ 9 PRE-MANUFACTURED ROOF TRUSSES 24"OC • L ......».,.-..»... ...»..»..�.. _ ..'�� "1.4 Ill' ♦!!+ r! tan,alnim• j 1 •.•• ,10 •.4• !�'�'�"� 4*.s.N.ririri 10 PRE-MANUFACTURED SCISSOR TRUSSES 24"OC(SEE ARCH FOR REFLECTED !!♦!!♦ � ` � .��,. I �ir/ " '�� 000� 13 +r'i G♦.♦+! _ I �12 I � � Di• *-• ♦• CEILING PLAN VAULT LOCATIONS \,‘ ,._ 25 25 i O ••••/+++l•+/+�i 57.2 •�+ i+♦++++ S7.1 I ♦-♦!♦!!♦• .! . .♦♦+ 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK e,X i ___.. _ L .� , 41 S7.1 --- . --- --- ----- I .41.�i!.!.!. ti .'-• ".-v 3 +♦O+♦QO♦: # 1 r 1 �'�r+'�i�a+a 'S� � .t•��ir♦♦♦♦.♦ 13 7/16 APA RATED ROOF SHEATHINGCO s «♦«««+!«1 I 1 r� � y . w �« 1 t r ♦''♦`'r�lr♦Orlr•' 1�l�r«'!r!r« i4 1 , I 1 I 1• I '"1 1 1 ,+lp++++�fir++O+rr♦'��r�i1k +♦O+l• 14 SIMPSON CS14,3-0 OVER TRUSS TOP CHORD WALL AND 3-0 2x6 FLAT r.irlr+r♦ri!• 1 1 LI I _ 1 t �irOi1'rir♦r«O�e tait♦r+ri BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. 1 1 *r♦riririrrr i s I 1 f 1 i ® Or+��O+r+rOl�•�tr�ir♦O'O 17 SIMPSON CS14. STRAP 3'-6"OVER DRAG BEAM W/(2)ROWS 0.148"x3"NAILS©t6" # ' .,, .!♦+++,� I I 1 I ,0r4.: •A•.i4`Wit W ' •4, •+•ITS I / i , j 1 `*i•ce%i-• + -- ! • 0G. STRAP 3`-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS W I +�+�+�+j+ �+ �,� t6"OC.SEE DETAIL 14/S6.2 AND 20JS6.2.AI , p 1 ,O+iriririi 0 �iii1� 11 �O+O♦l*4'4 D1►,' 9 i�' I ♦♦!!!♦ i r 1 �,• 1 l I r1 *O+♦r! t•)4 18 GIRDER TRUSS TO BE DESIGNED TO SUPPORT THE ROOF STEP. O o S7.1 ���•r�♦�+ �1.,...... i S7.1 ® A. 0 IV i L".». ..�..a..I •�r�l ?k/ _ •- 32 �riri00!iA. � I r _ . . . . , .............,*, ...... ......."./*„:".^............^.*"". 7-_ 22 ALIGN DRAG TRUSS W/WALL BELOW.DESIGN TRUSS FOR AXIAL SHEAR LOAD OF L.L __r_ ♦�+♦♦`rte+�♦, _ 1 1 - - - .. _.. - - . . . . 0 F • G T U L co I !irrir+'i0� M i moi; - _ •► •Y IJ.. O 5 I +/+++++++/r♦ f 1 I " I I , !♦!+, et 00 24 SIMPSON CS14,3-0 TO TRUSS BLK G OVER THE WALL AND 3-0 2x6 FLAT , ' t ce I- o i•0i-i'ir0 6 I BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. USE(2)ROWS 0.148"x3"NAILS W > Z w co ,00e/O� Ce co ' •4 4 / Zj t, 4 g` _ @EVERY OTHER HOLE, ''� Z . Z ► 94.025 SIMPSON CS14 x s-0 LONG OVER TOP OF 2x6 FLAT BLOCKING BETWEEN rt ut a >- ,.�4 44.611 R 13 A ..K 3 TRUSSES CENTERED AT ROOF STEP STARTINGNIP . USE(2)ROWS 0.148"x3"NAILS© u' O < 3 +♦+!<<�� '� - �%♦ .,� •,,, ... . . „ - ., ,., ..,, EVERY OTHER HOLE. - .4-4--,4 meq 1-E�'� a�•..� i _ s �n� ; Yj .. Q O « ♦v �,r,,�•�+��;►; 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO 4X BEAM. > -- p , a�a♦a« a Ati # sear-i ,Iry♦-..ir .v.0 4. . 411140 40 v' ::aral ; t.»._ • !r"""" AEI �. I-- m V t I iiia-i L..._�1 �rr•�+�r�.•�♦�<�r.�«� -- 27 N"/W\4+;"""A"14.p=.--.._..� �l 27 SIMPSON MST37 CENTERED BETWEEN DRAG TRUSSES c� II ��+«++♦!+!♦Mr4..�� 44 I 1 tiJ I" t� �! �i ++./,�♦�+�+r♦sr!♦4 4+y•♦r��+ I lo 38 PRE-MANUFACTURED GIRDER TRUSS (.1.,)1 i .�+�+�♦r•r�♦♦�!It..4�rl�lr•♦0, - I 1 , mar , 1 s�irirlr�riririrwrir� •►c«♦rirlriri 5 ; + 1 ,O+O+'+r•r+'+r+r♦.Ori►+.r'++rr0. 0 45 DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION I I i frOir♦rO+r00♦ra►'♦'4'..•• ♦rOi rl.»..._..-. I I .r!♦rOrr00'+♦+r«♦•11' :la. 4., S7.1 1 r-----, ,�.,_- - AND COMPRESSION.CONT THE TRUSS OVER THE WALL AS SHOWN ON THE PLAN PERMIT I I '!'«+♦+++l+Ol+lr♦+1+rho'♦+« ►♦r♦+♦00+0!`. 1 g I I +lr«++«««!♦♦♦«♦♦♦♦!�♦0,• 4.w+♦♦!♦!r♦♦!«�A 1 I t I �� �► ;_ +.� >�;��;�«�;w• l SUBMITTAL r� I ,,«�i�i,� .a«�.♦!s•4�,•rr� ►r.000000Or . . LL ' .-...»..---------___- 4 l ��'. i j _ i iririririr:' ���'� ���.►.�:�i'iriririririri•��.. -'t I-_/_�../.�» 1 I (� �..+ k.. L. __1.7- fit' '1 I 00 HEADER/BEAM SCHEDULE k 11" •iririri i,••••iri�+ririririririr�ririr� 0 V 1 0`-' i 1 .ririririririri�.• ;ir.rir ri♦�+'iiriririririririri.• I 8 1 00 HEADER J BEAM SIZE /3\ POST/COLUMN (UNO) -. .--.••♦!«..„. ♦r♦ .._ • .Direr A I S7.1 1.....4, H1 4x8 DF#2 (1)2x6 OR(2)2x4 CRIPPLE AND(2)2x KING • L �� r n I ♦«♦«!««♦♦!♦!♦♦ ♦♦«♦♦•«««+♦. ,_!«. I I I :,.- ,p+ B1 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING ,.,. ...».ice L L...-....... . +�♦r•♦�!�♦O�♦'i�♦�♦�♦�/�O iririririririri'«is�f�9 r r-», -� r k g ± 1 REV DATE ISSUE TITLE P` • �'iri4rirrrrri i►`�iEi `'� `i♦♦'+riri'+rir4 i!'!r!r!r♦♦•••••,i!••i, 82 6x6 DF#2 (2)2x6 OR(3)2x4 HF#2 f _'- _ 0 c. '♦♦'•r♦.r r ♦♦« •rirO♦!ar.+«r+ri'+rira"►rir• ♦r* I . ♦♦!♦♦!«i♦««!!♦a.,♦«♦r 03/20/18 STRUC REVISIONS 00 ♦♦r+rlO'+!♦rrOr+r+r, •+',,!;` :�!+'♦'r'♦r+•}'►+r+'♦ri = T' 1 itiriri'• 4.41. r•♦�♦�♦�+�♦�l1,�/�♦�♦�+� B3 31/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ....♦.!♦++♦ �•.♦♦ ...♦♦.414+• 2 _ ♦♦!♦!! ♦♦♦♦+♦., • ♦.♦ t ♦«««♦«!!♦,i -•rr♦♦♦lOrrr«r«O'«r♦+�►Or«OOr4 1 ►` 4\4)O<!) • •V ♦ Vitt41k B4 51/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ' !r♦riririririririr�r«�!liririririri S7.2 ++++++ +++++ ( i rrr�r++000i• Vii♦♦!♦♦+♦♦+♦40‘-!«♦!!« ,» �_ „ __ r++++� r � B5 7 x 11 7/8"PSL ( 6x6 HF#2 4x8 HF#2 AT 2x4 WALLS) ) ► lrir0lriri'♦! a 'iriri0'iriOrir. •Itli►ririr♦r+rite` - L. .»..... r+•+++! r!♦ I ,0+1+++!♦+r OOr+Or•rr+r♦r« r+»♦++O'00+'i 4.2 natItititt kt" B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) +♦«♦, i..........4�...++.• .♦ L!1 8 iiiiiii 87 5112 x 15"GL 6x6 HF#2 !♦+♦r+, .... ,•+l+r♦++r!♦!♦!!!+!+♦r♦w+0♦++1+♦r++++++♦4 W .♦%;iiii +. I ♦♦• !♦««♦««♦!♦♦-♦♦+♦♦♦♦♦! *++*�+�r�r♦O, B8 5112 x 18"GL 6x8 HF#2 ) PROJECT MANAGER: CN !♦♦ 1 /+♦+♦+QQ«!!!♦!'�'►«!O-r.!OiiOrii 7.1 I +♦!!♦♦ Qr: ♦+pl+♦+I+DO♦+0+�1r_•►•• •OpO+♦+� ♦�0+�♦�!�♦� ♦♦ •++++++++++r *++++• I ••• . B9 51/2 x 21"GL 51/2x6 GL POST +♦+♦+♦+♦♦!!_ 16 s♦♦+!. ♦rr♦r♦ DESIGNER: YS I ! Or«!«r♦r+'«r!!+'♦Or+ ►'+r♦r00+ I r'Orrrrr 610 6 3I4 x 31GL 5 112x7112 GL POST j�•+rrr+♦+rrr♦'♦r. 'rrr41�ti... .+•♦ TYP ♦� I +�i%i I " ! DRAWN BY: FCE-ENG-10• • !♦•ri...♦♦!♦«� 1 .00at • B11 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING 0 ._.._._ ._.-...___... 00 *.!'•.♦.♦«.♦.r•!M�♦�.w♦�l�/�+4r+�1�♦�.�.�♦I I� ��♦+ / ) PROJECT NO: 17-T174 I --�`-- , */*♦rA♦♦.♦ /+.+M♦411.6 •r++.♦+♦♦G.r am - tai . H 1 , ' �.j�' B12 PT 51/2 x 15"GL REF PLAN ,...__-s_ __-_____ _«..... s 1 __.......v_ .k BEAM SPECIFIC NOTES; v�✓w,..r�vti✓N✓��. �✓ DATE: 1/12/2017 /----) \\ I } • SCALE: AS SHOWN j 1 Orl''�M A D. T i �ti .S.4 D3,Q. ME,„ :p AI•As i^,.i �, _ H1 TYP © 4 i ..� 13 • ` 16 I ,2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END Tr 7_ 0 I ® UNLESS NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. TLS N.".--,."nor n---- ---T- --- -- ......-_,1111.1.1.111.91.1011.11.•__ ...r _ .-.... -� � - ���, -� - •-�� aZ --- . T 21 PLEX BUILDING MP '--2-� 0 0 `o' I I ED I 3 � I 0 S7,1 A M' VP Mir SHEET TITLE: I I ROOF FRAMING PLAN - 1 1 WEST, YA YC YE I SHEET NUMBER: 1 ROOF FRAMING PLAN -WEST . _ S2.4 / SCALE:4 1/4:=1'-0" . S2 17-717 ■ uimumao ROOF FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WiTH THE ARCHITECTURAL DRAWINGS. ` B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL •• - . CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS • ; • AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE - •` • ' THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS „irthe s �,i REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED,NOTIFY THE • ARCHITECT I ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR . F. TO BID OPENING. , ,• • C TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR SPECIFIC CHANGES. FROELICH D PRE-MANUFACTURED DRAG/GIRDER TRUSSES TO BE DESIGNED FOR THE ENG I N £ ERS 1 YFell AXIAL SHEAR LOAD(TENSION/COMPRESSION)LISTED ON THE PLANS. PORTLAND: (503)624-7005 • TRUSSES TO BE DESIGNED TO COLLECT AXIAL SHEAR LOADS AND TRANSFER BEND: (541)383-1828 1 THEM TO THE BOTTOM CHORD THROUGH WEB MEMBERS. THE TOP AND DENVER: (720)560-2269 BOTTOM CHORD SPLICES SHALL HAVE THE CAPACITY TO TRANSFER THE Froelich: 560 22 1 E AXIAL SHEARS Ate_^�"'f``_^/^/'�_'^./.--....,---\^ ---,...---.....---.../..--..� JOB# 17-T774 A / PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DBL TOP PL BREAK W/ alk Ani I (12)0.148x3"NAILS TO EACH SIDE OF DBL TOP PL BREAK(24)TOTAL NAILS. Ali ilk Iilk C TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL 3/S6.1.IN* fe - . VP t . liar F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST F �. THE SAME SiZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS 4,17,03:41:410,ctit,„utte 6 `+' fiD NOTED OTHERWISE. A G SUPPORT ALL GIRDER TRUSSES W/A MiN OF(2)2x6 STUDS(OR(3)2x4 STUDS-Th) �,_� T• / ' /3\ "` AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION,TYPICAL UNLESS NOTED j___ S7.2 I a� NirH1 TYPS7.1OTHERWISE. USE SIMPSON LGT TIEDOWN AT GIRDER TRUSS TO POST BELOW,- e. -- - - -- - m I - - _ m ... `1 1 . . . - - - - - CI al .....R.aw. 1 C1 I...� TYP UNO. 44 111412 m ` �ip I ® TYP .�,,�., H PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) ) ..••-- o/ ,„ insizob** - --jLi � > .......-......4. - ___ CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL ) , h ► -i_ I ( 2156.1 V.0.'`` : • 24 r +rte H1�TYP LI A-- N.,.✓u\✓��v�%.. u+..r�+,..r�N..rs.✓u"...✓��.✓��w-- a. , A. " b. ..:.. �.»._ .�::._�..�.:__ P's 1I. -- / KEYED NOTES __ ___ _____ _ ..ric Ol+sys.Ow♦w0♦+O♦O+i+O♦♦sQw♦O+♦+O♦w0♦0+.�_ '.+i+a / • ,�+.�..,, _"R.__ '+♦+w♦4* /( 4 NAIL ROOF SHE RING O DRAG A D RIG DER R S EB LOW Wt MIN OF 0.131 x2 ll♦♦ ♦w♦wlwlwl♦ i♦l♦w!♦ic to w♦w Obi+O♦+O♦s"'►O.+♦+O.+DI+ �' . i ♦ ♦ 4- _ ;♦♦♦♦ I 3 " " I �O�i+w+i+i+♦moi+i+i+i+i+i+i+i+i 16 I� �� t tt `w+i+♦+i 16 t 1/2 NAILS©6 OC UNO ON PLANS O'l+i+i+•i0�♦+♦+i+i+i+i+i+•i� 'sw♦w♦♦t�; , 0 .+`�s♦+++++A•41 Q�} t ;♦� +♦�♦�♦4♦M+�♦�♦�+�♦�+�♦�+�+��' 4. .4, 1 ® i t *... . iI ® �i� Q 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW.TRUSS TOP CHORD STEPS AT ROOF I '♦ +++40,0++0++O+++♦•`++O++iO++* t r %. .'♦sA s+0 STEP. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 5,000 LBS TENSION AND I i+ wiOita.0 ♦ii0iiiiiii♦♦iiii' - t I' ;♦i`. OOi+i ,,♦O+s t +++ - +++++++++•++++++++, .i+♦ii♦♦` pQ♦+ t COMPRESSION. SEE DETAIL 81S7.1 FOR ALIGNMENT AND CONNECTION TO WALL ♦ •w♦♦i ..... ww♦l♦♦wii♦w♦w!♦ ,♦ 4....,. .. _ \ �'4•+♦+♦+♦+l+ww4+a s!♦!,: ' ♦+ ♦iii+♦+�szsiii+i+iiiiiiiii♦+w+w+is \\v\ }•+♦+♦+wQ+w+i+w �w�+�+��. , . BELOW •f• wwwls•►♦ii♦♦♦♦♦♦♦♦♦♦ww•♦• �y 1'.++i+i+i+i+i+i+0. s♦+♦+♦+♦�- t ���i�+�♦�w�+w+�w�♦�♦moi•/•+�♦�w�w�+�w�w*+;+�+,♦+ i s t ♦; i♦++il•ia- !• ♦+w♦+, 1 6 GIRDER/DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3 000 LBS i ► to, •♦w +♦•iwi<1 t + s-� +i+i+0i++i' #9 +♦+i+i+w+i+i+i+i+i+s ,O+w.+Q�"t TENSION AND COMPRESSION. . ++i+0i+..-0.• +i+i+i+i+iO+i+♦+i+i+i+i! ° 4,♦♦♦!iw♦♦♦♦♦+♦+w+w� �!+♦♦♦i♦♦• 'I S7.1 +i�,w+:+:+:+:40�+:+:+:+:+:+:+i+:+:+:+:+:+i` ° 57.2 '�+++i+++++♦+i+++++s` ♦+♦+♦♦++wwi+wi+ t vs tiroww♦w•www•• .♦♦iw+•• 1 t 7 DESIGN THE DRAG TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION AND I ♦ wi♦♦♦ ♦♦!♦♦♦!♦♦w•♦w, .C71'r i� t"' ♦as♦♦♦i•ii♦!!♦ •♦w♦♦w♦♦♦♦ COMPRESSION. SEE DETAIL 9/S7.1 FORALIGNMENTAND CONNECTION TO WALL ♦r!♦♦lsAwil♦l•♦♦♦♦!i �R ..♦♦♦♦♦♦♦♦♦♦♦ ,O+ip+w+i+w+i+i+i+ Q Ls 1 L x ♦►++i♦!♦♦♦ls,,r!♦w♦♦w!i♦i!!i♦!+i♦i♦♦• v ' J of k E` ♦�s i♦♦♦♦♦♦♦♦+ .!♦♦♦♦w i w♦i wlil♦♦+-♦♦♦•♦ill♦♦♦ .♦♦wwi♦♦♦♦i♦ w♦liwii!!♦ ♦►iw♦ws-►♦♦wiw♦i♦♦♦r tt►♦`: t i`Ittil X04,444:** I ;s♦i►+♦O♦!+O♦'�♦♦+♦+00+♦+♦♦+♦OOs 1 + M t .►.www♦♦♦!♦♦♦♦s Aw♦iwli♦+iw♦+- - 3 8 SIMPSON MST48 CENTERED BETWEEN BOTTOM OF DRAG TRUSS AND TOP OF I wit �i+♦♦♦♦mo++♦♦♦i+�+� t i t �.+++++++♦++++++w+++++i+a. iw+i♦++rw+i+i 0,+s ++:+:+:41,.• i.,:,c:4:41...,� r k i `'s•:+:+:+:+:+:+:+:+:+:+:0+:'. .•+�♦�w�♦�w�w++i�+,♦�♦�w�♦�♦+s DBL TOP PL. SEE DETAIL 9/S7.1 FOR INSTALLATION ::4 16c4 iii4*.:'t���w4.4 4v�Ji, r p.--k 1 .ilii♦♦i♦i♦►♦i♦i♦i♦iwi♦iii♦i ♦i w♦♦♦w!i w w�i♦�ii♦lwi���a�♦�♦*♦�s*►` ) ' '� ` /w+i♦♦i♦.il ti•t �__,,��- �1 9 PRE-MANUFACTURED ROOF TRUSSES©24"OC ++i+l+♦+� +w+w++�♦+ ,• • ��sli i+wiii♦iiiw�li�♦s:ww♦+w*! _ *♦♦♦w w w w!w♦i♦i w♦ !w i •i w+►w w •i w•w+i!♦ , ""'° "',� ♦♦♦ ♦ w ♦ ♦ w♦wi ♦♦w♦w♦ t 8 ' ♦+l+l+w+i+w+i+i+w+♦+i+/O+�*♦*++i+♦•„+!,,,. ++++! r tf •l♦ .�. 8. 4 13 . _.41_0•0♦•♦ls.11ii♦i ,♦w♦♦♦!♦i♦l♦w♦♦srw♦!♦ �,♦ii♦♦♦ +� .�iwiw0•i� 10Z 40�w•Oi•♦O;♦♦♦♦D♦O+i� t ♦♦i♦♦w♦wliii ♦♦♦♦ ♦!♦!♦• . t 10 PRE-MANUFACTURED SCISSOR TRUSSES @ 24"OC(SEE ARCH FOR REFLECTED �♦. ♦♦ii♦ ♦�♦•1w♦-♦♦♦1♦ II •♦w♦i♦♦i♦w♦♦ii41* 14 •••♦i • ++i+'r+i++�, S7.2 „••E• r i 57.1 r !♦+i•w+/+i•i+ii+i+w•i+i+i+�i+i+i+ s•i+i+i+� : 1 4 CEILING PLAN VAULT LOCATIONS .•+mo+++i •�• ♦iM+=•♦++♦s•♦i w♦ •♦wliwi♦i!♦ii♦•iiiiii♦i♦+s-••••w�nigg iwi ( /sri• ! �► .♦��4�wiwwii 1 r iiwi♦w♦♦!♦i♦sM♦♦♦♦ wwwi ip••i��)i :�iY��tisF►�% ;++*!'+•♦,►�•►0�- i+iii+i+i+i+iO+iOi•♦+i+ii`...O♦+iii 1 / 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK � ww♦♦il♦wi iiwiw ♦ww• 1 / �it = J .: .r ti.. k.....rR......... ,. .. ♦♦i•ii♦iw•i♦♦ ♦wiles♦♦♦♦♦♦ i +� -N j `:/i0�♦♦pis+♦�w+s♦�♦�w�i�♦�w�w+rw'r♦�♦�♦�Ow;• . 1 d, „r, 13 7/16"APA RATED ROOF SHEATHING CO dial . . ►mow ..-411 w• .........sr....i.... 1 r a:+D:+` i ►+h'i:•:+:+"74 if.1 +:•:+: !+:+:�:+:•:+:+: ❖�' J t r 'Y 14 SiMPSON CS14,3'-0"OVER TRUSS TOP CHORD WALL AND 3'-0"2x6 FLAT IMF ‘iii iiiiwi t�Si,�i♦iwiwi♦w _ �i!♦w♦+♦$8••40)+♦iw♦+w/isi ,� I 1 •wi•♦+♦♦•i+i+i �E to( %WYS O�i1s4+Vlr ►ltlPTti:►.�/ : I t BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. L I sl+1 s♦♦iwi♦iMt,<s♦ ♦i+w+ +♦+i i+♦moi+i+i+i+iw•♦,. t I W _- �♦+i.O+00iO4i ++s +++, i♦iw♦sr♦iw♦i♦ r 1 17 SIMPSON C$14. STRAP 3'-6"OVER DRAG BEAM W! 2 ROWS 0.148"x3"NAILS t6" •w♦♦ww AU•i♦ ♦• ,,- S7.1 +Q•O+w+♦+s•••• ,0+0• t i+i:♦�♦�w!♦wiw '�►+�i� 11 ``•+i^+wi++~ iiOwii I O G •�+-•74,,10•40,w.' Q+,4.„•,, +w�+++♦+w+w! �.� 13 j 1 OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS UJ LI wwi♦i !s•s, [7 �aNw"'♦•w• i•♦+i+i` i'"' 1 1 x " ♦•O♦+�s E,►+. �o•X••w+ @ t6 OC.SEE DETAIL 14/S6.2 AND 20/S6.2. pd ,,,,,v\i,/.1eit r, ♦w •♦♦ t ♦t . , .e. I i /,r♦i♦ ♦iwi/, . I 1 I '""' si:+:+ 44.4 r WOW r____ 0 1.....___.1 L"t r"""r�' 4•4,,,14.1r lorm � v i 4 , i 18 GIRDER TRUSS TO BE DESIGNED TO SUPPORT THE ROOF STEP. ce o • - Num Warm II - i . -,I. 1:-- ___ _ } I - - :0; - - 22 ALIGN DRAG TRUSS W/WALL BELOW.DESIGN TRUSS FOR AXIAL$HEAR LOAD OF g ri. � 32 00 # DAV I A .`s+ii+i`sss .w�« .Q - F = a.G s Y T=U L Et t3 00 00 " ► 8 .�♦•it+►♦�!�♦�♦�♦�► ' 24 SIMPSON CS14,3'-0"TO TRUSS BLK'G OVER THE WALL AND 3'-0"2x6 FIAT W rr w o ,i�+:i'D:+•s+•i+:+:4 BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. USE(2)ROWS 0.148"x3"NAILS �' w 't' - 4 S7.1 ,,4. i„w�+„Q♦f ©EVERY OTHER HOLE. I-- IZ - �V L,1 �r 13 1 .♦w♦!-♦♦♦i t z to 'i7 ...rte I f►♦iwiwii♦A+ilius t p _ 22 ��`i L�a ✓ 4 ,.+i�•�+�♦�Ai..i�i, i 25 SIMPSON C514 x 8'-O"LONG OVER TOP OF 2x6 FLAT BLOCKING BETWEEN Li/ co O 0 Q .......Z., ® �� .♦♦ ♦♦ TRUSSES CENTEREDROOF STEP STARTING. USEROWS 0.148"x3"NAILS© Limn ♦++i+t!.!.!!__ ,, ♦l ♦♦♦wl♦ AT (2) O w - - _._ _ _ �T1�t i 11•. 4 .-: .,li•+•♦•il♦:i'' t EVERY OTHER HOLE W 8 p w �� ♦i♦ w♦! ♦ w p in >"- Q > •` __""! ��' * *ice. :;%i•i• t 'N' gli AIL i - t *a] I t "I t' t' r .r ...Jo ,i+:+:+:+:•:+:+:+:vk co 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO BEAM. > uy C -R.I 0 O t`�.......J i♦i♦iii!+ii tilt►w+w+w+� ( i V�/ I t ( r..J L_ J t 1 •0 +w+w+w+i•w+♦+l+♦+� t �" I- m Z " 1 I i+i+++i++*++i�4+is�'s"'+++`++*` �' v 1 ! o 11 " ct a I I '++i+ii•♦•i•i�iOD+i+♦+i+i+i ® _ t r .4+/O+il0•++♦+♦• 1 cn a I 1 O:❖:+:❖:❖: ❖:+:+:+:0•:+i` 141 TYP -...11 r t O�oiiiiiiii0%.i t S7.1 27 SIMPSON MST37 CENTERED BETWEEN DRAG TRUSSES n,/ C I- � o > I l r � l ���♦�♦l �♦*!�♦�w�♦i w� �,i 57.1 I t *•-••*i'♦+•.i.•, 1 I- t� > 38 PRE-MANUFACTURED GIRDER TRUSS �s♦♦i♦l♦w•♦i !i♦+l+♦wwl•♦♦•♦l t 1 • OOtt iwi i*i+++*i+ ++spww•w+ , , , `;iii ii•• ti♦i♦♦♦Iles w+►... � . 1 t i♦1i♦♦w♦♦� r ►► t t t t �2 � i 1 O!+!•O♦•ii+0♦+li I 45 DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION .....L ..` `V' •:♦T♦t♦t•Z`t,°t♦I♦:�w ��+' �: i�ii e;,l+ _ I. t ♦!iiww♦l+ AND COMPRESSION.CONT THE TRUSS OVER THE WALL AS SHOWN ON THE PLAN ,ice♦�w•♦�w�1w +i ♦&iv►��ti�i.i�i�♦�� ►i�� 5 1 r 1 ?♦♦♦♦♦♦l w , l+ii+*��'.♦� ..4 i.♦•wliii+il4♦ili -� - .1 i ♦♦!♦♦♦•+w+il*. ..o+.00+. ►:�..:..000s�»�►.�,o�, - r ;;;;� PERMIT pp ,......��a,a.......♦ �►.•.♦. - . I +000•♦oo� 3 , SUBMITTAL "...- I i�:❖:+:+:+:+:+:+i..0i+:+:�►+:+i♦i+:+:+:❖:+iwi+:+:+:+:`.• . r UI I i♦+♦+♦•l•♦++•+++++' r.....m w �0:♦!i�+++•++••++++p+►++•+++•++a'p+pi•+++++ II I t .t L.1 t--_.. •a��♦� -ta�Eis._. .. _=ate-... HEADER/BEAM SCHEDULE sw♦ ♦�lwv L. 00 ,0' 13 i+iO+i+i iwi♦i+iil� iii+i+i0•ii+ilii►+i�C• iiw t I ' _ ,,„ 4,4,S +w♦♦+♦• I HEADER I BEAM SIZE /3\ POST/COLUMN TYPE(UNO) ♦ ♦♦♦♦♦w♦♦♦iuiil♦!i♦♦w-♦,.w�!♦s _ ♦♦lelwi•l i�iM� ♦iliuwi♦ililiwiiili i!i♦i♦i!i!i♦ilili4rl• w♦i♦.i.♦iili4 16. P. i •lil•.*♦!♦♦iiww,, i""�/1r"..i1r�i^1i�f^�r1i1'� •♦♦ 57.2 ♦!w♦♦.w ♦wi 4, ♦wwi♦♦is�. w♦♦iwl♦, r - 12 ' +i+i Oiwiww+i• ' i+i i+lsi+iwi i+iwi•Oi+ii�►+i•Ol+i+ii•O+i 't- H1 4x8 DF#2 (1)2x6 OR(2)2x4 CRIPPLE AND(2)2x KING iiw• i� ��� 0 liliiiii♦iwiiiiiiii►wiiiii+iii+iwi/iii4 M I ., fd,+i+i •�+D♦++`' .'•Oi+i•O�+•Dil++ii•Ow♦i+++♦Ow+•+i•44 II e ---- -5 S7.1 'I I t Asa. IZ .,.w �►l♦♦ww♦lw..i B1 4x1q DF#2 {2}2x6 OR 3 2x4 CRIPPLE AND 2 2x KING u �� w♦i!♦!♦♦.• I I 1 { } C ) REV DATE ISSUE TITLE ♦♦les♦♦♦► !♦ ♦!♦ ♦.441,14. ia•�•+•♦..40-4 i . i•w4 ''ii+ii•i+i+i+il�4- I I t ♦s•♦+swi0�/♦�i�♦♦i•w+►w�♦�O/�w�.�l�♦O�w�w�i�♦i l�i�♦+♦+l�l•Oas�w:+:w:+++• +:+:+:1:•:+:+:•:+:�'►�+:•:+:w:+0:+:•:i:+:+:0 - II I B2 6x6 DF#2 (2)2x6 OR(3)2x4 HF#2 'KA, ♦♦♦♦♦♦♦wi♦♦♦♦l♦i •i i♦♦♦♦♦sw♦!l♦♦e♦!w♦♦ww♦w-4-1" ••!♦♦w!•!♦. I I 03/20/18 �►♦w♦ww•♦+♦+l• •iw•♦w♦•♦•♦•1+♦•�Ii•+•••les++ �►w♦i♦i♦iw♦•i♦s`►^l♦li♦li►♦w♦ilt♦♦♦1wwwl♦l♦iw♦♦♦i+• ---- ---� �..I r .1 410 \ \ W 7/8" 3 STRUC REVISIONS ♦♦♦♦♦li�♦i•♦♦♦♦w�.+ “ ++vi- w`►js i- +♦�i00iii0i 3 . ---- °.."-.l • I �t B3 31/2 x 11 GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) �q��� �' ! B4 5112 x 11718"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) is+iO+i+i+♦•iwi+ii+iii+O� X..-♦♦♦♦♦! ♦♦♦♦♦. I I 40 '.44;. r ♦+iiii...it ii ; I I I ��+i+iiw+♦•+i++ii+++++t _j _ '` s O++++i+ +wii+% i I-,...""""- ,,iwli♦li♦w♦wwiii Ili♦iw+wi♦i♦ i♦iiiwi. I �wiliwi♦i♦iliii♦lliwili♦iwiliit i._-_____-_- w • i+i t = 7/8" ••+ •+ +••♦ I-R�-� - "!••♦+i+iiii+i+i+i+ii+ii0 t 1 0 0 �+ _ B5 7 x 11 PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) ) x,i,♦�w+►♦•w• *►• + :+::::0::i::•�:�:�:�:� s�♦�♦ B6 PT 4x12 HF#2 ( PT 6x6 HF#2(4x6 HF#2 AT WALLS) ) •♦••iw000+ M!i♦wl♦lilliww♦♦wa +♦♦ •i♦w l♦ "•«+l+ i+w i+illi+i+i+i•i+i•i+i b♦iw♦ I t B7 51/2 x15*GL 6x6 HF#2 +i+w•l•♦•♦w♦� S7.1 «+iiliii+i+iiiiiiiiiwiiiiiiiiiwi♦iwi• v4 "Kt t �•i!♦♦♦! kr`uiiwi+i♦ilipliii+iii+i+i+i+i+i•i+it - s!♦+ I B8 5 1/2 x 18"GL 6x8 HF#2 ) PROJECT MANAGER: CN +♦iii♦ sww♦iw♦iil!♦www•iww 41, 12 .♦i♦i I +�O+w+• i viwwwwwii0- ''' ww♦ww4 / lies! 4 < •40 :/:•:•i : �' i+:•:+:+:+:•:+i 4; 10 r1;) +:+:+:+: 59 51/2 x 21"GL 51/2x6 GL POST 4.Di+ii•0 10 -a'i+i+QQ♦O+l` 16 +♦wOi+i+i+� t S7.# sil♦♦ ) DESIGNER: . YS Ai+iwii• `+lliO+i+i+i�� ii+i+i+Qi+� A I '+4:$1� I B10 6 3/4 x 31"GL 51/2x71/2 GL POST '�w:+:+: I -:i!iwi•Oi•Oi+♦ S7.2 siiii0•:$4 �O+i+iO+i+ Q O / } DRAWN BY: FCE-ENG-10 ++i �� r'�♦•♦++♦•!+♦+l+lam •�♦+!•♦+l•l•i•♦+l+a, - ♦i♦iii♦i♦ ♦, A;,�iliw♦++li♦i♦♦♦iw+ ill♦iwi♦iwi♦iwi♦il♦ d , ♦♦♦♦♦ " ( ) +♦♦♦♦w B11 51/2 x 9 GL (1}2x CRIPPLE AND 1 2x KING 1E '4 -( ••ilfl+�e,t>i?i+si�i,+i.i.•�iyi�i•si,'r _ 1._ res .• . �� ,r,� PROJECT NO: 17-T174 .M..w. !'!� ,. �.,v..w. 1.,•+•i•�w••♦♦ �... kr- ` ) ��' d^__ .....-i 13 ✓ t „r 812 PT 5112 x 15"GL REF PLAN DATE: 1/1212017 u.• i1. I i� F T Tyr BEAM SPECIFIC NOTES: is t I 40 't #� v 1- SE O M ND AT D 1 T SHE UL UN ES NO ED THpR SE N P SCALE: AS SHOWN /F 4......- $ .�� i. r 1 0 op 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END i 1 ( UNLESS NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. I ' �..�"_....7..._.----,.-.1.�- _ _ _ _ _ _ c. __ �___ _ . _ 1,7,17 .__,-.L_ , _., . . _. } - - - , - _ - - , H1 I TYP e' � .�. �t T. 03 ( H1 TYP �� i 6 34 k•II N‘:( _� _ ►_ 21 PLEX BUILDING d► I 2 'GP' Alillk IMP I i MP SHEET TITLE: I S ROOF FRAMING PLAN - I EAST 1 0 1 YJ SHEET NUMBER: 1 ROOF FRAMING PLAN - EAST - S2.5B SCALE: 1/4:= 1'-0" 16-T100 . : .:L YB 1YD YB YD . • • . • • • • •:• FROELICH I 1 I I ENGINEERS 1 PORTLAND: (503)624-7005 r ——7 r— —-'1 BEND: (541)383-1828 I DENVER: (720)560-2269 J L J (j I froelich-engineers.com - I B3 JOB# 17-T174 - -7 1 - 4- - - - - -- -- I I 0 n CI 0 0 ._i 1 --- _ I-- c0114, -- I I r1 - ‘,c1 fi- 1 wic L_.._- _–J - - ` (3)STAIRty 1$472 1 ��` I STRINGERS. /3\ .. �;�.,,�,., 1 - > I I W5 REF DETAILS _-- rBEAM, REF I ON SHEET S3.3 _ - lei PLAN i I SIMPSON 1 �I ^ 4 _ HUC410 1 J,,. ` �4 . • II ile "ll, ' - 12 = --- ---- �� IMRE& t x s5.2 ,�_. __ r lb y ® C ---� I- 4x10 DF#2 AT STAIR �. - (3)STAIR W1 STRINGER MID SPAN - <- STRINGERS, 0 , - < REF DETAILS rff ---RNs----- �' ON SHEET S3.3 _ .{..B3 u 6 Ni, Ji 3 4 I _ 1 — _ _ _ _ _ _ _ 03 TOP TRANSOM J L __1 - L_— J L__ . i --,i - - - -— - -—- - - - -—►-- - - - a3 To PLATE - – L.----- - – 32 - 0 1 r CIOQ W � III (---2--- 3 W STAIR #1 - FOUNDATION PLAN STAIR #1 - FIRST FLOOR PLAN W I:� o I- 1 ,' SCALE: 114"=1'-0" SCALE: 114"�1'-0" V a 1 53.1 16-T400 S3• 16-T100 T to 6 e �J 1 r icyj f W H ! 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YB (Y:ID�M � }'- Q% _iYB YD � � J � o rie '''- ',.--1 cl- P. * 4 I i A . k4 y F; 1 S3.2 I 1 .I, 6 7 83.3 S3.3 I, I I PERMIT SUBMITTAL _ _ -.�- .. 3 ' _ 02 TO SHEATHING S3.3 ,4 S i _----I f 01 TO PLATE _ ll REV DATE ISSUE TITLE TV l i ; 03/20/18 STRUC REVISIONS I � w.nnni+.=- ® — - . - ell3 11 _ ' r I ,� �• R �� aw umnni i F AM kl J �� • J t _ 0 XV , L_ _ 0 Mr Q31,,, , I = _ - - = PROJECT MANAGER: CN E - B3 - _ = B3 = DESIGNER: YS ® -� I LEVE_O s _ - _ 1_ w .. ----- _ _ 1'-l' - - - _ . 2x8 �--- 2X8 Aft FC NG- 0 I A __ _MIN {' - = -..-----Tri 16"O = G 16"O PROJECT NO 17-T174 ff _� = i 4 C 3 / 4 C �3 A L - ._ ` 00 TO PLATE s SIMPSON LU _ 6 3 SIMPSON LU-�= /3\ 6 E HANGER TYP� ® WI [ ro e:1' A\ HANGER TYP k�3� 53.3 6�� DATE: 1/12/2017 —I Mr I _ 83B3 SCALE: AS SHOWN _ I (3)STAIR ....- __ -_- . _ (3)STAIR -_ 4x10 DF#2 - --, STRINGERS, - -- _ - STRINGERS, _ ii.. .......... - 1 ► S3.3 REF DETAILS --- _ ---- ' ON SHEET S3 3REF DETAILS ` ----' l l ON SHEET S3.3 - / _ - --- _-- - k __-r - '� r -(3)STAIR 21 PLEX BUILDING _ ® - _ --- ---- _ - -- 3 STAIR - ---- - © `STRINGER, —- -- ". - -f p .. - •.- - ! - •` a, - . - - , - --its, 4 - - - L 00 ---- - - .._ r' t I: � 3 LEVE r^.� r r r' 1...A , _ REFIDETAILS • REF DETAILS -1 _ � ��-r-�--')-� r--=-�'-r-��=T-r-r-- -r t T-t•r—r , r- -- r-�._r .� i,.. _ � ,.�...I , 1 � 't• � � ON SHEET S3. -- ..-.13....._ ._... I I —I I—= =1_ I I�i —I I— .I I— i i — - I I I— I .I I 111 I—I I ( B3 ON SHEET 53.3 — — — i � iB3 SHEET TITLE' 1I ..=11 I 1I --------1 f10JIFLJ;. I l i 1.._, 1=I ir-1 11=11 — - — STAIR PLANS 1-_-_-_-_7_1 -I 1---_ L__. , :_-_-__ 11137 =-_I I 1 1 — 1 111 fi 40 _ 0 li 1J _ _ ~ ' «_ 4 = J1 ClTi_ ' f _ - :'_'.4-..-• , <f_ • ® « ( S3.3 c = 63 • �_ FROELICH < 7---- --____..(...„1,__2 = pORTLAND: (503)BED: (541)383-1828• 05 ___ 4x10 DF#2 AT STAIR DENVER: (720)560-2269 = <_ C ---~ S3STRINGER MID SPAN froelich-engineers.com -- �/) • JOB 17-T174 CI, • 34 � IE - - NF ct. /3, (3)STAIR ---- --- , : ..::.: W1 I STRINGERS, • 2 1 <!• REF DETAILS --- 12 / i c; ON SHEET S3.3 SIMPSON --- :'::-..'';:,:,.,...,,,.•.„,;',,,,-,:.,,,,=.,..:::,,,;.7:77.....,....7:,,r,i1,':' '''''...:''.:,..,:.::.': •.• HUC410 .. . . -:•:•••••1.2 .: :. . , • �� i , S5.2 • . • . • 0 (. --- ---- �--(3)STAIR f; = STRINGERS, f• - -- REF DETAILS ' II - LI. --- --- ON SHEET S3.3 _ S3.3 I �- < _ _ ®I. i - - = - - 34 LIQ. Li a n . H a _.._._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 03 TOP TRANSOM j I I I I• /a� 1 -\ 03 TO PLATE s • �^ V, W E-- • I i (ID (11111) . . 411) 0 I 1i W w I6 ( 2 STAIR #2 - FIRST FLOOR PLAN 3 STAIR #2 - SECOND FLOOR PLAN (,,,� o SCALE: 1/4"--1'-0" SCALE: 1/4"=1'-0" It i 4 S3.2 16-T100 53.2 16-T100 f-' 1 frt 1 S3.2 'L H -• . / . _ - _ 4 3 - _ _ ` ` - _ _ _ _ 03 TO SHEATHING • Ct O O • �- �" 15 2 —� 02 TO PLATE • ? i- 8 H O >- _ _ • i — ® v��nnMn, w i_ › kg ,. . . .... F... .,c 0 coo 1 , • • i . t, M. ,• i • 3 J1 6 L.L. u`� t•- 0-- ti > • • 1 83.2 •• . Fe . ,i• i ll PERMIT �, _ _ _ _ _ _ _ _ 3 _ k- _ _ _ _ 02 TO SHEATHING _-- ----- --- __ SUBMITTAL W.1 0 i c,' ,: _® _ \ 01 TO PLATE 9 --- --- --- - , 6 1 I NW �— I ® (3)STAIR -- -- '---T- STRINGERS, �_ ____ _ --- I --- REV PATE ISSUE TITLE REF DETAILS � -�_-I --- L__^ /3\. 03/20/18 sTRUC REVISIONS 4x10 DF#2 'f — i ON SHEET S3.3 --- - --- — i r i-- 2 -„ - '---- • I � �`•/ B3 1 i • 1_ I 311 i S3.2 __ . ilk Ala 1___ _ S3.3 �-SIMPSON LU ® — ( • • OSB STAIR TREAD OSB STAIR TREAD ., I yry--OSB STAIR TREAD A in' /I/ We' t711, or 0• ,,, I 4 .4,/ r „, „, „, ,,, * 2x6 HF#2 ONE AT EA SIDE OF •..14-.. -44 4,_._s.' • NOTE: it AM.00 Y 110P STAIR STRINGER W/(2)ROWS OF 3 - 2x6 HF#2 ONE AT EA SIDE ,A, NOTE: 2x6 HF#2 ONE AT EA SIDE OF / , r. --..-, - •• OF STAIR STRINGER W/ 4, - _ ••,....*,- -_------..r.'.-- REFER TO ARCH.FOR: /VA 0.148x3"NAILS @ 12"OC TO NOTE: Y2ROWS F01483" AW REFER TO ARCH.FOR: STAIR STRINGER W/(2)ROWS ( ) O . VIM ..=7.-‘,7 I.STAIR DIMENSIONS STRINGERS REFER TO ARCH. FOR: Mt 1.STAIR DIMENSIONS OF 0.148x3"NAILS @ 12"OC TO 4344 -P Ake -el 2.NOSING REQUIREMENTS 1.STAIR DIMENSIONS NAILS @ 12"OC TO 4 • 2.NOSING REQUIREMENTS IV IA " 2.NOSING REQUIREMENTS STRINGERS STRINGER '1"-•••....7... ..' 3.STAIR FINISHES 3.STAIR FINISHES a ,, OSB STAIR 4.RISER&TREAD DIMENSIONS 2X12 STAIR STRINGER 3.STAIR FINISHES 4.RISER&TREAD DIMENSIONS NOTE: TREADS- 4.RISER&TREAD DIMENSIONS 2x12 STAIR STRINGER REFER TO ARCH.FOR: FROELICH REF ARCH 2x12 STAIR 1.STAIR DIMENSIONS <A' NOTE: • ENGINEERS1 . _ STRINGERS 2.NOSING REQUIREMENTS & SECTION A-A NOTE: , iN . HANGERS SHALL BE: SECTION A-A OSB STAIR HANGERS SHALL BE: SECTI .6. r4,,,---OSB STAIR TREADS •HUC28-3 W/SLOPED SEAT AT ....-'-'- -TREADS •HUC28-3 W/SLOPED SEAT AT CENTER STRINGER ON! A-A 3.STAIR FINISHES 4.RISER&TREAD DIMENSIONS PORTLAND: (503,) 211.4- )05 ' BEND: (541)383-1828 DENVER: (720)560-2269 • * s\\.\\' CENTER STRINGER HUC28-2 W/SLOPED SEAT AT froelich-engineers.com ,.... 1 -% ,,k, & • HUC28-2 W/SLOPED SEAT AT .1.....‘t....J OUTER STRINGERS JOB# 17-T174 2x12 STAIR I (4)0.148x3"TOE NAILS AT EA OUTER STRINGERS II . STRINGERS I z STRINGER TO SHAPED 4x CONT. • , I/ OVER DBL TOP PL fri 1 '% \\ , '' 9 k• " \,',N sk.:N ------A 7:1F3ASRTick:TREADS, I 2X12 STAIR STRINGERS NI\ ll • I ° FLOOR SHEATHING STRINGERS2x12STAIR /1 %)\'' / / e I REF PLAN 411 .3..incitaita:440Uprtsitt -411,...",..4 limi imi\ 1 n„. •...s. r FLOOR SHEATHING REF PLAN . /3\ 7/-FLOOR TOPPING,REF PLAN • 2x6 BLOCKING SHAPED 4x CONT.OVER BEAM / • v--,. . /7"-- /3\ • , • 2x6 HF#2 ONE AT EA SIDE OF FLOOR JOIST 44 /Sin STAIR STRINGER REF SECTION _ ,„ .. •;\,1 -:r". \,\II,.4. . I AND HANGER A\ 111`,.. . ‘......"--.. .,,,,\ ! 2x8 PT PL REF BF PLAN NNGRADE WOOD BEAM,REF PLAN A-A W/(2)ROWS OF 0.148x3" 2x6 HF#2 ONE AT EA SIDE OF 1 REF PLAN • I /3\ ° NAILS @ 12"OC TO STRINGER W" . 2x6 HF#2 AT EA SIDE OF STAIR A PLAN ,-JOISTS,NR(JOISTE STAIRA_A STRINGERIN/(2)RcoIN REFs OF SECTION0.148x3. OP- • 2x6 HF#2 @ 1ST FLOOR STAIR EA SID A \ A/ RUN OTHE NAILS .a 12"OC TO STRINGER STRINGER W/(2)ROWS OF . 0.148x3"NAILS @ 12"OC TO v / v • . . ,.' Jr . OF STAIR STRINGER W/(2)ROWS OF !.•$.1,1, N.\c.)/\ WAY AT SIM) \ (OLI:11 STRINGER Illi!fir.L.7 I • ' ' * DO . . 0.148x3" NAILS @ 12"O.C.TO STRINGER /. (0 Dig ) B I a G PAPER N:""••••.N........,...__ k ,, ,.. . leaViES,1 51 • .. (2)SIMPSON HGA1OKT TIE FROM STAIR FLOOR BEAM REF PLAN (2)SIMPSON HGA1OKT TIE FROM -'N'N*--FLOOR BEAM REF PLAN 5/8"DIA WEDGE ANCHOR 1 „ , STRINGER TO STAIR BEAM WITH(4) STAIR STRINGER TO STAIR BEAM WITH 6"EMBED©12"OC re SIMPSON SDS SCREWS.(1)TIE AT SIMPSON FACE MOUNTED (4)SIMPSON SDS SCREWS.(1)TIE AT SIMPSON FACE MOUNTEDEj) ir /3"CLR REF PLAN FOR EACH SIDE OF STAIR STRINGER HANGER AT EA STRINGER EACH SIDE OF STAIR STRINGER HANGER AT EA STRINGER iv) FOOTING SIZE& 10 B167:3 I"=AT MID SPAN I SCALE: V-0" 7 ..''N STRINGER CONNECTION TO BEAM - STAIR BOTTOM S3.3 T SCALE:16- 101"0 = I'-O" 4 STRINGER CONNECTION TO BEAM - STAIR BOTTOM ei SCALE: 1"= V-0" S3•%.1 16-T100 1 STRINGER CONNECTION TO SLAB s3.3 SCALE:16.Ti01"= 0REINFORCEMENT n 7-0SB STAIR TREAD ....____o____ z,---OSB STAIR TREAD /3\ 2x6 HF#2 ONE AT EA SIDE OF 2x STUD WALL---_'._-' 0.131x2 1/2"NAILS @ 6"OC , VT STAIR STRINGER W/(2)ROWS OF 0.148x3"NAILS @ 12"OC TO 2x6 HF#2 AT SIDE OF STAIR /;\ STRINGER W/(2)ROWS OF NOTE: 2x10 LEDGER W/ NI A STRINGER 0.148x3"NAILS @ 12"OC TO /3\ (2)•1/4 x 3 1/2" REFER TO ARCH.FOR: t STRINGER 7 7.7 4:7 „.• SDS SCREWS 1.STAIR DIMENSIONS • 2.NOSING REQUIREMENTS SIMPSON - SIMPSON LU 44.---......... *'".--.--2x12 STAIR 3.STAIR FINISHES ----‘1"-- .... HANGERSTRINGERS 4.RISER&TREAD DIMENSIONS 2x12 STAIR -t••> (,f) 10 STRINGER -'' AlIti 4/ 2x8 @ 16 OC LANDING SHEATHING pre <"--•-- - RAFTERS SECTION A-A SECTION A-A ...- ROOF SHEATHING, 0.148 x 3"NAILS -..., @ 6"OC • --.. REF PLAN W 7 ,/,, 4,„, 4,7 .-- ,, i --.•,..., -"*.-- A OSB STAIR TREADS, --.... REF ARCH I 2x6 HF#2 AT REF SEC A-• 0 49 a --.... • ...... 0.131x2 1/2" • I W/(2)ROWS OF 0.148x3" 444 0 -..... • -.... NAILS @ 6"OC / • NAILS @ 12"OC TO I -... .... ..., , Ar BEAM,REF PLAN STRINGER I-- 71)- -..., , ,g, ,7 ,,,, , • -.....„. 2x SHAPED OSB STAIR TREADS De u-ir4 '....„ BLK'G -REF ARCH A 0 Ce wiz- 2x6 BLOCKING ' -2x12 STAIR STRINGERS Q, 0 . 0 0 c) A\ A Or - '4,.>.•,,,L,..„... ,--- I I yv--... -... re , I ° W >- z tii 8 • 1 1 11.1 a 0.148x3"@ 6"OC II .‘kc LS. . 2x8 PL /' . ..- /- .,./ , ,.., • I 0 c4 re 00 2x STUD WALL REF PLAN Z 2x6 PL- \ / - / 2x6 HF#2 AT EA SIDE OF STAIR . -• . z rt cul.) 8 co < 0 >.. _. LEVEL"X"ELEVATION .5f,,,. ifi STAIR LANDING JOIST&--//// - HANGER,REF PLAN • STRINGER W/(2)ROWS OF , - - -- - ' •,' ‘ .- 4 -,'\\ '.., ••• •••'), 0.148x3"NAILS @ 12"OC TO ..... . W L.61 III 0 >" 9It >tij - STRINGER JOISTS,REF I > (7) 6' 1 o D BEAM, diPLAN(JOIST ,_ re REF PLAN BEAM,REF PLAN --2x6 MIN CEILING JOIST RUN OTHER •••,. • NOTE: ft a < WAY AT SIM) / 4 ,, Pk 141011.- REFER TO ARCH FOR: . SIMPSON A35 El / El El r 1.STAIR DIMENSIONS • SIMPSON 1/4"x4 1/2"SDS -----"N''''''''"-FLOOR BEAM REF PLAN 1 ° 2.NOSING REQUIREMENTS i SCREWS AT 9"OC 3.STAIR FINISHES 4.RISER&TREAD DIMENSIONS PERMIT /3\ 5.DO NOT NAIL TO UNIT WALL SUBMITTAL (171-.%\\ LOWER ROOF TO WALL AT STAIR 8 LANDING JOIST TO BEAM 5 STAIR CONNECTION TO FLOOR 2 STAIR STRINGER AT WALL SCALE:3/4" I-0" SCALE: 1"= V-0" -s-cAL-E:-Di.114,- ...... ..... ...... .... .-... ..... • SCALE: 1"= 11-0" S3.3 16-T100 S3.3 16-T100 S3-3) 16-T100 S3-3 164100 RUN STRINGER UP SO"FIRST RUN STRINGER UP SO"FIRST TREAD"IS FLUSH WITH FLOOR TREAD"IS FLUSH WITH FLOOR NOTE: REV DATE ISSUE TITLE OSB STAIR TREAD • REFER TO ARCH.FOR: (2)SIMPSON HGAIOKT TIE FROM1.STAIR DIMENSIONS A\ 03/20/18 STRUC REVISIONS • (2)SIMPSON HGAIOKT TIE FROM STAIR STRINGER TO STAIR BEAM 1 ../(--- 2.NOSING REQUIREMENTS FLOOR SHEATHING REF PLAN STAIR STRINGER TO STAIR BEAM ,vr•,,,, ,,,, ,,, ,,, r „„ „„ ,„ T. WITH(4)SIMPSON SDS SCREWS. 3.STAIR FINISHES WITH(4)SIMPSON SDS SCREWS. (1)TIE AT EACH SIDE OF STAIR 2x6 HF#2 ONE AT EA SIDE 4. RISER&TREAD DIMENSIONS (1)TIE AT EACH SIDE OF STAIR , , FLOOR SHEATHING REF PLAN I OF STAIR STRINGER W/(2) STRINGER IN ROWS OF 0.148x3"NAILS @ NOTE: 'rl•: \\\ \\\ \\\ \% \% \\\ \\\1\\\ ‘\‘ \\N ' 1- A STRINGER I SIMPSON FACE MOUNTED HANGER Mk I 12"OC TO STRINGER HANGERS SHALL BE: W/SLOPED SEAT AT EA STRINGER JOISTS-'... _ HUC28-3 W/SLOPED SEAT AT = REF PLAN --.....„...... ....„......____ CENTER STRINGER PROJECT MANAGER: CN JOISTS-.NNN • I 'Isl% ', 1 2x12 STAIR STRINGERS •HUC28-2 WISLOPED SEAT AT REF PLAN 111,1441 OUTER STRINGERS • DESIGNER: YS 72x6 WALL, El OSB STAIR TREADS REF PLAN w, • s -REF PLAN SECTION A-A • DRAWN BY: FCE-ENG-10 //--STAIR---1/4 LIZI OSB STAIR TREADS -REF PLAN • BEAM REF PLAN/ • ' • • ° 11\IW\ PROJECT NO: 17-T174 SIMPSON FACE MOUNTED 1 3/4 x 11 7/8"RIM _..y.7 HANGER W/SLOPED SEAT , RUN STRINGER UP SO"FIRST DATE: 1/12/2017 • 111h III.‘ • TREAD"IS FLUSH WITH FLOOR AT EA STRINGER . _ N., • SCALE: AS SHOWN FLOOR SHEATHING, CONT DBL TOP PL 2X12 STAIR A <A- FLOOR SHEATHING REF PLAN t7--' .7../.7. (2)SIMPSON HGA1OKT TIE FROM • REF PLAN - . • STRINGERS • STAIR STRINGER TO STAIR . • 2X12 STAIR A ..... NOTE: • JOISTS&HANGER • \\I - BEAM WITH(4)SIMPSON SDS -i- A SCREWS.(1)TIE AT EACH SIDE 2x6 HF#2 REF SECTION STRINGERS REFER TO ARCH. FOR: REF PLAN OF STAIR STRINGER 1- A-A W/(2)ROWS OF NOTE: .STAIR DIMENSIONS OSB STAIR TREAD 0.148x3" NAILS @ 12"OC ill 21 PLEX BUILDING REFER TO ARCH.FOR: 2x6 HF#2 REF SECTION 2. NOSING REQUIREMENTS TO STRINGER .... 1.STAIR DIMENSIONS • A-A W/(2)ROWS OF rOSB STAIR TREAD 3.STAIR FINISHES • 2.NOSING REQUIREMENTS 0.148x3" NAILS @ 12"OC 4.RISER&TREAD DIMENSIONS BEAM REF PLAN • - A 3.STAIR FINISHES TO STRINGER • & 1 I .1.--,,,,,, .z,e' er //i, r ,„ „, ,„ J// • ..t. 4.RISER&TREAD DIMENSIONS NOTE: /3\ STAIR LANDING JOIST,-7 I Ill HANGERS SHALL BE: 2x6 HF#2 AT ONE AT EA • • Ia. MOO REF PLAN 'I [ T •HUC28-3 W/SLOPED SEAT AT lir SIDE OF STAIR STRINGER SIMPSON FACE MOUNTED SHEET TITLE: NOTE: • A\ 2x6 HF#2 AT ONE AT EA W/(2)ROWS OF 0.148x3" HANGER W/SLOPED SEAT . _ \\N''''''''. .-OSB STAIR _ CENTER STRINGER ita STAIR DETAILS 1 3/4 LVL LEDGER W/(3)-71 HANGERS SHALL BE: , , 0.148x3"NAILS AT EACH STUDS • •HUC28-3 W/SLOPED SEAT AT 11 SIDE OF STAIR STRINGER W/(2)ROWS OF 0.148x3" •HUC28-2 W/SLOPED SEAT AT NAILS @ 12"OC TO AT EA STRINGER TREADS- STRINGER REF ARCH CENTER STRINGER RA NAILS @ 1r OC TO OUTER STRINGERS 2x12 STAIR A .-- •HUC28-2 W/SLOPED SEAT AT WALL SHEATHING, OUTER STRINGERS STRINGER • 2X12 STAIR STRINGERS STRINGERS REF PLAN .11 s 2X12 STAIR STRINGERS A 2x6 HF#2 AT REF SECTION A-A • SECTION A-A W/(2)ROWS OF 0.148x3" I SECTION A-A • NAILS @ 12"OC TO STRINGER • SHEET NUMBER: 12 STAIR LANDING JOIST TO WALL 9 STRINGER CONNECTION TO BEAM - STAIR TOP --D STRINGER CONNECTION TO BEAM - STAIR TOP (-----3 STRINGER CONNECTION TO BEAM SCALE: 16= V-0" S3.3 SCALE: 1"=V-0" SCALE: 1"= 11-0" s.)..0 SCALE: 1"= 1'-0" 16-T100 S3.3 16-T100 S3.3 16-rtoo -7 •-, 16-T100 S3 in 3 .._ • • • • __,$._ BOLT DIAMETER+ 1/16"DIA r` HOLE CENTERED IN PL •, NOTE: ff•.'11 _.• I\ " 1.CONTRACTOR MAY USE PLATE "' WASHER OPTION A OR B ,AA,„._ ,=__ _,...,,_ , , ,-,,.TA' =====--=`,:i,-,- SHEAR WALL-REF SHEAR WALL2.PLATE WASHER MUST BE HOT WALL BEYOND SCHEDULE FOR MORE INFO \ DIPPED GALVANIZED ---a. ;, _- — 3.STANDARD CUT WASHER NOT REQUIRED REINF LAP REF PLAN PT SILL PL,ANCHOR BOLT SIZE(OR 4.ONLY REQUIRED AT SHEAR WALLS j_(2)#4 CONT 7 /• FROELICH_ \\_ SIMPSON MASA)&SPACING REF PLAN 24" &SHEAR WALL SCHEDULE(SILL PL IN / 3" 1/4" r— LONG BARS REF PLAN " "H"" ENG 1 N E E 4- 00 E CONTACT W/CONCRETE TO BE PT) GALVANIZED PLATE WASHER //[#400WEL x PORTLAND: (503)s24-7005 (1)#4 CONT AT TOP 24"OC MIN MUMS) 2x H BEND: (541)72 ) 3 28 EDGE NAILING-REF SHEAR WALL TY' WALL FOOTING-\\ / DENVER: (720 560-2269 froelich-engineers.com SCHEDULE STAGGER NAILING CONC SLAB ON GRADE REF 7A SHEAR WALL PLATE WASHER OPTION A EXTERIOR I //1 ' ONC SLAB ON GRADE \ JOB# 17-7174 PLANS FOR ADDITIONAL PAVEMENT N.REF CIVILEINF _ IS GREATER THAN 2'-6" __ ., 16-7100 BOLT DIAMETER+3/16"x1 3/4"LONG ADD ADDITIONAL#4 DIAGONALLY SLOTTED HOLE HOLE •_ I I HORIZ Q 12"OC i - CENTERED IN PL I I ..?%yi'� •r _, �. _ _ \ 11 ..61...a. t. T i ., _ j` L DOWELS @ 24" I 6" • NOTE: " 1 #4©24"OC(ALT HOOKS)N.4 j2 �� u_ . 44111t Apr -- �► ' 1.CONTRACTOR MAY USE PLATE z ....61_, - —/ 8 OC(ALT HOOKS) �' WASHER OPTION A OR B ". \ __ z 1 II 6" 0 ' 2.PLATE WASHER MUST BE HOT DIPPED ���/\�� w 2x"H" � co \/ ' / (3< C) -I / TYP WALL FOOTIN � 1 �� GALVANIZED \� ' •.-- 45,----4 REINF LAP REF PLAN 74.\.. .‘ 3.STANDARD CUT WASHER REQUIRED 4-, "' �~ / - \r\�' \'I 3" f �\/ - w LONG BARS TO /�/�-{ � :; BETWEEN PLATE WASHER&NUT a •,, �... \ w / \j +�► EL' MATCH LONG • "Al" 4.ONLY REQUIRED AT SHEAR WALLS -\\/,( *0.1i� FOOTING BARS, � ; 3"CLR \ 3" NOTE: �``�.� 't1F ` FOUNDATION DRAIN REF / CLR CLR GEOTECH REPORT REF PLAN FOR / ./(.3" DO NOT SLOPE FOOTINGS 1/4"GALVANIZED FOUNDATION DRAIN REF SCHEDULE FOR SIZE&REINF CONTINUOUS REINF(REF UNDER ANY CONDITIONS: CONT REINF(REF PLAN) SIZE&REINF / PL WASHER REF GEOTECH REPORT / '� FOOTING SCHEDULE) 4 _ 124151, PROVIDE STANDARD CUT WASHER BETWEEN PL WASHER&NUT 8 PERIMETER WALL TO FOUNDATION - BRICK VENEER 7B SHEAR WALL PLATE WASHER - OPTION B 4 GARAGE SLAB TO FOUNDATION AT DOORWAY STEPPED FOOTING CALE: 1"= 1'-0" SCALE:3"= 1'-p" SCALE: 1"=1'-0" SCALE: 1"= 1'-0" S5• S 16-1100 SS.� 16-T100S5.1 16-T100 $5.1 16-1100 HOLDOWN REF PLAN& NOTE: HOLDOWN SCHEDULE NOTE: � REFERENCE.DETAIL 8/S5.1 CRIPPLE STUD(S)REF PLAN FOR WELDED WIRE FABRIC /3\ FOR MORE INFORMATION. 2x STUD PLAAN� OPLAN ONE MESH SPACING AT SPLICES-TYP CONCRETE SLAB ON GRADE REF PLANS _ FOR ADDITIONAL INFORMATION )1OPENING REF PLAN CL JOINT OL Q WALL SHEATHING, ji 1/8"x 1 1/2"SAW JOINT. SAW AS SOON AS REF PLAN FOR REINF INFORMATION CUT 0 LA REF PN DBL SIDES SHEAR WALL AT �SIM CONDITION « SHEAR WALL SHEATHING-` �_ CONC WILL SUPPORT WEIGHT OF MACHINE EVERY OTHER WIRE REFPENDICULAR PT SILL PL 0.148x3 NAILS 4"OC(USE 1/4"x 3 / REF PLAN&SHEAR WALL STAGGER SHEAR WALL EDGE WITHOUT MARRING THE SURFACE. FILL JOINT TO JOINT PRIOR TO CONCRETE REF 8/S5.1 1/2"SDS SCREWS©6"OC AT SIM) NAILING BETWEEN DBL STUDS WITH JOINT FILLER. APPLY ACCORDING TO PLACEMENT „�"` BUILDING PAPER BEHIND 11.1.1 SCHEDULE(MAY REQ`D ON MANUFACTURER'S RECOMMENDATIONS 1 '"► JOIST,REF ARCH 1/2"MAXI BOTH SIDES OF WALL) USE THE GREATER OF THE KING \ A STUDS OR THE HOLDOWN POST f T .� J CO \ 1 >r i PT 3x10 RIP TO FIT WALL STUDS FLOOR SHEATHING& / SHEATHING TYP0 t CLRl2n W TOPPING,REF PLAN REF PLAN � ,r, \ROCK REF GEOTECH a6C � 5 HOLDOWN AT SHEAR WALL CONTROL JOINT .111161.41110.0 RECOMMENDATION Q o 1� °C �e� '� I / SCALE: 1"=1'-0" CL CONSTRUCTION _ Tr; ,;- ..,�, . �: M,<,.�,; •. : •,:.:.w. WALL SHEATHING �// $5.� »_ » I_ 16-1100 JO NT w w REF PLAN y CONCRETE SLAB ON GRADE-REF C) Et I_- I/\I PL WASHER PLANS CONCRETE SLAB ON FOR Ce a D y REF 7/S5.1 // HOEDOWN REF PLAN& ADDITIONAL INFO 1/2"DIA.x 36"SMOOTH DOWEL Q 24"OC ix Vit. `I^ 1/2"MAX J " I �/ CRIPPLE STUD(S)REF o r ��4� � FROM WALL HOEDOWN SCHEDULE GREASE OR WRAP ONE END OF EACH >- Z m ' , PLAN&BEAM SCHEDULE REF SLAB FOR REINF INFO /DOWEL O �.I I \� SHEATHING TYP ry I 3x SILL PL 2x STUD REF PLAN z Z N Q I�it -1 I I�`�,'� , .� / —,r /. 1 1/2"CLR cn 8 0 Q f� `- `FOUNDATION , f w w -11 I 18 • C --- / SCHEDULER 0 �_1 H OPENING REF PLAN .......... i W Q p Q j ��/- • ' " / z ANCHOR BOLT f I /ill " Cl) a _j O �j�\ g I-JOIST,REF REF PLAN�`""'� 1 L `r, %--� ►— Q m U \�/`: �� CoPLAN{MAY ��`''` SHEAR WALL SHEAT INC REF l �/ c) �s jY, s�4 a / STAGGER SHEAR WALL EDGE .I, 6" I 6" 1, tt ' �4 RUN AT BOTH PLAN&SHEAR WALL SCHEDULE • NAILING TO HOLDOWN POST // j\ •O, , 1� ma m_• DIRECTION) (MAY REQ D ON BOTH SIDES OF NOTE: ��� WALL) CONTRACTOR MAY USE EITHER CONSTRUCTION JOINT TS 3"CLR , ,3"CLR ',,•>.y,\•//xUSE THE GREATER OF THE KING CONTROL JO CAT OR CONSTRUCTION POST OR THE HOLDOWN POST JOINTS AT LOCATIONS INDICATED ON PERMIT REF PLAN FOR , PLANS. ' FOOTING SIZE&REINr SUBMITTAL (7..'\\ EXTERIOR WALL AT FOUNDATION -AT DOORWAY 7C ANCHOR BOLT PLACEMENT- SINGLE SIDES SHEAR WALLS 5B HOEDOWN AT SHEAR WALL 2 SLAB JOINTS � � 1J SCALE: 1"= l'-0" � � SCALE:3"= 1'-O" SCALE: = 11-0" SCALE: 1"= 1'-0" �.5•/ 16-7100 S5•/ 16-T100 S5.1 16-T100 S5.1 16-T100 O ZCI REV DATE ISSUE TITLE wt e[ 03/20/18 STRUC REVISIONS • W = CONTRACTOR OPTION: REPLACE CAST-IN AB W/EITHER: 'i 5/8"DIA A307 THREADED ROD EPDXY EMBED EDGE OF ROUGH OPENING I I. 6"MIN W/SIMPSON SET-XP EPDXY. OR CORNER OF BUILDING I , • 1 ' PROJECT MANAGER: CN DESIGNER: YS SHEAR WALL-REF SHEAR WALL HOLDOWN POST REF-77 EF I ----4k--- SCHEDULE FOR MORE INFO / / • HOLDOWN SCHEDULE POST REF HOLDOWN SCHEDULE DRAWN BY: FRE-ENG-10 / / SHEAR WALL EDGE NAILING REF SHEAR (2)ROWS 0.148x3"NAILS 6"OC PROJECT NO: 17-7174 EDGE NAILING-REF SHEARfAming ,A SHEATHING WALL SCHEDULE DATE: 1/12/2017 PT SILL PL,ANCHOR BOLT SIZE(OR WALL SCHEDULE STAGGER / Q HOEDOWN REF SIMPSON MASA)&SPACING REF PLAN NAILING / , HOLDOWN SCHEDULE , EDGE OF CONC-� ...,---. ..• „ SCALE: AS SHOWN &SHEAR WALL SCHEDULE(SILL PL IN WALL STUDS- , / uam s ► CONTACT W/CONCRETE TO BE PT) REF PLAN % / '"' 5"MIN-U u WALL PL WASHER REF / "� REINF REF PLAN SHEATHING/'"'---...�� / 7/SS.i ALTERNATE •-ALTERNATE CL Ell SHEAR WALL REF PLANS -=! AS REF PLAN / AS SHOWN / ANCHOR HOEDOWN AND SILL 3x SILL PL / !/ BOLTS AS ANCHORS REF SHEAR �' HOEDOWN REF PLAN&SCHEDULE(USE-Z- ADDITIONAL STUD AS REQ'D z 1/2"MAX /, I, / / SHOWN WALL SCHEDULE ~�- GREATER OF THE(2)HOEDOWNS) -REF NOTE 21 P L EX BUILDING W'.z 11 FROM WALL / `I ��� / �~'" t) a , SHEATHING TYP I I REF PLANEON / / \ BLK'G FOR GYP BOARD z w •• •• •• .� / �,,4 / / a a NOT SHOWN p~� ,/,,,,-/ 'i\,Y) 3"CLR ANCHOR BOLT ter. / 1/2"MAX /�, / 3 / 0 n SHEET TITLE: "- 3"CLR REF PLAN OR SHEAR WALL / / SCHEDULE FROM WALL / REF PLAN FOR , SHEATHING TYP REF PLANS FOUNDATION ' FOOTING SIZE&REINF` j / NOTE: DETAILS .Z S HOLDOWN BOLT TO BE PLACED 5"MIN CS FROM EDGE OF CONCRETE. ADD 1 A-A - ,,� ADDITIONAL 2x STUD AS REQUIRED& M FASTEN TO DBL 2x HOLDOWN POST W/(2) ''''''..."--PROVIDE AN ADDITIONAL FOUNDATION ROWS 0.148"x3"NAILS©6"OC STAGGERED WALL DOWEL ADJACENT TO HOLDOWN SHEET NUMBER: (70- INTERIOR SHEAR WALL AT FOUNDATION 7D ANCHOR BOLT PLACEMENT- DOUBLE SIDED SHEAR WALLS 1-6----. TYPICAL SHEAR WALL & HOEDOWN AT FOUNDATION 3 HOEDOWN AT ADJOINING SHEAR WALL SCALE: 1"=1'-0" SCALE:3"=1'-O" SCALE: 1"=1'-0" CALE: 1"= 1'-0" 55.1 16-1100 S5.1 16-7100 �S5•�� 16-7100 S5•� 16-T100 _ : z 1111111111111111111WINININIVIIIIIIIIIIWIIIIIIII1111111111111 - 14 CONTRACTOR OPTION: ---4----- SHEAR WALL REF CONTRACTOR OPTION: NOTE: REPLACE CAST-IN AB W/EITHER: f -- - - •V - -. , --4,*. • -- - - - - • 0 .• Ilk 41: ._- PLAN&SHEAR WALL REPLACE CAST-IN AB WI EITHER: REF ARCH DETAILS FOR ADDITIONAL 5/8"DIA A307 THREADED ROD EPDXY EMBED v Ake* tt.• sip • SCHEDULE 5/8"DIA A307 THREADED ROD EPDXY EMBED CONSTRUCTION REQUIREMENTS TO 6"MIN W/SIMPSON SET-XP EPDXY. zr--•_.., •v* 6"MIN W/SIMPSON SET-XP EPDXY. MAINTAIN REQ'D FIRE RATING. 5/8"DIA SIMPSON STRONG-BOLT 2 WEDGE ,-5,-Z4 ,.„, - - --- --- 7, *""'; -•• ,.,. , ANCHOR, EMBEDDED 5"MIN. '''' ,-,;,4m.*: !.,, •1, r•-• -_ i,-1---- ' SILL PL REF 8/S5.1 _____It..._ -I.- t- .,% •-st--::- °-- -z*4), 2x6 STUDS @ 16"OC WALL SHEATHING REF PLAN ---... PARTY WALL REF ARCH ('L OF PARTY WALL&FOOTING SLOPED SOIL PER &WALL SCHEDULE— - GEOTECH AIR GAP REF ARCH FROELICH . REQUIREMENTS , PARTY WALL 1 1/2" _ -' . ' REF ARCH EICIGINEERSI WALL SHEATHING TO--------- - ' i CLR /< 2x4 STUDS @ 16"OC /---(1)#4 CONT AT TOP PORTLAND: (503)624-7005 "4 ,„." ,,,‘„ BRACE THE STUDS PT 2x6 SILL PL W/5/8"DIA (ALsLIN SHEATHINGARIF ,. BEND: (541)383-1828 \ 'k / AV A BOLTS @ 48"OC / BPTOLSTILOLRPL5/Ww/D5/IA8"WDEIADANGECBHOOLRT -.....„.........„..... ? DENVER: (720)560-2269 K\ PT SILL PL,ANCHOR BOLT SIZE& I PLAN&WALL SCHEDULE froach-engineers.com / •/'-. '\ JOB# 174174 SPACING REF PLAN&SHEAR WALL AIR GAP E E SCHEDULE(SILL PL IN CONTACT W/ .. ,_ REF ARCH 2x4 STUDS @ 16"0C--......„.. .... , /el. ' ,1, / . FREE DRAINING) cGRANULAR mArL ... CONCRETE TO BE PT) , CONC SLAB-ON-GRADE-REF PLANS ; _/",,,,i4 '\//x 7\\// , 6" 7-41: N GYP REF ARCH-----_,........... *Ii„, FOR ADDITIONAL INFORMATION PT SILL PL,ANCHOR BOLT SIZE&-\\ : .v:./7 *.1 ,* ie. #4 @ 12"OC_1/ . ,/),s •-\ \i' MIN. , 7-7 et 1 . . SPACING REF PLAN&SHEAR WALL SCHEDULIN i W/CONCRETE TO BE PT) /. --.----,,,. ... . Jr • • • HORIZ RE1NF . 4"DIA PERF FOUNDATION (1)#4 CONT AT TOP • v aTh i fe•U 444 . DRAIN SET IN FREE z -*=i i 1=1\ _ isel—H I— 4 VERT REINFYA____ 7-CONT REINF 2 111=111=1 vezt 1 1=a1Fril f I:- . = 4#)PaNkis i DRAINING GRAVEL FILL • -II 1-1 1 ii.--, REF GEOTECH /< (SEE z . Tw ,, 10" IF STEM WALL HEIGHT IS/ ' r:,2 te DOWEL VERT REINF INTO---..NN. • GREATER THAN 2'-6" / SEE PLAN dr N... .,, • , 6 • `k„ 411111,1•• . , FOOTING AS SHOWN MATCH WITH g'.'c , ADD ADDITIONAL#4 • • -NM ON OM Mt —,--,„ .:***.., 3"CLR /9 VERS BARS SPACING(TYP LAP A„,.., HORIZ @ 12"OC , . \ .,. "--REF PLAN v„,-\\v //W/Ws ..2 ....e>e)c/ - />,y-/ yr ... 48 BAR DIA MIN) NNN. iehl;' :/'(\/\`\,/ z-HEEL REINF • -.• /3"CLR #4x11),OWELS @36"OC /msimmo ....a\s. ,- * ' Mk SOIL GRADE- 1110111„,, ›..,„. (ALT HOOKS) , SEE PLAN FOR - \ \ \ I' REF PLAN FOR , /;-,.."-.., , / 3"CLR 1 , 3"CLR FOOTING SIZE&REINF #4x[20WELS©24"OC-" ., IMAM 1041514c1 • thillrir.! - SIZE&REINF —/.- . 0\ . (ALT HOOKS) REF PLAN FOR , • / 8" • /• N\ SIZE&REINF ' CONT REINF(REF PLAN) •- 1 ‘±- .\ ---- •---LONG REINF 17 INTERIOR BEARING WALL AT CRAWL SPACE , V S59 Tar=114r GARAGE PARTY WALLS AT FOUNDATION 11 PARTY WALL AT FOUNDATION 3"CLR ,3"CLR 3"CLR/ ( . , (1}44 CONT SCALE: lw=1,-0" SCALE: 1"= -0" S5.2 16-T100 S5.2 16-T100 Lt Tw ' ,". CONTRACTOR OPTION: REPLACE CAST-IN AB W/EITHER: LiNOTE: 5/8"DIA A307 THREADED ROD EPDXY EMBED 3x PL WASHER NOT REQUIRED CONTRACTOR OPTION: 6"MIN W/SIMPSON SET-XP EPDXY. REPLACE CAST-IN AB W/EITHER: 5/8"DIA SIMPSON STRONG-BOLT 2 WEDGE AT NON SHEAR WALLS-TYP 1/2"DIA A307 THREADED ROD EPDXY EMBED ANCHOR, EMBEDDED 5"MIN. 6"MIN W/SIMPSON SET-XP EPDXY. RETAINING WALL SCHEDULE 1/2"DIA SIMPSON STRONG-BOLT 2 WEDGE SHEAR WALL-REF SHEAR ANCHOR,EMBEDDED 5"MIN. j';\ DIMENSIONS 1 WALL REINF I FOOTING REINF WALL SCHEDULE FOR VT r --1 MORE INFO (5 F.. Hw Hf I Tw Lt Lf I VERT I HEEL LONG PT SILL PL,ANCHOR BOLT SIZE&--\ 2 Z Lu I- 2x STUDS REF PLAN SPACING REF PLAN&SHEAR WALL la NOTE: (.0 4'- O" 12" 6" 9" 2%3" #4 @ 18"OC #4 @ 12" (3)#4 CONT --N74--- (1)#4 CONT AT TOP SCHEDULE(SILL PL IN CONTACT W/ 0 cif 3"SQ WASHER NOT REQUIRED WALL FINISH REF ARCH-- ,,,,..., CONCRETE TO BE PT) 7 c..) (1)#4 CONT AT TOP ..i AT NON SHEAR WALLS-TYP 6'-O" 12" 8" 9" 3'-9" #4©12"QC #4 @ 12" (4)#4 CONT III 1--- ' EDGE NAILING-REF SHEAR- —v*---- CO 8'-0" 12" 8" 11-0" 5'-0" #5© 12"OC #5 @ 12" (6)#4 CONT 2x PT SILL PL W/ 5/8"DIA WALL SCHEDULE STAGGER _ CONC SLAB-ON-GRADE-REF PLANS UJ w AB(7"EMBED)@ 48"QC T.RCOENFCpSLANLABs NAILING '--:-.3 FOR ADDITIONAL INFORMATION 2x STUDS REF PLAN , TON-RGRADE , --41/17 co I o g 1V-0" 15" 8" 2'-0" T-6" #5 @6'00 #5 @6" (8)#4 CONT (SILL PL IN CONTACT W/ I Sta.- \124 CONCRETE TO BE PT) / ADDITIONAL INFORMATION r I 1 i re -REF ARCH FOR SLOPE •' 2x PT SILL PL W/1/2"DIA AB-\ WALL FINISH -.1--r- •-9 & 11 I / v t > (7"EMBED)@ 48*OC(SILL REF ARCH g cf2 v1-4' .....,.. CONCRETEPt.I IN CO TO OT CONTACT PT)W -I i i----1 .11 \ 0 Hifi= t.,,\ W 8 0 co 20 RETAINING WALL AT BASEMENT S59 n -1 t-111-71,/ _Jilt- IT 6" 11 1 - ,( IF STEM WALL H --/ EIGHT I: - - IL-----17- 7ett; --111--;7-- / /1 „I:7111 II ....---..... •,- . I z 2 .10 1 /-SLAB ON GRADE REF i Int -..1111.'- / PLAN-NO SLAB AT SIM w W >- F— z LL. LI- Z ai 8 LU co 0 ° < >- < w 0 SHEAR WALL REF--NNNN_ v• vo" v• 6" 2 GREATER THAN 21-6"ADD rf\--REF PLAN : E O Lu PLAN&SHEAR WALL 7/,' / to ADDITIONAL#4 HoRa @ 12" 41' 1 al 0 • ., /3\ SCHEDULE BUILDING PAPER BEHIND IF STEM WALL HEIGHT IS-7 . iii.m..., i-- 0 °3 ° JOIST,REF ARCH PT 3 x10 SILL PL GREATER THAN 2`-6"ADD r\--REF PLAN #4x IIDOWELS(4)24"OC-/ ( / :-....__4"......„ 3"CLR LE. 6 1= a. IZ! > RI- T. FIT ADDITIONAL#4 HORIZ @ • ... \... 8 (ALT HOOKS) -/ REF PLAN FOR '. ,3"CLR SHEAR WALL EDGE NAILING , FLOOR TOPPING 12"OC \ ' . SIZE 8t REINF , CONT REINF REF SCHEDULE / , CONT REINF REINF REF PLAN REF PLAN j \ 3"4-,LR (REF PLAN) PLAN REF FOR , #4x[DOWELS @ 36"OC-' ( / \ 'POUTING SIZE&REINF PERMIT /-FLOOR SHEATHING (ALT HOOKS) REF PLAN FOR \--CONT REINF(REF PLAN) EXTERIOR - REF PLAN 8" / / SLAB-ON-GRADE -uogo•-• SIZE&REINF SUBMITTAL (NO SLAB AT SIM) •le•t-i, -%%-r ---- s>777 /7., A- :,,K,6T. .... .. .,00- I 10• . 18 BEARING WALL AT GARAGE 15 SHEAR WALLS AT GARAGE 12 INTERIOR BEARING WALL AT FOUNDATION k S5.2 SCALE: 1"= 1.-0" SCALE: 1"=V-0" SCALE0:•1"=11-0"• 16-T100 S5.2 161100 LD HOOWN PER PLAN. PROVIDE S5.2 16-T10= I \ 2" OA \I THREADED ROD&SIMP CNW \ CLR -----4--- / COUPLER TO MATCH HOLDOWN REV DATE ISSUE TITLE V ANCHOR DIAMETER .,s' SHEAR WALL REF PLAN 'CY ,....., A\ 03/20/18 STRUC REVISIONS AND SHEAR WALL #4 @ 12"OC SCHEDULE FOR MORE HORIZ REINF I-JOIST,REF PLAN INFO. -, 11,--' .......‘c_____ PT POST REF PLAN (MAY RUN AT EITHER DIRECTION) I • VERT REINF tt, i SIMPSON ABU POST BASE W/5/8"DIA —4 FLOOR JOIST REF -e....,„ ...-N. SIMPSON STRONG-BOLT 2 WEDGE ....---- -- ANCHOR(5"MIN EMBED)OR CAST-IN PROJECT MANAGER: CN FREE DRAINING PLAN&SIMPSON /3\ ,...... ANCHOR BOLT(7"MIN EMBED) (GRANULAR MAIL ITS HANGER 2 — DESIGNER: YS ) #5©6"OC ---... ... • SHEAR WALL-REF SHEAR WALL — VERT REINF to -- 1111 .... — ,... . ---4---- SCHEDULE FOR MORE INFO (2)43 TIES AT TOP&#3 DRAWN BY: FCE-ENG-10 2x WOOD WALL v- REF PLAN AND ZNI, 11111, TIES @ 12"CC AT REST OF 1 1/2" FLOOR JOIST PER PIAN ), A ' PIER PROJECT NO: 17-T174 ARCH EDGE NAILING\i, EDGE NAILING-REF SHEAR MAY RUN AT BOTH s CLR ---\ PT SILL PL,ANCHOR BOLT SIZE(OR DATE: 1/12/2017 -7-1-,- !' SIMPSON MASA)&SPACING REF PLAN WALL SCHEDULE STAGGER - L— SIDES AND DIRECTIONS ) , 64• &SHEAR WALL SCHEDULE(SILL PL IN NAILING I i 0 0 ) , 12"x12"xHEIGHT AS REQUIRED SCALE: AS SHOWN #6 x LOWELS 6 6"OC CONTACT W/CONCRETE TO BE PT) SLAB ON GRADE REF PLAN a (24 r‘ , (CAST IN PLACE CONCRETE) 8" ) LI- < 4"DIA PERF FND DRAIN 10" '7— ..; P.T.2x SILL PL WITH 5/8"DIA(5* -/-REINF REF PLAN < u- Lu SET IN FREE DRAINING 1" EMBED)A.BOLTS(4)48"OC(MIN.) ZO IX _ _1 GRAVEL FILL • 1.1-LAK SLAB ON GRADE 4 • co EXTERIOR PAVEMENT X, 2 GAP I R E F PLAN I . o_ Ifik i I • 11REF CIVIL L #6©12•cc th•O:11 Ca -->--_--..- E --I I I I - 11- I I 4/-1 ) 21 PLEX BUILDING 0 a- ----11F---.11P-41 --=111=us- ( f!j\ / \‘lb Ai eV I 1• f c_-. Lu 2 —, , -,, 2 .4..4.4..4 • . ,. 0 r4 1-- l-ra t..54 NN,. , I=Ti 1\- - II- ROUGHENED SURFACE 0 Zz \ \.i.... ... 2,..._______________.A 1 ft t u:t CONT REINF REF SCHEDULE-/C /3"CLR REINF REF PLAN (4)#4 x— t.,--, to DOWELS . SHEET TITLE: Z 5 8" .,- FOUNDATION e N v* / REF PLAN FOR ., — (9)#5 LONG REINF ---------------- . "FOOTING SIZE&REINF i . o. • • • • 1.Lii \ . . . DETAILS 3"CLR • . 1.i4‘ ' 3"CLR , 3"CLR / /3"CLR , i( I SEE PLAN FOR i ,' / ) , 2-6" ( • SIZE&REINF. REF PLAN FOR SIZE&REINF / / 8'-0" SHEET NUMBER:--271 \\ TYPICAL RETAINING WALL (VVITH SLAB) 19 INTERIOR SHEAR WALL AT FOUNDATION 16 EXTENDED THREADED ROD AT MAIN LEVEL HOLDOWNS 13'..'s EXTERIOR POST S5.2 W:fi-%1"=1'_0n S5.2 scALE: 10= V-0" 16-T100 S5.2 •Tg-tit 1"="" S5.2 SCALE: 1"= 11-0" 16-T100 S5 2 z • 3 x10 RIP TO FIT PT ` SILL PL j ' =f STUD WALLS ABOVE FLOOR TOPPING - - 1� • BUILDING PAPER BEHIND O , ' • '✓ • PER PLAN&DETAILS I- CI REF PLAN '17,9"1:::::::11 L co JOIST, REF ARCW � ." ":� a P FLOOR SHEATHING ;I0 REF PLAN �.� EXTERIOR F I"'" O E L I C H NOTE: f �`� • CONNECTION SIMILAR AT ! �y'+' .. P'' 7- 1 1/2" SLAB-ON-GRADE FTG/FTG INTERSECTION '' ''''''"✓ • REF 8/S5.1 FOR '%=- 'r`~:j .r T`�! CLR {NO SLAB AT SIM} ENGINEERS ; ADDITIONAL INFO --//--�- I y z ` }� 1 PORTLAND: (503)624-7005 A I '1 / BEND: (541)383-1828 3 -\ r DENVER: (720)560-2269 I PT 6x6 HF POST '4. 2" _ ftoelich-engineers.com -,-,. CLR / JOB# 17-T174 EXT GRADE �, ' ! • FLOOR JOISTS REF PLAN W/SIMPSON HANGER BY _L.},, SIMPSON G666 JOIST MANUF #4 @ 12"OC 113 NING) 2x WOOD WALL REF PLAN QHORIZ REINF GRANULARFREE IMATL • -_ = AND ARCH-NO WALL AT SIM ___�:p VERT REINF1UJI REINF REF PLAN F---- � �21 ' DOWEL VERT REINF INTO FOOTING AS SHOWN MATCH ' WITH VERTS BARS SPACING Tw 4"DIA PERF FOUNDATION �� 1 i i (TYP LAP 48 BAR DIA MIN) / '` 14412 �.�/\, THICKENED SLAB FTG I i DRAIN SET IN FREE / v AND REINF, REF PLAN i1 i • DRAINING GRAVEL FILL ,),„\,„>,4".„,,„ II , ,, REF GEOTECH ,1Mj '0- 2'-O"x2'-0"HOOKED#4 I�-- I5/8" ( " \r\\` •/ +4. P.T.2x SILL PL WITH DIA 5 " /f , _ s • 1 .'. \;\ HEEL REINF ' r< �• \ �� ! • •• _ ! - ,o 0 /-1--41-1,11:: • NOTE: - MINIMUM DIMENSION OF DOUBLE TOP PL - - •. • •„,.• _ - : 4 4.,,,,- -----:, SHEATHING SHALL BE 24". 6*. - Ito-SI:, - - __.,___ .7 2x STUD WALL(IF OCCURS) 2x SOLE PL W/0.148x3"@ 6" . --*-W- - -1:1---5-7-s--- -."---, .iv. v.. * • ------ .-,- UNO&SIMPSON LTP4 AS --t 4.,4,-*' •,4,.. -':'" - '''-•root.:-• •09,41,' REQ'D TO RIM JOIST(REF i-- --IT"--71 - - • --- iikac,..__ ,,..,'',,, SHEAR WALL SCHEDULE) . .1 U 11 H i . - - i - - •1,--#.0., - - - - r WALL SHEATHING 2x STUD WALL 1 _ NOTE: I FROELICH REF ARCH 0.148 x 3"NAILS @ 4" 0.148 x 3"NAILS @4"OC TO BLKG TYPICAL HEADER BEARING CONDITION PANEL JOINTS TO BE CENTERED H I 14 H • .\\N---EDGE NAILING OC TO BLKG(AT SIM) W/(1)CRIPPLE MAX&(1)KING STUD ON STUD(OR 3x STUD-REF ,*‘ ENGINEE5iS 1 FLOOR SHEATHING FLOOR TOPPING REF PLAN NEED NOT COMPLY WITH THIS DETAIL. SHEAR WALL SCHEDULE) I 11 11 . PORTLAND: (503)624-7005 AN 7-FLOOR TOPPING WALL SHEATHING REF PLAN-.\NN . 2x BLOCKING AT PANEL BEND: (541)383-1828 REF PL REF PLAN &SHEAR WALL SCHEDULE _V__ 11 11 11 11 • EDGES REF SHEAR DENVER: (720)560-2269 FLOOR SHEATHING REF PLAN -POST OR DBL STUD ABOVE "Iv--7-.-R-- - .---1--14-• . • . . - '- I ---.I I'l I 11 1•1 I-JOIST BLOCKING Aill,..._ -- • Ii 11 1 11 11 EDGE NAILING ...------- 1 3/4"RIM JOIST W/0.148x3" I - r :-I Li LI 1 . SHEAR PANEL REF ar-• ....,. @.48" OC(AT SIM) TOENAILS @ 8"OC&SIMPSON"-\\,„ „ y ..,,,--VERTICAL GRAINED 11 11 11 I SHEAR WALL SCHEDULE LTP4 AS REQ'D TO DBL TOP PL ' - tiCTU 7 .. (REF SHEAR WALL SCHEDULE) U • I-JOIST BLOCKING @ 48" OC BSLOOLCIDKFTIEOLFDACCUTE OF #....,, 'N-I-JOIST REF ----- . . / 0WFALLpo(sMTAATBC0HvWE ILDTH II 11 N I !I • .2x STUD WALL REF PLAN 011r, 14 H W 1.1 t• ., finizt4 ,.. A\ , PLAN(AT SIM) .14 . A\ , r 11 11 N II II CONT I JOIST BLKG(USE N-I-JOISTS-REF PLAN -----1.,...._ CONTINUOUS 1 3/4* . 1 3/4"LVL BLICG AT 2ND .1 -\•••,,N._ 1 I-JOIST REF PLAN LVL RIM JOIST .111 14 11 I I 14 11 FIELD NAILING 44,- GINN cro C----/:TAIR AT SIM CONDITION Pa I 11 ay ISM t_ FLOOR FRAMING) (2)-0.148 x 3"NAILS 1 1/2"FROM :l.0 0 R JOIST BEYOND * HOLDOWN&HOLDOWN 4t• - 1**" WEB STIFFENER JOIST BLKG END TO TOP PL I I I.1 I I I 1.I ..4,...- - WHERE REQ'D 1 EDGE NAILING t 111 11 11 H 11 11 • POST REF SHEAR WALL ' 4/11.41V11.*" CONT DBL TOP PL-REF DETAIL POST OR DBL STUD BELOW •7-SCHEDULE 3/S6.1 FOR SPLICE CONN 11.0:‘,,, , •nzytvw e (MATCH SIZE UNO)ALIGNED P LI il I 1.1 II , w. JOISTS BEAR ON&SPLICE 0.148 x 3"TOE NAILS 1 1/2" OVER WALL TYP W/POST ABOVE I pi I I 1 I k *, 24"MIN SHEATHING ' WIDTH-TYPICAL •,000* '''' 4- 'V _ _ FROM JOIST END TO TOP 2x STUD WALL IL 'N.., -k ....]L. ?1_ „ill -_:.: ,...0.0 . , f • • 1 • • • • r.t. • ...,_ - .weilitro . _ WALL FINISH REF ARCH CONT DBL TOP PL TYP 16"MIN-TYP / WPM: SILL PL (ANCHORAGE 2x STUD WALL REF SHEAR WALL SCHEDULE/NOTES) i 0'..''' FLOOR JOIST TO BEARING WALL 7 FLOOR JOIST TO WALL 4 CONTINUOUS POST LOAD PATH 1 SHEAR WALL ELEVATION S6.9 SCALE: = "" S6.1 Tgfig;i". v-O" S6.1 SCALE: 1"=I-0" 16-1100 ,.. i 5, S6.1 M3/8"- 14) FILLER STUDS NOTE: NOTE: AS REQ'D REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" DOUBLE TOP PL MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. • A\ Z A\ AIR GAP,REF ARCH ..,.---., ...-,•-• A 1 411YOSIMINNIN, italM122.02.- 5 SHEAR WALL SHEATHING HEADER ', 1---:>,..-'''', AS REQ'D REF PLAN --1/4------ I POST OR DOUBLE STUDS AT EACH END OF I...zoom* riorm WALL ABOVE BEAMOPENING WIDTH EA SIDE SOLE PL W/0.148x3"@ 6"OC UNO GYP REF ARCH SHEAR WALL, REF PLANS&HOLDOWN -- , /- ....‘' ''*-(10)0.148x3"NAILS CO REF PLAN FOR SIZE ON SHEAR WALL SCHEDULE TO SCHEDULE TO HEADER-TYP RIM FLOOR SHEATHING I /SOLE PL ••••=vanor , W i-- SIMPSON A35 CLIP AT LTP4 CLIP n 0 0 t.,, CO SPACING IN PLACE OF LTP4 CLIPS FLOOR TOPPING REF PLAN W FLOOR SHEATHING ez-FLOOR TOPPING REF PLAN REF SHEAR WALL SCHEDULE(48" ,, • 5 RUN IN EITHER DIRECTION) lb...e.-..• KING ///CRIPPLE .---2x SILL PL(USE W REF PLAN OC MAX UNO) 5 SIMPSON HOLDOWN 2-2x6 WHEN 0 Q STRAP, REF PLANS& STUDS STUDS MECHANICAL UNIT 0 -2. 2-'V-5,,.';,-,'1,',--4'-_, ,-V.;„- `'„-,.--„; 7„: ,;, ;„'7/-;' '„, ,,, ,,, J„ HOLDOWN SCHEDULE 5Itx(1)14 OCCURS UNDER is;,---„--'-';;;-t,',I'-;„;-37 s;''„--• •2,''-'7•' --75--''4/.,:"4;,',' *•=-Zs'7,-- '';74= , , FT- \_,..1( • ____ .c. st2 5 ..--- (2)0.148x3"FACE-------- ----- NAILS @ 16"OC- ......-7- 71._., THE WINDOVV) MECHANICAL UNIT -------------OPENING AS fyo c3 imi••• o Ce I= 0 n WEB STIFFENER-\\\,, WHERE REQ'D ti. < C.) TYP AT BUILT UP STUDS AT OPENING 1.....o.... ....''' ''''.713 OCCURS W >- rc Z ILZ 8 w oz) w co i I 2x SILL I i NN.,_ -, t".. L 2x KING AND 2x z CRIPPLE TO 0 - Z\ (t in 8 u_ 01:41 .,N.NN1 3/4 LVL RIM JOIST SUPPORT 2x 0 w 0 § d WEB STIFFENER '44‘‘N'N--I-JOISTS,REF PLAN I-JOISTS, REF PLAN-771 13/4"LVL RIM BOARD A\ _..1 2 1 < 0 1 -, -, SILL PL W tug C:I Ili ›- .9 > , 0 D '---..., D I- ! DBL TOP PL REF 3/S6.1 (TYP) 2x SUDS > 65 ci . ce 0 (IF REQUIRED)BY 1 , . ce JOIST IVIANUF SIMPSON TOP FLANGE (2)0.148 x 3"TOE NAILS 1 1/2" OP- HANGER BY JOIST FROM JOIST END TO TOP PL's -----------'-------WALL SHEATHING REF SHEAR co i POST OR DOUBLE STUDS BELOW SILL PL-\ I sie.s .• ors.- 1 MANUFACTURER WALL SCHEDULE FOR INFO POST OR DOUBLE STUDS ABOVE, EDGE NAILING ' 't ;\---1REF PLANS&HOLDOWN SCHEDULE t , - 0\1_ NOTE: 2x STUD WALL AT SIMILAR, BEAM IS DEEPER I I PERMIT THAN FLOOR JOISTS. 2 TYP HDR CONSTRUCTION - REF DETAIL 31/S6,3 FOR HDR WIDTH >6*-17 SUBMITTAL 11 FLOOR JOISTS TO BEAM 8 FLOOR JOIST TO PARTY WALL 5 HOLDOWN STRAP - UPPER WALL TO LOWER WALL S6.1 SCALE: 1"="" 56.1 Teikki%1.= 1.-0. s6.1 SCALE: - - 1.4. , S6.1 SCALE: 1"=1,-0" 16-1100 REV DATE ISSUE TITLE NOTE: NOTE: A 03/20/18 STRUC REVISIONS REF ARCH DETAILS FOR ADDITIONAL WALL SHEATHING MIGHT BE ON CONSTRUCTION REQUIREMENTS TO THE OTHER SIDE OF THE WALL MAINTAIN REQ'D FIRE RATING. AT SIM CONDITION. • SOLE PL W/0.148x3"@ 6"OC UNO 2x SOLE PL W/0.148x3"@ 6" 41-0"MINIMUM 2x SOLE PL W/0.148x3"@ 6"OC ON SHEAR WALL SCHEDULE TO OC UNO&SIMPSON LTP4 AS CORRIDOR UNIT _ RIM REQ'D TO RIM JOIST(REF f WI(16)-0.148x3"NAILS AS SHOWN(EQ SPACED) WALL SHEATHING simPsoN A35 CUP AT LTP4 CLIP 2x STUD WALL-N. SHEAR WALL SCHEDULE) L L. PROJECT MANAGER: CN REF PLAN I i I SPACING IN PLACE OF LTP4 CLIPS 1 REF SHEAR WALL SCHEDULE(48" ____,/,___._ FLOOR EDGE NAILING -----0---- I , k,.. 1 DESIGNER: YS FLOOR TOPPING REF PLAN FLOOR TOPPING REF PLAN .- .....,--' --,........CONT DBL OC MAX UNO) SHEATHING EDGE DRAWN BY: FCE-ENG-10 SIMPSON A35 CLIP AT LTP4 CLIP WALL SHEATHING REF PLAN&-- TOP PL NAILING //iFLOOR SHEATHING REF PLAN SPACING IN PLACE OF LTP4 CLIPS SHEAR WALL SCHEDULE PROJECT NO: 17-T174 FLOOR TOPPING, [FLOOR SHEATHING REF PLAN REF PLAN /-FLOOR SHEATHING, REF SHEAR WALL SCHEDULE(48" . REF PLAN OC MAX UNO) DATE: 1/12/2017 t • I-JOIST REF PLAN .. , . . ' ' - - ' - - - - - '" - - - AT SIM CONDITION, 3\ N--2x STUDS SCALE: AS SHOWN JOIST, -• 1,: ,.;--,:, '- ` ":,: '-- •-"ntrIL;Illk;NIININ . L T• ..\ '..s, '' ' --I\r-- -4- -REF PLAN PLAN 7 I ):-;1 - 1 JOIST MAY RUN OTHER -.,,,,,-- - ..--- ---"------- DIRECTION.USE 1 3/4x11 7/8" 1 3/4"LVL RIM JOIST W/0.148x3" . _ WEB STIFFENER .• c.'" LVL RIM INSTEAD OF LVL BLKG TOENAILS @ 8"OC&SIMPSON 1 ! 1.--.....i .. DBL TOP PL SPLICE - NAILED ..•---.-----------------B Y JOIST MANUF LTP4 AS REQ'D TO DBL TOP PL 1:,.1,\\....AS REQUIRED / . . (REF SHEAR WALL SCHEDULE) FLOOR JOIST, REF PLANI/ , .., - • A\ 21 PLEX BUILDING ,A &SIMPSON HU HANGER _..........._ --.....-- -.0,....._ -$-JOIST 1 3/4"x11 7/8"LVL BLKG W/0.148x3", -. \\-1-JOIST REF PLAN TOP PLATE SPLICE 0.148x3"NAILS @ 6" TOE-NAILS @ 8"OC&SIMPSON 1'-4"MIN REF PLAN -...41111."- \\_. / OC STAGGERED LTP4 AS REQ'D TO DBL TOP PL STAIR AT SIM WEB STIFFENER BY JOIST MANUF I" ? LESS THAN 4'-0" ...e'"*".---'- (TYP) 1 3/4 x 11 7/8"LVL CONT RIM W/ I-JOIST BLK'G @48" (REF SHEAR WALL SCHEDULE) (2)-0.148 x 3"NAILS 1 1/2" CONDITION 0.148x3"TOE-NAILS @8"OC& OC W/0.148 x 3" FROM JOIST END TO TOP PL (2)-0.148 x 3"NAILS 1 1/2" f•-. ... • . • . • . ' -/ - . • i ... •.f.... ...A, L SHEET TITLE: i SIMPSON LTP4 AS REQD TO DBL TOP NAILS @ 4"OC TO FROM JOIST END TO TOP PL PL(REF SHEAR WALL SCHEDULE) BLICG WALL SHEATHING CONT DBL TOP PL,REF DETAIL CONT DBL TOP PL-REF DETAIL -- REF PLAN _3/S6.1 FOR SPLICE CONN ,,,,,....,,_EDGE NAILING ' ---SIMPSON MSTA36 CONT DBL TOP PL, REF DETAIL 2x STUD WALL STRAP CENTERED 3/S6.1 FOR SPLICE CONN WALL SHEATHING, ---/kr- 2x STUD WALL ON ALL DBL TOP PL REF PLAN NOTE: SPLICES(TOP& 2x STUD WALL AT SIMILAR,WALL DOES NOT BOTTOM PLATES) REF PLAN -+--- OCCUR ABOVE FLOOR. -4- t- .... 2x STUDS - SHEET NUMBER: 12 CORRIDOR JOIST TO SHEAR WALL 9 FLOOR JOISTS AT WALL AT SHEAR WALLS 6 FLOOR JOIST TO WALL 3 DOUBLE TOP PLATE SPLICE - STRAP . _ SCALE: 1"=1'-0* S6.1 SCALE: 1"IT:00 I'-O" S6.1 SCALE: - -1.4r S6.1 16-T100 S6.1 SCALE: 1' 1-'3" S6 a I prsiergrumrup_p_ 4_ WALL SHEATHING--\\ _ .._.._•44 NOTE - NOTE: 0.131 x 2 1/2°@ 6"OC SEE DTL 6/S6.1 OR 7/S6.1 NOTE: SEE ARCH DETAILS FOR ADDITIONAL SEE DETAILS 6/S6.1 &7/S6.1 FOR FOR REMAINING INFO 2x10 BLKG BETWEEN CONSTRUCTION REQUIREMENTS TO WALL SHEATHING, TYPICAL JOIST CONNECTIONS. 2x SOLE PL W/0.148x3"@6"OC UNO TRUSSES W/0.148x3"@ 6" MAINTAIN REQUIRED FIRE RATING REF PLAN&SHEAR --Af-- &SIMPSON LTP4 @ 48"OC MIN TO OC TO BLKG&(2)0.148x3" // 2x6 CONT BLKG :7- 11._,._- -.14.. ._ WALL SCHEDULE BEAM UNO ON SHEAR WALL SCHED . TO EA STUD 0,„..g• UNIT CORRIDOR FROELICH .., - FLOOR TOPPING, 2x STUD WALL-x__ FLOOR TOPPING,REF PLAN 4000' m,„,„000°1 WALL FINISH, ENGINEERS ; REF PLAN FLOOR SHEATHING,REF PLAN REF ARCH ‘" PORTLAND: (503)624-7005 FLOOR SHEATHING, A BEND: (541)383-1828 ROOF TRUSSES, SHEATH1NG,-\ I-JOIST BLKG W/ DENVER: (720)560-2269 2x DECKING OR DECK STEP,REF /-1-JOIST BLOCKING @ 48"OC REF PLAN (3)0.148 x 3" froelich-engineers.com SHEATHING,REF PLAI4 ARCH \ c.....it I REF PLAN&SHEAR WALL SCHEDULE 0.148 x 3"NAILS @ 4"OC ROOF SHEATHING FLOOR SHEATHING, REF PLAN NAILS @ 48"OC ...-.* '•---2x STUD WALL JOB# 17-T174 PER PLAN W/0.131 x 2 1/2*NAILS @ 6"OC SIMPSON HANGER FLOOR TOPPING, FLOOR SHEATHING, REF PLAN FLOOR TOPPING, 1/ .1 REF PLAN REF PLAN 1 --,. )--=:- •7: ' .''''' 'i•'4.'' '•'" - .^- '' •.:•• N.:1.r.:N. .. :, .:.:.:,?:•vj I //4' 1- 1 - 1 '' , -1 EDGES&12"OC FIELD BY TRUSS MANUF I\ BEAM, REF PLAN .-I-JOIST 0.131 x 2 1/2"@ 6"QC TO BLKG 00 004 • r s „,'-`,,;'t,'''':,,s'`t:', S';',-'";;;1.-•-, -„ - ( 7 ' . _ .ts aTtitto4 .. -.J..... ,----"'-REF PLAN , - , 4 S, - .4 - i 1 I V : i V 1 co, ,rtit_ DECK JOIST OR \-: Irik•,,,,:› '"10-13 Pa° BEAM,REF PLAN N\--1-JOIST,REF PLAN / „wool , ,,..„.._ 1 * II --"--JOIST RUNS AT OTHER DIRECTION AT SIM A ' __. 4,,b eitt44-% A\ SIDING,REF ARCH CONT DBL TOP PL, _...,....._ . / ;.,,, I..-.i I rxi 7. I FLOOR JOIST,REF PLAN 44 - 154n 1st - i REF DETAIL 3/S6.1 1 3/4"LVL CONT RIM W/ &SIMPSON HU HANGER 1 3/4"LVL RIM JOIST FOR SPLICE CONN 0.148x3"TOE-NAILS @ 8"OC 1"7"--•-..4 (2)-0.148 x 3"NAILS 1 1/2"FROM X R \\_I_JOIST, & &SIMPSON LTP4 @ 48"OC CONT DBL TOP PL TYP JOIST END TO TOP PL / \ 1 \\_REF PLAN 1 3/4"x 11 7/8 LVL CONT RIM ,0%, 0" , ••..e. , 111-* .. 2x STUD WALL MIN TO DBL TOP PL UNO ON 2x SOLID BLKG '.._ JOIST W/0.148x3" -........______________ - -4-- SHEAR WALL SCHEDULE CONT DBL TOP PL TYP POST&BEAM AT-' i41 SIMPSON H1 AT EACH TRUSS 2x STUD WALL , . -. DBL TOP PL TOE-NAILS @ 8"OC(2-1 NOTE ....,„...„......_ ALL DECK HANGERS,NAILS, 2x STUD WALL SIM CONDITION 3/4x11 7/8 LVL BEAM AT SIM SCREWS,CLIPS&FASTENERS ARE WALL SHEATHING, __N._ CONDITION) v. , Ith ' 1115113j TO BE HOT DIPPED GALVANIZED. DBL TOP PL REF PLAN _I _it__1.._ 22 DECK JOIST AT WALL 19..' CANTILEVER W/ FLOOR JOIST PARALLEL TO WALL ,,,,,,,,ov 16LOWER ROOF TO WALL 13 CORRIDOR JOIST TO BEARING WALL S6.2 SCALE: S6.2 SCALE:1"= V-0" SCALE: 1"=V-0" S6.2 Tka,1"=v-O" 16-T100 16-T100 DECK RAILINGS&GUARDRAIL ____‘L____ POST CONNECTIONS BY OTHERS ,....,...jS6.2 . _ • ----e,- ---------1----DBL JOIST AT EACH NAIL FLOOR SHEATHING TO GUARDRAIL POST /3\ BEAM OR JOIST W/0.148 x 3U NOTE: NAIL FLOOR SHEATHING TO • _lc__ WALL SHEATHING,REF PLAN NAILS @ 6"OC UNO ON PLANS SEE DETAIL 6/S6.1 FOR TYPICAL BEAM OR JOIST W/0.148 x 3" /3\ &SHEAR WALL SCHEDULE STRAP REF PLAN-CENTERED. JOIST CONNECTIONS. NAILS @ 6"OC UNO ON PLANS PLAN VIEW A-A .._/v_____ 2x DECKING OR DECK USE 0.148x3"NAILS EVERY OTHER HOLES AT RIM OR LVL BLKG FLOOR TOPPING, SHEATHING, REF REF PLAN REF PLAN FLOOR TOPPING, I'- I REF PLAN DECK RAILINGS& FLOOR TOPPING PER PLAN FLOOR TOPPING, GUARDRAIL POST REF PIAN < REF PLAN BEAM OR JOIST, F. A CONNECTIONS BY FLOOR SHEATHING, RIM BEAM REF PLAN FLOOR SHEATHING, / / REF PLAN W 1-- , OTHERS REF PLAN REF PLAN (/)STEP PER . ,• • ne,...,,affeza wedmr WM/41r//4114 57 ' ' 'I''‘ t' .,'it 1 ,, 14.4,,, ', ARcH W 111 r7z•v5zi 0.-._ ....._ ,,.... xf ' 1, SIMPSON STRAP, 0 ro••••••••lipv-7, , . - 1 \ A 4-, REF PLAN TO BEAM *--,. IC/i r4 I- iwg-Itu A * °. •. . I I e).( 1 3/4"INL RIM JOIST • . -,. : /-1-mar, . \--BEAM OR DRAG -7:•". &DBL TOP PL g 16-1 r 1.• ° •• ' 1 I OR LVL BLKG' IIIIIIIII ft 8 0 F) ,,ir REF PLAN STRUT, REF PLAN 1 i 1 W i 1 i ' N Xi ' 17- IIIII , 1.1.1 >- Z 8 ,e 11-- Z 15- 2 -.um-- \-PT BEAM,REF PLAN f DBL TOP PL,REF---" r IMO A # DBL TOP PL,SPLRICEEF / REF PLAN / z CO < DETAIL 3/S6.1 FORrio0 co 0 0 PT DECK DECK JOIST,REF PLAN 2x PT LEDGER W/(2) SPLICE...„.. '',..,,N.N .__I-JOIST,REF PLAN WITH DETAIL 3/S6.1 FOR Lim u. (.9 1 1 1 0 w 0 d SIMPSON SDS 1/4x3 SIMPSON LUS HANGERS 1.1.J w 0 >" Q I>1 _ SIMPSON LUS28 1/2"SCREWS @ 16"QC 2x STUD WALL CONT DBL TOP PL, d A HANGER,TYP INTO RIM JOIST @ 16 NOC \ POST, 'N'NNNN....REF DETAIL 3/S6.1 2x STUD WALL CONT DBL TOP PL,REF DETAIL LAN FOR SPLICE CONN 1 3/4 LVL RIM JOIST REF P POST, NOTE: .,_ J __J __ 3/S6.1 FOR SPLICE CONN 2x STUD WALL REF PLAN ALL DECK HANGERS,NAILS, ---- 2x STUD WALL - i SCREWS,CLIPS&FASTENERS ARE TO BE HOT DIPPED GALVANIZED. PERMIT NOTE: SUBMITTAL SEE DETAILS 6/S6.1 &7/S6.1 FOR 23 DECK JOIST TO WALL TYPICAL JOIST • CONNECTIONS. 20 BEAM DRAG STRUT TO WALL 17 FLOOR FRAMING DETAIL AT BEAM 14.- BEAM DRAG STRUT TO WALL S6.2 SCALE: 1"=V-0" • 16-T100 • S6.2 SCALE:1"= V-0" 16-T100 S6.2 SCALE: 1"= V-0" 16-T100 S6.2 SCALE: 1"=V-0" 16-T100 REV DATE ISSUE TITLE A\ 03/20/18 S1RUC REVISIONS -÷-- --0------ WALL SHEATHING, REF PLAN --VN----- BEAM PER PLAN 2x BLKG 2x BLKG W/0.148x3"@ 6"OC PROJECT MANAGER: ON BETWEEN STUDS DESIGNER: YS ROOF SHEATHING, REF PLAN 2x FLAT DECKING DRAWN BY: FCE-ENG-10 . 2x4 BLKG BETWEEN ----_____,..r N, •\ STUDS AT HANGERS 1 N. X SIMPSON H1 AT PROJECT NO: 17-T174 • I FLOOR TOPPING, X - EACH TRUSS I >•<• II >.< V>•<"I DATE: 1/12/2017 .7/-- UNIT-7-1* UNIT-" • REF PLAN \ . SCALE: AS SHOWN FLOOR SHEATHING, o " . -BEAM REF PLAN WITH REF PLAN ' •2x BLKG • N,, • o • SIMPSON HUCQ 3 1/2 x 11 7/8 GL -1.(\ N. o o .'I..• HANGERS 1C- 22 : -; ' ' - X i. [il • / \/ / / • Jr _.,....... _..00.,_ 1 x L A\ \--BEAM,REF PLAN 21 PLEX BUILDING PT 6x6 POST&WITH • COLUMN REF PLAN ---0\f-3\. SIMPSON AC POST CAP, • SIMPSON BC POST CAP WITH SIMF'SON ECCQ • CORRIDOR WALL,://1/ y -N'''.'"-''"''''' ''.'"----SIMPSON HUCQ410 • - REF PLAN • FROM BEAM TO POST REF PLAN (UNO) SHEET TITLE: COLUMN CAP HANGER, REF PLAN /- CORRIDOR ROOF BEAM AT . FRAMING DETAILS SIMPSON STRAP, POST,REF PLAN I-JOIST,REF PLAN SIM CONDITION ____4_____ REF PLAN AS (JOISTS RUN OTHER • OCCURRED DIRECTION AT SIM • • DI AM VIEW CONDITION) TRUSS AND HANGER NOTE:ALL DECK HANGERS,NAILS, SCREWS,CLIPS&FASTENERS ARE BEAM, REF PLAN BY TRUSS MANUF TO BE HOT DIPPED GALVANIZED. • A RSHEET NUMBER: 24 BEAM TO DEEP GL BEAM 21 BEAM CONNECTION AT CORIDORS 18 FLOOR FRAMING SECTION AT LOWER ROOF 15 DECK- UPPER POST TO LOWER POST- CORNER • 'stAtL'ir= -ct"- SCALE: 1"= 1.-0 S6.2 • SCALE: 1"=11-0" 16-T100 • S6.2 SCALE: 1"=1'-0" S6.2 16-T100 • S6.2 16-T100 16-T100 • S 6 2 • fl I% - a - - .."•••4, f.t.1_, _ SIMPSON A35 AND NOTE: Ai,1- --,, • •,1,-`, _,!,_--- ---, WALL SHEATHING MIGHT BE ON THE t• •-, ' - • ,---- -f---:._ A ,,,,,......„„,-CONT DBL TOP PL OTHER SIDE OF THE WALL AT SIM -•-•.:* :it.f-, • -,--,..„-, -1..‘: • ------..'---- - CONDITION. 2x SOLE PL WI . '•1•417 • 1 L i . 0.148x3"@ 6"OC - •:,v4U, - -A--, '''' • ,-,„--• SIMPSON A35 CLIP AT LTP4 CLIP FILLER STUDS AS REQ'D SPACING IN PLACE OF LTP4 CUPS _1 . REF SHEAR WALL SCHEDULE(48" 5FROELICH - UPPER HDR REF PLAN - - -----0--- QC MAX UNO) ENGINEERS _ 6x6 HF#2 LOWER - -"---(4)0.148x3"NAILS TO- WALLPERPLAN EDGE (503)624-7005 HDR IF OCCURS - •.. 2x PAN IN ARCH - HEADER-TYP EA SIDESHENAATIHLIINNGG-\ - --"/"---- DEBENNV:R: :(54(712)03)853-6018222869 - froelich-englneers.com DRAWINGS ,_. . A • 7 FLOOR TOPPING PER PLAN FLOOR TOPPING JOB# 174174 REF PLAN \ PER SPSON A35 AND FLOOR SHEATHING IM ----" - A- 2x KING AND(2)2x PLAN - PLAN SIMPSON HUC HANGER // CRIPPLE TO ...41 BETWEEN LOWER HDR _ 4 I 1 i SUPPORT HDR WALL SHEATHING FLOOR SHEATHING PER I-JOIST AND CRIPPLE (y.' , PER PLAN REF PLAN _ .......6?) WINDOW TRIMS-NOT _ 2x KING AND 2x CRIPPLE BEARING -TO SUPPORT 2x SILL PL * ,..41030Artin,4, _ -,-,. //1 NAILS16"OC-TYP , '1.-------'.*---------CORRIDOR JOIST, 4 par AT BUILT UP STUDS 2xo,--K @ • . 2x STUDS @ 16"OC FLOOR JOT-1--I REF PLAN L.. _ AT 7 PILL - •OPENING ' '.• PER PLAN& tiO 0 'IN 6 SIMPSONHU . WEB STIFF BY JOIST MANUF AS REQ'D- .. 'i HANGER A\ SIMPSON TOP FLANGE 44.17%' tel$412 4r‘Pi All _V '.......\,,,,...,_ \I:PFLEOROpR JOIST 1 3/4"LVL CONT RIM W/0.148x3" HANGER,REF JOIST , TOE-NAILS @ 8"OC&SIMPSON LTP4 AS SCHEDULE 2x SILL PL(USE 2-2x6 WHEN *,- 2x SILL BEAM PER PLAN RECTD TO DBL TOP PL(SEE SHEAR WALL 1 MECHANICAL UNIT OCCURS ....‘ * le . V)" UNDER THE WINDOW) . 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FROM CENTER LINE OF WALL. AIR GAP,REF ARCH - PROJECT MANAGER: CN ..077..--CONT DBL TOP PL DESIGNER: YS A\ A - -SHEAR WALL SHEATHING AS REQREQ'D.1.1._ ---------- REF PLAN(NO SHTG AT SIM) • J DRAWN BY: FCE-ENG-10 SOLE PL WI 0.148"x3"@ 6"OC UNO GYP REF ARCH \ --, PROJECT NO: 17-T174 f \ r ON SHEAR WALL SCHEDULE TO RIM /-FLOOR SHEATHING i 1. DATE: 1/12/2017 c.) SIMPSON A35 CLIP AT LTP4 CLIP ce 1: ‘ : < SCALE: AS SHOWN 1 \--SIMPSON A35 SPACING IN PLACE OF LTP4 CLIPS /10/ FLOOR TOPPING REF PLAN LL. • , 5 REF SHEAR WALL SCHEDULE(48" w OC MAX UNO) ct . .). (2)2x6 KINGS SIMPSON TOP FLANGE S •.•••-,..., HANGER BY JOIST t . -. <-- MANUFACTURER S . -•_ '-SIMPSON CS16x AS SHOWN 21 PLEX BUILDING , I. STRAP FROM(2)2x6 \\-CORRIDOR JOIST, _/1 1 t 1 REF PLAN GARAGE DOOR..... .4 CRIPPLES TO DBL TOP PL 1 1 'Ti) HEADER,REF PLAN . I-JOISTS, REF PLAN-JOISTS-' !>.......__ ---..--- ;-• SHEET TITLE: _.........._ SIMPSON TOP FLANGE .1' A MAY RUN EITHER DIRECTION (2)2x6 CRIPPLES HANGER,REF JOIST S .' '' FRAMING DETAILS 3 1/2x11 7/8"LVL RIM BEAM W/ SCHEDULE . 0.148"x3"TOE-NAILS @ 8"OC& SIMPSON LTP4 AS REQ'D TO DBL TOP PL REF SH AR WA LS HE.UL ) __...-----.- WALL HEATHING._ __ CONT DBL TOP PL,REF DETAIL REF PLAN - -Ar--- 3/S6.1A FOR SPLICE CONN 2x STUD WALL SHEET NUMBER: 30 PARTY WALL TO TYPICAL WALL CONNECTION 27 GARAGE DOOR HEADER CONNECTION - S S6.3) SCALE: 1"= V-0" SCALE: 1"= -0" 16-T100 S6.3 16-T100 V • S6 a 3 , A ..,•-•., . ,..,. #.• •----, . -,-, p,- ii,,-, „,.,,:, •_• ._ 0.131 x 2 1/2'@ 2x BLKG W/0.162 x 3 NOTE: • 6"OC 1/2"TOE-NAILS©6"OC REF DETAIL 2JS7.1 FOR BUILT-OUT • -14*,v -',-,e-it- '-, • 2x6 OUTLOOKER --\ GABLE END TRUSS CONNECTION - FLAT @ 24"OC TO TRUSS ROOF STEP TO PERIMETER WALL -1 - MEMBER 0.131 x 2 1/2"© 0 1 6"OC 2x BLOCKING(MATCH FROELICH ii ri •• i r . • ..._. 2x6 OUTLOOKER(4) ROOF SHEATHING , DEPTH OF TRUSS TOP ENGINEEFiSt DRAG TRUSS REF PLAN ,.I r 24"OC REF PLAN CHORD)W/(5)-0.131 x 2 1/2"NAILS ROOF SHEATHING „....„.„,„-- PORTLAND: (503)624-7005 I .., BEND: (541)383-1828 (2)0.148 x 3*NAILS 1 ,...," DENVER: (720)560-2269 EDGE NAILING FROM TRUSS TO / 1 1 „ i _ .Ir 0 i I - 0.131 x 2 1/2*NAILS©6"OC(EDGE NAILING) 2x SHAPED BLOCKING AT ,./"../ froelich-engineers.com 0.131 x 2 1/2"@ 111 BLK'G 1/4 1614 Tr .../474/. 1 .ik RIDGE(ALTERNATE EDGE NAILING JOB# 17-T174 4"OC TO It, .......„,„...4 BLOCKING EACH BAY) ROOF SHEATHING 2x SOLID BLOCKING ,...-"''''' NAILS FROM , - - • ••. i - 0.131 x 2 1/2*@ 6"OC (2)0.148 x 3" MANUFACTURED .....„...,,," (2)0.148 x 3''NAILS NAILS FROM PRE MANUFACTURED REF PLAN „.„„,-1' TRUSSES TRUSS TO eilimailillimmuommim 2x6 TOP CHORD LET-IN FROM TRUSS TO 1 \ TRUSS TO ...i 4.. „, ROOF TRUSSES _.,„0:410. 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I 12"OC FIELD CONTINUOUS DOUBLE tt . 2x6 HF#2 ---00.--- -we- 1 0.131 x 2 1/2"@ 6"OC PRE MANUF 24"ROOFOC TRUSS @ EDGE NAILING(REF SHEAR _ WALL SCHEDULE) 2x TOP PL REF 3/S6.1 4- 4 144.4 LEDGER W/(2) ............_ \--TRUSS MANUF TO RIDGE BLKG ‹) 0 laltn ROWS OF 0.162 PROVIDE 2x BLICG - 7 WALL SHEATHING v x 31/2"NAILS @ MEMBER FOR • ../ ' X. 141)\C:\ A .......'...111.0.0. - AC - A 6"OC TO 2x ROOF STEP - CEILING LINE ,-, i" 2x STUD WALL STUDS© 16"0C-----------------" We- ' .71"4" 1, UNLESS NOTED OTHERWISE BLK'G 1 \-234 I§4'-0"OC W/(2)0.162 x 3 A\ *N.'' --BALLOON FRAME NN___1/2"NAILS AT EACH KICKER IF END WALL TO KICKER LENGTH EXCEEDS 6`-0" NOTE: -_0_ CEILING LINE REF REF ARCH FOR MORE-/ REF DETAIL 2/S7.1 FOR BUILT-OUT 3/S7.1 AT VAULTS 2x4 BLOCKING AT KICKER W/ INFORMATION SIMPSON LU24 EA END TO TRUSS 0 151P -- migiatirk, I (NO WALL AT SIM) GABLE END TRUSS CONNECTION TO PERIMETER WALL. 2x4 KICKER©48"OC NAIL W/ (5)-0.162 x3 1/2"AT TO BLOCKING 10 STEPPED ROOF CONDITION ( -r GABLE END TRUSS AT DECK 4 ROOF TRUSS RIDGE 1 ROOF TRUSS CONNECTION TO PERIMETER WALL SCALE: 1"= V-0" -7-.9 i --1L-Itl"=1 t-O" S7.1 SCALE: 1"= 1.-0" SCALE: 1"= 11-0" S7.1 16-T100 16-T100 S7.1 16-T100 SIMPSON LSTA18 STRAP©4'-0"OC 'TYP ,..---•-•., ...-• '•-•,, ,..-0' •••..., ROOF SHEATHING „...” ,...., ,,--, •-..., „,---- "•---, ROOF EDGE REF PLAN„_.,.,,.,,,,----„-%-"•- ,...,,..,,.... 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" of / X X 0.131 x 2 1/2"©61'OC 2x6 OVERFRAMING POST IA n WAN r KW ** e ...' - W F- NAILS FROM • --I DOWN TO FRAMING BELOW 1 P" CO ----,,•t--- •4.> TRUSS TO BLKG 2x8 FLAT W/(3)0.162 x 3 @ 48"OC MAX W/2x4 0.131 x 2 1/2"©--7 - (2)0.148 x 3"NAILS I 1 (2)0.148 x 3" LU /7-1/2"NAILS TO EACH 6"OC j Lli .•-,••••••••i--,1----..T... ROOF SHEATHING FROM TRUSS TO NAILS FROM 2x6 KICKER©48" 0.162 x 3 1/2" TRUSS 2x6 TOP CHORD LET-IN 2x6 / 0 Q .... OUTLOOKER 0 *... 1 4114, REF PLAN BUM TRUSS TO z---GIRDER DRAG OC W/(4)0.162 x 3 ...••.v., TOENAILS @8" 40,0,,,•• 2x4 KICKER© BLKG W a I "." TRUSS REF PLAN 1/2"NAILS AT TOP 1 OC MIN -'%44"% )( X GABLE END TRUSS W/VERTS©24"-\ .•• \- \\11 ... ...... OC MIN PROVIDE 1/2"APA RATED \ sHrG wr 0.131 x 2 1/2"NAILs©6"OC . (5)-0.162 x 3 g Ef. ,.. ... 0 LL I- 1/2"AT /-SIMPSON H1 CLIP 2x4©4'-0"OC W/ 2x BLICG-ALIGN --...._ ----.. 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EDGE NAILING(TYP) WALL TRUSS TO ....... ,,,. < DBL TOP PLAN REF 3/S6.1 ,-___0.._ REF PLAN _--...„.-N'',,..../A-11. BALLOON FRAME 1/2"NAILS AT EACH KICKER IF 0 ,2c° z BLKG -4/ EDGE NAILING END WALL TO KICKER LENGTH EXCEEDS 6'-0" rt ("?'• a. 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A\ TYPE&SPACING TYPE&SPACING ,"..• -4 , . k.), - 2x STUD WALL I - IFJCPMES*11 WALL SHEATHING 011L1 PER PLAN&SHEAR WALL SCHEDULE 19 ROOF CONNECTION AT STEP 16- TRUSS AT WALL (13 \ TRUSS TO GIRDER/ DRAG TRUSS S7.2 t-1-'41"=v-a. . S7.2 teik-mv=v-O" S7.2 Te?4,-'1- 1*- -1...0. 00 I SHEAR LOAD=520 LBS X X X /7 -0--- --mt.-- _.,./‘,-, 2x BLOCKING BETVVEEN \\*\\*\ A\ TRUSSES TO RECEIVE THE--\, ROOF EDGE NAILING \ • PRE-MANUFACTURED TRUSSES-‘ X X X F-11 ©24"OC ATTACH TO WALL& \ (i) GIRDER TRUSS W/SIMPSON H1 A - A ‘ 1 < W i-- PLYWOOD EDGE NAILING (164 3,., ,....„ ,...- „•••,' • • ,••••••• CO o o o - -\,-/-e-—-o--:—:i .....' ' • ROOF SHEATHING SEE UJ PLANS A ,--- '' ... _ 'c „,„,---- 0 .9 ONT DBL TOP PL ,,,,„.-' 0 o „...., Win ;..- "*...A. „,..••• ..., ce 1.— win Ui .NNNN*•-• SIMPSON STRAP PRE MANUF 0 Cr ni= PER PLAN Of 8 0 CO ///r ROOF TRUSS TRUSS BLOCKING PANELS BY--6- TRUSS MANUF W C:- z ,itil 8 SHEAR WALL PER -- 2 - ,.. z 15. o° • PLAN .162 x 3 1/2"© I ,....' 8*OC (;)- g LT- 8 ,-, W (..9 e ,....., ili• cs ,.....' 0 w TRUSS PER PLAN ,....,„,.., • .....„,....” Jr 0 > .„7„ d >-. 6 ..... , (2)2x6 HF POST z SHEAR WALL--7/9- --SIMPSON HI ANCHOR AT ce E a,c?.. A EDGE NAILING Lopik.. EACH TRUSS is CONT DOUBLE TOP PL SHEATHING,SEE SHEAR --0,- SEE DETAIL 3/S6.1 FOR WALL SCHEDULE SPLICE PERMIT ----2x STUDS©16"OC TYP SUBMITTAL ------0---- 17 DRAG/GIRDER TRUSS TO WALL 14 TRUSS BLOCKING TO WALL 7l"= v-0" S7SCALE: 1"= V-0" S .2 16-T100 .2L ) CONT DBL TOP PL REV DATE ISSUE TITLE 2x STUD WALL A\ 03/20/18 STRUC REVISIONS PER PLAN r 2x4 FLAT BLKG . BETWEEN STUDS i / I ) ROOF EDGE NAILING TO 2x CONT RIDGE BLOCKING CS16 x AS SHOWN / / r PER 4/S7.1 BLOCKING BETWEEN TRUSSES FROM DBL TOP PL / . TO 2x4 FLAT BLKG SIMPSON LSTA18 @ 48"OC PROJECT MANAGER: CN .0,_,:irip.,„,, CENTERED BETWEEN TRUSSES 0,47 ••••\. ..40.„ DESIGNER: YS CONT DBL TOP PL \ ..•' 44, '111,4%, ROOF SHEATHING ,..• 4'%., PER PLAN DRAWN BY: FCE-ENG-1 0 / i '44,,,,, ., -.. PROJECT NO: 17-T174 I --.., '*"•••„,..„ .('Jr •-•'--r-tw--s1—r--T• . .--;-37 --r . • .....v." . -1:-• ' * • 7,--41'-'•"--: • • ' ' _.: .-*:-1, DATE: 1/12/2017 _____-.--- --.----:- .--.---. 1 '.., --.„ , -.., -4. SCALE: AS SHOWN .t.., • ROOF TRUSS ............-----1—PER PLAN 21 PLEX BUILDING , . [ .... : --, --,A- -1- ---,/,-- SIMPSON H1 CLIP SHEET TITLE: AT EACH TRUSS 2'-0" 4'-0" CONT DBL TOP PL ROOF FRAMING / ,, 1/ \--STUD WALL DETAILS PER PLAN 18 SHEARWALL CONNECTION AT DOUBLE TOP PLATE STEP 15 ROOF TRUSSES TO BEARING WALL SHEET NUMBER: . S7.2 "" S7,2 SCALE: 1"= 1'43" TgAF:111"= 16-T100 S7 • 2 , - , • • • -.. • (1)LAYER 5/8"TYPE')C • BRICK VENEER,SEE EXTERIOR / ASSEMBLY NOTES . ' 9 1 GYPSUM BOARD ' ' 4/7 ELEVATIONS FOR TYPE 1'MIN AIR SPACE AT BRICK, MORTAR AND WATERWAY 11MM i0 MINIMUM 1/2"GYPSUM BOARD RAINSCREEN DRAINAGE MAT 4.i.06 4.1"trit 8:"11• l'l - .1 .4 RESILIENT CHANNELS AT 24"OC - --...-• • 1"MIN AIR SPACE AT BRICK .4 _............. , SYSTEM AT STONE 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO .._•• • • ill jp,„0., -L-• ilk- "s_• , .....-' . ' 1-4. - -• • • • ASSEMBLY AS REQUIRED BY STRUCTURAL ENGINEER.WHERE A NON-SHEAR , .-- .• .. FIBER CEMENT BOARD SIDING , Al • 3 1/2"UNFACED FIBERGLASS ' '10 WALL EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, PROVIDE • WEATHER RESISTIVE BARRIER WEATHER RESISTIVE ' 4111 BATT INSULATION IN OPPOSITE , --...--- • WOOD SHEATHING, SEE STRUCTURAL - -' -'---/,/ BARRIER ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR WALL TO PROVIDE -4,ItrAC.:•&': STUD WALL CAVITY FROM 1, • 5/8"TYPE'X'GYPSUM SHEATHING - • •• • WOOD SHEATHING,SEE CONTINUOUS FACE OF FINISH. • 42..•----••_•-• • • • -6 WOOD SHEATHING . -7 . , • R-21 FIBERGLASS BATT INSULATION, / STRUCTURAL STORAGE : CRAWL SPACE INTERIOR I / / EXTERIOR NO INSUL AT GARAGE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER 2014 OREGON STRUCTURAL Otak Architect, Inc 40 WOOD SHEATHING,SEE / R-21 BATT INSULATION SPECIALTY CODE SECTION 718. STRUCTURAL 2 x 6 WOOD STUDS,16"OC 808 SW 3rd Ave, Suite 300 MAX,SEE STRUCTURAL - 2 x 6 WOOD STUDS, 16"OC 2 X 6 WOOD STUDS, 16"OC • 41 ' • 5/8"TYPE X GYPSUM BOARD , ob.. MAX UNO,SEE STRUCTURAL 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN WINTER)OF DOMESTIC Portland, OR 97204 • MAX UNO OTHERWISE : I. :' 2x6 WOOD STUDS, 16"OC CALCULATIONS OF RATING USING OSSC SECTION 722.6: --.....--. WATER PIPES AS REQUIRED TO PROTECT PIPES FROM FREEZING. AI MAX UNO,SEE STRUCTURAL i___________ , MINIMUM 1/2"GYP BD _.....•,......_ / Phone 503.287.6825 • • 40 ' 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTESBRICK VENEER OR EXTERIOR 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND FINISHES AS REQUIRED FOR PLUMBING ACCESS PANELS. Fax 503.415.2304 5 1/2"UNFACED FIBERGLASS BATT INSULATION '' ----=- 5/8"TYPE'X'GYPSUM BOARD 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) MINIMUM RATING FROM INSIDE 20 MINES 60 MINUTES 1•69""-- 0; MANUFACTURED STONE /// VENEER,SEE EXTERIOR 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO SUPPORT SHELVING, AI • 0 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) ELEVATIONS FOR TYPE TOWEL BARS,RAILINGS,AND ALL OTHER WALL-MOUNTED ACCESSORIES AND 1 11 , INTERIOR EXTERIOR . CRAWL SPACE WALL - NON-RATED : it 1 5/8"TYPE'X GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES EQUIPMENT. 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES EXT WALL - E3RICK OR STONE - NON-RATED 26 10 6. PROVIDE UL APPROVED THROUGH PENETRATION AND MEMBRANE • MINIMUM RATING FROM OUTSIDE 60 MINUTES ASSEMBLY:NA FIRE NR STC:NA ASSEMBLY:NA FIRE:NA STC:NA PENETRATION FIRESTOP SYSTEMS AS REQUIRED BY CODE AT ALL River Terrace GARAGE ( ) UNIT (+15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) ELECTRICAL,PLUMBING,AND MECHANICAL PENETRATIONS IN FIRE-RATED , C9RRIDOR < ) UNIT 15A! EXT WALL - BRICK VENEER - 1-HR RATED ",„,„, •., PRE-MFR TRUSS, BY OTHERS 1 LAYER 5/8"TYPE X ASSEMBLIES,SEE A8.11. - ,, „, GYPSUM BOARD 7, PROVIDE WATER RESISTANT TYPE-X GYP BD AT BATH TUB AND SHOWER East UNIT ( ) STiNIR I ASSEMBLY:OSSC SECTION 722.6 FIRE: 1-HR STC:NA s-, '‘,„, &GA WP 8105 FIBER CEMENT SIDING,SEE s'•„,.,. ‘•,/ 3 LAYERS 5/8"TYPE'X' WALLS,SEE 17/A8.11 & 18/A8.11. 1... ,.., GYPSUM BOARD GARAGE ( ) STAIR EXTERIOR ELEVATIONS FOR TYPES AND COLOR ' 7/8"METAL HAT CHANNEL Condominiums ,,,, ‘.----„FURRING 24"0.0 . MINIMUM 1/2" CORRIDOR ( ) STAIR --7-....-- 1._ -...... RAINSCREEN DRAINAGE SYSTEM .. ----- GYPSUM BOARD OVER WEATHER RESISTIVE BARRIER ,„ SW Roy Rogers Rd. WEATHER RESISTIVE BARRIER „ •„ 21E1 PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT INSULATION WOOD SHEATHING,SEE STRUCTURAL 'N,. Tigard, OR 97223 2x4 WOOD STUDS, 16"OC MA)< 5/8"TYPE'X'GYPSUM SHEATHING UNO,SEE STRUCTURAL ' * 21 DI OMIT BATT INSULATION AND RESILIENT CHANNELS-USE GA FILE WP 3510 • ,, R-21 FIBERGLASS BATT INSULATION - INTERIOR EXTERIOR / = (SEE ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) • 2 x 6 WOOD STUDS, 16"OC L,,..- ----1: WOOD DECKING, MAX,SEE STRUCTURAL •. \ -. - K..'',- \- -1 -‘‘ - - - ' ' 21C OMIT BATT INSULATION ...... .., :.,1 5/8"TYPE'X'GYPSUM BOARD _ , _ f • /.. ., _ . _ ._ . _ „_. _.. • PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT CALCULATIONS OF RATING USING OSSC SECTION 722.6: PT WOOD JOISTS,SEE 25B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS 21131 INSULATION&OMIT RESILIENT CHANNELS(USE GA FILE WP 3510-SEE , 8B ASSEMBLY GA RC-2602-1-HR RATED(2)LAYERS TYPE'X'GYPSUM BOARD STRUCTURAL ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES INTERIOR WALL - FURRING INTERIOR WALL - 1-HR RATED 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES ROOF/ CEILING - 2-HR RATED - STAIR FLOOR - NON-RATED - EXTERIOR DECKS FAI 21A MINIMUM RATING FROM INSIDE 60 MINUTES 8A1 4 ASSEMBLY:NA FIRE:NA STC:NA ASSEMBLY:GA FILE WP 3243 FIRE: 1-HR STC:50 (+15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) I ASSEMBLY:GA RC-2751 FIRE:2-HR STC:NA ASSEMBLY:NA FIRE:NR STC:NA .). 8 .). Polygon 1 1 5/8"TYPE'X GYPSUM SHEATHING-PER TABLE 722.6.2(1) 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 40 MINUTES 20 MINUTES FLOOR FINISH PER 5/8"TYPE'X'GYPSUM BOARD • FINISH SCHEDULE • Northwest MINIMUM RATING FROM OUTSIDE 60 MINUTES . • -7- A 0/5 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) CONCRETE SLAB W/ 1 1/2"GYPSUM CEMENT , REINFORCING,SEE . , RESILIENT CHANNELS AT 24"OC EXT WALL - FIBER CEMENT - 1-HR RATED UNDERLAYMENT STRUCTURAL 703 Broadway Street, s • 10 ,>/'' MINIMUM 1/2"GYPSUM BOARD , '.111.' -.11P, ASSEMBLY:OSSC SECTION 722.6 FIRE* 1-HR STC:NA 3 r : ' •.•' ' ''' 4 • - .z. '''' v' WOOD SHEATHING SEE Suite 510 ;I. .-., -.= •- ' • • . „-A-, 2 ! :2 - :-. ."4 •.. i''' STRUCTURAL ' Ie.- -.al I.. 3 1/2"UNFACED FIBERGLASS Vancouver, WA 98660 --- --------- -- ---' , _ -:: • • ;*: BATT INSULATION IN OPPOSITE 12"THICK CONCR E , -- -------- K. STUD WALL CAVITY FROM . , • , X ,(' Nk X L.,4<X) ---K-7--1 tl . WOOD SHEATHING - - - - •. ,• 2 X4 WOOD STUDS, 16"OC .49"-.. • . .• • WOOD JOISTS,SEE STRUCTURAL : // MAX UNO OTHERWISE WOOD SHEATHING,SEE ' TJI FLOOR ASSEMBLY . . , „ , . . . ' STRUCTURAL / ( Xn X ..)( V X ) ----------------- 2 LAYERS 5/8"TYPE'X' .....- , GYPSUM BOARD 2E' -.II -.4P".' _. ,•„ . ... •.4 • CALCULATION OF RATING USING OSSC SECTION 722.6: - 2 x 4 WOOD STUDS,16"OC .. ts. _. .• - . (2)LAYERS 5/8"TYPE X GYPSUM BOARD- 80 MINUTES MAX,SEE STRUCTURAL . • .•• • '., d ' 2X WOOD FLOOR FRAMING AT 16"OC MAX- 10 MINUTES . • _ - - is • - „4- MINIMUM RATING FROM BOTTOM 90 MINUTES 248 2 X 6 STUDS IN LIEU OF 2 X4 STUDS UNIT 7B WITH R-38 FIBERGLASS BATT INSULATION &2 LAYERS 1/2 TYPE'X'GYPSUM BOARD. UNIT INTERIOR WALL - NON-RATED FIRE PARTITION - 1-HR RATED 1 CONCRETE RETAINING WALL FLOOR - GARAGE OVER CRAWLSPACE FLOOR/CEILING - 1 HOUR RATED - CORRIDOR H 20 I 13 , 7A 3 1 ASSEMBLY:NA FIRE:NR STC:NA I ASSEMBLY:GA WP 3370 FIRE: 1-HR STC:54-55 I ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:NA FIRE:NR STC:NA 1 ASSEMBLY:OSSC 722.6 FIRE: 1-HR STC:NA NBC-W13c NRC-TL-93-265 FLOOR FINISH PER FINISH SCHEDULE MINIMUM 1/2"GYPSUM BOARD WOOD RISER,SEE 1 1/4"GYPSUM CEMENT 1, ''.' ... . ; - *:" '• I •• '' "-- . ,..--... . . • 2X6 WOOD STUDS©16"OC, STRUCTURAL UNDERLAYMENT AT CARPET AND 1" AT SHEET VINYL . , SEE STRUCTURAL WOOD TREAD,SEE 1/4"ACOUSTICAL SOUND MAT 11 . BRICK VENEER,SEE EXTERIOR ' _ • .. - • STRUCTURAL UNDERLAYMENT AT SHEET VINYL ONLY /---- ELEVATIONS FOR TYPE _ .•- , . • , 2 X 4 WOOD STUDS, 16"OC • --...i.t.--- :i / R-21 FIBERGLASS BATT ' WOOD SHEATHING,SEE STRUCTURAL ..- -......._ " ' • - : INSULATION - co :-='\ ----- MAX UNO 1"MIN AIR SPACE AT BRICK .- • , C.; .. , CARPET&PAD WOOD I-JOISTS,SEE STRUCTURAL if 10 1--=--• it tg , awAo, ''ir WEATHER RESISTIVE BARRIER ' - 7; 7 R-38 BATT INSULATION AT SECOND •.1... '• i• PI • : 5/8*TYPE'X GYPSUM BOARD ,- WOOD SHEATHING,SEE STRUCTURAL, * .1 .-•.- - ---, CONCRETE RETAINING WAU., N.'\,,,,,..,..,,,,..„ I STRINGERS-SEE FLOORS BETVVEEN GARAGES AND UNITS ) 3720 IA //, (2)LAYERS 5/8"TYPE'X GYPSUM - •. - . :,• •. : SEE STRUCTURAL / STRUCTURAL BRIAN R.FLEENER bi . AND AT EXTERIOR BAYS ONLY-NO 3 1/2" , ,-. ."- .. BATT INSULATION AT THESE LOCATIONS - ", • • 6/•Z SP7 .44, , • •.- - .... ,• . R-21 FIBERGLASS BATT INSULATION •-, • , 4,, . BELOW GRADE I — — , _ — -.--.- -. /I 31/2"UNFACED FIBERGLASS BATT „ E , „ • • . . \: 2 x 6 WOOD STUDS, 16"OC MAX, WATERPROOFING . INSULATION(BETWEEN UNITS ONLY) 14,;)„PORTIANO,OR . ... -.....----, SEE STRUCTURAL , -• •• . .....- , SUPPORTED ON RESILIENT CHANNELS 2K 44 i )( `1.'il I '' Nx' 11 ) '114* RESILIENT CHANNELS 16"OC MAX AT 24" • _ • (2)LAYERS 5/8"TYPE'X'GYPSUM . . / A OF 0 BOARD • •': '- '' ; OC JOISTS AND 24"OC AT 16"OC JOISTS •- -, ' ATTACHED TO JOISTS WITH 1 1/4" i--,..• , • . I ' MINIMUM 1/2"GYPSUM DRYWALL SCREWS, INTERIOR .' 1, x EXTERIOR • 1! 1,9!APIPIRPIP,11 -*,_ X i,v,--- (2)LAYERS MINIMUM 1/2 TYPE'X'GYPSUM . BOARD,OMIT AT , CONCEALED SPACES BOARD.AT EXTERIOR BAYS USE MINIMUM Construction , 1/2"TYPE X GYPSUM SHEATHING INSTEAD FOR ALL LAYERS,SEE TYPE 2C BELOW FOR Assemblies 23B 2 X6 STUDS IN LIEU OF 2 X 4 STUDS . ADDITIONAL INFO • R-38 FIBERGLASS BATT INSULATION AT EXTERIOR BAY LOCATIONS AND 5/8"'TYPE INTERIOR WALL - 1-HR RATED EXT WALL - BRICK VENEER - 2-HR RATED _ EXT WALL - BASEMENT - NON-RATED . STAIR - NON-RATED 2C 'X'GYPSUM SHEATHING INSTEAD OF 5/8"TYPE'X GYPSUM BOARD&FIBER CEMENT 23A1 lifti 12 6 SOFFIT PANEL OUTER LAYER WITH 1 X 3 FIBER CEMENT BAITS AT SEAMS&EDGES. to' ASSEMBLY:GA FILE WP 3510 FIRE:1-HR STC:NA ASSEMBLY:GA WP 8415 FIRE:2-HR STC:NA ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:NA FIRE:NR STC:NA .-• 2B R-38 FIBERGLASS BATT INSULATION AT GARAGE CEILINGS. ""3 i0 CLASS C ARCHITECTURAL FLOOPJCEILING - 1 HOUR RATED - UNITS GRADE COMPOSITION I 2A. IL. ASPHALT ROOFING SHINGLES Lu FIBER CEMENT SIDING,SEE I ASSEMBLY:WIJ-1.7 AMERICAN FIRE: 1-HR STC:63-65 ICC:51 0 EXTERIOR ELEVATIONS FOR .7,- ROOF UNDERLAYMENT FOREST AND PAF'ER ASSOCIATION,INC C.) TYPES AND COLOR m v. ....,,5 7--. ---_________[,4S79lknalNIIIIISa.-Ald-IF,____ .-... ,. CI) FLOOR FINISH PER • c RAINSCREEN DRAINAGE SYSTEM )....( NN... i 1:1 OVER WEATHER RESISTIVE FINISH SCHEDULE •-. 5 (2)LAYERS 5/8"TYPE X .. 17.;:. i co GYPSUM BOARD •, BARRIER ROOF SHEETING,SEE = . .-. ---.4.-..-- Z WEATHER RESISTIVE BARRIER STRUCTURAL CONCRETE SLAB(4"MIN) 1 ,. .' :1 ..::•'h„..„------ FIBER CEMENT SIDING,SEE EXTERIOR _ ELEVATIONS FOR TYPES AND COLOR WITH REINFORCING,SEE 2 05.23.17 Plan Check Responses t 2. -10* "; RESILIENT CHANNELS AT 24"OC 1-'-'-'-"'"----------- WOOD SHEATHING,SEE STRUCTURAL # Date Description 0 '- "11-1"4, - STRUCTURAL . ROOF TRUSSES,SEE Revisions. , 10-MIL VAPOR RETARDING > - o, ...--- RAINSCREEN DRAINAGE SYSTEM OVER ' STRUCTURAL 7,--- „ — — ---"'" . - . .,- . , . . -, . . MEMBRANE 0 WEATHER RESISTIVE BARRIER R-21 FIBERGLASS BATT January 12,2017 ci.. -..... 5 1/2"UNFACED FIBERGLASS .."v• 0....•I 1 ;""' • WOOD SHEATHING,SEE STRUCTURAL ..., L_.-------------- INSULATION(OMIT AT GARAGE) Date r-- , •-' -'' .-.'1='' .: 1:.-',•"'-'' •-'4:4-''•,.'',',.-~.1 '.,:•..,,: CRUSHED AGGREGATE to -'..:.• ,• (2)LAYERS 5/8"TYPE'X'GYPSUM . I • 2 x 6 WOOD STUDS, 16"OC _11, co , R-38 FIBERGLASS BATT DRAINGAGE LAYER PER r•- . -. . .--,i WOOD SHEATHINGSEE SHEATHING fMAX UNO,SEE STRUCTURALSOILS INSULATION 4. ,700•2114itA44.0eREPORT BB,DG,NE c., , ,----. STRUCTURAL , . ', • R-21 FIBERGLASS BATT INSULATION _.........._ --------- yravii0.1344:,;:m4014,0).MAINAls_11•424.4itii Designed By tic, • • MINIMUM 1/2"GYP BD AligiteaktifttataiONitlialift, z--- UNDISTURBED SOIL/COMPACTED e ., ---\:- • .... ---- 2 x 6 WOOD STUDS, 16"OC MAX, i FILL PER SOILS REPORT DG,NE,NM 2 __, ..- 2x6 WOOD STUDS, 16"OC SEE STRUCTURAL ......,....--• :I I HH 1=9 ii -I1=71 I 1=1 1:-7 at • 'n.' 1 ' —..— - • (2)LAYERS 5/8"TYPE'X'GYPSUM '' ''''''-•••._... . 1/2"GYP BOARD AT UNIT Drawn By 5 ' , ':' -''-- MAX UNO,SEE STRUCTURAL :=I 1111-1 I HI .._ ; BOARD • INTERIOR ' EXTERIOR NOTE:SEE ASSEMBLY 10 FOR STONE INTERIOR, PROVIDE R-10 RIGID FOAM , -........_ - KJ p., co ,, WAINSCOT. SEE ELEVATIONS FOR • 5/8"TYPE'X'GYPSUM INSULATION AT FACE OF - _, (2)LAYERS 5/8"TYPE X .5 - INTERIOR • P.- EXTERIOR LOCATION&HEIGHT. WALLBOARD AT EXTERIOR CONCRETE Checked By z GYPSUM BOARD ., CORRIDORS, FOUNDATION FOR A DEPTH • 2 1 1C OMIT SIDING&WRB AT INSIDE OF FIRE/WATER ROOM • FIBER CEMENT PANEL AT OF 24"MINIMUM. 17857 ‘c"; EXTERIOR LOCATIONS WITH t\I ' Project Number 5B OMIT INSULATION,FCP SOFFIT IN LIEU OF 1 X 3 FIBER CEMENT BATTS AT SEAMS&EDGES NO INSULATION AND 4"MINIMUM CONCRETE SLAB ON COMPACTED FILL ip UNIT STAIR 1/2"GYP BOARD AT EXTERIOR 1B w 11B 2 X 4 STUDS IN LIEU OF 2 X 6 STUDS AND NO INSULATION ONLY AT UNIT PATIOS co 0 INTERIOR WALL - 2-HR RATED EXT WALL - FIBER CEMENT - 2-HR RATED EXT WALL - FIBER CEMENT - NON-RATED ROOF/CEILING - 1/2-HR RATED CORRIDOR 1A1 SLAB ON GRADE - NON-RATED Al • 01 2 22 ! 16A 11A 5A ASSEMBLY: UL U334 FIRE:2-HR STC:62 ASSEMBLY:GA WP 8415 FIRE:2-HR STC:NA ASSEMBLY:NA FIRE:NR STC:NA - ASSEMBLY:OSSC 722.6 FIRE:30 MIN. STC:NA 1 ASSEMBLY:NA FIRE:NR STC:NA Sheet Number idCopyright 2016 a ir If this drawing Is less than 24"x 36",it has - 5- been reduced.Scale accordingly. ti) J J I J 7 J ' J D D J - - . --_s"i • _ _• - • • ROOM FINISH SCHEDULE DOOR SCHEDULE 3 0 1 ROOM NAME I FLOOR FINISH/MATERIAL. I BASE FINISH/MATERIAL I WALL FINISH I MATERIAL I CEILING FINISH/MATERIAL.I COMMENTS � OPENING DOOR DOOR FRAME FIRE _ . -'**���� .:.:: •. _. V _ TYPE MARK LOCATION WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HARDWARE RATING COMMENTS • s4;. 4• BUILDING Al BUILDING ENTRY 3'-0" 8'-0" C STEEL PRE-PR WOOD PAINT 1 - TF„N1�E D I,A�S r/� CORRIDOR/EXIST PASSAGEWAY CARPET#1 MDF#1-PAINT GYPSUM BOARD GYPSUM BOARD A3 STAIR 3'-6" 6'-8" A SC-PHB PRE-PR MDF PAINT 2 60 MIN' 'DOOR_OI+'M�AGNETIC HOLD OPE ► ELF CLOSING GARAGE CONCRETE WOOD-PAINT GYPSUM BOARD GYPSUM BOARD A4 GARAGE ENTRY 3'-0" 6`-8" A SC-PHB PRE-PR MDF PAINT 3 ,,,<2 45 MIN SE ACL OSINGA��'A--"-"--.' " " - '• ••`•- `• LOBBY CARPET#1 MDF#1 -PAINT• GYPSUM BOARD GYPSUM BOARD f A5 STORAGE 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 4 20 MIN (SELF CL SING J : STAIR CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A6 STAIR 6'-0" 6'-8" B SC-PHB PRE-PR MDF PAINT 2 60 MINE 0.0ORS ON MAGNETIC HOLD OPE 4 ELF CLOSING Otak'Archftectu, I fl STORAGE CONCRETE OR UNFINISHED PAINT GYPSUM BOARD GYPSUM BOARD I A7 FIRE SPRINKLER/WATER 6'-0" 6'-8" B STEEL PRE-PR STEEL PAINT 5 1 -'- ......,...\....,, ` 808 SW 3rd Ave, Suite 300 WATER CONCRETE - GYPSUM BOARD GYPSUM BOARD I A8 OVERHEAD GARAGE 8'-0" 7'-0" I MFR MFR MFR MFR 6 - �-�' Portland, OR 97204 A9 BUILDING ENTRY 6'-0" 8'-0" E STEEL PRE-PR WOOD PAINT 1 f----)..e-y-..-\, TEMP D G ri -v l2 Phone 503.287.6825 UNITS Al 1 ,rw,STAIR rem,-/-\ 3'-6" 6'-8" A SC-PHB PRE-PR MDF PAINT 9,,rte-) 2 90, IN OOR ON MAGNETIC HOLD OPE SELF CL f SING BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS I V\Al2 STAIR 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 16 1O MRd' SELF ql.Qatie A Fax 503.415.2304 BEDROOM CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD I `^' B1 L.-%.,-,UNIT ENTR"& .i'' 3'-0" 6'-8" A STEEL PRE-PR MDF PAINT 7 `-,'•-' 20 MI L CLOSIN -"\----,‘=" CLOSET CARPET#2 OR SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD SEE PLAN FOR EXACT FLOOR FINISH B2 DECK/PATIO 3'-0" 6'-8" D STEEL PRE-FIN WOOD PAINT 8 - TEMPEEGLASS I DINING CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD B3 DECK/PATIO 6'-0" 8'-0" F VINYL MFR VINYL MFR 10 - TEMPERED GLASS ENTRY SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD Cl BEDROOM/BATHROOM 3'-0" 6'-8" A HC-PHB PRE-PR MDF PAINT 11 - HALL I CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD C30 TRASH ENCLOSURE GATE 5'-0" 6'-0" J STEEL MFR STEEL MFR River Terrace KITCHEN I SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD I D1 CLOSET 3'-0" 6'-8" A HC-PHB PRE-PR MDF PRE-PR 12 - LAUNDRY SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD D2 CLOSET 2'-6" 6'-8" A HC-PHB PRE-PR MDF PRE-PR 12 - LIVING CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD D3 CLOSET 2'-0" 6'-6" A HC-PHB PRE-PR MDF PRE-PR 12 - East LN(LINEN) CARPET#2 OR SHEET VINY#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD SEE PLAN FOR EXACT FLOOR FINISH D5 CLOSET 4'-6" 6'-8" G HC-PHB PRE-PR GYP BD PAINT 14 MASTER BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP'BD AT SHOWER/TUB WALLS El CLOSET 5'-0" 6'-8" G HC-PHB PRE-PR GYP BD PAINT 14 - MASTER CLOSET CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD E2 CLOSET 6'-0" 6'-8" G HC-PHB PRE-PR GYP BD PAINT 14 - ( ��O� 1 � S MASTER BEDROOM CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD I Fl CLOSET 4'-0" 6'-8" H HC-PHB PRE-PR GYP BD PAINT 15 - PANTRY SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD I F2 CLOSET 5'-0" 6'-8" H HC-PHB PRE-PR GYP BD PAINT 15 - STORAGE CONCRETE OR UNFINISHED PAINT ORIENTED STRAND BOARD GYPSUM BOARD I NOTES SW Roy Rogers Rd. SCHEDULE ABBREVIATIONS Tigard, OR 97223 HC-PHB HOLLOW CORE PRIMED HARDBOARD 1. SEE DETAIL 2/A8.11 AND 3/A8.11 FOR BIFOLD AND BYPASS DOOR 3. ALL STAIR,UNIT AND GARAGE MAN DOORS SHALL BE SMOKE GYP BD GYPSUM BOARD HEAD AND JAMB DETAIL INFORMATION, PROTECTED!N ACCORDANCE WITH OSSC SECTIONS 715.4.3.1 AND 715.4.6.3 MDF MEDIUM DENSITY FIBERBOARD 3'-0" _ MFR MANUFACTURER 2. ALL FIRST FLOOR DOORS SHALL HAVE LEVEL DOOR HARDWARE.DOORS 4. SEE 9/A8.01, -/-- , FOR TYPICAL SLIDING DOOR I 2'-6" ,, PRE-FIN PREFINISHED UPPER LEVELS MAY PROVIDE DOOR HARDWARE OTHER THAN LEVEL HARDWARE. HEAD/JAMB DETAILS. ,I PRE-BR PREPRIMED DOOR HARDWARE SCHEDULE SHOWS TYPICALLY LEVER HARDWARE FOR ALL DOORS 5. SEE 1/A8.11 FOR TYPICAL DOOR HEAD/JAMB DETAILS. • _•'4! I ++ SC-PHB SOLID CORE PRIMED HARDBOARD AS TYPICAL. 3'-0" ll . 7- " L 5'-0" u? 1 1 i f f , = - j H . / /\ / . . - Polygon =p N I p O , ro ro b / / \ / / / \ o � Hd ,/ /\ / , a _ Northwest T �- T T T / / �\ /' / /� _\ °° --- -sr- ' ! I °° / / \ \ / \ / 703 Broadway Street, \ ti / '� 1 < Suite 510 b o "' \ \ / \ -- L. Vancouver, WA 98660 zo M M z \ \ / FINISHED FLOOR \ .V• Ot), T �r a a VINYL SINGLE HUNG• ` L`_J VINYL SINGLE HUNG-\ MULLED VINYL OVER • VINYL SINGLE HUNG MULLED VINYL FIXED VINYL SINGLE HUNG OVER MULLED VINYL FIXED A.FLUSH SWING B.FLUSH DOUBLE SWING C.SWING,SINGLE D.FULL LITE SWING E. FRENCH DOOR F. FULL LITE VINYL SLIDER GLASS 2'-6" IL '1`�'• Vliii I " 14-101/, 1 ` _ , N• = N . f\ , 0 0 0 0 ___ , ---- / / \ --- ---- ..1,b '_ I F. > F-- \ \ / / _ ro p ' " ' j / / - - 3 -0 \ 1 I I FINISHED FLOOR / T INDICATES TEMPERED GLAZING `t O 3-VINYL FIXED O7 MULLED VINYL FIXEVINYL HUNGD OVER O TEMPERED VINYL FIXED SIDE LITE- G.FLUSH BYPASS H.DOUBLE BI-FOLD I.OVERHEAD GARAGE DOOR J.TRASH ENCLOSURE GATE WINDOW TYPES DOOR TYPES ' 372+ ; .. BRIAN R.FLFENER WINDOW SCHEDULE NOTES DOOR SCHEDULE NOTES DOOR HARDWARE GROUPS • 5/23/17 • a° %MAN%DR 1. SEE BUILDING CODE ALLOWABLE U- 1, ALL DOORS SHALL HAVE LEVER HARDWARE. • GROUP 1: DOOR Al (BUILDING ENTRANCES-NO PANIC) GROUP 3:DOOR A4 (GARAGE ENTRA INUTE) GROUP 9:DOOR All (STAIR-90 MINUTE) FACTOR AND SOLAR SUSUMMARY FOR MAXIMUMXIFOR WINDOWS. 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE PROTECTED IN ACCORDANCE WITH OSSC SECTIONS 716.5.3.1 AND 716.5.7.3. 2. AIR RATE FOR I WINDOWS NOT 0.30 3, FIRE DOOR ASSEMBLYS SHALL BE LABELED BY AN APPROVED AGENCY.THE LABELS SHALLCOMPLY WITH NFPA 80 AND SHALL BE 3 HINGES CAL-ROYAL 885200-320 NRP 4-1/2"X 4.1/2" 3 SPRING HINGES CAL t'AL NEWSHI40-260;4-1/2"X 4-1/2" 3 HINGES CAL-ROYAL BB31-26D;4-1/2"X 4-1/2" OF 0 •. AFM/SQ FT AS INFILTRATION RATE ED W INDACCORDANCESSHALL NOT EX EXCEED 0.30 SA PERMANENTLY AFFIXED TO THE DOOR,LABELS SHALL NOT BE COVERED,REMOVED OR TAMPERED WITH. 1 LOCKSET K2 *QCL170E 626(LEVER) 1 LOCKSET K2 QCL270E 626(LEVER) 1 LOCKSET K2 XXX 101/I.S.2/A440 OR NFRC 400 BY AN ACCREDITED, INDEPENDENT 4. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR 1 CLOSER CAL-ROYAL CC441 1 GASKET PEMKO PK33D 1 CLOSER CAL-ROYAL 900PBF ALUM LABORATORY,AND LABELED AND CERTIFIED BY THE EFFORT. 1 CLOSER ARM CAL-ROYAL CR0077 SPRING 1 STOP CAL-ROYAL WB26 1 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 MANUFACTURER. 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. 1 WEATHERSTRIPPING PEMKO PK33D 1 THRESHOLD PEMKO 271A 1 GASKET PEMKO PK33D Schedules 3. ALL BEDROOMCWINDOWS FIRE AND RESCUE 6. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO AN 1 STOP CAL-ROYAL CFS20 1 DOOR SWEEP PEMKO 216AV 1 STOP CAL-ROYAL WB26 Schedules OPENING WINOW SHALL OMEETC ESCAPE OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. 1 THRESHOLD PEMKO 271A 4. OPENINGE TEMPERED REQUIREMENTS SOS IN WINDOWS SECTION1029.REQUIRED BY OSSC 2406.4 7. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR SHALL MOVE TO THE CLOSED 1 DOOR SWEEP PEMKO 216AV POSITION IN 1.5 SECONDS MINIMUM. GROUP 4:DOOR A5 (CORRIDOR STORAGE-20 MINUTE) GROUP 10: DOOR B3 8. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE AUTHORITY HAVING JURISDICTION. *COORDINATE WITH ELECTRICAL SECURITY CARD READER SYSTEM NEEDING 24 9. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22.2 N). OLTS AT LOCATIONS CARD READER ACCESS NEEDED 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1/2"X 4-1/2" HARDWARE BY VINYL PATIO SLIDER MANUFACTURER rZ 10. SLIDING OR FOLDING DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22,2 N). ,� 1 LOCKSET K2 QCL270E 626(LEVER) u 11. WHERE PROVIDED,THRESHOLDS AT DOORWAYS SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN LEVEL GREATER THAN 1/4 INCH IN GROUP 1: DOOR A9 (BUILDING ENTRANCES-NO PANIC) 1 GASKET PEMKO PK33D > HEIGHT AND NOT MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 1 STOP CAL-ROYAL WB26 12. SEE 11A8.11 FOR TYPICAL INTERIOR WOOD DOOR HEAD DETAIL. 6 HINGES CAL-ROYAL BB5200-32D NRP 4-1/2"X 4-1/2" GROUP 11: DOOR Cl (UNIT BEDROOM OR BATHROOM) -' 13. SEE 2/A8.11 FOR TYPICAL.INTERIOR BYPASS DOOR HEAD DETAIL. 1 LOCKSET K2 *QCL170E 626(LEVER) = 14. SEE 3/A8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL. 2 CLOSER CAL-ROYAL CC441 GROUP 5:DOOR A7 (FIRE SPRINKLER/WATER ROOM) 3 HINGES HAGER 1741 US26D u_ 2 CLOSER ARM CAL-ROYAL CR0077 SPRING 1 LATCH KWIKSET 730 TNL(LEVER)or w 2 WEATHERSTRIPPING PEMKO PK33D 3 HINGES CAL-ROYAL BB31-32D;4-1/2"X 4-1/2" LATCH KWIKSET 730 H(KNOB) O 2 STOP CAL-ROYAL CFS20 1 LOCKSET K2 QCLI7OE 626(LEVER) 1 STOP CAL-ROYAL JRS34 . 0 1 THRESHOLD PEMKO 271A 1 WEATHERSTRIPPING PEMKO PK330 3 SILENCERS TRIMCO 1229B D3 2 DOOR SWEEP PEMKO 216AV 1 THRESHOLD PEMKO 271A - c DOOR SWEEP PEMKO 216AV ... -o *COORDINATE WITH ELECTRICAL SECURITY CARD READER SYSTEM NEEDING 24 GROUP 12: DOORS D1,D2,D3 (UNIT CLOSET/LAUNDRY) m VOLTS AT LOCATIONS CARD READER ACCESS NEEDED 2 05.23.17 Plan Check Responses • GROUP 6: DOORS A8 (OVERHEAD GARAGE DOORS) 3 HINGES HAGER 1741 US26D 1 05.22.17 Project Coordination c 1 LATCH KWIKSET 720 TNL(LEVER)or ° GROUP 2:DOOR A3 (STAI- -60 MINUTE) HARDWARE BY OVERHEAD DOOR MANUFACTURER LATCH KWIKSET 720 H(KNOB) # Date Description o 3 HINGES A AL-ROYAL BB31-26D;4-1/2"X 4-1/2' GROUP 7: DOOR B1 (UNIT ENTRY-20 MINUTE) 1 STOP CAL-ROYAL JRS34 3 SILENCERS TRIMCO 1229B Revisions > 1 LOCKSET K2 QCL230E 626(LEVER) Januar),12,2017 D 1 CLOSER CAL-ROYAL 900PBF ALUM 3 SPRING HINGES CAL-ROYAL NEWSH140-260;4-1/2"X 4-1/2" Date D - 1 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 1 LOCKSET K2 QC1230E 626(LEVER) GROUP 14: DOOR E1.E2 (UNIT CLOSET-BYPASS) to 03 1 GASKET PEMKO PK33D 1 VIEWER CAL-ROYAL ULDV 200 US26D 1 STOP CAL-ROYAL WB26 1 GASKETING PEMKO PK33D 1 BYPASS DOOR TRACK STANLEY BPD60-00-60 OR BPD60-00-72 BB,DG,NE . ' a1 STOP CAL-ROYAL JRS34 2 PULLS . STANLEY 4485 US26D Designed By 74 to �© GROUP 2,DOOR A6 (STAI",-60 INUTE) to 6 HINGES A - -ROYAL 8631-26D;4-1/2"X 4-1/2" GROUP 8: DOOR B2 (UNIT DECK ENTRY) GROUP 15: DOOR Fl.F2 (UNIT LAUNDRY-BIFOLD) DG,HmNM o 1 LOCKSET K2 QCL230E 626(LEVER) By O 2 CLOSER CAL-ROYAL 900PBF ALUM 3 HINGES CAL-ROYAL TBHRC44 4"X 4" 1 BI-FOLD DOOR TRACK STANLEY BF30-00-48 OR BF30-00-60 y 2 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 1 LOCKSET K2 QTL250E 626(LEVER) W/METAL PIVOTS KJ 2 GASKET PEMKO PK33D 1 WEATHERSTRIPPING PEMKO PK33D Checked By z 2 STOP CAL-ROYAL WB26 1 STOP CAL-ROYAL JRS34 2 PULL STANLEY 4485 US26D o t 1 THRESHOLD PEMKO 271A 17857 N 1 DOOR SWEEP PEMKO 216AV Project Number GROUP 16: DOOR Al2 (STAIR/BIKE STORAGE-90 MINUTE) g A 3 HINGES CAL-ROYAL BB31-26D;4-1/2"X 4-1/2" 4 1 LOCKSET K2 QCL270E 626(LEVER) r, 1 CLOSER CAL-ROYAL 900PBF ALUM Al • I I m2 1 GASKET PEMKO PK33D Sheet Number 1 STOP CAL-ROYAL WB26 id Copyright 2016 ii If this drawing is less than 24"x 36",It has _ = been reduced.Scale accordingly. it m FLOOR PLAN NOTES : • a . 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. .. . .3 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL ,:,, _, ..e LEGEND SEE SHEET A0.01. . • : • 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE . ,_- • S o` SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI .-. ... . . .. .. ACCESSIBLE DWELLING UNITS. • 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Otak Architects, inc DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. s. 808 SW 3rd Ave, Suite 300 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. Portland, OR 97204 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Phone 503.287.6825 DUCTS AT FIRST AND SECOND FLOOR/CEILING Fax 503.415.2304 ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 131 A8.11 AND 141 A8.11 FOR WALL INTERSECTION DETAILS AT &2-HR WALLS. 11. SIDEWALKS AND PATIOS SHALLRSLOPE AS SHOWN River Terrace ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE East AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. 12. SEE 19/A8.11 FOR FIRE EXTINGUISHER CABINET DETAIL. COORDINATE LOCATION WITH FIRE Condominiums MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY YA YB YD A3.010 aft 40 AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL SW RoyRogers Rd. IN MANUFACTURER'S STANDARD ENAMELED © cc CL CONTAINER OR 97223 a ¢ 1 A4.01 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE Tigard, A4.01 w cn w Cf) a< Ai SIM MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE IrarELECTRICAL DESIGN/BUILDING DRAWINGS. 1 � � I 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER DESIGN/BUILDING DRAWINGS AS APPROVED BY LFIRE MARSHAL. 37'- 11" ' 10'-0" [ 11'-3" I. 147'-2" 20'-3" 10'-7 1/2" 1 q,4" 10'-4 314" 12'-2" 10'- 11" 23'-6 112" 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, .10 ]� .� ,► .'� ,I SECURITY CONTROLS AND ELECTRICAL ,, 12'-9" ,, 12'-9" 111- 11 1/2" ,- 7-6" r 15'-3" 10'- 10" 10'-9" r 111-8 112" 11'-4 1/2" 11'-4" RECEPTACLES SHALL BE MOUNTED BETWEEN 17. • f • 4,'- I AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL ,, 8'-0" ,, 8'-0" y y 8'-0" '-0" '-0"� � ,, 6'-0" L5'-2114" � • 8'-0" 8'-0" I. PANELS TO BE LOCATED WITHIN REACH RANGE OF 1i. 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL 2'-7314"--� 2'-612"56 � r 4'-0114"--� • 2'•-4"� 431/2"+ 1'-0"- r 2'-2114"- 2'-03/4"� AT GROUND FLOOR UNITS. ©I, 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Polygon DRAWING PACKAGE. 1 SIM 1'-5 1/2" 1'-4 1/2" SIMS 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR �� 8'-0" 1'- 1 " 8' 0" 1'- 11 ' 2" A4�11 INFORMATION REGARDING JUNCTION BOX Northwest 4, _ O I ► Cr` - PLACEMENT AND DETAIL 11 /A8.11 , 121 A8.11 FOR __ _ _ PLUMBINGPENETRATIONS FOR ONE AND TWO 703 Broadway Street, i• '0 0 3 Ch 1-7 Illv © o�� El HOURRATEDWALLS._ _ _ _ - A8.04 41111 19. SEE 1 1A8.11 FOR TYPICAL INTERIOR WOOD DOOR Suite 510 A8 A8 ll A9 ASV=4\ A8 ,� A8 AS ��, - FRAME DETAIL(AND HINGE JAMB DIMENSION). Vancouver, WA 98660 A8 ,- 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. A8UP T� A8 A8 MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF NirN / \ / I \ / \ / ,•••,l \ / \ / VENTS AND SOFFITS W/LOCATIONS SHOWN ON Al2 l I I PLANS AND ELEVATIONS. ALL STANDARD VENTSTO X X STAIR 1 -T X �� - I N SIM# k X /� X •i 5 BE GREATER THAN 3'-0"FROM ALL OPERABLE \ / I / \ I / \ I M. I T / \ I I \ / I 2 f / N I \ / I / \ / I .' OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE X _ _ �/ _ 0 T 1Z _ _ NI X •{ 1 A/4.13 _ - X If �/ _ O N GREATER THAN 10'-0" FROM ALL OPERABLE / \ I ® I / f N / N I OPENINGS. G O i _ _ g 03 Q V _ \I V _ _ r 21. CRAWL SPACES SOIL SURFACES SHALL BE _ I pyr T u" 246N t COVERED WITH A SOIL-GAS RETARDER MEMBRANE _ M--�24B 246 ® z A. �►--I 20 24$ f 24B �24BI 246 N N 2<3\ (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE I O 1 RADON GAS MITIGATION SYSTEM. m GARAGE 1 GARAGE 2 GARAGE 3 U W • J 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ Ti C , GARAGE 4 GARAGE 5 GARAGE 6 GARAGE 7 GARAGE 8 GARAGE 9 GARAGE 10 DESIGN BUILD AND SHALL BE PERMITTED UNDER A y F Io m �.' 1A DEFERRED SUBMITTAL, A3.02 2 ` 22 UWATE- b 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER kr 24B SIM Mr T - PAINTED A7 C. YELLOW INFORMATION STRIPING4. SEE DETAIL 5/A8.12 FOR NONRATED WALL N I •4 •4 A4.13 4 ® •5 4 4 4 4( 1i (Al 4 Iq• •� INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. II _ 'e - - - - i --- j - , , i • , . CORRIDOR J _ _.. _ - - - WALL 1 "' o -N-- CORRIDOR 21 o in b U") in 1 10114' 6'-6" 3:- 10114' 2',; 10314" 11" - 11114" 2'- 101/x" 2'-931 " 3'-7" 1-5112, 2114" 30 ,,4'-81/4 4112"±1 1110 , ' - to 2 Lr) -82 .� _ .� •. •� •r � -� •- �'' �_ •� •�_ �f - � •- _ - A - `' CORRIDOR /19 a n i- 1 WALL r7.- SEE CIVIL ' `1 �� ` IN 24B- 3E1INd FP ,^ �' FOR RETAINING I I '51 . A5 EC A" El: A� I A- 31:1 A5 .- / 10: IFJRETAINING WALL WALL N7 E . STORAGE STORAGE STORAGE I I I STORAGE STORAGE • STORAGE STORAGE STORAGE STORAGE • STORAGE STORAGE • STORAGE 'STORAGE SEE CIVIL PLANS • 0co TI w vo aE SwJ� M 26 ACCESS A8 11 26 ^a 26 26 HATCH Q ^� .:< BOTTOM OF A HATCH TYP • _1 Lo. 2'X 2' a,- SLOPE _ & BRIAN R.FLEENER a 0 N 24"X24" co" p •• C.I r"' o ;�11 N J 12'-6314" 16'••71/2" Q 9'-3112" 9'-3" 11'-3" 9'- 1" 9'-2" h 10'-9" 10'-4112" 12'-0112" • 12' 9" � • in m 612S1 i7 • or - EXHAUST [ N VIAND,OR FAN CRAWL SPACE TOP OF SLOPE J 11'_1' EXHAUST / 4F Q FAN r f 7 r 1 - WOOD FRAME 1 i 7 - r - n SHEAR WALLS- 1 - - - - � SEE STRUCT. } r L J I _ L _ .J L _I 21 Plex-- - - - _ - , - 34 Basement Floor Plan co .7 I u_ Q'J a-I I= .7 I=-.:Z Q Q a O. a uxr CO W I- w CI) 0 co0 0 00 rn c =o al E 1 05.22.17 Project Coordination iLii 1 PROVIDE KNOX COMPANY # Date Description F- RAPID ENTRY SYSTEM(S) >Idi PER EACH BUILDINGS AS Revisions ix A3.02 APPROVED BY TUALATIN L VALLEY FIRE AND RESCUE January 12, 2017 ti Date Un CO r BB, DG, NE 'c o Designed By m o DG, NE, NM Gs U Drawn By a KJ co Z Checked By Co . 17$57 0 N V Project Number .5 C4 a CO Cn A2 A2 . 00 00 C-. Sheet Number 1 BASEMENT FLOOR PLAN Copyright 2016 A2.00 SCALE: 1/8" - 1'-0" if this drawing is less than 24"x 36",it has N been reduced. Scale accordingly. E FLOOR PLAN NOTES • ó • •• • 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD _ ,t., .44;, AND EDGE OF ROUGH OPENING UNLESS OTHERWISE -.‘, NOTED. . • • 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL :." •" LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. il •• • .. •i 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI ,. //►► I ACCESSIBLE DWELLING UNITS. Ota : P vh TECs, inc 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR DIMENSIONS,TYPICAL NOTES,AND WALL 808 SW 3rd Ave, Suite 300 ASSEMBLIES. Portland, OR 97204 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Fax 503.415.2304 DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. River Terrace 10. SEE DETAILS 131 A8.11 AND 14/A8.11 FOR WALL INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ON PLANS.WARP CONCRETE AT WALLS AND East COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5%Ak MAXIMUM SLOPE. Condominiums 12. SEE 191X8.11 FOR FIRE EXTINGUISHER CABINET A4.01 DETAIL. COORDINATE LOCATION WITH FIRE YA A4.D1 (-E.-D YD N1/3.01 0 MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY SW Roy Rogers Rd. 1•• SIM J411) SIM AND AMMONIUM PHOSPHATE BASED DRY CHEMICAL Tigard, OR 97223 mikIN MANUFACTURER'S STANDARD ENAMELED g , . I=.7 1r Q M tX -J �� CONTAINER w U) w ai r a r 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE • MECHANICAL DESIGN/BUILDING DRAWINGS. f i I 147'-2" I L 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ^ ELECTRICAL DESIGN/BUILDING DRAWINGS. 37`- 11" 10' 0" 42'-2 3/4" 57'-0 1/4" .1f 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER • 'r DESIGN/BUILDING DRAWINGS AS APPROVED BY 12'-9" 13'-3" 11'-5112" 5112" 5112"� 10'-91/2" 7'-6112" 1'-g 8'-7112" ,?'-7" 10'-7112" 1 14" 10'-43/4" 12'-2" 10'- 11" 1'- 1134" 8'-8" 1'- 4" 11'-8112" ." .r y X .f - .' FIRE MARSHAL. 6'-0" 0" '-0" 7" '-0" D" '-4" '-0" '-0" 3'-0" '-0" 0" ' 0" 3'-0" 2"3'-0" 0" 0" '-0" 11" '-0" '-0" 3'-0" '-0" 0",10,03'-0" 3'-0" 0" 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, • JI J / . y3 J SECURITY CONTROLS AND ELECTRICAL / .f 3R_ • Ir' • '- L I 1 , J Jam' J� r, •f rI '- J� O. f 4.- I 1� r r If'" 4i.° �. L f I L 3'-9 1/4"-� 3'-4 1I2"fes 3 1/2" 3 1/2"' 3 112" 1'- 1 3/4"" 3 1/2"'' 2'-2 3/4"- 3 1126' 3 1/2" 2'-0 1/2"J 3 1/2"- 3 112" 2'-3 3/4" 3 112" 1'-2 1/4 3 1/2"- 2'-6 1/_" 3 1/2" RECEPTACLES SHALL BE MOUNTED BETWEEN 17. AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL 3 PANELS TO BE LOCATED WITHIN REACH RANGE OF A5.01 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL Polygon AT GROUND FLOOR UNITS. Polygon 1 I I SIM 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT 4 DRAWING PACKAGE. lVorthWeSt -I = = -04.11 18- SEE DETAILS 91X8.11 AND 10/X8.11 FOR INFORMATION REGARDING JUNCTION BOX 703 Broadway Street, 1 1 cv 0 0 o O 0 -� - PLACEMENT AND DETAIL 11 /A8.11 121 X8.11 FOR y PLUMBING PENETRATIONS FOR ONE AND TWO Suite 510 N. ♦ 1. r ` -� o - - M- 3 FE •uU! - - - o - Q__O_ - 0 0 \ ell- HOUR RATED WALLS. Vancouver, WA 98660 kr ---- °I' I I L-+- STAIR 1 1 1 ,� 1 1 11 ' r_ --- g�.� 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR >a J I I i O o 0 0 O Q O Oir, L `� - f° 20. SEFRE ELEVATIONS FORME DETAIL(AND INGE ALL UNIT VENTMB LOCATIONS. _ I 178 r o B3 e h SIM SIM Q a �i�� ,� MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF iv q� 3 2 SIM . 5 KEA) VENTS AND SOFFITS WI LOCATIONS SHOWN ON �� __ , PLANS AND ELEVATIONS. ALL STANDARD VENTS TO �`� p p __... X4.13 O X4.13 I� / A4.13 BE GREATER THAN 3'-0"FROM ALL OPERABLE ki- { 0; 1 r ® = r/ O OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE UNIT 2.4 - B EI _ UNIT 2.5 - B UNIT 3.1 - B - "'w GREATER THAN 10'-0" FROM ALL OPERABLE Eo rte _ I,r I . .-. I `i!€ i. _ 20 � - .-' ` 2 A3.01 21. OPENINGS. SOIL SURFACES SHALL BE ti 1 i COVERED WITH A SOIL-GAS RETARDER MEMBRANE N �O F �� - _ 1 �� �� �-- - N N (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE ��`"' Imo - MILIJ I __ RADON GAS MITIGATION SYSTEM. �t (----- roil , . 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ CII> . ' 2 N I _ _ _ _ . DESIGN BUILD AND SHALL BE PERMITTED UNDER A o • I� UP © 3 �� I - 4"/12_ I DEFERRED SUBMITTAL. cn iv I I DN • © 3 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER o \\AvantA3 _-`-- 7\---_____ .___--) / �- a INFORMATION Q► / I I 1 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL -, - - VNi 01 �' _ _ ____ i10 ,__ . J I N` INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. CORRIDOR co ._.____ �',� .._ I I I , _, ,� WALL ,,,,,, Li ...___ I �� b " 20 I 31 CORRIDOR I b r - u' 'n ��+ i --�• 20 I N o to En M PARTY __ - �- - _ `� - ----_ - _ - - - 11 1 1U - 'J t` �,k CORRIDOR Cill �_ LL__ _,L 1.__L_ion / , 0 Lel I Id I� L1---- Ilk .//, 0 1 Lal I Mil MI I , WALL co co WALL oII 01 t:- !,s• n - 04-1 III 1;- Ilk Thi. ' I 1 N i p �J. I©� Obco OD - - - ic.._ -_ I o cn R d If h J - -1 I _ 0 3720 iii 4II IS iR SII I I-�'II i� - �, in L' m cn N _ I .. - �� N BRIANR.FL t R a cn ro �� cn - 1 D I 241i I 3 in Min j7 � SIM --- UNIT 2.3 - B I +► 1 • a_ N N J 5 ) SIM - - -- i I N cn a�-r� a,OR ' ` 5,� © UNIT 2.2 - B 0� _� UNIT 1.3 - B 20 --r UNIT 1.4 - B �1 , &i, X4.11NglirV - - - I © N / STAIR _ _ _I I ___ _B _ M r l , ,,. in 1 ...0,. ... r- 0 0 1 0 0 10 O 0 1179 !1F I __I 21PlexFirst CO - - - - - - Floor Plan Oo0 000 © © © • I I o , 1 (-2- 2' - 3 912"2314 3 12" 1'- 111 1/4"---, " " " " " " " " " �3 112" 3 112" 0 " " " 3112 2 - 1" 31/2 312" 0 3'-0 -73/4 31/2" 3112 , u_ ;.3112 1 8314 3112"-, 31.'2 '- ,, r -1' 0 2 -5112 9 1/2" LiJO �3'-0" '-0" 4'- 1" '-0" -6' -6� '_6,,c,_8 1/2" '-0" '-0" 1 1/4" j'-6'�'-6 '-6" 3'-0"'\ '-6' '-6" -6' 10" ,-0" '_0" �3'-0" '-0" �3'-0" '-0"-10' f3'-0" 3'-0" 3'-8" 6'-0" 0 10 1/2" 'E`er .r A -aJ �+'r J°- 1 114" +r / J , dr r •f f • U (-- 3112" 17'-9" 1'- 1" 9'-8" ,'-11'' 10'-7314" 4'-3" 9'-8" 4'-8112" 10'-6112" 1 6`-9114" 9'-7112" 2' 11,' 10'-3112" x51/2"� 5112" 11'-5112" 13'-3" J 9'- 1112" 3`-4112" m Jf .f •i •f .f •f .f '► r� if` d •T = 44'-4" 29'-31/4" 29'-31/4" 10'-0" 34'-31/2" , �3'-41/2" I • I - .. __ ._--_-.-._ .. --_. 14T-2" I • PROVIDE KNOX COMPANY cu -_ , RAPID ENTRY SYSTEM(S) 2 < Q < Q XI- ~ Q PER EACH BUILDINGS AS # Date Description 0_ 1 - w c~n w vi APPROVED BY TUALATIN VALLEY FIRE AND RESCUE Revisions a� ( 3.o ) January 12, 2017 a ti Date m BB, DG, NE 2 o Designed By 2 DG, NE, NM m 013 Drawn By o KJ co z Checked By co 17857 N Project Number t co M A2 . O1 0 IM °6 1 FIRST FLOOR PLAN 0 Sheet Number ui Copyright 2016 iz. A2.01 SCALE: 1/8"= 1'-0" If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. tr N • • • FLOOR PLAN NOTES 0 ••• 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD `' ' `• •• • • • •• • • AND EDGE OF ROUGH OPENING UNLESS OTHERWISE ° .„; • NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL "'`°'T :4 ,76" LEGEND SEE SHEET A0.01. ••• 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE • SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPEAOR B ICC/ANSI Ota:c Arc 'Itects, Inc., ACCESSIBLE DWELLING UNITS. 808 SW 3rd Ave, Suite 300 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. Phone 503.287.6825 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Fax 503.415.2304 OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY 9. SETNG AT ALL TUB/SHOWERS. EISHEET A1.11 FOR ROOM FINISH SCHEDULE AND River Terrace FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 131 A8.11 AND 141 A8.11 FOR WALL INTERSECTION DETAILS AT 1-HR&2-HR WALLS. East 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN E ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING Condominiums 1.5% MAXIMUM SLOPE. YA © YB YD A3.010 dik 12. SEE 19/A8.11 FOR FIRE EXTINGUISHER CABINET A4.01 A4.01 DETAIL. COORDINATE LOCATION WITH FIRE SW RoyRogers Rd. SIM SIM s . MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 11 EXTINGUISHI=R WITH 10 POUND NOMINAL CAPACITY Q 1 J 0 �� Tigard, OR 97223 a I= W� Ui C IMP0 NW qiir INMANUFACTURER'S STANDARD ENAMELED CHEMICAL 147'-2" r F CONTAINER 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE f, 37'- 11" , 10'-0" Ir 42'-2 3/4" ! 57'-0 1/4" .� MECHANICAL DESIGN/BUILDING DRAWINGS. ,- " " 14. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE 12'-9" a" 13'-3" .r 11'-5 1/2" 10'-9 1/2" .� 7'-6 1/2" r , 8' 7 1/2" � 7 10 -7 1/2" 10'-4 3/4" / 12'-2 i'f 10'- 11" .� f 8' 8" F 11-8 1/2" .r ELECTRICAL DESIGN/BUILDING DRAWINGS. 1----51/2" 5 1/2 1'-6"- I1 1/4"-' 1'- 11 3/4"-_ 1'-2 114"-' 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 3'- 10" 6'-0" 3'-0" 3'-0" 7"3'-0" 3'-0" 3'-0" 3'-0" 3'- 3'-0" '-0" 3'-0", 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0", 3'-0 3'-0" 3'-0" '-6"3'-0" 3'-0", DESIGN/BUILDING DRAWINGS AS APPROVED BY .r �° ' 40-1R .� J' 1 L 1 14° / /' ,'r- �1' (Yak �`J'r / / 6 ..0,-----4'- i a' �' / J' 40-4 r- �r .r .:'� * it 4''� .I�-- - 4- FIRE MARSHAL. 3'-4 1/2"� • 3 1/2" 3 1/2" 1'- 10 1/21"/ 3 1J2"' z'-3"J 1'• 2"� 3 1/2 2 - >_ 1/2"-/ r3 1/2"' 2'-0 1/2"-J 3 112"' 2'- 11 112"- 3 1/2"- 2'-3 314"J 3 1/2 I'-2 1/4"/ -31/2" r3 1/2"' 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 17. AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL Polygon A5.01 I PANELS TO BE LOCATED WITHIN REACH RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. Northwest i O�}k A rQ�} 1 1 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT I N ' i YY e ` DRAWING PACKAGE. J -� - _ _ O Q 4 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR 703 Broadway Street, ° 1�1 n �1 1� r- --, h` O i O ° i II 11 0 °r. ry--� �� INFORMATION REGARDING JUNCTION BOX Suite 510 � . J. - - - - t - 1 - I� - - ii " ` 4 1 +� --:..--44- - GO PLACEMENT AND DETAIL 11 /A$.11 121 A8.11 FOR O 0I ru 1 1 0 ° O 0 M PLUMBING PENETRATIONS FOR ONE AND TWO Vancouver, WA 98660 �---, STAIR 1 0 0 - I o o - ,� ..----ate �� MI 00L 6 HOUR RATED WALLS. .4 F � L a �� I O O 19. SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD DOOR A' o l ` `---� r SIM IP b it FRAME DETAIL(AND HINGE JAMB DIMENSION). ° I 3 SIM i O cn c o 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. irk MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF N SIM , A4.13 UNIT 2.5VENTS AND SOFFITS W/LOCATIONS SHOWN ON 1 kr �� � _ ��� UNIT 3.1 • J O 1 UNIT 2.4 e 22 • I O5 fiDil' PLANS AND ELEVATIONS. ALL STANDARD VENTS TO MRL ji r BE GREATER THAN 3'-0"FROM ALL OPERABLE O I i •-. ---------. ailia N OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE 2 A3.01 GREATER THAN 10'-0"FROM ALL OPERABLE to 1 w iDr ==c1 -iiir . I co N OPENINGS_O I __..___ -- N 21. CRAWL SPACES SOIL SURFACES SHALL BE ,in ------- I i i --_ �, COVERED WITH A105' -GAS RETARDER MEMBRANE _ ' �___ �j (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE • 1 II I RADON GAS MITIGATION SYSTEM. A3.02 2 • I• N r ___ _ - -- ° 1 i `� DN UP -�1 1j �� I 2,7," 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERSI iv I i �la - I"�" I DESIGN BUILD AND SHALL 13E PERMITTEDB UNDER A I z �� Ic in IKI / �� I . o ?Na- DEFERRED SUBMITTAL. i c' Q � 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER a' I . \\ ----- Irr _ O !� 8 ice_ p� I i II �J - • /� - --- N INFORMATION _ _ _ _ _ , CORRIDOR 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL ..___01 ,..v -Li_ �` f� -- IiLJ i I o PARTY WALL INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. 1201 � o ( II CORRIDOR 0 `"J 1 20 1 Eo - iv o 1(71) CORRIDOR 2 PARTY c � 4_ { - - - i1IL- - LUP -J I I Li i oT I < WALL - ' © �� I I �- O I I . _ ' - WALL �I � � :� - j � � � � � L � FL-- STAIR2 �� ��03 kr I0 --- LI _ L J L� tom_ �_ l 1 IL1 i ..._.._.. ti 4 N l I / N , 4 al I I M I , I0 ©b I r `�,.�...' ' - �, '. 1. N - - -- • �3•- Ila. - p c----- cfs Ai c.i 11} L-m-"rj id ol N = 1 I I - - - p UNIT 2.3 1 JC> K.. - N BRIAN R FIB.€E fR 7UNIT 2.2 , UNIT 1,3 UNIT 1.4 _ - - I 3 �' `D T - •• l /Zf r(1 Q. N N 5 ) \ SIM I O c c� J ii SIM 20 �_ -_� 1 I PORTLRNQ,CIR B3 _ o 00 00 00 , � �,� .,_. . , (-- 21 Plex Second • LI ,�a ,, �0 O 0 ° I - 1------µ� - meq ° ,� � - - .. -- 1 - - LI L ; ° , ._ ---N-,--- - 34 3 3 3 LS I Jut 3 3 3 1 - 3 3 3 ° �_ __ O LI O O a .. . u Floor Plan 000 000 011A000 _..., -\., _ 3 co > 1:i X5.02 2 ,3 1/2" 2'- 1" ,3 1/2" 2'-2 3/4" 1 :3 1/2" 1' - 11 1/4" O 3 1/2" 1'- 9 .1/4"- 3 1/2".- 3 1 t2" '-0. 3'-0" ,_ 3 1/2" 3 112" -_, -0" F-0+r " 3 112"� 3112" ,-0" -0" 3 1/2" 2'-4" 3 1/2" 2'- 10" x3112" f \ -. �'-3 114 Lu 1 3'-0" '-0" 4'-0" 3'-0"1 i'-6' '-6' ?'-6',/-8 112" -6 '-6' '-6' 9112" 3'-0" '-6' '-6" _6.3 . x10" 3'-0" '-0" 3'-0" 3'-0" 3'-0" ' 0" 3'-8" 6'-0" 3'-4112" p 10 112"� / , ,; .,� 4' , I 1 114"l 1 1/4"-\ - S 2'- 1 1/2" 1 .' .' .' 3'-4 112" U -1'-31/2" 17'-9" 1 �I" 9'-8" .1; .r 10'-73/4" ,� 4'-3" .r 9'-8" �4'-81/2" 10'-61/2" , 6'-91/4" .r 9'-71/2" . (, 10'-31/2" X 51/2" " 11'-6" .r 13'-3" �, 9'- 11/2" , • co 44'-4" 29'-31/4" 29'-31/4" 10'-0" 34'-31/2" 3 I 147)-2" I I - -- -I m L a aa ki ca_ 1 o. w icn w ~ cn # Date Description 1- Iii li\ 11) CO 13) 1311 Revisions ix IS • I ` b., 4 A3.02 January 12,2017 D. Date Loc BB, DG, NE c o Designed By cl ,n DG, NE, NM ro o Drawn By 0 o KJ N z Checked By c 17857 0,1 Project Number tr 0 c M A2 . 0 2 2 `3 1 SECOND FLOOR PLAN Sheet Number 6 0 Copyright 2016© E A2.02 SCALE: 1/8"= 1'-0" if this drawing is less than 24"x 36",it has I been reduced. Scale accordingly. co ce N FLOOR PLAN NOTES •, 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 0 .a AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. . _ ••• • OD 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL ` ` ". t :. 6 LEGEND SEE SHEET A0.01. • • •• • 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE ••• SHEET A1.01. • 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI ••• • • •• •• ACCESSIBLE DWELLING UNITS. • 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Ota�c Architects,roc �E?L; DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. 808 SW 3rd Aye, Suite 300 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. Portland, OR 97204 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Phone 503.287.6825 DUCTS AT FIRST AND SECOND FLOOR/CEILING Fax 503.415.2304 ASSEMBLIES SHALL RUN UNDER 1-HR FLOORICEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 1 DETAILS 1 AND 141A8.11 FOR WALL River Terrace INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING East 1.5% MAXIMUM SLOPE. 12. SEE 191 A8.11 FOR FIRE EXTINGUISHER CABINET . f AkDETAIL. COORDINATE LOCATION WITH FIRE condominiums Ai MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE Y A4.01Ai% Ai co EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY YA A4.01 YD A3.o1 SIM SIM AND AMMONIUM ER'S A BASED DRY CHEMICAL SW Roy Rogers Rd. AskIN MANUFACTURER'S STANDARD ENAMELED F-Q Q �� J A4.12 �� CONTAINER Tigard, OR 97223 1 X ¢ 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE uJ r a / , 14. FOR ELECTRICAL LMECHANICAL IGHTING EQUILDING IPMENT SEE WINGS. 147'••2" •I'- ELECTRICAL DESIGNBUILDING DRAWINGS. r 37'- 11" `� 10'-0" �, 42'-2314" X 57'-01/4" ,, 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 12'-9" 13'-3" 11'-5112' 10'- 11" I ,� 10'-9112" T-6112" L. 12'-8112" 10' 83/4" 10'-4314" 12'-2" 10'- 11" 11'-10" 11'-8112" DESIGN/BUILDING DRAWINGS AS APPROVED BY L. •L •'' �' i' I FIRE MARSHAL. 6'-0" 3'-0" '-0" �3'-0" 3'-0" 3'-0"d3'-0"y 0"y.3'-0" y3'-0" 3'-0" '-0" 3'-0" 3'-0" 0").3'-0",, 0"y 3'-0" ,`3'-0"�y3'-0" 3'-0", 3'-Q'-51 " ,3'-0 3'-0" 9" 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, •' /0 IL '7 i •L _]"-'-__�I rr .0. `7 I F la --• IT •r •L Y •/ L j rI •� r ",. . r IF .I •L ^-3* ./ •1- 7�11� - •�"` 2'- 11"� 5 1I2"- 3 112"- I 3 112"� i 3 1/2"- "J 3 112" 2'-2"- 3 1I2"- 3 1/2"- 3 1I2"/ J �3 1/2"' ��3 1/2" SECURITY CONTROLS AND ELECTRICAL 2'-3 112 ____/1 / RECEPTACLES SHALL BE MOUNTED BETWEEN 17. 3'- 5 3/4".--12'-7" 2'-3 1/2" 2'-7 1/2" 3'- 114" 3 1/2" 2'-2 1/2 2'- 1', 1/4" 2'- 3/4"/ AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL PANELS TO BE LOCATED WITHIN REACH RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. Polygon 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT 1 DWING I V1i� I 18. SE DE AILS 9 A8..111 AND 101 A8.11 FOR Northwest I INFORMATION REGARDING JUNCTION BOX r= -_ - - - PLACEMENT AND DETAIL 11 /A8.11 , 12/A8.11 FOR 2 I 2 I I _ _ PLUMBING PENETRATIONS FOR ONE AND TWO 703 Broadway Street, -- +� 11A 2 - f HOUR RATED WALLS. Suite 510 - -°�J �L� ° • OS -OS - ~�~~ _ - © © °��_ - - L - -° �� _ � © ' 1 - 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR Vancouver WA 98660 ' iO .\ , 6 /-' o O O FRAME DETAIL(AND HINGE JAMB DIMENSION). , 7 „ - �r T O O I O O . 14 417 .- ,a--.----- r 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. � L-J le, L I-- OPEN -, n O 40 ' -F---914--9-7]• O O _ MECH DESIGNIBUILD TO COORDINATE LOCATIONS OF I ,' - CV VENTS AND SOFFITS W/LOCATIONS SHOWN ON a• r � \ SIM 1 ���� r PLANS AND ELEVATIONS. ALL STANDARD VENTS TO SIM 3 SIM `"' `° BE GREATER THAN 3'-0"FROM ALL OPERABLE N I © �� A4.13 2 a O " OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE c? = O ibmgr STAIR 1 ' I A4.13 OJ r GREATER THAN 10-0FROM ALL OPERABLE cra ; c� 4 - UNIT 2.5 20 H " S �r • 21. CRAWL SPACES SOIL SURFACES SHALL BE ' U UNIT 2.4 _ _ �. - i „ - /- UNIT 3.1 _ 2 A3.01 COVERED WITH A SOIL-GAS RETARDER MEMBRANE ] `' c in (MIN. 6 MIL POLYETHYLENE)AS PART OF A COMPLETE N CO U7 1 " 'N\-4- ' - �;� N RADON GAS MITIGATION SYSTEM. _ I i i -�- I N N 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ IDESIGN BUILD AND SHALL BE PERMITTED UNDER A A _ - i 1 J L J i ' ti DEFERRED SUBMITTAL. A3.02 2 • r N _ ----� 1 -- i i -- , --, 5 DN i i __ 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER M iv 0 i .I qo l ,I i i 1 INFORMATION _ _ i I I r i / i , 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL - = 1 ) i �[��\JJI r l 1 + �j�}I i i INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. ' C] ) ,Iti -- r_ ,� O �/L�L�U�� r n n . I® O / Ell ICsJ--�I -�L- ,---- l �� I �� - � c- 1 _ - �' I i � i - � �- � I CORRIDOR `�' �'?. 20 I CORRIDOR _ o PARTY WALL In r II '' I 'U' - 20 I :�, o in 'I M PARTY € i i I© - - - II I - �`' -�' WALL WALL _ I O - 1 LL__ II I ,L1-_L- O ��m11 �..�..,... Lam._-l_ • i._..L. -_J �� I ' -� Z.-) O Ill p Z LID • , CV CO I -I //4/ U I I \‘„...:.__. CO N t. __, i i co . 1 u $ 1 \___, pl u 0 . , ,, , DN L .___ • • i • ., 41 , , ---1.:101 _ T _ J c.,„ --I I Iffi 1 1 I WI N "' -� I �� .� � _ - _ � j O K-' _ N BRIAN R.fLEENER4 N- 1 1 � l:tfl� • a. N c.-3 �� �_ glik SIM SIM 20 r►-- 20nclf-s' -----4 i UNIT 2.3 N €'� Tl.� i}, t}R II ,> ' NW UNIT 2.2 NW UNIT 1.3 UNIT 1.4 STAIR 2 © I I ,/7\t -�,` _ I ( C.) OPEN ° ih O O O O O • - , 'Kt 21 Flex Third I _ _ , �i '- I 34 T"1-"i 2 b 1 1� iC2) �� fl. ) (i) -j) C o Floor an 11 cci 4 (0,5.02 " " " " - 114" 1/2" 3'-6 '/2" .3 1/2" (1'- 0 3/4" 3 1/2" 2' •4" ,r3 1/2" -2'- 1 , " = 3112"� , -9114 3112 31I2� /2'- 1' 3112" 3112" 2'-2314 I -5112" 3'-7112" �3 _4112C7 3'-0" '-0" 4'-0" '-0" 3'-0" '-0" 4'-3" F3'-0" '-0- r 3' -0" '-0" 6'-41/2" -0" -0" 3'-0" 63' '-0" '-0" �3'-0" ,3'-0" 3'-0" i '-0" j3'-0" '-0" 3'-0" '-0" 6'-0" ,� 10 112"� •t / / / �R-, �r 4► , '►r •� .� / � "'r /� yE " •P •• •I •L , " 0 ;0,,..;;-1-3 1/2" 1 T 9" 13'-8" r' 10'-7 3/4" .i(-I 1/4" 18'-7 1/2" •, 10'-6 1/2" ,�1 1/4" 18'-6 1/4" 10'-3 1/2" 1/2" 13'-3" 9'- 1 1/2" 3 -4 112 �. U 44'-4" 29'-31/4" 29'-31/4" • • • 10'-0" 34'-31/2" c 4 147'-2' .._ m I I I I CC -I � J 1Q >-Q I LI 1 w V) w V) # Date Description Revisions he 410A3.02/ 0 11:1) 4:111) 0 January 12, 2017 a. 1 / Date r. in m BB, DO, NE o Designed By DO, NE, NM oDrawn By 0 o KJ C4 -ii3 Checked By z w 17857 (Ni Project Number SIX 0 s� A2 . 03 03 °° 10 Sheet Number y THIRD FLOOR PLAN Copyright 2016© ai LE A2.03 SCALE: 1/8"= 1-0" If this drawing is less than 24"x 36"it has 5 been reduced. Scale accordingly. CD N ce ROOF VENTING CALCULATIONS ROOF PLAN NOTES 0• • • AREA IDENTIFICATION ROOF AREA SQ. IN./300 REQUIRED VENT PROVIDED VENT AREA(SQ IN) TOTAL VENT AREA 1. SEE LOWER FLOOR PLANS FOR BUILDING DIMENSIONS. • . .. 4,, a ••• • H SQ. FT. AREA(SQ. IN.) LOW HIGH PROVIDED SQ. IN • r • - ;a= • •• 4 ( ) (1)x 50=50 SQ. IN. (11)x 50=550 SQ. IN. 2. VAPOR BARRIER AT INSULATION TO BE LOCATED IN WARM SIDE OF • :• . ,. ; : 40 • : •: ELEVATION NOTES i'• • a. 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR O © TAGS. .... • • •• 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. : : A4.01 A4.01 .:.,. • ••• 3. SIDING TYPE REVEALS&BUILDING COLORS SHALL WRAP 40 111,1) illi) G 49 AROUND CORNERS INTO RECESSED AREAS UNLESS '""` ` :`'°'. • •• •. YD YB YA OTHERWISE NOTED. �, IncATTIC ROOF V N 4. SEE 11 /A8.03 FOR TYPICAL SEALANT JOINTS, SEE Otak Architects,itects, 1 FOR BUTT JOINT 5/A8.03 808 SW 3rd Ave, Suite 300 2"X 8"WOOD FASCI•. © CI I I FIBER CEMENT LOUVER TYP - I FIBER CEMENT MECHANICAL VENTS S. SEE 14/A8.04&13/A8.04 FOR TYPICAL ROOF Portland OR 97204 A8.03 BOARD SIDING 6"LAP SIDING A8.04 WI 3'-0"RADIUS CLEARANCE PENETRATIONS. Phone 503.287.6825 CLASS ARCHITECTURAL TYP TO OPENING, SEE 2/A8.04 GRADE ASPHALT 6. SEE 86/A:8.0. 3, 9!A8.03 & 71A8.03 FOR SADDLE Fax 503.415.2304 SHINGLE ROOFING I 12" FLASHIDETAILS AS NEEDED. IP ii II= iQ il 12" 10 10 7 10.41/". 7. SEE 03, 3/A8.03, 4/A8.03 FOR DETAILS AT A8.04I ELECTRICAL LIGHTS, COMMUNICATION PANEL AND 10" / " A8.03 TYP A 12 EQUIPMENT. 12" 1�- A$.04 /4104114 12" 12Renlmnlml�mn 11IM11111. RlVef Terrace METAL DOWNSPOUT 0" /J 10" D r.iiiiwommi°nill ar12 i1,. �� 12" TYP ` inn�7"I11111111131111111111.4 lllil ,lr, 6 R ON METAL GUTTERS i n>�lnlmn"�nnmrllIr \ R 12" x!11,,,1 ��nrrnl<Iwr rimrl�Elin Q 10" 12 \I 10 WOODEN BRACKET 12" ,1�i1i!far mmi n 1 i e iti �' " 10 yin 1111I1n1mn111r, A8.04 ,�.. .,I��11115. I .,�Il11111 Il Cill' y1Jl q�11,111111r11xI�11. .i .i 10" .n ikl;,m , nl•nlmxl 1 111[N 10" I �IljlrnlnllElr�lklmnlmnlrran. 1ELEVATION LEGENDEast _ __ ___ 1- mum ■■�1 1111111 ... _. ... n,. rnlnln Inm 1 �� THIRD FLOOR TOP OF PLATE WOOD TRIM l ni ��/,� ,.I 1u1: +.illnl ��I � aim. ," mit f I II 11111x, 11m,mnlr I '+Illi Ilr 1 ■ ■• MIN 111111! 11111111111 ! 11111 Irw.. ■■__ Mit m�r 39' 4 71$"-� 1 Timm + l�ii 1 ■■■' ■■■ um. r I nnk1111 lllrnl_ Inlmn ml !. 111uuun 1n1i1111 m. 1 ' • MINI 11mm1 mlr11 •11ir! I O ■■ .1. ill. ,(/ Il r 1l :I MI. ■■■ E■ lemur ullnnn ■■I ■� + mIm ____. _ _-. , +m�: ■ _ - F _- FIBER CEMENT LAP SIDING 4" EXPOSURE ao I '�li nmm� uI!1m11111nnr nl1 Inlml Mlle., -1 - n: unl Condominiums Mlllil�111 .■■E l.!�■` 111111181 ■■ ■, iI11L t 1Fil ■i�.-... - 1 1111 ,■■ ■■ i1111[k�111 111 1 ■■■ Q IIIi�r m� •, ■■■' lull!ll ■■■� ■■■ y7iI1'� 11 �, .nl'i .dR12 I __-`--- VINYL WINDOW WI s-l;anrl I LIMN mu i tat 8.0 •1 P11111. x11m1,111w1r F u1.. mums rook i w uiuNrnx11i lie a1xl IiJ I.li II 1111m1r 1111 11 IBM I llllrxlltl3•Ilwrl _ 11l�� 1111111fl Irlxn i I NMI ILII , WOOD TRIM OM a urnnl ml m Iru: n t�nkli�ii nn11ml1mnu 1n1�� AIM; nrmu i n I Iflllll11n1� 1111 �9; I A8.03 Mr `� • '!. INV It - - -- 1111 n 111EN11, 1111111111111 I rel 111111 111nlrll11rr 11l[mnrnr .ill .Inxrlxl• o ._..,...__._.-,_. .._____ FIBER CEMENT LAP SIDING$^EXPOSURE� ■ [111 I )III = - _ - .. ■ ■ 111 ill ll x11111 11IRrxn [m - ... ... E ix II 11 ----- - ii11N aliti1L in-ll.-_._-._E l _._.--_ i1 my --- - - 3 pis;; 1 _.. .F i II.it - (inr -' •••••L.. 1- [-____________„_1_ ._.__..._._. ...�.�-� SW Ro Rogers Rd. ". .,,. d I Hi III m m Y g 1ahw�, - r, MI l an, y IMMr a. " ,,•.��.. � g ry�n z 1vIr I R ql.n n i IIIII111I1I1jlnv__.-----1 Hill >1i I iii re l Illililil:.. . Nan r m�u[A1�J,,lIii ilillf IRI•••••�••�t•• - Ili 1 Ill I' tIIPIPIPIHI 1I1O,IIH!i •.....^ FIBER CEMENT ilnln inure ,.... ^L.JIM ill 1 111 • = rink 111Ir111r1; nrrlwmnl .,lulmxxrmrll I I IxlnrmnlFnlnnnrleTln;mmllrlxl 1.11111 1111;11 1.% THIRD FLOOR TOP OF SHEATHING AIL 11 11 -- __ glia Irl !HRH!!! I Ir[ I/Illn I/rrrrf111•. 11111 TITIN .,-. -• 41111 111111l� - 111111nn1111n11111Ip111111M911llnrin III I ,liiii:l..:: " 1'I ;1:rLtz1��7:.'L',a.T1�TCr7� Tigard -- .�. /r1Eii11 1 i 1 In111flturk1mlrnln[1111illtmr�l•11r I III 30'-3 314 LAP SIDING W/4" _� E �`. -- ME lnum A$.0 x�nux11ru11lxmnulmn111ngi1in . _ . "---'- a_ :z r - .- BRICK VENEER r OR 97223 t1 limy 11'11, l iv;wiiillinl7lnsimiinlnilninin -- SECOND FLOOR TOP OF PLATE �.:--_._z.-, .-..a._.r_-z'=`:� EXPOSURE - .... __ ■�l l luimrp I�� , lolly �_ 1 e iw I rI - - \ H. Ir11 m11 .■ _ +E1 +fI 29'-3•• J_ 9 mfr �'■■ FIBER CEMENT T rrur� I 1 1 1, 11 7_11= - 1 � r SHINGLE SIDING % O T■ 111x� _ 8.03e1 r I i I� _ Iwn�_ i i - 111 _ . - +' I •_jt = I Ik[I J = - - ..1111111111 a _ ' __ w O \ •-•' •--- i 111. - i �/. 1� I1111 I - Ir11x1r1k1 4 - 1 Z ! 111 i 711-�--- 111 r�/il 11111111111 c I11� .. .. I . II1I'.r!iillrll lE - - '7. ��_!� SECOND FLOOR TOP OF SHEATHING 1 111 • lllllilli i 11!1' ,, _ _ 11111mt1n 1 1:1111111!' 0/_ 11[111111111 1 IAA -_- -lflllll 1 Ilp .. i __ __ _ -H-_11uf1111ir1f11k1 11 •.-'l7. 20'-1 7/$" �I EQ EQ ,.. AS.O1 ,� _ : s111t ,1 EQ EQ ff I EQ EQ iucslllnn; •EQ EQ l �! d 1;' t 1 , s :1111U ■ I1� I i �_ A8.0 FIRST FLOOR TOP OF PLATE -� : ■ �� j?El = , nnnn1 ... FIBER CEMENT �-, 11111 LII _ - urnllll 11 i■i�■■■■ I�- Ps .LATE SIDING - �, . . A8.04 i I - 19'-1 118 II IE Am ■■■ : II � _ ■■i - ■■1 _ Am 111a; 1 . 4 JA I11111111111153 nSi1n°,n' ! LIJEII- 11 ■ cn R .,..�.. - _v l,l 111 II1N1 8.04 I 1�iiiiuini kl ■ •� , 01J�• •Ii _.,_: _ it ~. . _ x ■Iklrrrl: t L _ lIL Polygon ili -- J. _ - 111111r11Fi1 1 `1 1111.11.1111. rilr aIe ll 111n1r"� : Imim - 1U1111lirki I - _. .., 11111 --- -- 111,1,- -.- I I Iii ..._..! - i x,11 altllrrrrll Is - mm1ll•11IEwmui E,'.�, . I�' 'Il , E' ,.RRII[[rr[ -` li i nllllllllllllnlalnl.' !''Ilk VIII ILII .I I •,. Northwest E - -- urlmrua:rml+ruul.luxrlmlmmrul�_+ - __ -- + - .. __ --- - 117Ix,rIllxmtml11n11111111111p111r111 •��i [[l[[[r■ , _ �/.1111II 1111MRS __ 1[![[[[r[l ".1111111 11k111rr1■ il111uu1uE .n , xrml m11!nnmm1 � _ FIRST FLOOR TOP SHEATING �__ $A1 ;�'�- .�. *� \ WHIM iFai ION'g \ - 9 10 112 703 Broadway Street, -= - - �' - w - - . • -- --- BASEMENT TOP OF PLATE -- . _ _ - __ =-m rlr11rrrrrrrl a +..M_� 1111 ■■ _ 2.-.74': Y, N 8'-9 3!4" Suite 510 MASONRY LINE, ■I� � i�1 D P =- ■■ ■■IIf ■■ __ __ i■1 illlll ■ ■■ lill■jill■ il�1 ilk i�1 := _= Vancouver, WA 98660 �.� a SIM ��_�'� _= _=. _ � w_ =11 -_ °° 14 - _rte I __ $ _ , ====a I _= -_ _== _ ' -_ - �� _ , __ rn .' =si --- =; - a-s s--=_ _--1";==-_,1",12. = r1w•rw�awiiiiiii011Z ' -"a-ti - ------ ! Hi= _ •-r_ _-- A8.02 -- _-= .. ■ -- •8.04 , -_=t� I S-. _- 111:--= s' _. I L A8.04 , ---- i =t BASEMENT TOP OF SLAB •48.02 - --- --- -- I ter~ 0' 0^ METAL RAILINGS BRICK VENEER COLUMN N FIBER CEMENT OVERHEAD GARAGE FIBER CEMENT PANEL SIDING SEE CIVIL FOR 3 11 13 19 5 1 1 FINISHED GRADE AT BASES WITH WOOD 4"LAP SIDING DOOR EACH BUILDING A8.04 TRIMMED A8.02 A8.03 A8.07 A8.03 A8.02 A8.04 A8.01 BUILT-UP SHAFTS TYP 1 21 PLEX NORTH ELEVATION A3.01 SCALE: 1/8" = 1'-0" 2 a co1-- 66 N ,- co co N 340 (I) ,"11/11:1lj Q 372D iii iti BRIAN R.FLEENER4 -5. • yAtifti • %)0 TLA 0,OR OF 12" iZI 1l 6" 12" 21 Plex _1 R 12" 6 6" THIRD FLOOR TOP OF TRANSOM ip Elevations _• - /' 40'- 10 7/8" _ THIRD FLOOR TOP OF PLATE ii l �i1 1111 •q ,1,,,t,-, IIIL i� 39`-4 718° cfl .1•'1 • mil' rllr' Ii t1. rt , 1 nllriu (.u1 11x1 ' > - 1 n111I11 .i Iif,- �I f•IBbIlu,"irI IiSII!"wla.w■.I"Irl11wrI lilr■rIrllHlrttlgl 111"iwlrrlrrnII I1lx111 lilrlilr ll11mla111I111sl1 p(11Ilxlm1nirlmn1111nrm1llI rm1111x1!:' ,,,,7 ,115111 ■I I I II I ' 11111 ' r II 11.1111 --I k.mkIIllilrklll!lrilrlIxl 111k1kw111PI111111ir1t111x111111 ,'u lllgtn111n1 . 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L r.'.'. .'.. - - iB.D -=A8.Oi: ii� # ! ; r 3 _ FIRST FLOOR TOP SHEATING Designed By o �'""� co _ _ _j - •• J = � �' 9'- 10 112" al --- T+ = = BASEMENT TOP OF PLATE DG, NE, NM �, ___-_-• __ 8 9314 Drawn By • -FIii " eBRICK KJ Checked By -"'�' A8.0'1! __ row- ,....-...: VENEER NII -ma=r• N / :'::.)-s"=' -'MIIIIMILs1 . BASEMENT TOP OF SLABco 17857 NI 0'-0-0" Project Number co lV O co c'') A3 • 0 1 2 m Sheet Number 2 21 PLEX WEST ELEVATION • Copyright 2016© ir. this s less thn 24"x .- A3.01 SCALE: 1/8"= 1'-OIL If reduced rScale accordingly-8"it has a) c[ ELEVATION •NOTES ;• ;(13 .a:. •. 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR TAGS. .•.. . .. yi•. • .z,:4444• • • • 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. . • • =i3 e. • • • • • '.4 . • ••• © Allik 3. SIDING TYPE REVEALS &BUILDING COLORS SHALL WRAP A4.01 111DA4.01 AROUND CORNERS INTO RECESSED AREAS UNLESS • ... .. •• YA YB41YDll) 411) IP (JDOTHERWISE • NOTED. 4. SEE 11 1A8.03 FOR TYPICAL SEALANT JOINTS, SEE • JLU ,tt 1.4litF+c4sr i I FOR BUTT JOINT 51 A8.03 808 SW 3rd Ave, Suite 300 5. SEE 141 A8,04&131 A8.04 FOR TYPICAL ROOF PENETRATIONS. phonePortland, OR 97204 METAL LOUVER VENT TYP FINBER CEMENT SHINGLE SIDING 6. SEE 81 A8.03, 91 A8.03 & 7/A8.03 FOR SADDLE FaX 503.415.2304 FIBER CEMENT PANEL SIDING \ FLASHING DETAILS AS NEEDED. .,--------------------r/ il .1 CD i l ,� CZ 12" 7. SEE 61 A8.03, 3/A8.03, 4/A8.03 FOR DETAILS AT 2 X 8 WOOD FASCIA 12" _ ELECTRICAL LIGHTS,COMMUNICATION PANEL AND CLASS C 10" 12" — / 12„ IB a 10" I EQUIPMENT. i ARCHITECTURAL 10" D 12" Rlver Terrace GRADE ASPHALT ■ ii1. „ „ ': i2" .u;1�rrl{limn#1linln,ll XIII.. 10" D i I�iiil�liul"lullni,'il��illiinu'illi,lii'il. 10 12 +1111 r Ilunullnunnu ■111 SHINGLE ROOFING I■,Inireml�XrinX r , .{in,. 42" iiil�amnamnrl lIrnmmmn ANItr,. 10 �apl 1111X11yrli Trn1 Irnrlal In■,1' ••••ammo r 11,■mllrmn,u:mllam. NI i0" �;■ i ff1111111111111. a� nn1111gr11q Ir1� ....lR••••,....li...mliimiimi.,-,.11■■IL. " 12" yin Aft a Ilai•Mi� 1,IXXXIlln„111X1111{,11111,1111m111rn111134411:91i,m. 12 ailXm mi• 111X11 .10. ,nn11. t, .datHrmimmainnlfllll mic rumirmn noir " 1lnnmimin 111111111 1 .fliii Ii r' ± \ 10" Itigl llrm ammTril 1,' nI 1 2" tFl Imm•1111I■Ilamll!lr�il�l� 1 ,11 E lir AROMA=atui .rn�rrunimi1a1111 n " IL ELEVATION LEGEND East 3 C� Iir�llrnr1i1111an�in aX�rjr1n1�1n Ma � � 1i1111e11lnnnn■nl.nnlmlrinnnrlrlunrl 1 � �� - - - 10 � + 0 3" THIRD FLOOR TOP OF TRANSOM ..., d ,1{.11111 al rnm111n.,„ .1111111(111111111111111111111111111111111111111111111111111 { IIallr 10" ii VP / 40'- 10 718" i11q ���■ ul,nrna11mum,� � 111111,.X.,.. ....or....•r...�.nnlrl•" _u �•� •-�im11X11,.,....,...,.,.,.",...,.,. i•,, F METAL DOWNSPOUT n,limnra nur ..,._,..,_. ...,_,. _...,_..... ,IXII,m1 Pr lnluaulllnrunnnil■1ui11 .,... _....,_ �r� THIRD FLOOR TOP OF PLATE 1-------- -f--1 ---—-- _ ■ i S 1 i Fnlrumnni f [ III 1 I III!'` 1 X14is;r norm ■■■ 11 NM 41141iHmirmil'i'r'H11 Ifl'Ini1,'i1'i ■■■tiuifi EM ■■■` n � muni is nnm,mlmmrnmunt r slel it ii"' i — — — " mmmnru '� 111 ■■'■' 1■■■ FIBER CEMENT LAP SIDING 4"EXPOSURE 111 ,n11umr,n num Xnllluna11l 1X1.11 rmrnul IX111rn111rnnu,m.n111 iii 'r`" ` ■�rilli i i�'' i 39'-4 718 "-- — FlH1[NI47 ■ ■ 1 Ir:1111r1111111{ --- 11nr111111r11n„Ar 17nm■ IInITIXII - - - - �1 TH """"' 11111111! on om nIums 111117111 -P•�!••; ■■!.!!+_ rr.rimmit1r11TE a r, 'Nrlll I nrli iir -'• i1111mi1111 11111 1111. li'lli[II ■I 11nr Ell fill `•, ..1 • TI �kl ■I■ ••■ r ■ , Xlmn- nmm�lnl ' 11 111111111 ■■I I mimil l" MIMI I I■11111111111■IIE 1IIMn11E11111�1i1Fi�1 NM ■■ SWIM •:■■ ■�. �1I1 1 III 11n1,nilil� l,11tl11,' ■■' ■■■ =1X11■X11 ■■ ■'■ I ■■ ■■� BRACKET nrml {11n1{rrlr urn I Irnn11mnnml or! i •■■I■ ■II■ .nlm li►r X SW 2 X 4&514 x 8 Int■ml mn1111110 amn•ml XI11r Ilrnlllr1111111 minnamumasui UM VW rlpi I 111 IfClilriis Human i1Xu 111 FIBER CEMENT LAP SIDING 6"EXPOSURE S V Y Ro Rogers Rd. IIIIIIIWOOD TRIM I,r111111 ...inn,rX ' 1011111111 n1w 1 11111111111111111111 "'11f lI lnir�iiin'l m8n.ritioulaimaimi, 'I nl'EII'Xio'r 1mmm�im'#' Is �� ' Ir'e Ii�iilii� ,Illniil m IMP ' a§411 --------:--- ::...,:::: y g 1111111! ■ Illnln11mr I innal,l11i �.■ III IIImIIIn,X1rFl - IU111nlllrll11h► mn1 nrnll#111 ■ am ■ ■ 1 illrnlllrX1111 - - s■nmlll 1■11UX11■IX.. 111,11141 ;■1111 I n■H' s".i ._ "II 1 sum= _-_-_ _ _ _ X1111111 rl111m11{gr111i11!1i111IIilim,il 1 - = r ...._,., ..X.,e. ..X., ...m.,. . -. anr�r� � l► . �.._._..._ .m .::�. �► ��� - .....,. .... c� = - � ,- > Tigard, OR 97223 IIIIIIIIM i > _ Tia iiiiiiiiii • i ,1 ni 1eil!Iliiiriil rrrrllll' Ilia <' THIRD FLOOR TOP OF SHEATHING _ I= � BRICK VENEER 0 _ ..�. '!IIIIIII11, 1,. 1 1 30' 3 314" Co i N il � W iw SECOND FLOOR TOP OF PLATE - VINYL WINDOW WI ^^ ■il lair a r j: — — 29'-3" Q P -.• "# Iii4';;lr. FIBER CEMENT SHINGLES ...... _ 1•...111 1Ammo -1 WOOD TRIML - ,■ u, rr�: L. • ... .. ... - I 11111 1 1Jllllrt .-- 1 iill 1 1 1 _ r�.. – i — FIBER CEMENTBEE _ _ all ; _ ■ 4"LAPSIDINGrnr.1,FIBER CEMENT I wuii.ull _ — "` 1 pLAP SIDING W/4" _, . .,« ii i iiiiiiiifEQ EQ -;Ii SECOND FLOOR TOP OF SHEATHING12 n,•;�1ii4i■41 1 ,.,;.a 11 uuirrill - 4" I .,,■■11ii1111 i ; t "■I •••••••i•1' ' 1 ,":'!1:' / 20 -1718EXPOSURE7�Q r EQ f EQ --�I . _ ,ECS EQ EQLt � ,EQ EQ 4EQ _ ;■■� • - ".. _ — FIRST FLOOR TOP OF PLATE '__ - = =-= = 19'- 1 118 WOOD SILL, TIP ,._.= 171H +El _ ... - s __ -a"' __ .--,--: ::I __ 2.__ ... ..NI IN ■:.INN -_- __ ' _ : 1-N mi ___7 TEA Polygon SEE CIVIL FOR AI =_= = .1r4==_ -_`. ! r.. 8.03 ___ immoi=e-w FINISHED GRADE AT ---- �� — ■ r_l "wTia:� _ 1 /e.�l - �� :,_ �. ww' 4"_ Northwest EACH BUILDING 3 _ T . ,�T�TTi1i� _ _ _� i rT __ - _- - - _-- _ ;h •-01:4 �a-i �� HII1111F •!11,11 - - - - - �_-_ �- _ 4,1 -.� - D•1.1111/i1 ! _2 _ 7 riliErl _ = � _ __ _ - ___ -1 . - - - - - - - - � _ -- -�rllii���l �, sa: �-� _ 1 ,.,...._.�� iii �' _ i ��i Vis- _ - � -- Iii -- == __ L - - - - - R TOPS Street, -- .��. ___, �,....I- - ---= ' - • 1 �..�. .__ -�. �= . .__.1� _ moi _ FIR_ Broadway S ---- - .- .. :� $T .Loo HEATING . . 703 Broad a 9'- 10112" 1 V co Suite 5 0 FIBER CEMENT METAL RAILINGS BRICK VENEER COLUMN LAP SIDING WA 98660 741111 6" EXPOSURE BASES WITH WOOD `" MECHANICAL VENTS Vancouver, FIBER CEMENT TRIMMED W/3'-0"RADIUS CLEARANCE 13 PANEL SIDING BUILT-UP SHAFTS TO OPENING SEE 6/A8.03 A8.03 4 • 1 21 PLEX SOUTH ELEVATION A3.02 SCALE: 1/8"= 1'-0" SEE A3.01 FOR ADDITIONAL INFORMATION M a m N411111 #221 41) X34 .-- co m M I I I I . •• , # 3720 hi o BRIAN R.FEEENER 5 Ll- 7Th 0 0 12" ( I�Of� A ,OR 6" Iii i2" �(r�(y, 12 Q 6" • OF 0 3" �� 12" 6" • THIRD FLOOR TOP OFTRANSOM O8 2 Plex .. . .. ... ........ ... . . ................ ...,.. — THIRD FLOOR TOP OF PLATEmnmI MIK ii' 1If = 34 /$" Elevations } IC 4 - III fl] r1ii ihiiii ill ' ivi'111■'n1'i`u'�ni ;7 wm 'e1�1, ■■ ■■ n"11rnr�ni� n�1i – r !1 1n,n , ,f1 n J�,I R�nl1Xn11,n111111mm�l4t�n lsnnm llrnnll .a MECHANICAL VENTS nrlml 111 rl E 1111 -r -,I ItIr111111aE1111111m 1111,1111■#Ir IXl{1XI1{111■!...0 , 1mn 1r11X�l '111 t �I p iiiu1imInliamnri un1m1 1n1.�.;alniI 1 W13 -1TO P1nY1 1 i f/1IJ��]Lnurlluurn111rmnnnrmnn11mn:. rnnm1!1Ir I 1J Ir!,IllrnmrII I IKnmr■Imliiii ln' nnummlt■11min TO OPENING SEE 6/A8.03 - _rr ; - ,,, , 111, ., .,...,. �kIE...11,., En1,1.mu11in�i1 " THIRD FLOOR TOP OF SHEATHING in � _ _ 12 30'-3314" = I - V-4" SECOND FLOOR TOP OF PLATE C7 29 -3 U- IN — ��` ■'■ T D PTAC TYP — —� Al■ .I� — ��� ��I■'■ d BRACKET _co _ --= _ _ _ 4 12" a I - - ' — r (1 3" SECOND FLOOR TOP OF SHEATHING co EQ EQ EQ ;' ` ', G` _ ' 20'- 1 718" m - � I __ .i — FIRST FLOOR TOP OF PLATE 1 A8.03 f r - 19'-1 118" -- — _ 0 _ r Revisions t 4.1 AN�� -� • a`-= '/... ■■ ne e Iso H -_� ■1 AN �1 r= -- ■'■MI . BRICK VENEER COLUMN # Date Description Icii — - / BASES WITH WOOD TRIMMED Revisions 7 — — __ BUILT-UP SHAFTS 12" — ■ _. - 1.m,� = January 12, 2017 _ -TTTTTTT TY •1 ■ ._ FIRST FLOOR TOP SHEATING Date coiii I1 tT — — — 9'- 10112" - _ 1 \ BASEMENT TOP OF PLATE BB, DO, NE _ 11-1 �� I - 8'-9 314" Designed By Im M BRICK VENEER DO, NE, NM o f-- Drawn By 0 = =--- .. _....-- . . o - - T = BASEMENT TOP OF SLAB � KJ Vi - II 11 II -. ' w V a in 0 -0 Checked By z 1 N co 17857 N Project Number 5 i 0 co cn A3 . 02 M 2 21 PLEX EAST ELEVATION Sheet Number ii Copyright 2016 c© i,% A3.02 SCALE: 1/8"= 1'-0" SEE A3.01 FOR ADDITIONAL INFORMATION If this drawing is less than 24"x 36",it has .7 been reduced.Scale accordingly. m CC o. a : •• • j . . • • • , i„,,..,„ ... . ,: ...:,..,..„.„ .„..„,,,, .. .. • Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 River Terrace East Condominiums SW Roy Rogers Rd. Tigard, OR 97223 340 0 0 11) 0 0 34 I I I I I I I I Polygon Northwest I I I 703 Broadway Street, j 3�%y SEE STRUCTURAL DWGS L-r ��s. FOR ROOF FRAMING INFO i;->1 - \ SEE STRUCTURAL DWGS /-• Suite 510 FOR ROOF FRAMING INFO ' � J.� ,,-, i � �.�. I � /,,,' Vancouver, WA 98660 • ,-;,' 1 ,./4"''-------- -..,,, ,1--_.----(<:.„-,,' -� \� H �\ {l f j nIrrilliilii1,_____, \`� \ I 111 _`y I THIRD FLOOR TOP OF TRANSOM \ I - �• THIRD FLOOR TOP OF TRANSOM --/ i 1111 II Al — \ \ I /:'` I i:-'�- -r.',•';;7-'---. 1. ,„ e n v .1 . .-1 \ \� ' Is\\'' i' 11 1l' " /�_�..._.___ "aun>t� 40'•-- 10 7I8 �\ \y E '!I -- ---- �% oy 40 - 10 718 ...:.-- ..-'. -_.........._r.._._...-..-....:! -.um,' .. ... ...-...._.. �+ THIRD FLOOR TOP OF PLATE I \ THIRD FLOOR TOP OF PLATE i s iiit' , 39'-4 718" _ _ O �; �� ' �I 39'-4 71$" lin \ 111 LIVING/DINING KITCHEN CORRIDOR KITCHEN x1111 - LIVING/DINING KITCHEN �' CLOSET KITCHEN / \ ! LII I � �'� / I \ f IV 1 i ' 1113 ' I I 4 [-.. / 1 11 I ' LEVEL 03 / ® 1 LEVEL 03-� ..X Ik XC?r1(zitVrAkr,- 9XL.9IXr!''?.gr�MST97•'RFiP;`22T,/,;% AkC977',,,wky!ku77,RF 7.,k • +' : • .C�1i%itti+53sa<xiiA. ... ,7i,Il!(5K'�i%4t.7Fk,rif{frKA'�� P r PI? -___.. J -. 114 1iS SS« S• 5.h OiL• ..C.1•. A•ri .7. ...• ,•. Jra• .•0 ..hnnrF:S ?T�7SZ�' �:5Y1'`*i�.l�GWr;}rrr'Sni X.,�Fx>.4+.Y,4fa,=rlFxn. 'LYES•. ''''' '''''''''''''''''''''4' ..F1F.�.CWR CR=[ 5 A� • It'II f i �30'-5 xis .� 30'-5 114" 1 • I. D FLOOR TOP OF SHEATHING RD FLOOR TOP OF SHEATHING incl 30'-3 314" 1 ! 301-3 3/4" I Ii ;;, S GOND FLOOR TOP OF PLATE I I i I :t COND FLOOR TOP OF PLATE LIVING/DINING 1 n �I \ O _Li t IL KITCHEN CORRIDOR KITCHEN 11r 29'-3' 29'-3" / ! ! ;;�� — LIVING/DINING \, KITCHEN II E2 CLOSET KITCHEN / \ I ! ..- 13111. 'EI 1 / :, p - SE f Iul ' .'I U � �1 / �_ 1 , LEVEL 0_ 2 m / ..-...,... II LEVEL 0.02 / \ 1, ! • III 1 — rFA "SF�er r xnux:xxaAx�xAn: 3.m':• r''.... .e"."' ntixer tAA•;r r.:.. v ... .mr.,r xxaFuxzcrr:=xa ull 20 :3 318 :•:aFxa:rf��:v.4�usau<ra;F:<<r,aFsrax=F=;r � r =xut�crrr�,rarxz3xxlz�' k.. v • x,::;r�=tti.;xF:tiu:�xai:r x>- 20'7-3 3 318" �.'. S .. d•.S I 1 111111 p � I 47d?3i77�ii'47Js,i� E:•'".V." ., • _ F=� 1 1+� C SE ND FLOOR TOP OF SHEATHING y '" 5E ' ND FLOOR TOP OF SHEATHING s u.l; E 20' 1 718" 20' 1 718" f I...i• I \ FIRST FLOOR TOP OF PLATE 11ti p . H 4 . I FIRST FLOOR TOP OF PLATE dpq 2 - c / 11 1 B 1111 , 19'-1 1/8" \ _ � I b €_ I` �` • 19'-1 1/8" Q LIVINGIDINING KITCHEN j FORRIDOR , r KITCHEN IIIIII111 k o = . 1 4 el / \ \ -',111, L. LIVING/DINING KITCHEN •i [Y CLOSET I I i cCO.NI % I 1 I i I Jii 01 FLOOR p I 34". KITCHEN & 01 FLOOR Ir€r, . V ilrI t_ _ 1T-0" � / _._ . ... I,�••w FYRST FLOOR TOP SHEA_TIN_G .1., co IcEl .f / ST FLOOR TOP SH. pA L .t ,t.t� A /� �t r� thi4i+xYM1AsYsfV1'kkxkfilS.kXtrrarrrr.YsYtYfa..r rr,lrrrrf�YufL✓�kirititluYYr.r%r�77 .YiY�i. j`.' srAM'ale'VVA,ki'AANNAMAk,),AA' I I oarrM_I9'- 10 1/2 '`y ,1�'\K`A. \� NA A .'Y�,{�:.V V4,`, .t tA.M A,A,•1 A+.4 ,1n.Y.0.1,Wit.1n"Cattk.-3 eaStent'akx+Gyt.ecexust+.•iur'r.:�rnr.•drerrr.tt•rnti,rrr.rr*rrr... 7'- 1 V 1/L" yr F r Y!`t , _ r -r t 1hi Y V y r V1 r"Y `= CRAWL SPACE --- •- - - _ -- \ BASEMENT TOP OF PLATE _ --- -- t CRAWL SPA BASEMENT TOP OF PLATE -S M - - --- 8'-9314" e = - 8'-9314" I ' cr, ��� �r _ \---- STORAGE 3721 . :1'. - • :RIAN R.FLEENER� ui - STORAGE GARAGE r' _ GARAGE [� O . - S�,TAT ;: ,/ . wl if J�x f! • BASEMENT TOP OF SLAB = / BASEMENT TOP OF SLAB %IMAM �` MEMBRANE - ' �r -- — _ (DASHED) 1 0, 0 i g0" MEMBRANE OF CRS (DASHED) (721 PLEX BUILDING SECTION (WEST) 1 21 PLEX BUILDING SECTION (EAST) 21 Plex Building A4.01 SCALE: 118"= 1-0" A4.01 SCALE: 1/8"= 1-0" Sections E 1 I 0 u_ w 0 U cc rn c T:, m 8 E # Date Description i- Revisions a January 12,2017 a ti Date Lo co BB, DG, NE o Designed By o QG, NE, NM a co o Drawn By U o KJ w z Checked By i co 17857 c cv Project Number Et 0 w M A4 . 0 12 o� Sheet Number ai Copyright 2016 O i.i If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. a1 tL _ . • . . , . . .!.: . . . . „ ) D . • • ---1 •• „ . . . . , i... -a ,.. -, ..3. .• ---__.••„,..•. • . .„.!!!!!!!'!!!!1,,!.,,, !,:•!--,,,,,,--"!-,.!!" _., it.—• -•,i. . . . .-- 11- -•,g7,, ,,..- _•it•-- • • • . '. 1-. . ' . ..._,.,, ----- . • MitOri:',7t.'":4,4*._,,,,!4,-. -•-• ..- _ ,,,,,,,,,,,,,Ar*S.,,,,,,:,, ,:.....,:,:,-",;•....,:t",-r,,.,,,----•-•'--"---,--"-- . • • . _ •••,• --•;•-•__;•!•• - - • ••• ''••--1-•-• . . 0 0 . , , . • • . . - - - . • • . Otak Arcnitects, Inc • • . . . . • . • 808 SW 3rd Ave, Suite 300 • - .; . • • . - . Portland, OR 97204 • ' . • Phone 503.287.6825 ,•. . . . Fax 503.415.2304 I . . , . -. I . . . :.;;•: . . . • _ . • ,.. , -, _, _ . . . . . . 7.1 ,..._, , . - . . . . >•., . • ,....- ,•,..„ . River • ,>_, ... I , 1 • . . , • ,<„,--, .... . . ,,,,..-, ., • . . . . ,. ,,,,,, , 1 • RiTerrace . )..‹, . ,....‹. . . • . . ..... ; A . . ,,...,>_:, •,<:- . _ . . ..... . j - . . . r. . . . . - . • ",....._;!>1 -S-;-' t East ,,..„. . . • , „e.,,,., • • . .,....... ... ..... .. . • . ,„..._...,<..,.,..>, ,,.<.‹.. Condominiums >., i 1 I SW Roy Rogers Rd. ,-;:: ,-,,• '-'s,..,< 1 , ,.-. ! I . . . >_„.••<-›-;, "<-,... - • L.4 Tigard, OR 97223 • , . i -› • ›.....›, . • m - ..,.....›, . . -s:--- Fq ---.„, ' .,_.... , BATHROOM >--›•c CORRIDOR LIVING/DINING •..' -..... . ... . CLOSET , !PsZWII . : . , . '''<,.... I. ac >...< < . . - I .... .... ,..! ...."‹., (Iy.\.' /y • ..-.L1 . . . — . . •,. '46 . • !"-<>.< .. . .. ''..) T‹... . ><;.< ... ..,...>: .... >-•E'' • . ri>, >•,-----”' . ! . '-'-;›,, • ' . ........_ J _ ,...„. ......., .....< ....„ . • -9.,. ,-...., ,,, sp SECOND FLOOR TOP OF SHEATHING dfa, - . „..‹.._,4 , ,1'..".- _ / 20'-1 7/8" w . . i ; . - „ , • • • 1 i I . . . . . . . . . . . , , . . . . • ! ' Polygon , , , . . . . , . .. . . . .. . „ , . . • _ . . ____ • . . . I • . . . - . . . . , . ...._ r-):--x-vx-y-c-y-f--/-k--x-i-(7--m---x-T-x---)Y . .. .Ve\y/ \'' Y\x"'y"\/\ v\/ \' 'y Y Vy. \i( )(\x/Y i ‘ Northwest , ... i ''s. \' Y Y\y/.i. ),( .‘•( f, ' _ _ . . ' k... • -1‘ X - )(Its".--/ - _i .X. J. A. Y. X ),'< X .X. )(.,,,,.Y, ;( .1. - „. , .,..,_ „ ), ..„ X .„ . , )'y ,. ,1, .k 1, . , A, FIRST__FLOOR TOP OF PLATE .., . _____49,1..... ./.., .... • -x-xY1CWW(WkS7,317!(-V-C,42TANC):_,/,(.,,,ri,9xii-AV;71:FRiC2,2-Z \.:C;(77Y-x?:,-,1 )-:'9'71 „s., :'2(-_ .1"- .!''''C':\- i 7'' •; ; , . ...... : • r<- .: . I . . „..,-. • - 703 Broadway Street, ,...- .. . , ---A>,1 . , :>, „›.... . . - ... . 1 Suite 510 . . • v•,... , io >'' BEAM PER STRUCT. Vancouver, WA 98660 ....-- i \ ,.,<:• ,.1 • . , • -,...,>, . .. .. . . • 1 . -..<••••• 1 ....., . • k-,>.,--1 ,-.:- " . . . . . .._.• •,,fa • . ... .... . ..>g . . 1,.., . .. . ... r-,... • . . , ,,_.,>-').-ii . " . :. . 0 -<›-, . . , >.‹.....„ >7' I . - . ... . i•. ,,..-- , . . . . . . -..., . .. >.<2.:>- •.:..4 / OVERHEAD GARAGE DOOR r,->, >....1 . • ''''">-< • .. . ; ,,.;5_,• . • .... CLOSET i BATHROOM -e,-,_.'"' CORRIDOR : GARAGE• . BRICK VENEER BEYOND >< >-• . .. ...,......„ . , . . . . . ... . ''S-, . •••,... • ' . . -,,,... ''<„•-;,, .., . ' • . ...--- ....--. . .,..._ - . • . >-<,.. >,..., --, . . . .. ..•-: ' 1 i . • ›.-,. ,.--e-' • SEE CIVIL FOR PAVEMENT/DRIVEWAY , ,-,... . , • . , . . . 51.‹,,, SLOPES . • ' . . >< :......, ,,,-,,, ›..., •-:›, ›,<..>-, .,..‹. . . . . -<•;-.. ,,p,-4 , . >,...›, • .4.,,, - " . . ,.)... I > - , '•>, -5-<, ,..,-< . SEE STRUCT DRAWINGS FOR SHEAR WALUFLOOR FRAMING , A !Ai -- FOUNDATION . : >"•.:-. ` '4 ! . : • )-<-,-..„ 01 FLOOR 2EA - • ;!..< ›.< SLOPE 1/8"PER V-0" ‘ INTERSECTION DETAIL , 44 2X BLOCKING i ><,• . ....„ ,..,, , ) i „...:: „...„. . !..4.4....:, ..i, irectitf.!!" i DRAINIP;11. • , 10'-0° .- _,,:-.1 AT GARAGES,'TYP. ' < ! i )-e--.... -- - ...,.., 7i ._ _ co . _ _ ... , .. +.....,._. , T . , • • ,.,,..,....... ..C:• * ••• .,•%' . - . . a - . • A et A'', . ^ • . ., .. - . ' ; .4, 4 ! , /fFI RST. FLOOR TOP SHEATING co . .. . , • -v ,, . - --_.:... , - • — !. • 4- , . 4• . 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A4.13 A4.13A4.13been reduced.Scale • - YB YD YB YD ... _ ~ © 3A. . •,,. ,. z • • - . . 4. •,• 10,-0" 7 10'-0" �• . Ii ' • •• _ 11 1 �� A A ,4.4;:,1.--1,...e".„1:4„,r1:1_:_l_,___-:1-_ L_____:._ Otak Architects, Inc--�16A �1 808 SW 3rd Ave, Suite 300 0 -- ID Portland, OR 97204 • \\ // i \N\ /// Phone 503.287.6825 \ / * N / Fax 503.415.2304 1 © - !.4. 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STOP ON TRUSS DETAIL 4/A8.08, DETAIL 4iA$.08, 6 I SEE ROOF PLAN TYPICAL AT EVERY FLOOR TYPICAL AT EVERY A8.04 FLOOR y/ } y/ ( \(�. u'1 v moi' ` 1 p'�i ' v \} y \/ y y \ y y j l l l`i . , .k � J� •i � Z I t � > � T } S.- � x S„A. \ Z -1,`C \ i l ' THIRD FLOOR TOP OF TRANSOM _,�, �- - - _ — — — — _ t- y — _ 40'-107/8” ('7 \ 2l PLEX - LEVEL 02 STAIR 1 PLAN 5 21 PLEX - LEVEL 03 STAIR 1 PLAN L-��^, `~�, "y:_` Y Y Y 1 r• THIRD FLOOR TOP OF PLATE A5.01 SCALE 1/4"=1'-0" A5.01 SCALE 1/4"=1'-0" ra, � 39'-4 7/8" sem• 1: co =� © STAIR FIRE BARRIER I1 WALL CONTINUOUS TO UNDERSIDE OF 2-HR . o ® '.:.-1 RATED ROOF/CEILING roi I ASSEMBLY#8A,TYP 3 A8.11 NP' INTERIOR STAIR WALLS 'E 5 CORRIDORSOLID BLOCKING AT '. L1... 8.12 J,, ,:I STAIR WALLS FOR 2-HR iNa ii TYP @ 2HR �J �.• CONTINUFIRE ITY,TYP. 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I 21 I I 21 I RIMS AT STAIR WALLS31 — FOR 1-HR FIRE BARRIER _ - - -j"" - - (11) J - -- - 1 __1 °r° CONTINUITY,TYP. `<; \\\ 0 `" •: N. x " ., •" " M ?= `� THIRDTOP • 4'-0 -9 / 4 - _ FLOOR OF SHEATHING �; 1 0 iii co _ 741 1 1 + i` - - - -�` - •'~ - 30'»33/4" CLR �� CLR r o � . �' ►t SECOND FLOOR TOP OF PLATE A3 eBRIAN R.Fi.�EldfR -3 © / 203C 1 OR - '�' HANDRAIL 16 I►� Et -, TO RETURN A8.11 .-- ► A8.12 1 *• r DN - l�>' I �Al}, � = II UP 1 — �r • 31 �! TO WALL,TYP -- TYP ���� ;� I I ' N i II I1 . (► ( O Q All ': `r' _ I CORRIDOR L 77 --r7 �. A8.04 1 ' s ,, �, III ,, #I 6 125 21 Rex Stair x M �' T jv f 112"GYPSUM BOARD , ••, N 0 -,; , ' f / AT MID-LANDINGS, ` _ �� : in I m re) c4 _K �, ` ,'• M re I I Plans & Section \, OUTLINE OF STAIR K� a� II v 25A f \\ SHOWN FOR CLARITY _ _ _ Vii. - - - - - - "' _ SECOND FLOOR TOF OF SHEATHING c`v I N II 1 ## �,� , _ \,� ` ' ,," -- 1 20'-1 7/8" I .. 0 1 11 r4 BEAM SEES L ` FIRST FLOOR TOP OF PLATE 6 -, $. -•:„, \\ STRUCTURAL 19'-1 1/8" - I1 1 u. kr ,' . \ LLI M : . BEAM @ MIDSPAN r. N.\, I o ' I I 0 SEE STRUCTURAL i1 �` `,�\\ I in LANDING J -�" _ a) m CORRIDOR ,� ��� �`,, - c ..- \ ABOVE r- 1 .- 31 1 Q UP ` 2 05.23.17 Plan Check Responses `- `�' r- �� ' "-" # Date Description i - 2 — FIRST FLOOR TOP SHEATING _ �� iiii �r a ;AA J�,��, A. i r , t n j� � ?�s" ;k ' r,,{ " } # ; i ; #- 9' 10 1/2" ©; _ f�1 Revisions i1ix - Xi\� /,X,S�\ 'L ' !�/ `\r i�,^ I� �;' r r ��� MM �;' r ^: # ! }_! _ 11 1 � X > kkX14K .r-.,`a... �''ti r Yy� yYY -{t'.'i[�k" r '' ,! ' 1, - 1 I-. _I i ri: 1 , a ' 1 1l i I :! -_! / 4,-0" r �— S 12 2017 _115 , * S January , # IJ1, - i BASEMENT TOP ce r. _ •..� — I - —1j iii - - BASE O8 PLATE 8 3%4 _ - - C - _ - 34 A o i <. ! I I ! i —f ! I— III , s= t --` j • 7" — 34 Date !— _-- f # i— LR �r t� :>- .rte — , II " CRAWLSPACE _ —_1 - I i--I '=`" I i==l # i---- 1 11- '• 1 -I BB DG NE tii I Designed By IC I I__- _ - _ DG NE NM ✓ CORRIDOR STORAGE -�„ __ 1 1_ _- 1 1__.__ 1 ___.1 1 ____-----1-1------Tri------n� .j # -.I ! ___i 1 I_____.1 ! # ? #-,---7---,-_Ili- ( #--- I -- ! —I ` ! 1 I -. f i # 1 ! ' i By _ . ___ _I,--' 1._ 1 jr Drawn o I -; ii_-1i1: 1I IIIA I1 !-_-_111= 1_ f_-► 1 --..x:11 -! ` -- '= I y # 11-- II==I I I I KJ 0 0 • as r= < ' "=•---I11-7-111---111 i I--, -i 11 _._ ,.___-F I I___I # I ! Z . -; ; 1 ___a I —i ! i--I' ! #' l i ! _i s !- } I-.___f #. # # I y - v _ Checked B 4 m r _--; i # I---Li. IIIIII -- cs _ _.i ; -_1 1 ! _-_ I__- # I !__, i i 1 ! }: # i _ _I 1._.- B 17857 N y, • .-. I-?- 1::::":i - --_.._ - # -- - I --- 1-_-=.1 17.2=I I ENT TOP 0'�0" o - _ 1, - ! - 1 - 1-71-- -I __1-+ 1 - 1 #_.____I 1 1-7- 111.7.---71- Number et 1=1 I I--I I # 1f=III -_}_1 I__._.-1 ! l--I 11- f t # _I-- I I i-----1i 1---1 1. 1 _%I_1 -1 I I-111;--111__ I i--- 1 1----- 8 E —1 I i— _! I I-___1 1 1-- '_"'-'--'-� i 1 -'-_'f # I I I f—_--# # I--1 1 1=111=W-1 { I_____-i 1 I-'---'-''s I i_-._r; } l--_.-_1 ! i--_-___-€ i 1----._1 i CO M A5 a 02 2 1 21 PLEX- STAIR 2 SECTION 2 21 PLEX - LEVEL 01 STAIR 2 PLAN 3 21 PLEX - LEVEL 02 STAIR 2 PLAN Sheet Number Copyright 2016 0 it A5.02 SCALE: 1/4"=1'-0" A5.02 SCALE: 1/4"= 1-0" A5.02 SCALE: 1/4"= 1'-0" if this dawing is le ss than 24"x 36",it has > been reduced.Scale acconiingly. ELEVATION KEYNOTES UNIT PLAN NOTES . . • 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 0 " 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. it''., ,, , SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, • ' '' • •: •"••l 4. LIGHT FIXTURE CENTERED OVER MIRROR • WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 201A8.11 FOR TYPICAL SOFFIT DETAIL. ••• • 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. .. ., 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED • • • • • • UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects,IItects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 91 A8.11 ,10/A8.11, 11 /A8.11& UNDER CABINET. SEE 41A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone 503.287,6825 ® \22� 12. LINEN CLOSET HOOD UNIT EMOVABLE SHELVES LL CONTROL 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 ENCLOSURE DETAIL AT WALL&FLOOR. SWITCH ® ® (/3)--..,.„----:------_ ® 9. SEE 3 lA8.12 FOR TYPICAL CLOSET ROD I / I . ® 13. 4"MDF BASE (CONTINUOUS BEHIND SHELF DETAIL. U �-'� - APPLIANCE)WHERE APPLICABLE 15 /'�\ - 011)°-%-(I -j-( 16) ® ' �, ----.....1, r ^�. _ 10. SEE 131A8.11 &141A8.11 FOR TYPICAL RATED �, ! � -"-- ; , 7- - --' . - �`. 14. OPEN SHELVING WALL INTERSECTION DETAILS. OPEN TO 11. LIGHT SWITCHES, ENVIRONMENTAL, -\7- --'-- '--- -- mil --�' 1 S. MICROWAVE WITH BUILT-IN RANGE EXHAUST N �f' > n +i_ LIVING/DINING ;� ),�� ��� 1 HOOD CONTROLS,AND OTHER CONTROLS SHALL BE F'r c� 16� -- 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. River Terrace BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION ,r-� 11 r 1 24/ f -� _ I „„ I I 18 I. 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) 18)- ""'., i _ I`,, 1 o\\ 18. SINK BASE CABINET, TYP RECEPTACLES ON WALL SHALL BE NO LOWER b 74:-.. 1`�, �'I (1`N 19. PAINTED GYPSUM BOARD SOFFIT East THAN 15"ABOVE FINISHED FLOOR. � -�--- REFR -- DW '� 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 21A8.11 FOR TYPICAL BI-PASS DOOR "' \� �' --( 13) - 13) BACKSPLASH, TYP HEAD DETAIL,AND 31A8.11 FOR BI-FOLD. �` 1 " ' r v ` 21.22. STANDIC LAMINATE BAR ARD WALL CABINETOP WITH NO SHELVES 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominiums 4A •L 2'-3" 2'-0") 2'-6it, 4B I 4C 2'-0" 2'-9" 23. STANDARD WALL CABINET WITH (2) SHALL HAVE 1.5 GPM FAUCET AERATORS. 1 1/2" VERIFY 2'-0"; 2'-6" J ADJUSTABLE SHELVES 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE W/MFR VERIFY VERIFY AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. W/MFR 1'-0" VW/E MFR 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT ADJUSTABLE SHELF LOCATIONS. Tigard, OR 97223 4 UNIT 1 .3 KITCHEN ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.15 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NEPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon CEILING PLAN LEGEND UNITS 20. SEE DREQUITAIL 4/A8.11 MENTS AT FOR PE WATER HEATER Polygon 1 STRAP INSTALLATION Northwest 21. DROPPED SOFFIT @ 8'-0"UNO -OPTION A I ALL TOILETS BATHROOMS: TOILETS SHACOMPLY W/ 1004.11.3.1 703 Broadway Street, ( 4 0 I 1 �/ \ 0 +X'-XX" DROPPED SOFFIT CEILING HEIGHT -OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 VENTILATION PATH 1004.11.3.2 �}-� . 1 © 2 -Jib_ Q Q►� Vancouver, WA 98660 ® MIRROR 0 ,9-'' k\./ ----,,,,,,,_, Zo \- ,7Z, / 0 F- 1- --7; ., '1 \sN,ptom..-( 13)-----J1. -------.1------ --%52 / c 3A L 2'-3" Jr L_ 3B `1- 3C 3D �-1'-0" �1'-0" 3 UNIT 1 .3 BATHROOM ELEVATIONS A5.15 SCALE: 1/4"= 1'-0" 2 0 ai T co T 0 1, fa Ncn 37 Q iii En , o a� BRIAN R.F�.EEI�ER rt, _ ''� \ *' I /.12//7 `� `r` _ :," a I I i 1 t� I I _ Ic % AN0RRTL , } › I 0 1 - A6 oF � LJ ( 0 .. _ -_I REFR B1 - +7 -0 - - l ;L � ,' • • ° F I 4A <r D3 r z 6 �, +$,_o„ _ f ::+8';-o• i Cl BATH 1-:-` ro 1,2���� ` i ;". Y, 4 0 p , co 3D A5.15 3B t LY KITCHEN K' :z o Q km ,4 : A5.15 r CM Unit Plan 1 .3 ,2` iI i' 'i `- I Nto► k -� CLOSET ; 4C KITCHEN \3 N +8,-0" _;` V` CLOSET co .. ,�. i rill 1 DW 0 F2 24 rn El El 24 1- -,1r. V U 6'-6 1/2" .• O LAt1IDtY:#'-'<4. T-4 112^ LAUNDRY - 111 . .' 1:1. ED 1:Me W y Cl IS U / I I I ze �,'.F r l;. 246 PANEL LIVING/DINING h:.o. BEDROOM 5'- 103/4" m i .1 .t` i. LIVING/DINING BEDROOM 1'-6 : . • , i- ;; '::1 # Date Description 6 :1?;i.:(:YL, Revisions a, '� :(^:(: I 4 lh 4 , � ., January 12, 2017 k ik 1- • _ Date co - I'.t,r1 ° 1"'I= i Designed Fil :F ;i PATIO/BALCONY PTAC T 62 - By Jo .j,,r _ O PATIO/BALCONY ca 7, o i...,i f DG, NE, NM U _ _ Drawn By ICI IIIS � � bb �� N • _71, � KJ 'cal Checked By z a 17857 N EXHAUST Project Number 5 m CC Q co A5 . 1 5 2 2 UNIT 1 .3 REFLECTED CEILING PLAN 1 UNIT 1 .3 FLOOR PLAN El Sheet Number iv A5.15 SCALE: 1/4"= 1-0" A5.15 SCALE: 1/4"= r-0" Copyright 2016 O i- If this drawing Is less than 24"x 36",it has S. been reduced. Scale accordingly. EC ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR • ' 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT iii a 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. gqVINirf •: •••C SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, • • 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. • • • 5. TP DISPENSER @ 19"AFF 3. SEE 201 A8.11 FOR TYPICAL SOFFIT DETAIL. V ' ' ... ••• 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUDj UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. _ - .. 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED • UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION I !- 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 91A8.11 ,101A8.11,11 /A8.11& UNDER CABINET. SEE 41 A8.12 FOR KNEE 121 A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD r� 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION.11. Phone 503.287.6825 �C/ ® ® ® 19 CI 12. LINEN CLOSET W/RANGE HOOD UNIT WITH VABLE SHELVES WALL CONTROL 8. SEE 171A8.11 &1$/A$.11 FOR TUB/SHOWER Fax 503.415.2304 ENCLOSURE DETAIL AT WALL& FLOOR. SWITCH 9. SEE 31 A8.12 FOR TYPICAL CLOSET ROD SHELF IL. ® / / \\ _\\\ I . �I / \\ / \\ I __} / ■ks ® ® 13. 4"MDF BAS {CONTINUOUS BEHIND 10. SEE 13/A8.11 &141 A$.11 FOR TYPICAL RATED �` -� III �- - �, -_'I` --� ® OPEN TO �j ® APPLIANCE)WHERE APPLICABLE zo N C -~-- - 14. OPEN SHELVING �� _- _ I; s__, 28) LIVING/DINING i ® 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST WALL INTERSECTION DETAILS. N ' , , , �+', ., , 11. LIGHT SWITCHES, ENVIRONMENTAL, ,� L '1 `ll \4 I. 1y A.J/ J HOOD CONTROLS,AND OTHER CONTROLS SHALL BE l ----------- / 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" HIGH MAXIMUM ABOVE FINISH FLOOR. River Terrace - 18 / (20) j / / ( 8 ) BACKSPLASH AND SIDESPLASH U , ELECTRICAL,TELECOMMUNICATION 43) - r r 1 ,,. -,.2 i i I r r s 1 ID 17. VANITY DRAWER UNIT CABINET _, - - I ® - I o,, ,„, 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE(TELEPHONE/TELEVISION OUTLETS) E. ` �� ,�' N _ --- (28) 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. NO LOWER East 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 21 A8.11 FOR TYPICAL BI-PASS DOOR ' ` REFR - - DW -- BACKSPLASH, TYP HEAD DETAIL,AND 31A8.11 FOR BI-FOLD. Mr. `\ �' : �' ® 21. PLASTIC LAMINATE BAR TOP 2'AN, -3" 2' b" 2'-6" I 22. STANDARD WALL CABINET WITH NO SHELVES 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominiums L4B 2 -p 2'-6" 4C SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A •, ,I ,�. ,�► 2'-0" 2'-9" j9" 23. STANDARD WALL CABINET WITH (2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE " VERIFY " ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SVV RoyRO ers Rd. 3 112 W/MFR W/MIFR 1 -0 VERIFY 24. STANDARD BASE CABINET WITH DRAWER(S)& WI MFR SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 1 .3 TYPE B KITCHEN ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.16 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 171A8.12 FOR WASHER/DRYER Polygon CEILING PLAN LEGEND REQUIREMENTS AT TYPE 'A'UNITS 20. SEE DETAIL 41 A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest DROPPED SOFFIT @ 8'-0"UNO 21. TYPE B UNITS W/2 BATHROOMS: `' -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, 1004.11.3.1 4 )-� U 0 O 0 � O 0 +X'-XX" DROPPED SOFFIT CEILING HEIGHT -OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 �� ----TT: / _,� 1�►.. 6 1004.11.3.2 Vancouver, WA 98660 © i © © y 0 / �© - - - VENTILATION-PATH O MIRROR o I 1 C T // I I U \- , ,74 1---( 9 ) in © , „... �.. on '- - 8 C� <13) ® t (13) CN, r� L } I (13)_ �- - 1 A °-k .. § . 3A ,k 2'-3" , „� 3B 3C 3D -1'-0" --1,-0„ 3 UNIT 1 .3 TYPE B BATHROOM ELEVATIONS A5.16 SCALE: 114"= 11-0" c 0 Ci N ,- co f � Q cn I. c Gv 9' 11 314" 5'-0" t hi 1 ' 3720 1 BRIAN R.FLEENER _ _ ;:',:-..:,::1:•' ' Q'c •• ;'...):!7'!"7::.-7:- .1-...'? f.' •il"- - I ''r ::•;. i� - _- it 1 it V7-\ CI T 'i --® , I -�'; Ftlr11L111MU,Vr1 ° , d c 2,_5. ;,' ,1;;1: _ �.__...._,.. REFR co B 1 I 1 . - C r { - 1& .i-%- : r `� I -v 1; I r-, --t- 1 :- D3 1 l +$'-e 4A l I. BATH -:` . +8'_0• ,• I _ / KITCHEN 3 A5.16 3B I . i I 1 • L. • • I i - 1_...-............. ...._,..,.. En ■ �- +7-a" .:.}: , o f�_- A5,16 LSE 1 CZ 3C I Unit Plan 1 .3 • r'„j;.j,. I _ i --- - i �; L i, , \D3 CLOSET _J Type +8'-0" --7\,:c•-•,,,, ,:::-.,.;.:•.,. ,.;-•,,,-:,-,•,.:-.- .-.,: : '--1--i_ri:-"---- 1 t I I I 71 I DW 1� [`] /-•,,,,.,,. 1E1 • I''' 1 : 1 i I I F2 ..- o Y U CJ :` , 'a:..:E _ 7'-8" L MI LAUNDRY v - - - 7,..f1: 1 in D w �� v I J`I A8• .12 �� f ZX� I ELEC. 0, `•.': 24B PANEL 10'-9" 5 - 10 314 ►i ii i LIVING/DINING i I.I,. = 246 BEDROOM >6 i i.:1,, _ H # Date Description �, I l,i _ - Revisions } i '� :i. .K January 12, 2017 Date r_ I 1:.J'''..1 BB, DG, NE ° ,i4„ ';I, PTAC Designed By •i'i l t OT B2 PATIO/BALCONY DG, NE, NM k.rr' -- 1 0 I .-.,■ I Drawn By MBE o I 11-' 41,----0-4 1' ❑ I 1=I KJ 'ai I ` Checked By z co r EXHAUST 17857 N Project Number re P co A5 a 01 6 2 2 UNIT 1 .3 TYPE B REFLECTED CEILING PLAN 1 UNIT 1 .3 TYPE B FLOOR PLAN m Sheet Number 6 A5.16 SCALE: 114"= 1'-0" A5.16 SCALE: 1/4"= 1'-0" Copyright 2016 Il if this drawing is less than 24"x 36",it has been reduced. Scale accordingly. 0 re ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR Li, 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. ....,0. .. ..a...: • SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, ••• 4. LIGHT FIXTURE CENTERED OVER MIRROR • • • WINDOW AND DOOR DIMENSIONS&TAGS. • 5- TP DISPENSER @ 19"AFF 3. SEE 201 A8.11 FOR TYPICAL SOFFIT DETAIL. ••• • 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD -.' , /I; UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. .,--,„.,,2', ;.. • +• 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED • UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS- Otak Architects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 91 A8.11 ,101A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6825 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 19 ® ® 111. LINEN HOOD UNI CLOSETREMOVABLE SHELVES CONTROL 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 41) ITH ENCLOSURE DETAIL AT WALL&FLOOR. CD _ SWITCH 9. SEE 31A8.12 FOR TYPICAL CLOSET ROD "� 13. 4"MDF BASE(CONTINUOUS BEHIND '� �' ' \I „\ �' _ /r ® SHELF DETAIL. ® �15�� �� _ , ,,�7� ® ial , .- \ - sI(..d APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED OPEN TO _ �' 14. OPEN SHELVING WALL INTERSECTION DETAILS. DINING/LIVING �I _ate iL�i ..„ , i ' ii - 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST i. 11. LIGHT SWITCHES, ENVIRONMENTAL, (21 IMI h. _ ',� `(�' ' ! \ ` '' HOOD ' CONTROLS,AND OTHER CONTROLS SHALL BE /< ib N Q 28 \ 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" HIGH MAXIMUM ABOVE FINISH FLOOR. River Terrace n i n_= T i \� \ 'L BACKSPLASWAND SIDESPLASH ELECTRICAL, TELECOMMUNICATION f _ ,� _ N. '^_-• 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) o� ,'(r/ ` / ® �j _ 18. SINK I 19. PAINTEDE CABINET,TYP GYPSUM BOARD SOFFIT RECEPTACLES ON WALL SHALL BE NO LOWER East c � N E , / THAN 15"ABOVE FINISHED FLOOR. DW (•--- E- -,--- REI=R 20. PLASTIC LAMINATE COUNTERTOP AND TILE ® \ 12. SEE 2IA8.11 FOR TYPICAL BI-PASS DOOR L7 �-- �� �� ,� BACKSPLASH,TYP HEAD DETAIL,AND 3I A8.11 FOR BI-FOLD. 1. 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND COndominiums 4A i_2'-0" L 2'-9" L 4B 2,-0„�, 2, 6„ ,ok 4C ;, �4 2'-3" ..2'-0" L 2''-6" ; 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. f23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE VW/E MFR VERIFY ,_ " VERIFY ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. W/MFR 1 0 W/MFR 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 1 .4 KITCHEN ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.17 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NEPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS CEILING PLAN LEGEND 20. SEE DETAIL 4/A8.11 STRAP INSTALLATIONFOR WATER HEATER Northwest 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, 4 1 1 1 O © O ;.' DROPPED SOFFIT @ 8'-0" UNO 1OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 © I •- 1 © 004.11.3.1 1 N © fill fl 0 +X'-XX" DROPPED SOFFIT CEILING HEIGHT 1004.11.3.2 Vancouver, WA 98660 43 MIRROR :' © 7 \ - - VENTILATION PATH , /' r - - mO . • - IlD \ 1 / / i ,-, i IN ® ry�m� gic \, lik,_ I ® - - i (13/ . - ( 13) 3A 3B t I 3C 3D I. 3 UNIT 1 .4 BATHROOM ELEVATIONS A5.17 SCALE: 1/4"= 1'-0" M Q ai coT co 9'-9114" 5'-0" or 2'_ 10" '' + or ? I ., n ^ BRIANi.FLEEItiIE i /g/17 • - 1. 1 ci) 1. i 1 1 i b I =� r I I 1 I %MAK OR F I `•I't U) - i d I a +8 -0 �:�'-�` '-;�_ _- -_ - - __ .:: ; _ ,.,., 3A 181 I � _..4C �l'-', r ©3 � BATH m 1 2'-6" - = ' ' I` � a Cl 1'_0.. 1 f� +T3'-'i ; ' Y __ i} _'r------- I A5.17 3B j________,H +7,- „ ;I o I ,r 4: A5.17 i i`f Ili m MI 24 Unit Plan .T ISM 1 i 71 I ----Y -F I _ 4A , 1 . I KITCy N 3 ELEC. _ _. .. .- r ES PANEL C I1J1TDw1 - n0 -1 Ee i > 1 T I I . i \ - - 1-' 1 1 _I a_ r T- 1° O D 1 W 1 Ci Lli ih U I 1,-.1 -14-._- 2X6 CO I `LI C :a "1.:I, 24B :r m .-f; 3' 5'- 10314" h • ',-('- a„ LIVING/DINING 1 I I BEDROOM 1'-6" 1- 124B • # Date Description 42) 8 Revisions ,F=i.f, it +8'-U" .-1-1'1- a t":I-ti�Y 4 4 __ � _ January 12, 2017 I Date t.1f PTHC co BB, DG, NE a - ir• ',i• Designed By d . k,.1r.i: -411 ® B2 PATIO/BALCONY 0 k.:-i-",c-- 1._.d _ DG, NE, NM U Drawn By 1=1 ❑ ❑ ❑ Checked By co EXHAUST 17857 N Project Number cc up 2 A5 . 1 7 2 UNIT 1 .4 REFLECTED CEILING PLAN 1 UNIT 1 .4 FLOOR PLAN m Sheet Number ai A5.17 SCALE: 1/4"= V-0" A5,17 SCALE: 114"= 1'-0" Copyright 2018 it If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. d 12 ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR • 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT o a 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. • • •_*:*._ SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, i • • •z • 4. LIGHT FIXTURE CENTERED OVER MIRROR • ` r •..Y: ,.. • • • • WINDOW AND DOOR DIMENSIONS&TAGS. • ° ., yet •:• 6.• 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL.6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. •' •; .,v.., •.,'w .• 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED * • • • • • • • UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Oak Architects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION.11. Phone 503.287.6825 19 � ® CI ® ® 12. RANGE HOOD UNIT LINENRWMOVWALL CONTROL BLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 ENCLOSURE DETAIL AT WALL& FLOOR. SWITCH 9. SEE 3 1A8.12 FOR TYPICAL CLOSET ROD a ® I r t 13. 4"MDF BASE(CONTINUOUS BEHINDSHELF J APPLIANCE) 10. SEE 131DASA11& 14/A8,11 FOR TYPICAL RATED 15) ® ��� / `� � I � 15) i /' ,' V., \ ��,, I j _� 14. OPEN SHELVG RE APPLICABLEOPEN TO .■„�,. 21 - - ��• 7.v iQ `ri WALL INTERSECTION DETAILS. DINING/LIVING �� ® , -/ Mau�� \�` N NI. ��� 11. LIGHT SWITCHES, ENVIRONMENTAL, 15. MICROWAVE WITH BUILT IN RANGE EXHAUST''. " IDID - �( 'IJ 4,, HOOD CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace • N .• 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" HIGH MAXIMUM ABOVE FINISH FLOOR. L ' ,• (28) (24) �I I _' �- /20� _ _� d BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION 00 , (24) -' � I,,y _ �� C 24� _ _ _ _ • 18. SINKVANITY BASE CABINET WER UNIT ABINET (TELEPHONE/TELEVISION OUTLETS) TYP RECEPTACLES ON WALL SHALL BE NO LOWER East 19. PAINTED GYPSUM BOARD SOFFIT ,'fir`, �' / ® ,' 1�. RANGE /1 o 28 �� ,, �, .` 20. PLASTIC LAMINATE COUNTERTOP AND TILE THAN 15"ABOVE FINISHED FLOOR. DW `. 13 - 13 I F- - -- 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR `�� - �� `� /' •-- -.._ - " / I I ��. ��� ``` '' BACKSPLASH, TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. J ____-__ 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 4A '- P F " 7 6" r 2'-3" 2'_0" 2'_g" 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. Condominiums 1 114 - 1 3/4'. J, 4B 2 -0 - _ 4CL f. VERT •' � •` •` 23. STANDARD WALL CABINET WITH (2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE WI MFR �1�-0" VERIFY �1._0" VERIFY MFR ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. W/MFR 24. STANDARD BASE CABINET WITH DRAWER(S)& ADJUSTABLE SHELF SEELOCATIONS. IA8.12 FOR REINFORCEMENT Tigard,ard, OR 97223 UNIT 1 .4 TYPE B KITCHEN ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY I 9 4 15. ALL ALL UNITS TO BE EQUIPPED WITH AUDIBLE T OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.18 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS CEILING PLAN LEGEND 20. SEE DE T IL 4/A .11 FOR WATER HEATER Northwest 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, ` 'A ' DROPPED SOFFIT @ 8'-0"UNO 1004.11.3.1 U U ` D O -OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 © - . 2 ) © © n \ E © +X'-XX" DROPPED SOFFIT CEILING HEIGHT 1004.11.3.2 Vancouver, WA 98660 9 MIRROR /` © © O \ ( 6 B -- --. VENTILATION PATH 0n I \14:\ - 1 (9) / 0 0 , ,_ _ _ _,r.7 . • • • L ..0 13/ I ® - - J (1-3/\ L I _ . -/./ (13i I. -+ 3A 3B 3C 3D 3 UNIT 1 .4 TYPE B BATHROOM ELEVATIONS A5.18 SCALE: 1/4"= 1'-0" Z 0 N o) N r- T Q N I el (,) I z 72 ai9' 11 114" 5'-0" 2'- 10 1/2" ttel .l1- BRIAN R.FLEETER //12//7 . . a - ,- ; .� T - I 10 I " ".' '. n < _ �I I I Io P(ItiT AIdD OR I .,_ 1 I ` r-I 0 ' . _ I II = r I I I • IIF � U OF 0 I n• f / -r-- • • i .3A • :i; 0 2 -6 _ I ';, 1 , ( r -�- _REFR __ B 1HH. : i'r roc 1 1 c11111" £ BATH ;-r 3 I co ir;P- o - o�� _ 18 � H IUnit Plan 1 .4 24 ` ; 4 N � ® I, ;►.�� ;; H \DN3Type B ; ;/. :;: a ! lu _- ' ,/ ; KITCHEN _ N-J° r 1 ELEC- ,� __ �� '�_I �__.. PANEismL UDW > n E1 I ;3 .i' +8'-0' Ak �, LAUI�ORY v L 6'-6 U2" -' U-1 .. . A8.12 CI b, 0 !I A 7'-5" 2X6 p - ::•co . 24B cc T, ' 111 5'-10 3/4" LIVING/DINING 24B-e BEDROOM • `• # Date Description `.5 1'-6"----.- `-•- Revisions -r -k ••k3.. tf January 12, 2017 .11 ..: Date u, .:.(I' '- ao g .::-1.I4- Designed By o '.11•;I.: 62 PATIO/BALCONY I:1'`I - muumuu,uu I DG, NE, NM ro I o -IT...i Drawn By 10 -,T) ❑ ❑ 0 ❑ rE, Checked By to 17857 EXHAUST N Project Number al dr cD c„, A5 . 18 2 UNIT 1 .4 TYPE B REFLECTED CEILING PLAN 1 UNIT 1 .4 TYPE B FLOOR PLAN E Sheet Number 6 A5.18 SCALE: 1/4"= 11-0" A5.18 SCALE: 1/4"= 1'-0" Copyright 2016 L+- If this drawing is less than 24"x 38',it has been reduced. Scale accordingly. a, Ce ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1- REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 0 a 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. •' '•• • • SEE DETAIL 17/A8.12 •• • • R 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS_ ' 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR a@ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. "•• `: •• 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12 I A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone 503.287.6825 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 0 Q 0 Q 0 O Q Q 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD 0 © © © Q / 16, 13. 4"MDF BASE(CONTINUOUS BEHIND �` �. APPLIANCE)WHERE APPLICABLE SHELF DETAIL. 0 I 0 © 10. SEE 131A8.11 &14!A8.11 FOR TYPICAL RATED �� 14. OPEN SHELVING WALL INTERSECTION DETAILS. MIRROR \ 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, GI / r - \ 16. PLASTIC LAMINATE COUNTERTOP WITH 4" CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace i. 48" HIGH MAXIMUM ABOVE FINISH FLOOR. ILD - _ -_ - 1 \ L _ _ J4 BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION I / 17. VANITY DRAWER UNIT CABINET (TELEPHONEITELEVISION OUTLETS) 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER East �, - . , / 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. (13, ^' _ ` 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 21 A8.11 FOR TYPICAL BI-PASS DOOR ' 1 ® �13� 13� BACKSPLASH,TYP HEAD DETAIL,AND 3IA8.11 FOR BI-FOLD. , , .r r i - - moi! 'I / �. 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. Condominiums 4A ,► ► 21- 3" ,I• ,I• 4: 4C 4D 23. STANDARD WALL CABINET WITH (2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE 1 _a L1,-0" ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT TI and OR 97223 ADJUSTABLE SHELF LOCATIONS. g ' 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE 4 UNIT 2.2 BATHROOM 2 ELEVATIONS OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE • A5.21 SCALE: 1/4" = 1-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NEPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17, BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest 21. TYPE B UNITS W/2 BATHROOMS: 4D -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, 4 © O 0 O Q Q ® (19 ® CI CI 1004.11.3.1 O © © ` © - 0 ® i „�, ® `�-- , „ . 'r ® 004.1-OPTIONB-1 TOILET SHALL COMPLY W/ Vancouver,Suite 510 .2 WA 98660 \ \• 4D (20� ----`-- - �---. 28) 15 / / / <::::lit,....._ �-- MIRROR © �Z ��iNi \_ rl,;='\�-�,- ID 20 \ ! \--- ( ,-N- ��\ OPEN TO '-�-<16> CEILING PLAN LEGEND / , `1 .I` I'I� \u, -`�1+_ \t `�' LIVING/DINING I 4D 41) 1 - / /11 Y - -, i r - - -, b ' 7 0 ,`:,-- ; DROPPED SOFFIT @ 8'-0" UNO • pp / CD <-,1 i V m i \ 'f I I n r f /� _I - �• I c / +X' XX" DROPPED SOFFIT CEILING HEIGHT �i` I 11 b © /� RANGE >°1/4\71-1\--;) � R F D IT/I�)\/® wwif ® j, ® e� 1E:- RE R W ter" VENTILATION PATH N.i _., „. .. , ,,„, . {t:= 1.;1t;t---j - . h.- r , , i 3A ,`. 2'"3" ,f 2'-3" .1, .)- 3B 3C 3D 5A I-1 -9" 2 -6" I1 -6".1, 5B �, 2'-3p 2'-6" 5C L2'-0" 1, 3'-0" 4 f On �f �f 1 _ �1'_p" VERIFY 1 112 VERIFY 1 1/2" VERFIY WI MFR W/MFR W/MFR 1'-0" 3 UNIT 2.2 BATHROOM 1 ELEVATIONS 5 UNIT 2.2 KITCHEN ELEVATIONS A5.21 SCALE: 1/4"= 1'-0" A5.21 SCALE: 1/4"= 1-0" 2 Q t.- (.1 - N N r O � - a • 8'- 101/4" 5'-21/2" 7'- 111/4" 4'- 11213/256" 3'-7112" , ' ,--- r) 3720 cn 2.4 1 rel 6 c BRIM) R.FLEENER 5-4 la-r1 a. • - "Fi, •+�,',': 7.••-,. `-e-T -` • �� U I • • I %PORTLAND", -~1 rt_ - •ice, V b'.. r O T OF 0 p , j1:I- 3--il F? .1"-';';'-'. r - - Vl / 41 O i . ..., I x'c I - =n: ODBATH 1 1. REFR'.is • -' _ B1 • . 1 0 r- g_ r lox `I, '�� I � 1 .T I 'B - F2 A5.21 y� I _ Cl 't 1 y�rts i LLOR EXHAUST N :1� r ;.. .:', .,. --- CLOSET Ii 1 • ies E I \ 1 , I 3A A5. 1 3C I 2 L � 5 �A521 - - KIT HEN - k C � I Unit Plan 2.2 •,' - - pwi BATH 2 k ED 4C 0 i 0 10„ i - � II 3p pm �- a SC { r I I e , 6 a -- �- ...- i.____..fiIT HEN 4 CLOSET / :;;!_ SV CPT ' L_'�_._._�-' - --.._.- :: ;.- '• ,':. . F ! � 8: ---I I I I I L_ ji1rw1 `f) cin �a C1 8'-3 314" U ELEC. a III- \�F2 I j •f `� PANEL - U 31 u_ 1 C1 o t� - 3'-7 114" 5'-4 3/4" c BEDROOM 2 . • - '_6 3/4" /, 10'-i0. 5 A co S BEDROOM LIVING/DINING LIVING/DINING `e # Date Description I BEDROOM 2 Revisions L - ix> BEDROOM 1 January 12,2017 a• V 4V i _ PTAC Date L01.-- ..,.• , BB, DG, NE � � o ii- ti V41 - V 4 Designed B y 0 PATIO/BALCONY ® 82 PATIO/BALCONY DG, NE, NM i U I 11 I Idmi Drawn By a i it IISIDi 0 �k KJ 0 01 o Checked By Z c 41'-4 114" 17857 N. 1- Project Number a v cr 0 A5 2 1 ,,,,,,, 2 UNIT 2.2 REFLECTED CEILING PLAN 1 UNIT 2.2 FLOOR PLAN SheetNumbe` Ea I ai A5.21 SCALE: 1/4"= 1-0" A5.21 SCALE: 114"= 1'-a" Copyright 2016© E If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. ce ELEVATION KEYNOTES UNIT PLAN NOTES •' • a . 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR ,, ,: •,,;•„ • • 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT • 0,---1 e,- •• ••• EXTERIOR WALL. • 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, ' SEE DETAIL 17/A8.12 : ' • "' : 2. SEE BUILDING PLANS FOR EXTERIOR WALL, *_- . ••• • 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. ' y 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD •• UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. • • 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTEDG�ak r c�itec�tnC UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION A► s, 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. 808 SW 3rd Ave, Suite 300 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,101A8.11,11 /A8.11& UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL Portland, OR 97204 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Phone 503.287.6825 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Fax 503.415.2304 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 0 0 0 0 0 C 6 \ \ 0 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 171 A8.11 &18/A8.11 FOR TUB/SHOWER 0 0 0 © Q p © 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. II SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD 9 ) �/Z SHED 0 \. •(16) 13. 4" MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. iRROR r i I APPLIANCE)WHERE APPLICABLE 10. SEE 131 A8.11 &141 A8.11 FOR TYPICAL RATED 0 a 7 14. OPEN SHELVING WALL INTERSECTION DETAILS_ • 16 E c 1 It \, P ,\- -.- - 15- MICROWAVE WITH BUILT-!N RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, River Terrace HOOD CONTROLS,AND OTHER CONTROLS SHALL BE 17) \� �n / i I _ 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. C r_ _ii_ _ C 1 - C - _ - BACKSPLASH AND SIDESPLASH \- pq ELECTRICAL,TELECOMMUNICATION East 17. VANITY DRAWER UNIT CABINET T /11-, € bill 6 - - - i (TELEPHONE/TELEVISlON OUTLETS) 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER ® . @ t ® - / ® - 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. • 1 .-----7-,_ *-----.2 N`� _ `r _ _ �� _ ��+• - 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR 2,.._ � I t• BACKSPLASH, TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. Condominiums L L 4B 4C 4D 21. PLASTIC LAMINATE BAR TOP 4A -Jr ---1 �- " � 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 10 23, STANDARD WALL CABINET WITH 22. STANDARD WALL CABINET WITH NO(2SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. SW Roy Rogers Rd. ADJUSTABLE SHELVES 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Tigard, OR 97223 AREAS TO BE REINFORCED FOR GRAB BARS, 9 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT 4 UNIT 2.2 TYPE B BATHROOM 2 ELEVATIONS ADJUSTABLE SHELF LOCATIONS. A5.23 SCALE: 114"= 1'-0" 25. CCOUOWNNTRERTOP MICROWAVE, PROVIDE BY 15. ALL ALLUNNITTSST TO BE EQUIPPED WITH AUDIBLE 26, SHORTER REMOVABLE BASE CABINET AT ALARM NOTIFICATION APPLIANCES. UNITS ARE WORK WITH DRAWERS& TO BE PROVIDED WITH THE CAPABILITY TO ADJUSTABLE SURFACESHWITH SUPPORT VISIBLE ALARM NOTIFICATION 27. SHORTER REMOVABLE BASE CABINET AT SINK APPLIANCES IN ACCORDANCE WITH NFPA 72. AND WORK SURFACE PRE-WIRE UNITS FOR VISIBLE ALARMS. 28. RANGE WITH CONTROLS AT FRONT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 29. HAND SHOWER TO BE INTERCONNECTED.ALARMS TO BE 30. RANGE HOOD CONTROL WALL SWITCH HARDWIRED WITH BATTERY BACKUP. 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND Polygon SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS Northwest ( 4-)-... - 20. STRAP INSTALLATION FORSEE DETAIL 4/A8.11 WATER HEATER 0 0 0 I\ 0 0 19 ED ® 0 ® 0 21_ TYPE B UNITS W/2 BATHROOMS: 703 Broadway Street, �_�'� 28 22 -OPTION A-ALL TOILETS SHALL COMPLY W/ Suite 510 \ / \ Vancouver, WA 98fifi0 © U © © /_.__\ 6 / I. _ / I i r \ / 1004.11.3^1 '� f © © \ 0 © / 16� - _ II �I I - -- /20) 0 ►� �,- IN -OPTION B-1 TOILET SHALL COMPLY W/ 'k)N ii QMIRROR 0 \ N �- �- . r, -c__ \ \ _Ni" OPEN TO iD C���I� PLAN LEGEND 0 1 ,�/ / DlNINGILIVING `•€ c © - - ' a ID 0 41 � 7.4z \ . i - G (� 4iNi / / (28) \ \ --I' - �� �2`t� DROPPED SOFFIT @ 8.-0" UNo 7 i - C 1 _ 1 , \ +X'-XX" DROPPED SOFFIT CEILING HEIGHT RANGE RE=R N `\ �„\f-,`. „-i - ® ® 1=� - ® L - 1 / ® '� ,� i+� r 'N i� •� i VENTILATION PATH , ... , . , 3A �z'-3" z'-s° k r 3B 3C 3D r 5AU....... , .1 R.� 2�-6" 1'-9" 5B 2'-6" 2'-6" 5C 2 -o -0 n rn VERIFY-0" 7'-0" - VERIFY 2 VERT �1'_0" W/MFR W/MFR W/MFR 3 UNIT 2.2 TYPE B BATHROOM 1 ELEVATIONS 5 UNIT 2.2 TYPE B KITCHEN ELEVATIONS A5.23 SCALE: 1/4"= 1-0" A5.23 SCALE: 1/4"= i'-0" 2 a tocoai ` N • ,- co O CO 8'- 10 1/4" 5'-2 1/2" 7'- 11 1/4" �, 4'- 11 3/4" 3'-7 1/2" 3720 ai -I 1" 1' 1 BRIAN R.FLEENER fat Z-4, • ///Z P 7 • Fra. :fir: _ '41'--' -• ._?! = .:*-_ `sem 1-;',...i.`.".:n.:1 ;r• 44 7-.-- ,• I w�' I .���. :.. CD 1 1 ` %%MILANO,dR r F �� .�. I I _ _ j_ `�' __ _ BATH 1 0 _ � I •^a N 1 - - _ _ 1 4A {� a - 38 rn - - - 3 - - � REFR � L� r [8-)1 - I ;� i 1 s !, I - - -141 �•�:.`•'•,• - � 1-----C- 41 _.-- • r.•' ''r+ FE I - - kr - - ii 7 s 'r, �s , , ,-r s •' ss ;= C ;x ss3 B cr, - EXHAUST -••- - - � � - • - - ! A5.23 A5.2 2 yI r I I i : -f // CLOSET � , � h L • Q A5.23 l k I • • Unit t o BATH 2 Plan 2.2 . 3D. I _I_�!S€ � a� i i J ` i .r-...- .. _ .. .., I - - B, ti _,> �: -, _ _ _ _ --y i' :'__1 ' � __ -- --- -4 24A 24 ,T f ;� �v T De B ii + -on , I, 3'-031 IT HEN1JW_,� rcn I I a_ 1 - - C11: 8'-3314" 1. U a `/ F1 -' N../ U42'-c 1/2" 4'-9" • ELEC. Lu PANEL CY ❑ U co o) c 3 BEDROOM 2 0o • 248 1LIVING/DINING 2481 r L:rs # Date Description I Revisions a = BEDROOM 1 a January 12, 2017 . i 4 4 ,.-_1 LI- _ _.._.._ y Date ,- PTHC -I ; 1 ti BB, DG, NE o Designed By 4 4 4 B2 PATIO/BALCONY DG, NE, NM I - I i Drawn By 0 LI 4 4 ili 4 lb H ' U IU LI 1 KJ • a �u) 0 0 CI H i- Checked By z co • 17857 N Project Number W 0 to ,, A5 23 2 UNIT 2.2 TYPE B REFLECTED CEILING PLAN 1 UNIT 2.2 TYPE B FLOOR PLAN OPTION A - BOTH BATHROOMSS COMPLY W/ 1004.11.3.2• Sheet Numbera 55 1 ai A5.23 SCALE: 1/4"= 1'-0" A5.23 SCALE: 1/4"= 1'-0" Copyright 2016 O ti if this drawing is less than 24"x 36",it has 5 been reduced. Scale accordingly. as EY ELEVATION KEYNOTES UNIT PLAN NOTES • • • • • 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 0 •• 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. •• • ,,ir • SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, • •• • •• • • 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. • • •• • •• -• • •• I,•. 5. TP • DISPENSER @ 19"AFF 3. SEE 201 A8.11 FOR TYPICAL SOFFIT DETAIL. " • • 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD , . UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. ig 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED • •• •• UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Oak A;chitec}3, Inc 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6825 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Q O 0 'D 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.1I &18/A8.1I FOR TUB/SHOWER Fax 503.415.2304 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. SW© ID / ( 6 ) Q l © ,N 13. 4"MID BASE(CONTINUOUS BEHIND 9.TCH SEE 3/DETAIL.FOR TYPICAL CLOSET ROD 0 + f_ `� / u - \ ` l i 14. APPLIANCE) OPP I SHELVING WHERE APPLICABLE SHELF 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED WALL INTERSECTION DETAILS. MER O o 0 / 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, / / HOOD CONTROLS,AND OTHER CONTROLS SHALL BE Q= - - - 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" GE-IMAXIMUMABOVEFISHFLOOR. RIVVI� Terrace ELECTRICAL,TELECOMMUNICATION }{16) - - / - BACKSPLASH AND ICABINET (TELEPHONE/TELEVISION OUTLETS) 1- / \ 17. VANITY DRAWER UNIT CABINET t - 18. SINK BASE CABINET,TYP East Q i b \ p RECEPTACLES ON WALL SHALL BE NO LOWER THAN 15"ABOVE FINISHED FLOOR. ,�TT�_ - 20. PLASTICDLAMINATIE COOUNTERTOP AND TILE , ._________4. - - 13� \ _, 13 12. SEE 21A8.11 FOR TYPICAL BI-PASS DOOR ,� cu �� er J dim L - - BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. l Ir r~- \ 21. PE�4STIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominiums 4A ' '-3)t. 2'-3" IJ'-3 4B 4C 4D SHALL HAVE 1.5 GPM UCET AERATORS. 23. STANDARD WALL CABINET WITH(2) SHELVES 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 2.3 BATHROOM 2 ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.24 SCALE: 1/4"= 1-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NEPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER Northwest STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: 0 0 0 0 0 0 ® 0 23 22 ® � -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, 1004.11.3.1 )] -OPTION B- 1 TOILET SHALL COMPLY W/ Vancouver,Suite 510 WA 98660 © 0 © © \� 0 J il L- = ii ®\ _ _ I __ -_-_,. -A ,...,.._41 �15�" - .�,,� I , ® 1004.11.3.2 20 i ,/ N :I1, 1., 1E3 �,I I-- [ �. 24 CEILING PLAN LEGEND =- �' r _ W - co N V �28) �I. QI. _ �A ��_n / f��� 24� �� DROPPED SOFFIT @ 8'-0"UNO - Q - �1�� (�� Tlx/ / ''1' h +X'-XX" DROPPED SOFFIT CEILING HEIGHT -1T o 8 o 1=11 , ® �I N1 L - - 0 gi k. 1 ® �� f,' \ v f' - - - VENTILATION PATH . . -t,,,..Th . 111111111_ L 2'-3" 3'-0" 2'-9" 2'-0" L 2'-3" L L 2'-6" L 2'-6" L 2'-6" 2'-6" d 3A 3B 3C 3D 5A �► X .� 5B VERIFY �1'-0" VERIFY VERIFY 2" W/MFR W/MFR W/MFR 3 UNIT 2.3 BATHROOM 'I ELEVATIONS 5 UNIT 2.3 KITCHEN ELEVATIONS A5.24 SCALE: 1/4"= 1'-0" A5.24 SCALE: 1/4"= 1-0" • A5.30 A5.30 Z Q 12'-3" °' 1 N . J! . ., .e c 'it- EXHAUST �r v .. .-:, r-_ :�� � , � .;.. 6' 2 1/2" 2 11 4 3/4" i _ �.., �" L"� ��- ;s 4A BATH 2 �721� m :�- - . � 2" 4'- , �24A , BRIAN R.FLEENER A �'=Tj a r• 9314" k 4D A5.24 'B 1 /..\C1i i to f x IAND,OR ' : ELEVATION KEYNOTES UNIT PLAN NOTES I •• • 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL- SEE DETAIL 17/A8.12 ..,::411F1::::-.a.: R 2. SEE BUILDING PLANS FOR EXTERIOR WALL, � , • 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. •• •• •• 5. TP DISPENSER @ 19"AFF 3. SEE 20/M.11 FOR TYPICAL SOFFIT DETAIL. ••• • 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR 48"AFF(45" IN TYPE A @ 5. SEE BUILDING FLOOR PLANS AND REFLECTED . UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. GtaK Architects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,101A8.11,11 /A8.11& UNDER CABINET. SEE 41A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. T SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6825 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 0 0 0 , ` 6 0 0 12. RANGE HHOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. 9. SEE 3/A8.12 FOR TYPICAL.CLOSET ROD 0 .r.� 0 0 O / II , ( 2) 0 13. 4"MF BASE APPLIANCE)WHERE INUOUS APPLICABLESHELF DETAIL. B 0 • _ ( 7 ) �� © 14. OPEN SHELVING 10. SEE 131A8.11 &141A8.11 FOR TYPICAL RATED WALL INTERSECTION DETAILS. MIRRO" / ` / / 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, \\,r13 / ( 6 /- / O O r HOOD 16. PLASTIC LAMINATE COUNTERTOP WITH 4" CONTROLS,AND OTHER CONTROLS SHALL BE ..,. ea - - r - - - 48 HIGH MAXIMUM ABOVE FINISH FLOOR. River Terrace / BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION J ♦ _ _ I 17. VANITY DRAWER UNIT CABINET (TE ELECTRICAL, TELEVISION OUTLETS) _� r j � g ) y�'� C - _ _ C E 18. SINK BASE CABINET, TYP East 6 L I - ._ J .--11-,, ¢ ` L - - - THAN 15"ABOVE FINISHED FLOOR. NO LOWER 2 219. PAINTED GYPSUM BOARD SOFFIT 2 2 . z 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR 1 ® L - - f ® BACKSPLASH, jJ HEAP DETAIL,AND 3/A$.11 FOR BI-FOLD. ``) ♦ 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 4A 3' D" ,- 4B T. 4C 4D 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. Condominiums .I' 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE 1'-0"-} �1'-0" ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 2.3 TYPE BATHROOM 2 ELEVATIONS 25. COUNTERTOP RMICROWAVE, PROVIDE BYOW15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE A5.25 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT ALARM NOTIFICATION APPLIANCES. UNITS ARE TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER Northwest STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: ® 0 ® ® ® ® -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, 0 0 0 0 0 0 0 .159)›.--- _____ 1 DPTIO B ® © 0 © 0 Q 9 � _ {{ -- -__ ® ( igf 1 0 -OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 ' V "� \ II � L� � 0 15� ' -� li,� �t` l7` 1004.11.3.2 Vancouver, WA 98660 O IRROR 00 © \ \ • ' (16) '�r -yC %' -_, ,r --�18\ E. ; c ' \ r ,,U,, V m -- .,I MICR �\AI/ CEILING PLAN LEGEND /1r - - - - I r _ J� / / 24 CO N /28 I 1 _.. ._. _ _ _ • L"- _ �. � \ _ \ ) , DROPPED SOFFIT 8'-0" UNO _ / \ ��1 nun �� - /r 28 Ta I` o I, a e o o a 24/ = @ 1 _ �.I 7 q - ] C - - - ] �" .p "6 / I I`art' - ; �T� ell a C - - ] E• ,A r- �•'i 1 DW �� ., /` �,�(N RANGE �������FR +X'-XX" DROPPED SOFFIT CEILING HEIGHT m .., , ...... NI . L j tT J --- , 1d` c. VENTILATION PATH A. L L " �,, VERIFY �r 3A X1'2 "3 3B 3C 3D '� k 5B 2'-6" " VERIFY 21-62" VERIFY WI MFR WI MFR WI MFR 3 UNIT 2.3 TYPE BATHROOM 1 ELEVATIONS 5 UNIT 2.3 TYPE KITCHEN ELEVATIONS A5.25 SCALE: 1/4"= 1'-0" A5.25 SCALE: 1/4"= 1'-0" a co . 12'-3" 1._ N 4'-D" rr- CO c1a II Z; "."-''''.--"44- 1 i CD I AN .1 . r 4 ;1': ,y'. EXHAUST I I. 4A I I - ._. .1 f; `1_. : ,; R,, ,°° ;�-...BATH 2372 0 ! RI- res ' J' i� i ' 1 24 �+ BRIAN R l:l. ,.'1' 6' 0 314" -4 1/4" 4'-4 314" C 1 , ■ p • .' 1 Eo • I/a/1 1 7 I 4D A5.25 B a ' .,.__IT LA, __ 0) qsZORTLANO,OR ' I % ) WH ' 1 -' - a. OF 0[,3.: . )-'. BATH 1 : r`� ,:';.:...2'-,j.:!'., { :- ;f s =. _-......_. f iia# 1 - ''':-..';',-, .:-..`.:P.•-: :;.'' . -•::':-.y b .,-.1-=. , - , - i, N1 ' A W >: .I =•,: < : - ._ IB BEDROOM nlZ.3 1 [ � 3A A5.25 3C '� cr ra4'-8314" - `3° _ 3Di ,.',^ 1 (C1 3'-8 1/2'''--.-- • 24B 248 1 ,,�- 4'- 1D 3/4" " e- - NI CLOSET ,,2' 4 314" C71:1 I '�l a • u- N U w 1 i L I _•,� w - 0 - _.-____-i 0 E2 > `y ELEC. u PTAC " IMJ(\ / PANEL m 8 -3 u _ EFR� tj11. .. m ---. LIVING/DINING qr al 11'- 11" ;I:`; r Ir 1 I �, I 1 i # Date Description I- -iii 1 SV CPT QJ.- -1'-0' .Cf ,F.. BEDROOM < 1 5- A5.25 Revisions a. . O� KITCH CI January 12, 2017 1 EN CT) Date I 5A it) rI I : 1 1 I I . 'c ';�;.; I 1 I I r B3 BB, DG,NE o ---I 1 1 I I Designed By i:`; -J--r--- =- �� -��-u __-� PATIO/BALCONY n L`' 1 DG, NE, NM O 1.,. I-I I I � Ir I : Drawn By v 1 :�.• IIS �I � � , i ,� ..._._!.-..... � �1cj0 . KJ cn z 0 Checked By EXHAUST --/- ' ' 17857 N Project Number 5 a) cc 0 m 2 UNIT 2.3 TYPE B REFLECTED CEILING PLAN 1 UNIT 2.3 TYPE B FLOOR PLAN OPTION A - BOTH RATHROOMSS COMPLY W/ 1004.11.3.2 Flo Sheet NumberA5 iii A5.25 SCALE: 1/4"= 1'-0" A5.25 SCALE: 1/4"= 1'-0" Copyright 2016 If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. m ELEVATION KEYNOTES UNIT PLAN NOTES •• •• • • • 1. SHOWER CURTAIN ROD • 1. • REFER TO OVERALL BUILDING PLANS FORo a 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 13 It •*s. + . ••• ••`w 4. LIGHT FIXTURE CENTERED OVER MIRROR • • •• •• WINDOW AND DOOR DIMENSIONS&TAGS. � �• ': ' • 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. ~-- - 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD !: UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. .... •• 7. 24"TOWEL BAR @ 48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED • UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION inc8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. ()Zak Architects, Ic 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10JA8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone 503.287.6825 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 0 G Q 00 12. RANGE HOOD UNIT WITH WALL CONTROL g ENE ENCLOSURE DETAIL OAIL AT WAC OSLO ROD © / /© ©© � 0 13. 4"MDF BASE(CONTINUOUS BEHINDAPPLIANCESHELF DETAIL. (16 ,1 0 16 14. OPEN SHELVING WHERE RE APPLICABLE 10. SEE 13/A8.11 & 14/A8.11 FOR TYPICAL RATED \� 15. MICROWAVE WITH BUILT-!N RANGE EXHAUST WALL INTERSECTION DETAILS. IRROR \ 11. LIGHT SWITCHES, ENVIRONMENTAL, -' - - - , H°°° River Terrace 16. PLASTIC LAMINATE COUNTERTOP WITH 4" CONTROLS,AND OTHER CONTROLS SHALL BE iv 48" HIGH MAXIMUM ABOVE FINISH FLOOR. BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION �� / 17. VANITY DRAWER • r 1 - `l q NI CABINETRECEPTACLES ON WALL BE NO LOWER b - /,1l\\ - a / 19. PAINTED GYPSUM BOARD SOFFIT15"(TELEPHEast THAN ABOVE FINISHED FLOOR. ® _ ®® @ 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR L iv BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. ' ' - . / 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 1 " 1` r 22. STANDARD WALL CABINET WITH NO SHELVES Condominiums 4A 4B L L 2 -3 4C 4D SHALL HAVE 1.5 GPM FAUCET AERATORS. ' - " 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 1 0 24. STANDARD LBASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 2.4 BATHROOM 2 ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.26 SCALE: 1/4"= 1,-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS, 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A' UNITS 20. SEE DETAIL 41 A8.11 FOR WATER HEATERSTRAP �}h } 21. TYPE BIUN UNITS BATHROOMS:LATION Northwest IWeSL 0 OO 0 0 0 042) � ® ® ® 1004.11.3.1 -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, © :::T-. h€ © � N_ © (23� -_ @ @ r , -�24� OPTION & 1 TOILET SMALL COMPLY W/ Suite 510 {{ `-/ 1004.11.3.2 Vancouver, WA 98660 \'^•\ Il \\\/ / �� C �� '���\ ice'- _I� ( 6 }- \ d ,/ �- O C\�\\ -- - -` (2o) to---__. II -` IIB MlRRO' O ��-- � -- I @(28 . ,,-,� !4,-d __�/ - /, El /' '`u/' -' \\I- "' 1' ► '\u/` CEILING PLAN LEGEND I NI \1.\\\r' - - r r - r r- - ® C) €) � /' �- _ - - - _, n , (24) , I ,l / i . \ _ m L1L - e �L (20) ' 1%,__. _ - - _. ^ •`:,: , DROPPED SOFFIT @ 8'-0"UNO 4 - `= g oo ' �� �+ �� J1 \ '��k` '/Il\"0( O � \` - /II"N. REFR +x'-xX" DROPPED SOFFIT CEILING HEIGHT illir •\ 1_ .--( 13�--- . E\- r. ,% DW �, RANG= F,.. -�- .. N L - _ -� \\"'- ' r „, _ - .- - - VENTILATION PATH 3A '-3" 2'-311 ,31-3% fi 3B 3C I 3D 5A ,I 3'-0" 2'-9" 2'-0" L 21-3" 5B 2'-6" I, 2'-6" I_ 2'-6" 2'-6" .L VERIFP •I VERFIY�f 2 VERFIY WI MFR W/MFR W/MFR 3 UNIT 2.4 BATHROOM 1 ELEVATIONS 5 UNIT 2.4 KITCHEN ELEVATIONS A5.26 SCALE: 1/4"= I'-0" A5.26 SCALE: 1/4" = 11-0" 2 a In EXHAUST LA llE=1� 0 I. N I , I. co . ! i .d N PATIO/BALCONY ;. PATIO/BALCONY IIII LJ �i--� ' hi ::� 5A I ,• I--- 3720 03 = B3 ; i 1 BEDROOM 2 BRIAN R.FLEENER CI I I ii 1'-0--�. 112 7 OI A5 26 5B I . • T T ; do 1 ORTtA D,OR _ I OF 0 KITCHEN 7 . >r KITCHEN ..._..-...1..-------..;-L .- BEDROOM 2 �c.:, (CPT SV l _ , ::{` 1I Unit Plan 2.4 -.___-, ELEC.': - i___._ .__. __ _i_. __ PANEL • ', i 1 C 1 • PTAC REFR - t F LIVING/DINING ,2 I l f � � � "� � i � - mac • LIVING/DINING LL _J - E;' 1 J2' 43/4° \� N IS �;• _ 14`- 10114" �{' 4'- 10314" 3'-4112" i 1 : I C1 4D 24A ---_ O 1 I r '.` r Y '� y f 2X6 1 ' 111.51211 _ :,.. - ,, V_ _ -�' - •+'- 7 ...� TEM A5 °,a; ,,,• $ATI #'2:'..:; .r 24- B Cl I 1 1 CLOSET 17 _�_ I. ..I � --- m ',f•.''::',';' :,'. +g p BEDROOM 1 1 `' '.... .. . .. CLOSET :....r---....;.%.- �� a) 91Fr. o ;:�.. I1 `1...` : 1 - BATH ai i W k F.i ° € i- # Date Description +8' - 0" j T' - - - - LA 24 D2 I /"\ I = R a� - r .- .Y�_ I - o Revisions F. ri + iX 16 I - �- _ January 2017 ,F BEDROOM 1 .: i 3D ry 1 j d -'l.' I I � --U --- I Ja a 2 � •. .; . .._._._.._..__ �r _- _ • Date =f 1` C1 3 A5.26 36 , 2'-8" S 5" BB, DG, NE T r4 Designed ,, Fir { s By a flj o f T i f• "•J A DG, M EXHAUST '_...-...,:..: 4--:„.:..,„,.....,.4,,,,,4..„ - - ..,-, .',�.��•.: . � .! G NE N o �� L,. - .; :,J • • ! I ( Drawn By U . "- -."_ .-• ,s..;.:•.. ,W... '.`L!Y'.•T�'.. _+...� _ .T.,. . •,.- '� '•�.•..-v.�. .`:4,'I ,• ., 1 I 4 o �p �i : KJ Z10'-7 1/2" I_ Checked By co �` 17857 Project Number m ce0 co (,-) A5 . 2 6 2 UNIT 2.4 REFLECTED CEILING PLAN 1 UNIT 2.4 FLOOR PLAN m Sheet Number ai A5.26 SCALE: 1/4"= 1'-0" A5.26 SCALE: 1/4"= 1'-0" Copyright 2016© it If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. m EY ELEVATION KEYNOTES UNIT PLAN NOTES OF a • 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. '• • SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, . • 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. • .;. •• •' 5. TP DISPENSER @ 19"AFF 3. SEE 201 A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. •yea '• •• •• - 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED • UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& - UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD • 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone 503.2$7.6$25 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 171 A8.11 &181 A8.11 FOR TUB/SHOWER Fax 503.415.2304 0 0 0 0 Q 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL& FLOOR. SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD 0 © IS © © 13. 4"MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. • \\ APPLIANCE WHERE APPLICABLE K 2) � % 0 - _' I 0 ( 6 /-` �• r 0 14. OPEN SHE VING 10. SEE 13/A8.11 & 14/A8,11 FOR TYPICAL RATED 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST WALL INTERSECTION DETAILS. 6 ) 0- © \ 11. LIGHT SWITCHES, ENVIRONMENTAL, 1 i HOOD CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace 411/ 16. PLASTIC LAMINATE COUNTERTOP WITH 4" n, , I4 r , 48" HIGH MAXIMUM ABOVE FINISH FLOOR. BACKSPLASH AND SJDESPLASH I I _ _ _ _ � � � ELECTRICAL,TELECOMMUNICATION -L -,r_-,- -i _ _ / 17. VANITY AE UNIT CABINET (TELEP ACLESELEVISION OUTLETS) RECEPTACLES ON WALL SHALL BE NO LOWER East C _ _ _ s I I I \ 3,_ � 19. PAINTED GYPSUM BOARD SOFFIT " ® -Co �_ ® ® ® 20. PLASTIC LAMINATE COUNTERTOP AND TILE THAN 15 ABOVE FINISHED FLOOR. __ 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR - - tr cN ",z� a BACKSPLASH,TYP 21. PLASTIC LAMINATE BAR TOP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. r - - 13. ALL FAUCETS TO HAVE LEVER HANDLES AND o n d om l n u ms 4A 4B 2'-6" 4C 4D �� 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE UNIT 2.4 TYPE B BATHROOM 2 ELEVATIONS OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.27 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 41 A8.11 FOR WATER HEATER Northwest STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: lI { 19 -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, C 0 0 0 0 0 Il 1I 0 ® 10fl4.11.3.1 Suite 510 0 © ( ) 0 , ( 1 ® (23) �`� /_ 3'- -OPTION 8- 1 TOILET SHALL COMPLY W/ Vancouver, WA 98660 22 / s,- / 1004.11.3.2 0 'li ( 9 ) ! 3 ( 16) '-( 6 ) 0 / ( 7 ) in �---� --- ® V ...\\\.\\, ,,,,,,Elic MIRROR / 6 , 1 0 / 11) N ,\_�% ono- C18) 20 `Ns \' -1• ; MICR `.--;/ CEILING PLAN LEGEND N 4� ) >-' -dd (16) (24) 16 /• w"_ _ - _ -�� n ' // (24) 0 \ -� ` DROPPED SOFFIT @ 8'-0" UNO -Cil I j C -_ - rv__ _. \ C - - - � - �-oa - - (28) '� C - i_ -- l T 13 _ 41) _ .f 1. /41,, / �. 1l. +X'-XX" DROPPED SOFFIT CEILING HEIGHT DW �-- �_-- RANGE �_-_� REFR f J 1 ,L /�� ! VENTILATION PATH ''t . • / L ■ r • r 3A ' '-3* 2'-3" 41'-3� 3B 3C �� 3D , 5A _I. 3'-0. ,1► 2'-9" ii.2'-0" L 2'-3" ji► 5B ,L -6" 2'-6" 2'-6" 2'-6" VERIff VERIFY 2" VERIFY W/MFR W/MFR W/MFR 3 UNIT 2.4 TYPE B BATHROOM 'I ELEVATIONS 5 UNIT 2.4 TYPE B KITCHEN ELEVATIONS A5.27 SCALE: 1/4"= 11-0" SCALE: 1/4" 1 -0 A5.27 = " 2 a t-n ,/ EXHAUST co I. 4 IF 4 i [ 1Ji , , , . 41 ! PATIOIBALCONY DW I 1 .i! - - :.,�I:;, - i , 5A I -- w . BRIAN a ,i, B3 , ; • , � BEDROOM 2 • //l2./11 • ii I 1 1'-0�'�1;'- l r I .j..---...z==A5_27 5B I __ t • I � Ll��ID,OR . 100H-r-,1(--r--\0 ----� _i: �CPT SV) KITCHEN- i �� A:i:•:- Unit Plan 2.4 17 C PANEL Type B PTHC a REFR a E2 0 . _ G ..jLIVING/DINING z4A' ' _ ' ; - u 6'-03/4" 8'-2114" rNt .� <CPT SV ) 'c U- ,, pr.. X 14'-63/4" 4'- 103/4" 3'-8" ,, Cl 4D W o /i co ... si--124A1 D .5 24B C1 CLOSET i , 2 1 ill ' II1/2' - :' �::::. BEDROOM 1 ___- _ --'-'NE).\\ uz...BA 1:2 >.:'. _ 4 yy i # Date Description +8' - ()" : Y" - •.••_ .'4: n 1- 0 : Revisions r ' \' n i. , 7 .I. , . . , '� �. f l o January 12, 2017 L ' D _.• _i____.,,,_ Date 1 'f' ;: I r 4, ",., ; : . ..1..6: r 1 4'-6 1/2" BB, DG,NE o F Cs) I Cl 3 A5.27 3B = `- EXHAUST m _ �:' "� `'' { I Designed By + i BASF# 0 r �1' " ' t T T i3A DG, NE, NM ca C.) y 4. Drawn Byv KJ m z Checked By co 12'-2 1/2" , 17857 • Project Number T) 0 co 2 2 UNIT 2.4 TYPE B REFLECTED CEILING PLAN • 27 1 UNIT 2.4 TYPE B FLOOR PLAN OPTION A - BOTH BATHROOMSS COMPLY WI 1004.11.3.2 Sheet Number ai A5.27 SCALE: 1/4" = 1'-0" • A5.27 SCALE: 114"= 1'-0" Copyright 2016 it if this drawing is less than 24"x 36",it has -� been reduced. Scale accordingly. a) CC ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR on.0 ain• • 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. •. i •• j SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, • :x • • • • 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. • • •• • •• 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. • • ••• • 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. w •• •••• 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED : • • • • • • • UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION Otak 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak ArCEIIIIects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 41A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone 503.287.fi825 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. ( 1 ) / 4 0 0 0 9. SEE 31 A8.12 FOR TYPICAL CLOSET ROD ( 2 \ K0 0 , 0 IL. I, © © 13. 4"APPLIANCE)WHERE APPLICABLEF BASE(CONTINUOUS 10. 10. SEE 13 A8..SHELF 11 &14/A8.11 FOR TYPICAL RATED \1:1/4 Ar 0 Q / Q i / 14. OPEN SHELVING WALL INTERSECTION DETAILS. o MlRRO' 16 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, 1 / ,� HOOD CONTROLS,AND OTHER CONTROLS SHALL BE f r V,., ..4- 0 / 5 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" HIGH MAXIMUM ABOVE FINISH FLOOR. River Terrace 0 - _ _ _ - I /' _ _ _ BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION r \ 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) Q RECEPTACLES ON WALL SHALL BE NO LOWER 8 _ o �- t • \ 18. PAINTED BASE CABINET, TYP THAN 15"ABOVE FINISHED FLOOR. East 19. GYPSUM BOARD SOFFIT O r ® - ® 20. BACKSPLASH,MIAT COUNTERTOP AND TILE 12. SEE 21 A8.11 FOR TYPICAL BI-PASS DOOR 1 13 ® i ` 1 r� �' I \ IJ I L _ HEAD DETAIL,AND 31A8.11 FOR BI-FOLD. " l I 22. STA21. NDARD LAMINATE WALL BAR RS OW WITH NO SHELVES P 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominium s SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A L 2'-3 4B 4C 4D 23. STANDARD WALL CABINET WITH (2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE d �1'-0" ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE 4 UNIT 2.5 BATHROOM 2 ELEVATIONS OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.28 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest 21. TYPE B UNITS W/2 BATHROOMS: (___5i -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, \ 0 0 0 0 0 0 /N., y 0 ® ® 0 0 ® ® 0 1004.11.3.1 0 r- 16) 0 © © © € ' 0 (23) I I 0 -OPTION g 1 TOILET SHALL COMPLY W/ Suite 510 - - - Vancouver, WA 98660 / • y ' 0 _ I -, /f ` \\ . ® (15> ` _ III ,�^�` ® OP-�N-TO > MIRROR \18� © / I- ) 0 20 1 h)-. '-" DINING/LIVING CEILING PLAN LEGEND ♦-- CII I �_�- N1 (28) I. `� L - - / (28) C 24> `� cfl 24 / //ii NNN _ in DROPPED SOFFIT @ 8'-0" UNO I I I czi °� o ,I,.` :11.124 ` ,1 '�`�ma +X'-XX" DROPPED SOFFIT CEILING HEIGHT , , r / \ DW 13 13 - 13 b REFR --' - - - - - N �. / •♦ i' �► ;c1., t 1. 0 -, _._ L - - J 1 O 'er _ - - - i*a �,\ VENTILATION PATH 3A 2'-3" 1, 6 2'-3" 3B 3C 3D 5A 4, 2'-6" 2'-3" 5B �,1'-6 2'-6" �1'-9")r 5C 1'-on 3'-0" 2'-0"-r • �5 314" VERIFY 2. VERIFY '' VERIFY' W/MFR W/MFR W/MFR 3 UNIT 2.5 BATHROOM 1 ELEVATIONS 5 UNIT 2.5 KITCHEN ELEVATIONS A5.28 SCALE: 1/4"= 1'-0" A5.28 SCALE: 1/4"= 1-0" 2 a 0 co co N • J ' d y d Cn en • 31 0 til al Q {, ❑ LI BRIAN R.FLEENER gi 15 €■._; ki ii I'ORTEANO,OR .� EXHAUST11T17 1 1 • I P 1 , . PTAc B2 PATIO/BALCONY A r,1,-,.11,: • t. li i .04. • . 'I 1 . . ----k -0 4 �:- A-,,, t 4 t 1 41 i Unit Plan 2.5 :,, ,. = BEDROOM 2 1:.I '} .1,: 'fEl. , +8'-ON LIVING/DINING t- `I f-, BEDROOM 1 ,I, ` "I1 I: ELEC. u- G• f.,TT:, _ PANEL _ U r' iin . `=F':I' n 1L-6 3/y 5' 1 1/4" co Cil 0' `;f` ;t,�.: = 5'-6" 3'-p 3/ t a o ! 1 24A ti- I'6 • 1 1 r ar_ __ l'' �' 4A� - _ 1 { II • I2 1 € I I ° I U 24 ., �.: - :.._? _ c-0,-) , Cl SV CPT il D1 _ __I i - L--ho li ..... ] 0 v D2 i 1 CLOSET m }s• = °i { j-_ • = --� f +;' -_n 5C--` � 3 i 1:12i �- # Date Description - KITCHEN € "' Reel • :6-' € I t Revisions A 1 1 1 : ,.,• `• • t �_� 1 U :y"_ - - r - - - - n- - o I , IL. ....5 r I ------..-..-----FE I EE {^` + "� -_ -.. . •3A5.28 -€-- ---.---. - I 4C January12, 2017 a. _ 7 0 :� 4 36 I 5 :J�. 1 11 - co M r -► + i / 8 0 I _ - - _ - '�i' � 24 Ini Date ` •a te �'�'V - }yr�� I J I • 3 - - - E ••. -i i n r b .•,r . �:•.P ., ..... f. ...,.,..• ,. a .-..''v _ 1 1 - a-. m .j ~t, , M F;:}' - - -'i. - - - :;�_ � CLOSET 5A 4B r- -,)'.,:::°-` _ -, _ i r� �€ € I I = IA5.28 �D :; �'); � o - - "▪ �� 3A A5.28 3 � ,1 C1 0 a BB DG NE �' `j - in _ J IDesigned 11� BATHs By - '-L'' - 4A L h - 1 _ $D _ Si •ti- - - -REFR- o - - - - - DG NE NM o CD - 03 'R 1 :�F -{- BATH 1 - ______%,__ _ _ • ,'<' IDrawn B v ?' . s r ' :4 �_ ,- . -� � a 1 . I � � r� I p f w ' r 1 _ U - KJ r U, 5'-21/2" L 7'- 111/4" \-/ 5'-0" L 3'-71/2" Checked By Z s co • 17857 c Project Number w g a • A5 . 28 2 2 UNIT 2.5 REFLECTED CEILING PLAN I UNIT 2.5 FLOOR PLAN m Sheet Number ai A5.28 SCALE: 1/4"= t-0" A5.28 SCALE: 1/4"= 11-0" Copyright 2016 i,i If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. a) X ELEVATION KEYNOTES UNIT PLAN NOTES .• . • •• • 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR0 a 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING 1N WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. • •4:r: • U SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, : " • /C... ` • •• ••• .s` • •• • 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. •• • • 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. f ••• ••• 6- 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD . 'A WA UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. •• •• 7. 24"TOWEL BAR @ 48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED . • . ' ' ' ' UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION • 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. OtaK Art 1tects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 41A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6825 0 1.0GRAB BAR BLOCKING, SEE DETAIL SHELVES 12 DOOR FRAME DETAIL AND JAMB DIMENSION. 8. SEE 171A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 0 0 07 0 0 © 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. © © © ) © © /7 SWITCH 9. SSEE 3 HELF DETAIL. TYPICAL CLOSET ROD � 6 13. 4"MDF BASE(CONTINUOUS BEHIND t� / J i APPLIANCE)WHERE APPLICABLE 10. SEE 131 A8.11 &141 A8.11 FOR TYPICAL RATED © \4 -4 MIRRO / 0 O / © O 14. OPEN SHELVING • WALL INTERSECTION DETAILS. / 16/ / 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, El o // / CONTROLS,AND OTHERIOONTROLS SHALL BE °°° River Terrace 1 _ _ _ _ 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 4$" HIGH MAXIMUM ABOVE FINISH FLOOR. BACKSPLASH AND SIDESPLASH I I ` `� / J ELECTRICAL,TELECOMMUNICATION // ,, "�" Al �r O �� � �. C _ _ - E _ 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) �- 18. SINK BASE CABINET,TYP East � I I I I J� /• - � E� RECEPTACLES ON WALL SHALL BE NO LOWER ® 8 I- - ,_ ,,/1TN J ® C - - - ] ® 20. PLASTIC LAMINATE COUNTERTOP AND TILE19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. J 12. SEE 2 J A$.11 FOR TYPICAL BI-PASS DOOR 1---.4 r pct *�� /. _� j - - J BACKSPLASH,TYP21. PLASTIC LAMINATE BAR TOP HEAD DETAIL,AND 31A8.11 FOR BI-FOLD. • _ " .r r \ u22. STANDARD WALL CABINETWITH NO SHELVES 13, ALL FAUCETS TO HAVE LEVER HANDLES AND Condom in I u ms 4A 2' 3 L 4B 4C 4DSHALL HAVE 1.5 GPM FAUCET AERATORS. 23. STANDARD WALL CABINET WITH (2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE 1-0" ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. a 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 2,5 TYPE B BATHROOM 2 ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5 29 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 171A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A' UNITS 20. SEE DETAIL 4/A8,11 FOR WATER HEATER Northwest STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: 0 O O 1 0 I 2O ® ® ID ®_ 19 -OPTION 04.11 3A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, © 6 ) © © © I r _ l 23) ® I -OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 f ® T�--�--� 'r 1004.11'3'2 Vancouver WA 98660 I �] a >>, / . II ® _ . . c`� , / , 15 ® OPEN TO © - �.. 6 -47 CI ID / © © if f • �� io -r`- -`� �i �i ` \ DINING/LIVING MIRROR / --� .�� ' /20� ��- -. a�-_� C16� 1� p n O , j/ 11 `� �, �,,d M,� - ,�, I/�- CEILING PLAN LEGEND �' ` _ _ _, 1 / - - - - } // 28) `O _{ @ (18) ` -2:-'- `' DROPPED SOFFIT @ 8'-0" UNO -,-,_-_, © • r� �I ! i �1 rE 1 _ 11 - F � i r I i fl x 28 If �'� 7_ rL I I -' �� 9 ) Q - I �•-.1N \ 'l1` +x-XX" DROPPED SOFFIT CEILING HEIGHT ��, �` `� 6 ID liD‘, _ L J , limb k,..1. _ 1 RI!" 'FR F� -' L RANGE - ` DW - �' C ..., Li VENTILATION PATH v " 1 J' I' 2'-6" 2'-3" 1'-6" 2'-6" 1'-9" 3'-0" 2'-0" 3A 2 -3 2 -3 x 3B 3C 3D 5A VERIFY ''\---2" 5B '� VERIFY .' 5C -11-0" 'VERIFt W/MFR W/MFR W!MFR 3 UNIT 2.5 TYPE B BATHROOM 1 ELEVATIONS 5 UNIT 2.5 TYPE B KITCHEN ELEVATIONS I A5.29 SCALE: 1/4"= 1'-0" A5.29 SCALE: 1/4"= 1-0" 2 Q co 0 M r O T6 1 d M 372 c actct_ii 6 ft I I; I II 9 ... • BRIAN R.FLEENER --\ I •�_:_� ) izl, )7 t ---A i1 EXHAUST ■Iw.11 PORTLAND, OR .'-• F - I. 1 PTAC 82 PATIO/BALCONY OF a Xi .,-11,14: 111 � :1:,�,{T: I III= P a Unit Plan 2,5 ,'1:. '!'-,- .. Type B • • , - BEDROOM 2 • ;1,: -3:6:.1=:• M =1. LIVING/DINING BEDROOM 1 1 0 „4-,.. . .:-: . ELEC. t:1': Cl PANEL 0 ;::1 - -al 5'-6" i'-631 " 5'- 111411 m ,� 'I- ':1--,-1`,; C1 8'-2" --III Li- F1,, j t _ _, : ,, I � � IMI . I, I Tr] 1 i › 0) mrn /7/ ,_ :fi l:�, : I Cl1 i 1 I cn 4 il. ✓'1•:••;_I..:.? , w i 1 SV CPT i I l f DW v 2' 11 1/2" D2 El CLOSET E j. _•: + �1 \ )-1 -i I -, 1 ri, :• , -- .*I "- . ' I 24 �, Date Description F- "`• ' ,`. i -- •r 1 --i-I ITCH •; :.' ' � I i � i��• ? � Revisions 43 7.ce _ •` - - :.�* //fi�n (v-,• _ EM �•- i .,1 - -- �G- L' ! -- • 1 - - - i. r- - - - rJ- -AS.29 °3._ I i �, 38 r r- January 12 2017 - - , - rY •4• - I , i I I I I ! 1 I �, I r I D • �,' - ate 1 l 01 t / I I L_I " tl.' I 1 ! rl i r. L _J _ � 5A r '�-" I, i. ., �< CLOSET - o3C k ' I - ••tir I r �` �-.'-I� 3A ClC A5.29 ■ A5.29' 1 1 �� 1 I i oj ll - _ BB DG NE , 1 , I Oen ,.,•• ,_ •- - - .-,•'-,�' _ • -�•' '�:- ��• `"%• '•_•, Y'i., `..•" _ BATH Designed .. : _ SO - REFR i I 9 By ,... y , .. ., ,sir u •. �� - , ♦ _ -'•^'' , - � . ••Y ••�,±,Y' - I II . o � 3D B 1 A 1 1 I � •,,r r I Drawn By x, • .< _. _ BATH Jr IT � �- I ' I 75 U _._... ,. I --.... .. .... . i ' .4 o r 1 I ,, a• "� KJ In F U - U Checked By / / I. 8'-6314" `n 5'-2112" 8'-2314" 5'-0" 3'- 1112" i_ to 17857 Project Number .r d re 0 ca A5 2 UNIT 2.5 TYPE B REFLECTED CEILING PLAN •1 UNIT 2.5 TYPE B FLOOR PLAN OPTION A - BOTH BATHROOMSS COMPLY W/ 1004,11,3.2 Sheet Number 29 c., Eii ili A5.29 SCALE: 1/4"= 1'-0" A5.29 SCALE: 114"= 1'-0" Copyright 2016© ii If this drawing is less than 24"x 36"it has been reduced. Scale accordingly. CEILING PLAN LEGEND ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 0 a • 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT ',';-,'' ; DROPPED SOFFIT @ 8'-O" UNO 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. • *• ••• • SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, • ••• ••• ••• +)C.-XX" DROPPED SOFFIT CEILING HEIGHT 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. • • • • • • • I • • •• 5. TP DISPENSER @ 19"AFF • •` ••• • 6. 18"TOWEL BAR @ 48"AFF 45" IN TYPE A 3. SEE 201 A8.11 FOR TYPICAL SOFFIT DETAIL. - - - VENTILATION PATH ( 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 'V`"A. ••. 7. 24"TOWEL BAR @ 48"AFF (45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED '' ' ` • UNITS),PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION +'� r 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Vtu.h Architects, Inc • 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone 503.287.6825 Q 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 0 0 0 ` © 0 0 ( 6) 0 12, RANGE HOOD UNIT WITH WALL CONTROLSWITCH ENCLOSURE DETAIL AT WALL&FLOOR. © CO0 O 0 13. 4"MDF BASE(CONTINUOUS BEHIND 9 SHELF DETAIL. TYPICAL CLOSET ROD C 16� \ 0 \ APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED GI -� 14. OPEN SHELVING WALL INTERSECTION DETAILS. 4 "ROR \ • ` 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, o HOOD CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace ii L4 _ _�J \' 1 J 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" HIGH MAXIMUM ABOVE FINISH FLOOR. \ - - BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION 0 „� , / 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) � 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER a• = - \ , I 19. PAINTED GYPSUM BOARD SOFFIT15" a� 11 a 13, ® '-c-11,. /" 13) ® 20. PLASTIC LAMINATE COUNTERTOP AND TILE THAN / ABOVE TYPICAL FLOOR. �_ \-- L - - U / N r 'I 21. PBACKSPLASH,TYPLASTIC LAMINATE BAR TOP 12. SEE 21 A8.11 FOR TYPICAL Bi-PASS DOOR I " HEAD DETAIL,AND 31 A8.11 FOR BI-FOLD. -Ng " I. 22. STANDARD WALL CABINET WITH NO SHELVES 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominiums 4A - 3.-0 4B 4C 4D SHALL HAVE 1.5 GPM FAUCET AERATORS. .1.9",,, 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. ADJUSTABLE BASE WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 LOCATIONS. g 4 UNIT 3.1 BATHROOM 2 ELEVATIONS 25. OWNER COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE 26. SHORTER REMOVABLE BASE CABINET AT ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.30 SCALE: 1/4"= 11-0" TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4IA8.11 FOR WATER HEATER Northwest STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, 1004.11.3.1 Suite 510 -OPTION B-1 TOILET SHALL COMPLY W/ 1004.11.3.2 Vancouver, WA 98660 0 0 0 0 0 0 0 0 ® ® 19? 23 0 (23) ID 16> 0 © © © `` 0 �- $-i (22) 22 O 1 0 - \ [-, II ,r / ,.\ - _f Iii_ 15 ® ® OPEN TO / / • _7z-__ -.., 11 _- - - \ �� _ DINING/LIVING i� 4?' - - V 413 15 r. MI \ Z•1 \ La 0 N \ RROR 1 ' - _, -�I ,(24) __ / 0 p ' (28 0. = _ _ � ® ! RANGE. -_ . RE►R ' -1-1-, .-1 ,- �� •♦�, / utt 1 13 3AB _4, 2'-3" 1.-o.P2'-3" j ' 3B I 3C _.._. 3D I- 5A �,9"�, 2'-6" 62'-0" 2'-6" 5B , 5C-.I( 2 9" vER11=Y 5D ,� 3'-0" s'_0" VERIFY 2" VERIFY '-1'-0" J • W/MFR W/MFR W/MFR 3 UNIT 3.1 BATHROOM 1 ELEVATIONS 5 UNIT 3.1 KITCHEN ELEVATIONS a A5.30 SCALE: 1/4"= 1'-0" A5.30 SCALE: 1/4"= 1'-0" CD N O M N- .4- CO - rCO r CNI rn m 6 $l t �BRIA#V R.KEENER ra 03 I I --� i !l1z/17ri 7- EXHAUST .:... q..y POI�TI.AW OR 77. PATIO/BALCONY PATIO/BALCONY 32 0 PTAC I OF I__FF 1 !� 1..1 lc la U• : .„ It 1 k 1 �1 - I -7.--tnit Ian 3. ..:.• MASTER BEDROOM • .,J,.:.; BEDROOM 1 T. BEDROOM 1 us ,�', LIVING/DINING MASTER BEDROOM BEDROOM 2 :i....:• 1M 3/ IM LIVING/DINING rz BEDROOM 2 w ;1:j. _ El c I I Cl i L-, c Alak cc 1 IM1 1, - w _ A8.12 i♦ - 5' - 10314" I- 'Tv N ° C1 ' �, #h - • a CPT 5V U T 0" U .o_ .Q .... .1 ..... .._..� i • �� 24A • • :1` I I # ca D1 C1 • 4=�'. C1 24AI I 1 f D N i� # Date Description �' „ '-i --, + ' T �� CPi SV p F'1 +8 0 S Cr0 i i - -- i- ' • -- Revisions I I I y I I \ ...',.:',.;.-,-'-.:.,,-.f.;...-,... afs-..- - ____ 111-7. 5C _ ~-- 3D ix I - �, fn 4C --- Janua 12 2 7 • KITCHEN _-_ I January a1 - ,� � KIT - - .�,: - CHEN D. _ 1 i Date •I ' ~�' I 1 N tiv 5B 5D �n • A5.30 +7' / 3C 3 00 4; rD ClD1 A5.30 0 ! tio� I `,� - - - - - - CLOSET , 21 BB. DG, NE g _ 5A - Designed S BOX 9 Y s BATH 2 : 38 - - 1 _ L_ � - - - - - _ CLOSET •A • CLOSET _ r. - LAUNDRY DG NE NM � - '^ REFR _ vSt - UJ I I I<-- L - I y.�•- tet,= - _ 1 �� Drawn B 011 a Z - - - I I - .�• - :�•: .;,- :� .T._ - I d- � � �-�_ � - BATH 1 Y I 11 � • r. I A4 • CI d / o "4") v r ! KJ Z • Checked By EXHAUST 6'-41/2" , 0 10'-91/2" 7'- 13/4" �2'-71/2" 5'-0" 11'-1" 4'- 101/2" 17857 TS .; N Project Number A5.24 c4 0 co • A5130 2 2 UNIT 3.1 REFLECTED CEILING PLAN 1 UNIT 3.1 FLOOR PLAN Sheet Number, • 6 A5.30 SCALE: 114"= 1'-0" A5.30 SCALE: 114"= 1'-0" Copyright 2016 iz if this drawing is less than 24"x 36",it has been reduced. Scale accordingly. CU CC CEILING PLAN LEGEND ELEVATION KEYNOTES UNIT PLAN NOTES • • 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 0 ••• -:4 DROPPED SOFFIT @ 8'-0" UNO 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. +X'-XX" DROPPED SOFFIT CEILING HEIGHT SEE DETAIL 17/A8.12 .. • l'• .• .•• CU 4. LIGHT FIXTURE CENTERED OVER MIRROR 2. SEE BUILDING PLANS FOR EXTERIOR WALL, VENTILATION PATH @ g AFF WINDOW AND DOOR DIMENSIONS&TAGS. , *; , 5. TP DISPENSER 13. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. . ,. ••• • 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD =;7'4.41"--6t..'" " lEa'f. UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. ` • 5 � 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED • • •• •• UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION R 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak C'�rci1 IItec s, Inc 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7, SEE 1 1A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6$25 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOW ER Fax 503.415.2304 O 0 © 1 \ O -. O 0 12. RANG EHHOOD UNIT WITH WALL CONTROL SITENCLOSURE DETAIL AT WALL&FLOOR. 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD © Q ( 2 ) © _ © 13. 4"MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. 0a' - �f 0 0 e \• 0 r 14. OPEN SHELVING RE APPLICABLE 10. SEE WALL13INTERSECTION &14 A8,11DETAILS. OR TYPICAL RATED MIRROR 0 / 6\ 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, o HOOD / \ / 16. PLASTIC LAMINATE COUNTERTOP WITH 4 CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace - - I 1 `.__ 1 48 HIGH MAXIMUM ABOVE FINISH FLOOR. �J N I I - ELECTRICAL,TELECOMMUNICATION " a �L - / ____ 0 17. VANITY DRAWER UNIT CABINET Q �- - -_ _ 18. SINK BASE CABINET,TYP RECEPTACLES WALL OUTLETS) East I I C ] \C_Iv_-_Li RECEPTACLES ON SHALL BE NO LOWER a - f j. //TT.\' I - L _ : C �� 6 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. - `- ® ® /< ® 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 21 A8.11 FOR TYPICAL BI-PASS DOOR N �. /7 .\ / L I�� = i LBACKSPLASH,TYP` 'I - - / `I► 2i. PLASTIC LAMINATE BAR TOP HEAD DETAIL,AND 31 A8.11 FOR BI-FOLD- ' 22. STANDARD WALL CABINET WITH NO SHELVES 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condoms nlu ms 2'-3" 1. 2'-3" r 4B 4C 4D I SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A k .�` 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE --1'-0" ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 3.1 TYPE B BATHROOM 1 ELEVATIONS 25. OWNER RTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.31 SCALE: 114"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES fN ACCORDANCE WITH NEPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8,12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS Polygon 1 20. SEE DETAIL 4/A8.11 FOR WATER HEATER Northwest STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, 1004.11.3.1 -OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 1004.11.3.2 Vancouver, WA 98660 19 ® 0 O 0 0 00 O 1131 15 - '-` ® OPEN TO ® Ma= / 'N \ II - \ 24� .+ LIVINGlDINING L- •=L L / 16� IRROR © 0 0 \ _ II-ice- - ` ' T_b 4) \. p p _� fD N //�2U�� �� ` (20) x N a rilI I cam _ - �� `\ , r - - r ► _ U� amu _ �,�n o oo , �- I - -- s 9 til I_ CIS - -� - - - 1 L 1- _ 1 ,1x 0 .( C - -��. I - I 4 - - _ RANGE ' RE=I'? DW (-- �� -- `� _ ID / y- b /\Ito \] L I -1-_ f ..,_ c `.i. \moi I ., .v/ \ / al IC i 93/4' 2'-6" ''•• 11114-1-2'-6" 3'-0" 2'-0" 3"1'-6" 1'-6" L. 3'-0" 1._ 3A VERIFY e 2" VERIFY41 3B 3C A' VERIFI(L 3D -if e 5A�' L1,-Q„ 5B 5C 5D W/MFR W/MFR W/MFR 3 UNIT 3,1 TYPE B KITCHEN ELEVATIONS 5 UNIT 3.1 TYPE B BATHROOM 2 ELEVATIONS Q A5.31 SCALE: 1/4"= r-0" A5.31 SCALE: 1/4"= 1i-0^ A 0 M r • 4 N felM 312 6EXHAUST CBRIAN [4.111?1 , . 'fit' 1 11 %O13rLAN ,OR PATIO/BALCONY\ , 132 ¢ Ik �1 Ik 1 k4 k 1 r AY 4 OF 0 .1;, a IF 4 ,:;�:: ri-- Unit Plan 3.1 - .i.:k; "' , MASTER BEDROOM ..�.': Type B '1;l: PTAC ,f;> BEDROOM 1 '1'1.' BEDROOM 2 _ .f. LIVING/DINING • 1-3; El ❑ I 1'� Cl T___Ar 1 2'- 113/4" 5'-33/4" • co j:'�',; t- 1 °' `8.12 ��0 MIN 24 rn :. a iv ,, 5'-2 1/4" k Cl 1'• U11 0 , 141-1'244118r-il ii___,Q _i •• co 1 17 sE, CPT SV Jr T-0 '-5 112,,.1 v L.._ L. CD i--- i D1 / CPT V -.- C1 1 1_. TW • I DW u I ` I I --- E Jl";. +8'-0• 1:1 ih12 I i i �, I I # Date Description 47 0 Ci I" ` ' r 3C I I Revisions . �. __ _ i evis •;-'-'. - .... ..... 24A KITCHEN ► I 4D i • • • • I sC EN -�- --- �-- -a 7- January a _ _ ♦• nua 12. 2017 r - rY I r 4 - - - - . �' 2 o ch rZ .. --. - •- � •...:•-:� - �.-.-: -..� _-•.: , •� - - ', Date �T _.. ._ 3D I:• I I 3- A5.31 '� u� �- +8 -0 " D1 ° M C A5.31 e b, 7 0 � 5: CLOSET - A5.3 D C1 I - D1 1 D1 - '1r. I I IL.ri Zi) 5 I 13BDG, NE ,�- IF124 , . c 4` rSi 4BATI-B gn By /- -----I r 5 0•rri ffri 1110 a_ 1C0 Drawn By o • 6'- 1" 10'-91/2" 7'- 13/4" 2'- 11" I, 5'-0" 10'-91/2" j 4'- 101/2" j Checked By z EXHAUST 41' co 17857 N Project Number d ix 0 co A531 2 UNIT 3.1 TYPE B REFLECTED CEILING PLAN - 21 PLEX I UNIT 3.1 TYPE B FLOOR PLAN - 21 PLEX OPTION A - BOTH BATHROOMSS COMPLY W/ 1004.11.3.2 Sheet Numbe• m A5.31 SCALE: 114"= 1'-0" 4 A5.31 SCALE: 1/4"= 1'-0" Copyright 2016 Q If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. a> aY CEILING PLAN LEGEND . w _• -„-a : -- I. DROPPED SOFFIT©8'-0"UNO IA ° +X-XX" DROPPED SOFFIT CEILING HEIGHT - . �.i; CEILING PLAN LEGEND I •• • T ;'.•;'. DROPPED SOFFIT @ 8'-0"UNO _ ® • +X-XX" DROPPED SOFFIT CEILING HEIGHT • • '' • �• — — — VENTILATION PATH Oak A�chitects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503A15.2304 River Terrace • East Condominiums SW Roy Rogers Rd, Tigard, OR 97223 YA YBYD 0 1...ce i_it w� w1._ Q u) 0 a I I I Polygon EXHAUST EXHAUST EXHAUST 1*11— R_,. - ri ��, Northwest \'7,1: 1.-- ... — — — „ _ .::. . i , c tom— 1CI I- ---�.----11 p--4 ' a-bp� 6- - P 703 Broadwa Street, -,,.-. 111 _ 1• ____ _ Suite 510 I.i;E, tea_„ '� t'i Vancouver, WA 98660 iF 'l I, i f), 11- r UNIT 2.4- B y 1. � UNIT 2.5 - B F UNIT 3.1 - B - • ::;j;::t ti:;. i'i ;;. R� Y, r l `. t 1 • Ia- -•T, _ EXHAUST 1 'i1 - F r _ I �} " J ,;ice J T:` ;G, •n 4,..f„ Tei'-,�'�..t• _ w 1' �`� -_ 11 1 1 1 1 _._ - '{�..•`.:'nom" - _—, � ,. ,. —... . >t .. . 0 . ,.% . ••.,: i , ,� _ __CORRIDOR 0 — — -- — ,:J': — _ t - — ALS(,, J: �► — hL.n W il ,-.• ....•_,t i....-.:-I' +8 2 @ +8-2 @ CORRIDOR +s-2 © 'r .., .':_. , F SOFFIT A8.12 SOFFIT r- " SOFFIT t� • : ' • +8-6 TYP ! CORRIDOR - __ — _ _ - , _ �.,a L'� . f• WALL (11) UST • .-a. EXHAUST �- k 6 �J _ TT h • l rr t c i� : Ell-————1 —7— 1.,,,:i:.:11111',.1;:_:::„,,.:i.,.:, I M � t UNIT 2.3 - Bco 3720 1 - UNIT 2.2 - B UNIT 1.3 - B ` 1�� UNIT 1.4- B j ` BRI.1 R.FLEENER : _p r ��i :I,f,I• I . 1/1z/11 a a I L I fit. I h'! I I ' RTI. ii,0R If — — I — — — �� �_ - — I - . I _ _-, _�i - - ___.��� — — — — ' , , — 1 — — — 34 , 0 0 0 o a In i 1 "—�p n v 21 Plex First EXHAUST EXHAUST EXHAUST Floor Ceiling I I 1 1 1 Plan r t = I I 1 I I a u. w a U _ I I I I I I v . IA—! t:R H Q CO ZIlte DaDescription ons tu- it January 12,2017 ti • 1n Date co BB,DG,NE o Designed By 2 DG,NE,NM to 15 Drawn By o KJ N Z Checked By • c 1 21 PLEX FIRST FLOOR CEILING PLAN 0 17857 Project Number A7.01 SCALE: 1/8'1=V-0" re N 8 0 1 (c. A7 M A7 . O1 2 - a • Sheet Number m Copyright 2016© LL >f this drawing is less than 24"x 36;it has been reduced.Scale accordingly. Q :: CEILING PLAN LEGEND : I 61 - 1 ill --- A DROPPED SOFFIT©8'-0"UNO -• •• • • - ,100.0, ,_•,•,• --,,o a, ) - *'24t1".&4•11:•---•i•.Al ii, +X-XX' DROPPED SOFFIT CEILING HEIGHT ''''''-''"-- - - -4*- 7,1'4---:•!: , • • • • --., _ — - — VENTILATION PATH - • •• 1:0:4:.:*: •-• • Otak Arcnitectst Inc - 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 River Terrace East Condominiums SW Roy Rogers Rd. Tigard, OR 97223 A YB YD G 0 , i•-•Ce I-C4 X;74 W CD CO O.. I EXHAUST EXHAUST EXHAUST Polygon _j 1........---4 0........---4 1.....L... ..... ---- ...... ,,,. _ ....._ 1. Northwest 13 9 —...—. . I - _ - - ar— —4•...--'--- ' —"-- " LH (111 ., if---1 *-4 -----.-4 I ...1 P—IP--4 703 Broadway Street, te : . i tri .I. 1.--i•----•-• 4 pl.i 1 `1 - Suite 510 .... .......414. .........41 •—....-4 P—..--4 1 i 1 Vancouver, WA 98660 ii i,l'i I :t 11 f 1: ,I UNIT 2.4 1 "4 4 li ,..., I VI UNIT 3.1 ,. II UNIT 2.5 ,I. — _ 't ".11.i 1 12 ft i l', 1 .I 1 F"-- • . , . - 1 i' I . I . . 1 , lil ''...•::• ..::•_•;':.- ‘ .,,_. ; i-':. ‘.•''-'. -1-1[11 1 • '•:. ' -• : -:•,I,.:-,[14 .' 't 'i•.,.'.......' .' '?i; 11)::: 7 •,.., •,. , , •..',;* :•.1 :.. ,:"::,''' ';':...•..,".'"'', .. . . • „..... ".: :-.•', ;,",::, 1::7:,,-,• ----- -'':- =-;/..-',;4",. ".:Y,:, `::'.1[„f.1,f2:,_:: • ,:_,,,., 7.--;.:::,"' 2.:;;-.1:4:.V.;:-,! :.• ';:.‘"...::'' P-* ; •'' '''''. ' • .' .... '. '- iiI .........--...,....-. ,- CORRIDOR ..,,,. ,„_ _. ..2:::, ._ ,.:. : * :.:, •.,‘,..-...,-,'"..-.::.., : -..,,';.-.IL,' .:. EXHAUST 1.-....-......., i I ...'- --,.:"' .''' -;-\"::* ',‘" 21:: : — I --- I I WALL (1) : 6.-;,-': :',•.-- -',,-:1::441:::.-, CORRIDOR 12 - +8'-2"© .17:4,r7,1', "-i-,7t.,-r.'::-7 7,7!'„ r I - +8'-2"@ TYP.. SOFFIT , . 7 -• •* ?lir' ''.. +8'-V'TYP. A& 2 EXHAUST SOFFIT - ---:1'4' -.7-:.-- --?-r'r=r---7- ------ ..-?..-Tir-1-= TYP — CORRIDOR ED _ . . I 1 / WALL . t:*.z---- 's---'''''L_I-"7------.7., Lr- '"•.--'7.-•. '''''...7.-:":7t-'/:"--;-V , , , i...-. 7.11;';1' i:..'-,:::,,..:4.•:',.::_4''':',..:',:..1.17----4.. . , r''''-'.:::- .:-..-'1*.7.1,:j.4L‘'': ,,,.,,:.,,,„,1 ,_.,,-.....„.1:, 1%--.1'-',. .:%::;:;;1';''::::1-•---,1----4, ..,„ r ,.-,---- --i‘--...11_ , , si „..!, -...,z,,_:...,,,,,z,:.,, ,, .„.:, y.,: l...,::::,:,. 7.1 ::::=c,„,- , ) ,....________,.... -r- --11-,---- - -T-:73 ;.---,-, ...- --,-•,,-,,- -. - 1 ...1 ,i.::: , ,,-,,‘ •.... . 1 ,-,,.....,::::-.. .,3„-:--,..-,-;.,:,,:i..,•.- ,---,-:.-...,:-:: ..', ,..,.:2,..,7,1 .-:;,...;:-: ,:-,--,.. , -..„..,:‘, 1 1:, .:,..:•.:!,.,..,..: :,...:::.!.. ,: _ — m ,...:;.21 =- -'-.,.. -r. BIN •-.'" " '..' - - ,,i,,,,,,1:•:::: ,,, ;•::::.) , .• _ < , . . . i. . .* ::‘.,-tr-----•• I I . . .. , .. . . . . ....•....„. a" . „,,,• f .. . . - Col ' ..,LI., -• .,-,i'. ' ' ,,,::.),:11.1,11,,,...,,;',;;;;,,Ici! . 1 • • , - 1 ,-, - 03 I I — . . ., .',"::. I I I 473- 1 .•:,:cJI UNIT 2. •A ' C4 UNIT 22 . 1 3 I 3720 UNIT 13 '....,-,,...... ._,,1 4 UNIT 1 A '---- ---L_ — 1. . , g . , r liI le8RIAN/R.FLEENER4 RI • ' I • / /g//1 0 I ri:i 1i i %IMMO,OR 1 L 1 firr 1, -0- Tit ,.. ia---4 —4 ;it 1.—•—.1S-4 ' i 4. 41. • *I — i.1ltJ\I 2, 1,--.......4 ._.1.-.--4•—•—•4113 1.114114- :]-- - - * r— }11. E .13 1.,4 .„... 1 .---- ,1 .- _ - - I . . . ib - - , -_ p„. — 0 — — 34 — \ 21 PIex Second econd EXHAUST EXHAUST EXHAUST I I Floor Ceiling i 1 i I Plan , 6 ; I . •-, i 0 is. La o 0 I 1 I I co a . --t ...< ...< tz c :0 1, x F- el 616 . Lit 0) .5 co , # Date Description ' :3_, illiD 1110 iii,D Revisions tr.) > January 12,2017 it Date a.' t-- to co BB,DG,NE 1.-. Designed By o fi DG,NE,NM Drawn By 0 KJ cg 1 21 PLEX SECOND FLOOR CEILING PLAN Checked By • z , to A7.02 SCALE: 1/8*=1'-0" 17857 7:3 c4 SN Project Number :ft a) et ca— A7 . 02 co co Sheet Number 2 - Eb" Copyright 2016@ id ff this drawing Is less than 24"x 36,It has it= been reduced.Scale accordingly. as IX ... CEILING PLAN LEGEND z . _, 0 '°.to _ , DROPPED SOFFIT©8-0UNO e ', •=. .+ • X'-XX" DROPPED SOFFIT CEILING HEIGHT • _•••,•-;-• .. : A $` µ.. v'1'' — — — VENTILATION PATH �w .A � . •• •• ..• . ,, f.•mt.. •=aE•_•-• • -. . •..-..• ..-.. Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 River Terrace East .., , Condominiums SW Roy Rogers Rd. Tigard, OR 97223 • YA YB YDG 0 Q a 1 I I >.< `� I Polygon Northwest a = r� ., , 703 Broadway Street, — — — -�:..n-- b—�� — - _ — — — — r — - �- _ _. _ _ — GI Suite 510 * • , I 1 /. Vancouver, WA 98660 - ••• - D........--41,-.---.4 4‘.4*Iik / 1 ' 41101410* *------1 d--------4 . ' • / • *.07441 +8-0 �k1.1.1wIN 11,3,441ItairAirr; ,- "W.% 1 1 I fro.4., 2 7 4, i‘ ito-"No2W/4,71 , ,A4pW2W 404,. 4 z 42 r, -467°,�+ , UNIT 2.4 i►4♦*♦4♦ ♦♦,� ♦ ♦ UNIT 3.1 �:♦�'' ♦� '' '1r, ♦♦� . I1SW ♦�' . Vii►♦ ♦♦ 7111 UNIT 2.5 +8 -1-J O' ..c.41 Ira .4 I titI I 8`-0" • STAIR 1 +10'-2"• f — — � 0 � —r — _ , � ' fi � a - _ _ - - I C19 CORRIDOR = +8'-2"© I +8! . _ SOFFIT Tom' +8.-6"TYP. -I SOFFIT _ _.4. — ED ¢ - l' ,-' t �, —� - . 4 -�' I I STAIR 2 ' I +10'-2" 1-1 ci I - I I E ! • " cv 372N UNIT 2.2 i .+8'-0" I UNIT 1.4 +8,-0" I. il . • I i I ` y- CO - UNIT 1.3 ,• •ii ♦♦': ♦♦� 11 ' ,...' ,L4404410 _ UNIT 2.3 ;,„ • . „. ; 1�a BRIAN R.FLEENER o , 14 �'444e .- I P ®A AWA 6.:46 6., , 81,:m. ., -_ ; I • I/1 f 17 II 1 ji' ,iti I %MAO,OR i /../.404 *#..: 41,"44.44k4.14.4*/ 1 t 1 kil kV4tIra,04.1r01 I 0'pl, OF 0 1 I. - / ,,,,,0,i L4 m__,.„ I .4 tit°4 Ok..../A, 44/ . .. Ar Ar +8,_0. , %As 4041 ibri. ,\ • 10.1 44: '40 04.4*- A& I ♦ ♦1141* 1.-.-..-.....4 - . 21 Plex Third I L3 - l__ E I 34 b h 13 Floor Ceiling Plan 1 1 • 1 1 1 I uir Z u- I I I I I I W n v inm c co t ce H a a s # Date Description k61) di) 41) ilitl Revisions January 12,2017 Date to N. BB,DG,NE c o Designed By a DG,NE,NM co U Drawn By KJ Ce w rChecked By ) , 121 PLEX THIRD FLOOR CEILING PLAN 17857 N A7.03 SCALE: 1/8"= 11-0" Project Number S' e N 04 a ' c ca A7 . 03 ira Sheet Number iri Copyright 2016 Cc? it If this drawing is less than 24`x 36",it has been reduced.Scale accordingly. 1/4 1 WINDOW WIDE CONTINUOUS +�� INSTALL NAIL ON FLASHING PROVIDE LAP NAIL ON FLASHING& .. SHIM OVER FLASHING FASTENERS WHERE THE RAIN SCREEN FIBER CEMENT WRB • CUT WRB AND LAP 2" INTO CHECK FRAMING BEFORE PLACE CONTINUOUS BEAD OF ��� WINDOW FLANGE WILL FURRING INSECT SCREEN WRB OVER METAL FLASHING OPENING,ATTACH TO STARTING NAIL ON FLASHING SEALANT AROUND BACK OF WINDOW •♦• AT TOP AND SIDING, SEE HEADER, SEE STRUCTURAL WINDOW SILL INSTALLATION USING FLANGE(OVER NAIL SLOTS)PRIOR �•�• COVER WHEN POSSIBLE ALIGN OVER ff BOTTOM OF FIBER CEMENT SIDING, SEE HEADER, SEE ELEVATIONS o a FRAMING NOTES TO LEFT TO SETTING WINDOW j WALL STUDS L_ RAIN SCREEN ELEVATIONS FOR TYPE -\ STRUCTURAL FOR TYPE i i '; 1/2"GAP BETWEEN SHIM ��� ♦ • �. OPEN SPACE WRB \ 1" 1 \>/ "�-- RAINSCREEN FURRING AT NAIL ON FLASHING I. i�i SEE PLAN `"• •_: •"• • AND JAMB, BOTH SIDES \ STAPLE DOWN CORRUGATED PLASTICI �•�,* •••� VINYL WINDOW ": ' I ��` �� FRAME BETWEEN INSECT SCREENACWI /' ;; FC PANEL OR BOARD& UNDER NAILING � OTES: CHECK BACK DAM. POSITION ���• SII --�-= - FURRING 114"AIR SPACE MIN AT P 1 BATTEN SIDING ONLY FLANGE j RAINSCREEN FURRING AT " �# �� BOT OF RAIN SCREEN, I I I FC PANEL OR BOARD& IND OUGH OPENING FOR 2 1/2" IN FROM INTERIOR �.�.� � ,� WINDOW / DO NOT SEAL II METAL FLASHING WI \ I ,.. ;;.'-'I BATTEN SIDING ONLY, DO *•f& m•' 1*'°. • .. LEVEL, PLUMB, & / OF OPENING, UNDER \ �j� FRAME NAILING EXTERIOR INTERIOR DRIP EDGE SET IN 11 I NOT PLACE OVER SQUARENESS.ALSO, VERIFY / NAIL ON FLASHING& \ ♦���♦ �� FLANGE, FIN, SEALANT,SEE 21A8.06 OPENING WILL ENABLE 'V WITH ENOUGH SPACE �� �I� DASHED �� / NAIL ON FLASHING -, WINDOW FLANGE incMANUFACTURER'S REQUIRED ��`,'� FOR INSTALLATION OF �. ,�� ��' METAL FLASHING W/ t � SEE EXTERIOR j „ INTERIOR Otak Architects, I ` THE WINDOW AFTER ��� �� DO NOT LAP DRIP EDGE SET IN PLAN -_ { CLEARANCE AT HEAD&JAMBS �� ' ti; (i'I OF WINDOWS. IF THESE � `�� NAIL ON FLASHING & RAIN SCREEN INSECT SCREEN LAP NAIL ON FLASHING& 808 SW 3rd Ave, Suite 300 CLEARANCES ARE NOT •� • - CORNER INSTALLS, / \ ♦•� �•�• FURRING OVER SEALANT, SEE 21A8.06 SECURE NAIL ON W/1/4"AIR SPACE \ I j 4 -., WRB OVER METAL FLASHING Portland, OR 97204 ♦ \ , I j FLASHING To DOOR Phone 503.287.6825 MIN AT BOT OF \ � AVAILABLE,WINDOW SHOULD � 74� 't• SEE 2/A$.01 \ ♦�•� �� ' '' FRAME AT HEAD _ WINDOW RAIN SCREEN, DO 2 X 4 WOOD TRIM, UNO NOT BE INSTALLED AND THE ♦♦.�,._,� '''t•-• .. ..� FLANGE, FIN I -;� CONSTRUCTION 4�����r �` - �'���� c ��� �� 1 X MDF TRIM, PAINT NOT SEAL '. Fax 503.415.2304 SUPERINTENDENT SHOULD BE �+�� �% ��� d INTERRUPTED J 2 X 4 WOOD y,° FILL GAPS WITH EXPANDING �4���.i�.� `I� �.�.� 4�.,� RAIN SCREEN TRIM, UNO END DAM BEYOND, Adk Ii T h' FOAM SEALANT NOTIFIED.ALSO,CONFIRM 1►4 di.-46,.,..° `� ��� � FURRING FOR i �` INTERLOCK W/ SEALANT IS COMPATIBLE WITH r • �� BACKER ROD& - SAME AND FLEXIBLE SAMF •��� CHECK WINDOW BEFORE �� VENTILATION :__ - - , _ «i JAMB FLASHING '" - G� ••• INSTALLATION PER WINDOW �� HORIZONTALLY SEALANT \ METAL HEAD BEFORE USE IN WINDOW i�.���� NOTES BELOW �� UNDER :- SEALANT �� FLASHING W/DRIP --- LOCATIONS -' WRAP INTERIOR OCA IONSINSTALLATION AT ALL �� WINDOW NOTES: - WINDOWS WOOD DOOR FRAME �:�; SET IN SEALANT WITH OPENING W/GYP BD ' `� 1. INSPECT WINDOW FRAME VIIIIP'' WRB TYPICAL, Flt_L GAP BETWEEN / •N� END DAMS 5ET ONTO SEALANT ALL River Terrace PROVIDE SAMF 1-PIECE 9"- 12"WIDE NAIL ���� RAlNSCREEN FURRING TO SEALANT BEDDING I AROUND WINDOW MITER JOINTS AND SEE 13/A8.01 NOT BE PLACED OVER FRAME AND FRAMING 12"WIDE NAIL ON SILL FLASHING CORNERS AT FRAMING ON FLASHING MUS FOR ADDITIONAL WI EXPANDING FOAM / JOINT, SEE 21A8.06 OVER A CONTINUOUS BEAD OF NAILING FLANGES FOR WINDOW FLANGE AND ONLY ' JAMB/SILL ADHERED TO EXTEND 6"BEYOND THE VINYL"NAIL FIN" East DAMAGE AND REPAIR AS INFORMATION AT FIBER CEMENT PANEL OR SEALANT ALL AROUND SEALANT AT THE SILL AND UP NAIL ON FLASHING,TYP EDGE OF THE TRIM OVER CORRUGATED BACK DAM. NECESSARY. BOARD&BATTEN SIDING NOTE: PROVIDE WINDOW NOTE: PROVIDE INSTALL NAIL ON FLASHING 2. NO WINDOW GAPS ARE SEE WINDOW NAILING WEATHER WRAP AS WEATHER WRAP AS LEAVE UNATTACHED AT FASTENERS WHERE THE ALLOWED AT WALL FINS DIAGRAM BELOW FORPER 13/A8.01 BOTTOM EDGE SO WRB CAN WINDOW FLANGE WILL NAILING REQUIREMENTS PER 13/A8.01 BE INSTALLED UNDERNEATH STEP 1 OF FACTORY MULLED STEP 2 n Condominiums INSTALL UPTURNED ND COVER WHEN POSSIBLE WINDOWS. 12 RAINSCREEN AT WINDOW (SIM OTHER OPNGS) 8 UNIT DOOR HEAD AT FIBER CEMENT 4 WINDOW HEAD AT FIBER CEMENT DAMS AT EACH END OF3. CHECK WINDOW FOR PLACE SEALANT ON TOP OF PROPER TYPE AND SIZE '� 9"-12"WIDE NAIL ON FLASHING SCALE: 1"= 1'-0" RAINSCREEN SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SW Roy Rogers Rd. METAL HEAD FLASHING ENTIRE WINDOW HEAD FLANGE FOR LOCATION. •�•������ MIN, NAIL ON FLASHING MUST A8.01 FURRING AT FC A8,01 A$.01 Y g PRIOR TO INSTALLATION OF 4. AFTER THE WINDOW IS �.��♦♦����- . EXTEND 6"BEYOND THE EDGE PANEL OR BOARD & Tigard, OR 97223 BATTEN SIDING �)� ETAL FLASHING PUT INTO THE ROUGH -41/4 a,' ♦�+�`�♦�.N. OF THE WINDOW TRIM ONLY, DO NOT FILL GAP BETWEEN FRAME AND FRAMING 1 x MOF SILL, PAINTED 1" SEE INSTALL METAL HEAD I�� ADJUSTED TO MINIMUM •---�♦-4������y ����� ELEVATIONS FOR TYPE FIBER CEMENT SIDING, SEE PLACE OVER W/EXPANDING FOAM SEALANT SEE INTERIOR PLAN WRAP OPENING WITH NAIL FLASHING TYKE A, �i AIRSPACE BETWEEN THE ��� ���������,�� WINDOW FLANGE SECURE NAIL ON FLASHING JAMB STUDS, ON FLASHING UNDER PLAN 1 X MDF TRIMIII SEE HEAD FLASHING �,. WINDOW AND THE JAMBS ! ����� � � I &WRB TO DOOR FRAME L_I , PAINT SEE C,, WINDOW NAIL FIN DETAIL 2/A8.06 \ AND HEAD. �'-*������ - `I '1•' �:: I AT HEAD&JAMBSSTRUCTURAL 5. INSTALL WINDOW UNIT �--�" ,♦ - SEE NAIL ON FLASHING _ ;�: PER MANUFACTURERS \ ' +� I g - PLAN \ �� ',, 4,1 INSTRUCTIONS WITH METAL FLASHING W/DRIP y` : ■■■■ SEALANT ALL MANUFACTURER'S EDGE SET IN SEALANT I HEADER, SEE r- ■■■■ AROUND r•I, lir . RECOMMENDED STRUCTURAL - ■■N �+ TYPE A, SEE 21A$.06 i� ' WINDOW MATERIALS CLEAN t�,: SHIM WINDOW SEALANT OFF / 2 X 6 WOOD TRIM, UNO \ i� _�-.f LAP NAIL ON REQUIRED \ '}: i •• n BUILDING SUBSTRATE / 1/4" \ .f FLASHING&WRBBY MFR FILL - Polygon r INSECT SCREEN AND OVER METAL �"WRB AND WINDOW FIN. AIR SPACE MIN AT BOT OF Z r FLASHING AND SEAL GAPS WITH QO NOT INSTALL SAMF i g k\'--------- _- EXPANDING F / Vii% Northwest UNTIL WINDOW SEALANT RAIN SCREEN, DO NOT SEAL • i PERMFRFOAM -HAS CURED �� RAIN SCREEN FURRING TO INTERIOR . :__► msµ' �C t1 703 BroadwayStreet, �i d� WRB �� SEALANT i-C I _ 6. DO NOT SECURE WINDOW STOP SHORT OF NAIL FIN _� 1111\. _ 1 I THROUGH NAIL FIN AT VINYL"NAIL / Suite 510 HEAD OF WINDOW END DAM BEYOND, INTERLOCK _�,:_ ,, FIN"WINDOW lir //- FIBER CEMENT SIDING, W/JAMB FLASHING ''�� ' SEE SIDING FOR TYPE Vancouver, WA 98660 UNLESS APPROVED BYE �Il�jl FIBER CEMENT SIDING,SEE \r ' BACKER ROD&SEALANT \„ 1 WINDOW METAL HEAD FLASHING TYPE A I.j -. fY+; ELEVATIONS FOR TYPE - RAINSCREEN FURRING AT W/DRIP SET IN SEALANT WITH j WRAP INTERIOR WRB OVER WINDOW FC PANEL OR BOARD& MANUFACTURER. �_ OPENING W/GYP BD RAINSCREEN FURRING AT NAIL FIN WITH EDGES END DAMS SET ONTO SEALANT FC PANEL OR BOARD& TURNED UP AT WINDOW BATTEN SIDING ONLY, DO BEDDING JOINT,SEE 21A8.06 - SEALANT AT HEAD AND JAMBS BATTEN SIDING ONLY EXTERIOR NOT PLACE OVER WINDOW USE HOT DIPPED. OR STAINLESS VINYL SLIDING GLASS DOOR i r= 1�"' FILL GAPS WITH EXPANDING SEALANT 2 X4 WOOD TRIM, UNO FLANGE, NAIL FIN - STEEL ROOFING NAILS WITH MIN 1 1/4" USE ONLY HOT DIPPED NAIL FLANGE SET IN SEALANT FOAM SEALANT ALL AROUND SEALANT •• PENETRATION INTO STUDS OR PER OR STAINLESS STEEL 2 X 4 WOOD TRIM, UNO NOTE: PROVIDE • STEP 3 MANUFACTURER'S SPECIFICATIONS STEP 4 FASTENERS EXTERIOR BACKER ROD&SEALANT WEATHER WRAP AS O VINYL"NAIL FIN"SLIDING DOOR NOTE: PROVIDE PER 13/A8.01 AND SEE NOTE: PROVIDE `� INSTALL METAL FLASHING \� _ WEATHER WRAP AS PER WOOD DOOR FRAME 17/A8.05 FOR ADDED WEATHER WRAP AS PER 4 4 - TYPE A, BACK-SEALED(SEE 13/A8.01 DOOR INFORMATION 13/A8.01 4 . � DETAIL 2/A8-06) r--.._ EXTEND WRB OVER FLASHING AND WRB 11 SLIDING DOOR HEAD AT FIBER CEMENT 7 UNIT DOOR JAMB AT FIBER CEMENT 3 WINDOW JAMB AT FIBER GEMENT ~ `�� SCALE: 3" = 1'-0" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" ���`�'� '"=...„ A8.01 A8.01 A8.01 ......... "`•••....'��"-' JAMB STUDS, SEE STRUCTURAL � � `-, SEE RAIN SCREEN FURRING- _ �• I _�_ _�\"�iiy,� LPLAN DO NOT PLACE OVER DOOR WEATHERSTRIPPING 1 x MDF TRIM, PAINTED NAIL ON FLASHING OVER _ FLANGE BETWEEN JAMB AND METAL DOOR, SEE SEALANT ALL 1/8"CORRUGATED WRAP OPENING WITH NAIL DOOR ALL AROUND, TYP SCHEDULE AROUND WINDOW PLASTIC BACK DAM • WINDOW SHIM AS METAL / I ON FLASHING UNDER APPLY CONT SEALANT _ • PER MFR 1 I THEFRONTI Y WINDOW NAIL FIN AT &BACK ■ IN FLASHING I " -:' ;-"..° • • '' ■ PROVIDE SAMF CORNERS I FLASHING - FILL GAPS WITH EXPANDING OF THE UNDERSIDE OF ■ 2 • SILL PAN &AT THE BACK ■ AT WINDOW JAMBS OVER \ 0 FOAM SEALANT ALL AROUND OF •THE SILL PAN FLANGE ■ NAIL ON FLASHING 0 _ ■ WEATHERSTRIPPING `" 4 0 � SEALANT AT HEAD AND JAMBS SILL PAN FLASHING SET IN ■■ r BETWEEN BOTTOM OF VINYL"NAIL FIN"WINDOW _ 0 11 , I ,.I SHIM AS REQUIRED BY MFR, SEALANT, SEE 17/A8.05 FOR -- Al DOOR AND THRESHOLD BACKER ROD&SEALANT ,,t /) 1,. ADDITIONAL INFORMATION �I DOOR THRESHOLD SLOPED 2 X 4 WOOD TRIM, UNO ' r� FILL GAPS WITH EXPANDING CO ! ► FOAM SEALANT WRAP OPENING W/NAIL I APPLY CONT BEAD OF 1�1 A TS • � E- = NAIL ON FLASHING UNDER , , r c i ON FLASHING, LAP OVER N'' SEALANT BTWN BACK OF ,i, p ' N r WINDOW NAIL FLANGE, FIN, 2 INSTALL WOOD TRIM AROUND . • __-- BEHIND DECK LEDGER JAND INTO WINDOW OPENING � ??%., �� ' . 1 WRB,CONTINUOUS \4r DOOR SILL AND SILL PAN \ j1 C� �`" WINDOW FRAME WITH 318"- 112" 1 _ ON SILL AND OVER i.�j VINYL"NAIL FIN"SLIDING DOOR LCC1L�1�Cii" >,'s GAP BETWEEN TRIM AND FRAME. '��� �. �- - _ VINYL SLIDING GLASS QOOR 2 X DECKING,TYP N ` P,� CORRUGATED PLASTIC 1,,,: ::.' 1 314" BRIAN R.FU E R a• DO NOT NAIL THROUGH WINDOW � ' �� �... - - �. ::r �r : i i "•a., . ..r . o FLANGE. SEE ELEVATIONS FOR � • � �� '._ NAIL FLANGE SET IN SEALANT RAIN SCREEN • - , FURRING,AT FC PANEL I • 3UJ�d _ : 1 `�1�� �`.� BACKER ROD AND SEALANT i OR BOARD&BATTEN I� r, PLAN �0 SLA ,$R A TRIM SIZE. USE DYNAMIC CAULK r FIBER CEMENT JOINT AND BACKER-ROD WHERE SIDING,SEE " WRB OVER WINDOW NAIL FIN WI i SIDING ONLY,TO STOP � 1 APPLICABLE. APPLY WRB WEATHERBOARD ELEVATIONS 112 EDGES TURNED UP AT WINDOW BUILDING FELT ai \ SHORT OF NAIL FIN I F Q FASHION STARTING FROM SLIP W UP UNDER NAIL, FOR TYPE 2 X 6 WOOD TRIM, UNO UNDERPAYMENT CENTERED i SEALANT ti✓ USE ONLY HOT DIPPED OR OVER TOP OF EXPOSED i STAINLESS STEEL FASTENERS THE BOTTOM ON FLA WING SEALANT RAINSCREEN FURRING AT FC JOISTS,TYP 3" \WIDE WEATHER RESISTIVE ' STEP 5 7,4 NAIL HEAD STEP 6 PANEL OR BOARD&BATTEN 20 GA METAL FLASHING W/ �y BARRIER UNDER NAIL /\• ilii ,1 OVERSIDING WINDOWNL , DONOT , NAILAE DRIP EDGE, NOTCW ON FLASHING . I ,. Exterior Details FLANGE, FIN FIBER CEMENT t FLASHING AROUND JOISTS /2\ AS REQ'D-SET IN MASTIC, SIDING v "PINCHED"HEADER NAILING* RAINS BEEN NOTES: NOTE: PROVIDE LAP UNDER SILL PAN SEE 7/A8.01 FOR JAMB, RAIN SCREEN SAIL WEATHER WRAP AS PER SHANK LOCATE NAILS ALONG WINDOW HEADER SUCH 1. LY RAINSCREEN, PT LEDGER, SEE STRUCT 81A8.01 FOR HEAD& FURRING NOTE: PROVIDE 13/A8.01 17/A8.05 FOR SILL DETAIL WEATHER WRAP AS PER NO NAILS SHALL BE THAT THE SHANK DOES NOT PENETRATE THE ON EXTERIOR ONLY WRB, LAP UNDER NAIL _/ FLANGE BUT CLOSE ENOUGH FOR THE HEAD AFTER STEPS 1 -6 ON FLASHING DOOR INFORMATION 13/A8.01 'E INSTALLED DIRECTLY INTO `r2 NO NAILS WITHIN THE THE TOP OF WINDOW .- TO OVERLAP THE FLANGE AND"PINCH"THE ABOVE ARE FIRST 3"OF THE FLANGE UNLESS REQUIRED SILL IN PLACE. COMPLETE 10 SLIDING DOOR JAMB AT FIBER CEMENT 6 UNIT DOOR THRESHOLD AT DECK 2 WINDOW SILL AT FIBER CEMENT WINDOW FRAME TYP BY THE MANUFACTURER 2. SEE 121A$.01 FOR N "'USE IF NEEDED TO HOLD FLANGE TIGHT TO RAINSCREEN FURRING A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 11-0" I --- L - WALL DETAIL O \ u_ VINYL"NAIL FINLuI , METAL FLASHING W/ SLIDING GLASS" j/ A DRIP EDGE, NOTCH / DOOR SEALANT ALL 1 x MDF TRIM, ✓ 3" , / 3" DETAIL NOTESU FLASHINGAROUND AROUND WINDOW PAINTED 8" \ _ / / 8" ALL DETAILS IN THIS DRAWING SET ARE INTENDED TO MEET OR EXCEED ALL JOISTS AS REQ'D- SILL PAN FLASHING EXTERIOR UNIT SHIM WINDOW AS • LOCATE FIRST - SET IN SEALANT REQUIRED BY MFR • NAIL BETWEEN 3" MANUFACTURER RECOMMENDED INSTALLATION INSTRUCTIONS,ANY LETTERS SET IN MASTIC, LAP41 AND 8"SLOTS % \ / OF APPROVAL PROVIDED BY A MANUFACTURER TO THE CONTRACTOR, LOCAL UNDER SILL PAN APPLY CONTINUOUS WEATHERSTRIPPING VINYL"NAIL FIN" CO CODES, STANDARDS SET BY SPECIFIC ASSOCIATION, BEST PRACTICES SET BY BEAD OF SEALANT BETWEEN JAMB AND DOOR, WINDOW 4 03.21.18 Owner Revisions v NAIL 10"OC IN PROVIDED = 0 THE INDUSTRY OR ANY OTHER GROUP OR ORGANIZATION AS ACKNOWLEDGED BETWEEN THE DOOR ALL AROUND, TYP BACKER ROD&SEALANT " as SLOTS FOR REMAINDER BY THE INDUSTRY. I SILL AND THE BACK OF - METAL FLASHING TYPE C, �� 1 2 05.23.17 Plan Check Responses E 2X SPACED DECKING, THE SILL PAN SEE FLASHING DETAIL # Date Description u, OF THE FLANGE OR PER , Nil F STRUCTURAL _ � 21A8.06} • MANUFACTURER'S A _MAIVUFf�C �RECOMMENDAi IONS SHOULD 61= FOLLOWED WHEN I, 1 FURRING FOR SLIDING METAL DOOR, SEE SCHEDULE a y _ Revisions REQUIREMENTS / • INSTALLING SPECIFIC MATERIALS. WRAP OPENING WI j j IMPt DOOR SLOPE '. NAIL ON FLASHING �,•,� ale ��, �"" 1 ��► ,\ c� LOCATE FIRST NAILix UNDER SILL PAN i•i WEATHERSTRIPPING PRIMED AND j� ` ,. January 12, 2017 v _ IF A SUBCONTRACTOR OR INSTALLER FINDS A SITUATION WHERE THESE i.� z ' t BETWEEN BOTTOM OF --- PAINTED SLOPED • BETWEEN 3"AND DETAILS CONFLICT OR FALL BELOW ANY STANDARDS SET FORTH BY THE FLASHING&CONT 1� �. Date `n 8"SLOTS BEHIND LEDGER • r • �� DOOR AND THRESHOLD WOOD CAP - ORGANIZATIONS MENTIONED ABOVE, IT WILL BE THE RESPONSIBILITY OF THE - ii 4 ..._ a NAIL_ON FLASHING SUBCONTRACTOR TO SEEK APPROPRIATE AND WRITTEN CLARIFICATION FROM 1� f'. °.; ALUMINUM THRESHOLD SET UNDER WINDOW \ , SEE BB, DG, NE g NO NAILS WITHIN THE THE CONTRACTOR BEFORE PROCEEDING. DO NOT MAKE CHANGES TO DETAILS �� IN FULL BED OF SEALANT • s,\ ��4 PLAN Designed By FIRST 3"OF THE UNLESS APPROVED BY ARCHITECT. ! r ' 4,_- i ■ NAIL FLANGE, FIN, WINDOW FRAME TYP 1- i i ( "> I ON A PAN PER 17& 181A8.05 AND INTO WINDOW 1 `� FELT UNDERLAYMENT CONCRETE SLAB,SEE • OPENING ON SILL ,,,I DG, NE, NM o \ THE WEATHER RESISTIVE BARRIER FOR THE ENTIRE PROJECT SHALL INCLUDE i APPLY CONTINUOUS STRUCT • AND OVER 118" •j SEE 191A8.07 Drawn By U 8" \ / 8. AN INTEGRATED DRAINAGE CHANNELING SYSTEM DESIGNED NOT TO CRIMP, CENTERED OVER TOP O li SEALANT AT THE Z..` ■ CORRUGATED FOR MORE f COLLAPSE, OR FATTEN ENSURING WATER WILL DRAIN OUT FROM BEHIND THE EXPOSED JOISTS,TYP li FRONT AND BACK OF r g ■ 2" KJ 3" 3" EXTERIOR CLADDING NO MATTER HOW TIGHTLY IT IS NAIL/FASTENED TO THE3" ,i THE UNDERSIDE OF SLOPE PLASTIC BACK DAM INFORMATION AT WIDE,TYP �i �--'� rf 'Am MIN. I SLOPE WOOD Checked B i EXTERIOR WALL SURFACE.WRB SHALL ALSO BE SEALED AT JOINTS AND TO TYPE A METAL THE SILL PAN AND AT WEATHER Y Z � \ I TERMINATION AT ABSOLUTELY NO FLASHINGS WITH MANFACTURER'S APPROVED SEALING TAPE OR ADHESIVE TO FLASHING WI DRIP li THE BACK OF THE RESISTIVE BARRIER TOP OF THIN co NAILS IN THE \� ,� SAME / PROVIDE AN WATERTIGHT AND AIR TIGHT WALL ASSEMBLY. EDGE SEE 2/A8.06 ;i SILL PAN FLANGE - 11• c I I r BRIGKISTHIN 17857 N CORNER FLANGE!! 3" PATTERN 3" Ii , .4 METAL Z FLASHING 4'.,= Project umber PT LEDGER, SEE VENEER 1 ALL ON BOTTOM " *ALL COMPONENTS,SEALANTS, FASTENERS, OR MATERIALS SHALL BE STRUCT li NOTE: PROVIDE (TYPE A) . AI DETAILS 11 I a� $ 8 APPROVED FOR SPECIFIC USE OR APPLICATION DESCRIBED BY THE DESIGN, II 1 THIN BRICKISTONE i'- REVISED OF WINDOW WRB, LAP UNDER NAIL A WEATHER WRAP AS PER USE ONLY HOT DIPPED OR AND SHALL BE COMPATIBLE WITH ALL MATERIALS WITH WHICH EACH 131A8.01 i r g STAINLESS STEEL FASTENERS COMPONENT COMES IN CONTACT WITH. ON FLASHING - SEE 7/A8.01 FOR JAMB & VENEER NOTE: PROVIDE c 8/A8.01 FOR HEAD DETAILS WEATHER WRAP AS PER 8 . 01 Q, m 13/A8.01 m Sheet Number hi 13 WINDOW INSTALLATIONIWEATHER WRAP 9 SLIDING DOOR THRESHOLD AT DECK 5 DECK DOOR THRESHOLD (GROUND FLOOR) 1 WINDOW SILL AT THIN BRICK/STONE VENEER Copyright 2016© NOT TO SCALESCALE: 3" = 1'-0" SCALE: 3"= 1-0" SCALE: 3"= 1'-0" If this drawing is less than 24"x 36",it has 7 A$.01 A8.01 A8.01A8.01 been reduced. Scale accordingly. ICC w INSULATION WOOD SHEATHING �_ JAMB STUDS,SEE INTERIOR / TYP.EXTERICR _ II LAP NAIL ON FLASHING& HEADER SEE ., •' _•• : • STRUCTURAL WALL \-• WRB OVER METAL FLASHING • _ WEATHER RESISTIVE STRUCTURAL FRAMING,SEE STRUCT . LAP WEATHER SEE ==: t'-'-` - - ?;.„ _,•- FIBER CEMENT SIDING,SEE RESISTIVE BARRIER PLAN BARRIER - ELEVATIONS FOR TYPE I i I / /A\\\ _ 0 - -7 WRAP INTO DOOR RO 1 i ,..-.4.7_,,•.:47,_•44:_. d FIBER CEMENT SIDING, RAINSCREEN FURRING AT { 1C _:: ; -.:-'2:)- ",.,:::•-.3,••:"-r _. WRB SEE ELEVATIONS FOR TYPE i�� _ I.<- FC PANEL OR BOARD& ; _;,' w; • • . ; - FIBER = .R BATTEN SIDING ONLY • I CEMENT • t '1SC' E FUR' < • SEALANT ALL • • SIDING,SEE I •NSECT SCREEN AT BOTTO i% WRB I AROUND WINDOW ��x ELEVATIONStif WHERE APPLlCABL 2 �. EXTERIOR i!,`, INTERIOR FOR TYPE --- It - 2 END'DAM BEYOND, i ' SHIM AS \.... METAL ELAS /DRIP INTERLOCK W/JAMB i REQUIRED BY i �' Otak Architects, Inc >" ,// ////C-" i>/ // //•" ,7/ /))' I)' /' �I:' % EDGE SET IN SEALANT, SEE - i_ - - SEE 6, 10&14/A8.06 / �/ , FLASHING �, _I PLAN MFR,FILL 808 SW 3rd Ave, Suite 300 NAIL ON FLASHING, �� -� INSECT SCREEN W/1/4"AIR • GAPS WITH r �;� SPACE MIN AT BOT OF RAIN �✓ r � Phone 503.287.6825 SEE 6, 10&14/A8.06 EXPANDING .. IL Portland, OR 97204 / / '7 FOAM SEALANT - _. _ WOOD TRIM 2 X 4 SCREEN DO SEALANT �� �;� Fax 503.415.2304 _ METAL FLASHING W/ i " " 7 I, `��� _ -1.-----1J , - � NOTCHED AT BOT �x, SEALANT DRIP EDGE SET IN VINYL NAIL FIN WRAP OPENING WITH NAIL / • SEALANT,SEE 2/A8.06 RAINSCREEN FURRING AT SOLID BLOCKING AT .- I �`1\ ®,� WINDOWS,TYP ' - • • ► 1 ' FC PANEL OR BOARD& MORTAR SETTING BED JOINTS / I SEALANT / BACKER ROD&SEALANT WINDOW NAIL FINS BATTEN SIDING ONLY 1 1/2" MORTAR JOINT - VERTICAL TERMINATION WOOD TRIM 5/4 X 8 f HOLLOW METAL WRB OVER WINDOW RAINSCREEN FURRIN DOOR AND FRAMEN - C - • . O c- ;•• • r D THIN BRICK/STONE VENEER W/GROUT 5/4 TRIM BOARD OR I NAIL FINS WITH r METAL J-TRIM,INTERLOCK W/ © / &BATTE SIDING ONLY END DAMS OF HEAD EXTERIOR OVER SCRATCH COAT,LATH,DRAIN WINDOW TRIM/JAMB RAINS REEN FURRING EDGES TURNED UP BOARD(2)LAYERS BUILDING PAPER AND y AT WINDOW NOT OVER NAIL FINS River Terrace FLASHING AND WEATHER LAP WRB,SEE STONE ON WAINSCOT DETAIL SEALANT •OVER 3/4" • ��R Be :D - , 2 X WOOD TRIM END DAMS OF SILL PAN NOTE:PROVIDE 19/A8.07 FOR ADDITIONAL INFORMATION BACKER ROD(S), BATTEN SID , ONLY FLASHING ( ) NOTE:PROVIDE East BACKER ROD&SEALANT WEATHER WRAP AS PER COMPLETELY FILL VOID TO SEALANT WEATHER WRAP AS .. 13/A8.01 AND SEE 17/A8.05 METAL L-FLASHING 3/8"GAP TO WOOD MIN 75%W/BACKER RODS WEATHER RESISTIVE SEE DETAIL 6/A8.06 FOR PER 13/A8.01 AND SEE NOTE:PROVIDE •'• HOLLOW METAL. FOR ADDED DOOR 5/4 TRIM,THIN BRICK/STONE VENEER • BARRIER,SEE 6, 10&14/A8.06 ADDED BELLYBAND 17/A8.05 FOR ADDED WEATHER WRAP AS PER DOOR AND FRAME INFORMATION GROUTED TIGHT TO FLASHING INFORMATION DOOR INFORMATION 131A8.01 Condominiums ' . 19 DOOR JAMB AT FIBER CEMENT 16 THIN BRICK/STONE VENEER VERT TERMINATION 12 BELLYBAND DETAIL AT FIBER CEMENT SIDING 8 DOOR HEAD AT FIBER CEMENT' 4 WINDOW MULLION (VERTICAL) A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"= 1-0" A8.02 SCA E: 3"=1.-0" SW Roy Rogers Rd. A Tigard, OR 97223 LAP NAIL ON FLASHING& HEADER,SEE RAIN CRE N 'RI AT SEE THIN BRICK/STONE VENEER WRB OVER METAL FLASHING STRUCTURAL F -A E_ •- B B. • -D % ' / IN THIN BRICK/STONE VENEER INTERIOR PLAN &WOOD TERMINATION . ' INSTALLATION SEE 9/A8.07 DETAIL SEE 16/A8.02 ELEVATIONSBFOR TYPE SEE FLASHING TO DOOR FIBER E SIDI G 0 L j I� , • CEMENT SIDING,SEE / ,, . _.. E , _,___. ::,,___.__-:. -:_:. - RAINSCREEN FURRING AT FRAME AT HEAD ELEVATIONS FOR TYP j lip SHEATHING AT 1-HR TED FC PANEL OR BOARD& METAL FLASHING W/ FLOOR/CEILING/ROOF,OMIT GYP BATTEN SIDING ONLY L 7 L: AT NON-RATED LOCATIONS i DRIP EDGE SET IN WRB \ SEALANT,SEE 2/A8.06 �;� ;;i INSECT SCREEN W/1/4"AIR INSECT SCREEN W/1/4"AIR . 'i • SPACE MIN AT BOT OF RAIN \ ti SPACE MIN AT BOT OF RAIN ►F'` l' SCREEN ,DO NOT SEAL SCREEN,DO NOT SEAL WRB,LAP VENT FLASHING INTERIOR I• i / EXTERIOR �., WRB LAP METAL /-/- - /�- , ' •RAINSCREEN FURRING AT FC i• _ , II PANEL OR BOARD&BATTEN \ 2 X 4 WOOD TRIM,UNO / FLASHING 6"MIN,SEAL AT /�- PANEL ONLY .�•: `?_ METAL •FLASHING W/ , i " _t PLAN BASE PER WRB MFR �' ' - --tea • �- Polygon .. : ' �=_, - DRIP EDGE SET IN II SECURE NAIL ON / 7 ;-I SEALANT SEE 2/A8X .06 �� FLASHING TO DOOR THROUGH WALL AC PORT I � .•.►.-.. � t - � -�' �/ _ FRAME AT HEAD&JAMBS ��• W/BACKDRAFT DAMPER j i % 77;,.:7 t \ F,` : . . . ": : :, ' I NAIL ON FLASHING _-� `Y Northwest SELF-ADHERED MEMBRANE y, j `� INTERIOR I_: :. .. : . f }' FILL GAP BETWEEN . � ; 2 X 8 WOOD TRIM,UNO .,, / '' - ;. - ml•, IV ; 703 BroadwayStreet, FLASHING COLLAR i I / 1°� • • FRAME AND FRAMING W/EXPANDING FOAM �1 -' -, 2 X CORNER WOOD TRIM u I .i Suite 510 PREFINISHED SHEET �' / SEALANT OVER 3i4"BACKER ROD •I\ i '_; SEALANT ALL AROUND / •• ���:-.- Vancouver, WA 98660 i ✓ BACKER ROD&SEALANT • METAL VENT COVER t = ' (S)COMPLETELY FILL VOID TO 1 • FIBER CEMENT ; i 712 MIN 75%W/BACKER RODS SOFFIT PANEL 1x MDF TRIM,PAINAT �j� -° '‘ // RIPPED 2 X WOOD DOOR FRAME - J-TRIM W/HEMMED ' i SECURE NAIL ON �- / EDGE AT CORNER - TRIM WOOD /_ FLASHING TO DOOR / RAIN SCREEN FURRING EXTERIO ' �_ I FRAME AT HEAD&JAMBS j AT FC PANEL OR BOARD& , ,'; RAINSCREEN FURRING AT ' i SEALANT NOTE:PROVIDE •• / BATTEN SIDING ONLY,TYP - SEE FC PANEL OR BOARD& WOOD DOOR FRAME / WEATHER WRAP AS HEADER,SEE STRUCT ' • / LAP WEATHER RESISTIVE BARRIER PLAN BATTEN SIDING ONLY V PER 131A8.01 AND SEE OVERHEAD GARAGE / I - 12"OVER ANOTHER LAYER OF 12" • / WIDE WRB CENTERED ON CORNERZ FIBER CEMENT 17/A8.05 FOR ADDED DOOR PER MFR NOTE:PROVIDE / ".i _ SIDING,SEE DOOR INFORMATION FIBER CEMENT SIDING ---L'• / ELEVATION FOR TYPE W13/A8T01 R WRAP AS PER / . // 15 THIN BRICK/STONE AT FC (INSIDE CORNER) 11 FIBER CEMENT SOFFIT INSIDE CORNER 7 ENTRANCE DOOR HEAD AT FIBER CEMENT 3 GARAGE DOOR OVERHEAD AT FIBER CEMENT • / A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=l'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" • / . . / -`_ OVERHEAD GARAGE DOOR - RIPPED 2 X WOOD DOOR / PER MFR FRAME / jSEE ` FILL GAP BETWEEN FRAME INTERIOR FILL GAP BETWEEN FRAME PLAN INTERIOR / ^� / ; _y AND FRAMING W/EXPANDING AND FRAMING W/EXPANDING / ! FOAM SEALANT SEE 1 X TRIM,PAINT FOAM SEALANT / SEE PLAN I / i' WOOD DOOR FRAME PLAN THIN BRICK/STONE VENEER 1 REMOVABLE _ THIN BRICK/STONE VENEER INSTALLATION SEE 9/A8.07 _:___2N-: / THIN BRICK INSTALLATION SEE PLAN r. INSTALLATION SEE 9/A8.07 ACCESS COVER / SEE 9/A8.07 © r _ o / _ N RRING AT ! • moi/ - `� RIGID INSULATION / BED TAR SETTING FC13' L OR B!� RD& ° .' ---1...-5- : �/ (TO BE REMOVED E-� �'� / _ LY,TYP DURING USE) __f • MORTAR JOINT ;; --N �i �,' : WOOD SHEATHING \i-s-,-; /p G M 11 • - L j r • ADDITIONAL LAYER 12" co BACKER ROD AND SEALANT ' // i' WIDE WRB,CENTER , . - . • 72Q • MEAD,JAMB&SILL li =` WOOD SHEATHING I✓ ON CORNER OR JOINT • - - > �/ T ‘, ..., r� BRIAN R.FLFFi '. • O , {, , .., 4 WEATHER RESISTIVE I '""� »- EXPANDING FOAM SEALANT Ii ADDITIONAL LAYER 12" a HEAD,JAMB&SILL �� :•'. " a , i-, BARRIER i` _ /� • °o WIDE WRB CENTER _ \ ` _ �\ BLOCKING AS REQUIRED ii :"; ON CORNER OR JOINT k III FIBER CEMENT SIDING, i , ` . !- . .. �=___ - -' �! SEALANT ALL AROUND • ;i 1 • SEE ELEVATIONS FORS I \ t • ,• . ._., i TYPE / SECURE NAIL ON FLASHING 1� [' ." . RAINSCREEN FURRING AT FC WEATHER RESISTIVE // ' i L_, ��_ r / ��i ;,,, i ��,' © ��; 4 ! &WRB TO DOOR FRAME AT /-' /} I BARRIER L `f - '_ - - /, HEAD&JAMBS '. 2 X 4 WOOD TRIM,UNO PANEL OR BOARD&BATTEN METAL L-FLASHIN 33/8"GAP TO • i =;•FINISH FLOOR! - •i.-. -- r I�1 ` SIDING ONLY ,,� . u'' ' _ � s�w/f, � , ���- METAL L-FLASHING 3/8"GAP TO 2 X 4 WOOD TRIM UNO EXTERIOR " / APPLICABLE -'i _ WOOD WOOD FRAME,THIN BRICK/STONE © r� �+ A / i ° - VENEER FRAME,UTED TIGHT TO ONE EXTERIOR Exterior Details c. �' / / -v. FLASHING,SEE 16/A8.02 FOR WRB O DOOR FRAME AT G& ALUMINUM /1_14-.----._ FLASHING,SEE 16/A8.02 FOR NOTE:PROVIDE ADDITIONAL INFORMATION HEAD&JAMBS THIN BRICK/STONE SIDING CORNER ADDITIONAL INFORMATION WEATHER WRAP AS PER • • VENEER SEE DETAIL 9/A8.07 FOR SEALANT OVER 3/4"BACKER 13/A8.01 AND SEE SEALANT OVER 3/4"BACKER NOTE:PROVIDE ADDED INSTALLATION ROD(S)COMPLETELY FILL VOID 17/A8.05 FOR ADDED ROD(S)COMPLETELY FILL VOID WEATHER WRAP AS PER •E INFORMATION TO MIN 75%W/BACKER RODS DOOR INFORMATION TO MIN 75%W/BACKER RODS 13/A8.01 18 PORTABLE VENT UNIT AT FIBER CEMENT 14 THIN BRICK/STONE AT FC (OUTSIDE CORNER) 10 FIBER CEMENT OUTSIDE CORNER 6 ENTRANCE DOOR JAMB AT THIN BRICK/STONE 2 GARAGE DOOR JAMB AT THIN BRICK/STONE A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" u. CONTINUE WRB 6"MIN PAST NOTE:SEE 18/A8.05 FOR FILL GAP BETWEEN FRAME OVERHEAD GARAGE • W FIBER CEMENT SIDING, TOP OF FLOOR SHEATHING p SEE ELEVATION FOR TYPE --� w �I SEE EN ADDITIONAL INFORMATION AND FRAMING W/ SEE DOOR PER MFR ON DOOR SILL PAN EXPANDING FOAM SEALANT U LAP WRB OVER SAME OVER �� LAP WEATHER RESISTIVE �' METAL FLASHING,4"MIN ii :-t BARRIER 12"OVER m RIPPED 2 X WOOD DOOR FRAME INTERIOR RAIN SCREEN SYSTEM ?) ANOTHER LAYER OF 12" DOOR FRAME BEYOND• EXTERIOR O INTERIOR NAIL ON FLASHING WIDE WRB CENTERED ON END DAM OF SILL PAN,ANCHOR W/INSECT SCREEN AT i WRB °D FC PANEL OR BOARD& CORNER AND SEAL TO JAMB ROUGH V 4 03.21.18 Owner Revisions cmi BATTEN SIDING ONLY i ��, :.' e,_ -,_-+• ., OPENING 2 05.23:17 Plan Check Responses 2X OPEN SPACED CC �, q ;" 1 H DECKING,SEE u.iv �� ip---y- DOOR PER DOOR SCHEDULE \ > = _�, = ' # Date Description L STRUCT a_� j1 1Pf DOOR THRESHOLD SET \ �` a T-- ��i v• IN FULL BED OF SEALANT `1/4 / <% Revisions )'_, - - / January 12,2017 L. j -� _ SLOPE `� I t,. j :1-0 ki i i - _ I Date �, TO SLAB MAX „.....7.--- ✓ rr ,r ,-,1p-->..-::.- o , 1 ,:� CONCRETE a ' • • ; � BB,DG,NE a a a Designed By BUILDING FELT i •))'_- + ' • • - ' ° . �V---i v--{',_ �/ //I �/�' -t �- SIDEWALK OR a .Qc, UNDERLAYMENTOVER I �������������������� ASPHALT PAVING -'' \ \ _ \ \\ \ DG,NE,NM o TOP Of EXPOSED '�� .. - a . - .Q - a ' • - Drawn �j JOISTS 3"WIDE,TYP i.-11 li d a a - . ►X % By .. TYPE B METAL ,. �� ' ° - d/ FIBERCEMENSIDING -� /,r -' KJ :no FLASHING W/DRIP = �-/ SEALANT .• , z EDGE,SEE 2/A8.06 1 ,' Ji 1 X 2 WOOD TRIM JOINT -i I i 1 '-` ) I- !� • - ` d wismosion RAINSCREEN FURRING Checked By i !!I r i ,- AT FC PANEL OR BOARD PT LEDGER, �' EXPANSION JOINT i_ I i_. .__i ' Ev._ aca SEE .-� RAIN SCREEN FURRING i -, f--- &BATTEN SIDING ONLY 17857 O STRUCTURAL \4: AT FC PANEL OR BOARD& i f ' !- aSEALANT ilD MATERIAL -it' ' , IT, . 1 = BATTEN SIDING ONLY,TYP CONCRETE FOUNDATION, IL-LIT,I i I EXTERIOR Pro'ectA umber ALL TYPE A METAL V ( I , a 2 X 6 WOOD TRIM,UNO DETAILS EDGE,SEE 2/A8.06 ��.- iSEE 2/A8.07 FOR METAL SILL PAN FLASHING,SET INNOTE:PROVIDE EVISED FLASHING W/DRIP ni • FIWBER CE D EAT SHEATHING '-_:-.---1 EE SEE STRUCTURAL '- I 1 ; 1 - • N SECURE NAIL ON FLASHING WEATHER WRAP AS PER cp ISI I INFORMATION AT SIDING,,S SEALANT DOWN FACE SLAB/FOUNDATION &WRB TO DOOR FRAME AT 13/A8.01 co <c) WATERPROOF DECK ELEVATIONS FOR TYPE JAMB SIDES Sheet Num.-r mhi 17 FIBER CEMENT SIDING AT DECK MEMBRANE 9 FIBER CEMENT INSIDE CORNER 5 ENTRANCE DOOR SILL AT SIDEWALK 1 OVERHEAD DOOR JAMB AT FIBER CEMENT Copyright 2016© if this drawing is less than 24"x 36 It has - Si A8,02 SCALE: 3"=V-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" been reduced.Scale accordingly. w LAP WEATHER ' _ • • RESISTIVE BARRIER INSTALL NAIL ON FLASHING •ok • • \l 3'-11 1/4" . OVER METAL FLASHING OAVER DRIP FLASHING AND - • i • •.._ V LESS THAN 4" INSTALL METAL .ss-- ,„ , -. '.07.'''. *;',754, ;.7-•;' `0:.-L4bale•C' .,.A7i=='. -1---. ,,:, •-••-ig• • METAL FLASHING TYPE B,DRIP FLASHING --.„„, . -04k- WRAP DOWN ''''' '''>"›, OVER ELEC CONNECTION! ' a ..-*r: 4: I INSULATION TO • BALCONY EDGE METER,SEE FLASHING -#0,•:4-. 4** - " •• , MORTAR SETTING BED ---- 4 ,...---- 1 GUARDRAIL --, DETAIL 2/A8.06 1-.. -•-, r-,_ •&•:,.**-41 I* MORTAR JOINT . ]Jr i •. ,.- 1/2"X 2"METAL -------- i --,-- • _•• _• -' RAIL [ ,,,._ SELF ADHERING <> . --_, 1' 4 TY '•-• MEMBRANE FLASHING --1 42i 1 ,. , .. METAL L-FLASHING WITH DRIP& ,....- • -.. :It SLIDE UNDER ELEC , Otak kchitectal Inc 3/8"GAP TO VENT,THIN - - ' 1! , It' , ' t •1-, CONNECTION/METER --,,, BRICK/STONE VENEER GROUTED I ,, 4- 1"MINIMUM AND '''- '•- _,_ „. . 808 SW 3rd Ave, Suite 300 ., 7 i zn .. -----,-...________ce_ TIGHT TO FLASHING 11: •.„: i-• ADHERE - • 7 / cn P'' /'- ' Portland, OR 97204 ;. , Phone 503.287.6825 SEALANT OVER 3/4" 1 -., - u) . ,-• 1/2"X 2"METAL / i ... Ul TUCK WRB PAPER , - ,:dgliN 1 --...... BACKER ROD(S), \ •••-. -.C-Nift ..?..ct. Fax 503.415.2304 UP UNDER SAMF FLASHING ., 1 • COMPLETELY FILL VOID TO f2.- RAIL,TYP - i .,- -. .-• BEFORE ADHERED ---- 44,. ..,,, I -.., MIN 75%75%W/BACKER RODS ,,, - ;-- 1 -.....-_.- •.--... - .....--..,- ..--- -./-...-- --;,..--...-....-- • - AT ALL SIDES OF PORT L RAILING POST W/ - ,-- SELF ADHERING . ` 2. BASEPLATE, MEMBRANE FLASHING I , • -.- i ,- F _I .0.4.404.....w.....to,,,k...., _ ' ATTACH TO FASCIA . :2" . b, to ROLLED ONTO SIDES -„,_., ..,, 1 .. ,,, • OF METER 1/2"OVER -Nom I / WOOD DECK - - . -----40- / / .1 SAME UNDER METER -..„ 1 - - NOTE:LAPPING ALL METAL .- .., z / METAL FLASHING BOTTOM 81,A- -4 -- --, - ' / FLASHING AT LEAST 4"AND ),,....„,, River Terrace ,... ------.,- - ------- _ INSTALLING SEALANT • SELF-ADHERED 0 BEDDING JOINTS AT THE / L ."--„,,, ,,. ''''': • • MEMBRANE / • 0 JUNCTION(BETWEEN SEE 4&6/A8.03 FOR OTHER -..t FLASHING COLLAR / ADJOINING SECTIONS) EXTERIOR BUILDING t ' / SEE 3/A8.07&18/A8.06 PENETRATION DETAILS .... THROUGH WALL AC FOR ADDITIONAL . PORT W/BACKDRAFT / INFORMATION Condominiums DAMPER PREFINISHED "; - 0. tzt• 12 BALCONY RAILING 7 DECK FLASHING AT WALL (AS NEEDED) 3 MOUNTING BLOCK AT FC (ELEC/MECH) • SHEET METALSW Roy Rogers Rd. / •:,. A8.03 SCALE: 1/2"=V-0" A8.03 SCALE: 1 1/2"=i•-(r A8.03 SCALE: 3"=V-0" VENT COVER / 0 I / . 0 Tigard, OR 97223 . / / PLACE PRE PRIMED WOOD METAL RAKE FLASHING,LAP • ' . BLOCK OVER NAIL ON OVER ROOF UNDERLAYMENT& / N 1/4°MIN DEPTH OF / ----------°- ,-- X i .,..-------- SEALANT AT HOURGLASS , FLASHING,EXTEND 6"BEYOND BEAMTRIM FASCIA BOARD / BLOCK ON ALL SIDES , / CFINISHED MATERIAL .s:::.?:2'-';C:4:•i‘ N------ WITH PRIMED EDGES SADDLE FLASHING,PLACE a. .. ROOF SHEATHING ("„ .'r.0-„,, OVER FLEXIBLE FLASHING .414\ INSTALL METAL TYPE B, ROOF UNDERLAYMENT . ACCESS COOR / - Y'.3i-e:41.i-' 4»r2X\/\ 6 AT INSIDE CORNER ,::•<,-:„•.,.-:,_,-,•-,• DRIP FLASHING OVER \ LAP WEATHER RESISTIVE .. N", -:• ::"::te•:::'' =?::,,_,-:-:: :-;- SEE HEAD FLASHING RIGID INSULATION 1/2"-3/4"DIA.CLOSED BARRIER OVER METAL io\-,, (TO BE REMOVED ,..--•--- -----------r---"---------4-// •*Aka 0••••.04,•••••••••••••.••••• ,, ((( CELL BACKER ROD(S) TO COMPLETELY FILL 1\ SADDLE FLASHING 1*,‘, ,‘', '•.,:„';-: :,'.•-.„-,':-,.,. ..:‘'•, ." -: DETAIL 2/A8.06 - ... %•-! N••-• DURING USE) - 1 ',, '-gall101111100, r,i . % -••=:•'‘..?-..'4='.'''‘'.:- '->:fr,;_':'*':,.:?., SEALANT ON TOP AND „ t-/77 •/,‘' /4" Z(/ 7;•' '('' //,' _V/ /r/ /7/ A f /)/ ,C7 //, ' ,C/ ''' /-3 -. BACK OF VOID '':-;‘•.::`•--:'"/-4,':,'• '- '.:;-!,,A:-1-.L*,.1..,-; SIDES BETWEEN BLOCK ,- AND NAIL ON FLASHING _ -- . . _ I Polygon • • ,,/ II :,- ..., A REQUIRED SEALANT JOINT DIMENSION . -,: , ==,:. _,,,,- - -,_.(..-..,;:,.• . .. ?‘...- LAP NEXT COURSE OF r..,.., '. -• '''.'.,•t-.' - -'•,-,,e'-,z* q '„',-. i-.; , • - WRB 4 Northwest , . EXPANDING FOAM -.'' ./ -- ;:.:1 i,I,-`.• >,:,'.--';',' 7.?;-:',•:7'2,1:- -"'' ::4_t r':::••:".': . ., _ ..,..., , --".- r . J • f, o, , AND DOWN SIDES OF „ -_, 1111" BLOCK CUT PAPER NN ,.. SEALANT 1/4"MIN DEPTH ROOF TRU- FINISHED MATERIAL TIGHT TO BLOCK 703 Broadway Street -;":"''' ' ., WITH PRIMED EDGES ..,•.-, , -.•-• HOURGLASS ';,•,: -`,:•:-;_ti:•1-.',",••---.`" -••••'•'••-•- - '-•-• • . BLOCKING AS REQUIRED 47 I „ . AL Suite 510 TUCK BUILDING PAPER t • ----; STRUCTU- • - '-`'-'-`' 1 1 s), b o_ .7-,,y:!•-:::•.•=4*:-',-r-,..:••= •I. ,,lj,.,-,..i.,,.:.' ,L;;i:,:::...-',;;.,::.:;., _ ..i-__ Vancouver, WA 98660 1,1 2 "070 Pi .,,, ,A,,-,,,..,.:, , ..„:2 : ._:_,::,,, :„,,,,.-: UP UNDER NAIL ON FLASHING --. I ---- 2 x 6 WOO I RIM SEALANT ALL AROUND ,.,.. .. ,,, c :s4.'•-'::':"•;-71;'•-•'..-•-•-`•• '' ; ‘-••..-:'„ "i' ,:t.:,Y' > 1 . 1 ,.• . , -1';-:•_'i.:- -.14-',1', ,,,,;:=:. 7`;-:;';'--:,`...,-;;-:'' ----... . ' .., , ‘........-4- 1 -•::', .`';•f_'-.-' ...;,:*1:.-,.. ..•.. '• .:-.•:-%.,•':•-i -0,- , 1 AT FC PANEL .., 1 .4: ,;,----j..._ OR BOARD ,,,,, p" e..._ _ c\ ...,. SEALANT OVER BOND ;::0:,:3,1":::,:':•:•::f -:-i,/:::,,,,:!: :, ' '...:, ----, .,,,, i AND BATTEN •,:. BREAKER TAPE •• • -,-- ..?, .--,... -- ' '' -%"-",z,.:*'..,:::-7•.41 ' / SIDING ONLY `---„, ,, THIN BRICK INSTALLATION _..--------.." ' •- , % / .; / ;.•, ,.• ••.:*:-:'1:•' ':t--:•-:••;::-:•::.'"}.7•-• . -- , -, , SEE 9/A8.07 FLEXIBLE .„. - SEE 3&4/A8.03 FOR OTHER ' , \--r'l / 2 X 8 WOOD •!,:, ALTERNATE JOINT WHEN DEPTH IS NOT POSSIBLE FLASHING ....', - .„ '/ :, EXTERIOR BUILDING '/ ' FASCIA A I •,:•,) FINISH FLOOR B -,•:,, . •. PER"A"ABOVE PENETRATION DETAILS :, ' LN 1 X 3 WOOD V 1 ), TRIM • • ...1 / -%)•1 15 MECHANICAL PORT AT BRICK 1 1 SEALANT JOINT DETAILS 9 SADDLE FLASHING (AS NEEDED) 6 VENTS/PENETRAT1ONS AT SIDING 4 ..4; ; // : A8.03 SCALE: 3"=V-0" A8.03 SCALE: V 12"= -0" A8.03 SCALE: 11/2"=1'-0" A8.03 SCALE: 3"=V-0" E 1 7,7 ,?. RAINSCREEN FURRING AT FC -;, \m, • PANEL OR BOARD&BATTEN 0 0 / SIDING ONLY STUD IV3.1.4z • • 2<a NAIL 3/8"FROM EDGE / ' OFPLANK / N\)z Zsi 9 WEATHER RESISTIVE .4-. BARRIER ,.. ri r,No .4-. NAIL LINE / , 7 00 • co Al _ _ / , 7 cS rf. METAL JOINT FLASHING INSTALL PLANKS IN „ -...-o--- / ' '' 0.) ---r... / -, , MODERATE CONTACT 720 co ....,...-- 1 AT BUTT JOINTS 4 6•00 FIBER CEMENT BRIAN R.FLEENER rx) 0 /..' it\ -,'' , mi O LOUVER • //WM • 46 . _... /---- (PREPRIMED AND a. „.... ."l _ /: .. '' PAINTED) ; PORTLAND,OR WELDED EDGE / N. / _____„,.._---.•---- -------------- - METAL FLASHING OF C0 1 . / ‹p'*.s 1 ' -," SEE 2/A8.06 / , ,...--_-_.---, . • • / . 7h / . 11110111 ' / • J-CHANNEL Exterior Details METAL TRIM \. A • 0 , . t,. :ia•S "EEN A/T <, NPANE •RA2\ • ,J BOARD&B EN \ .7-, 1 '''' . i //35-"-•\ j•-•)'--/-‘------k---\„...Sylflp 0 . • • F.: E0 ;r• 5 TYPICAL BUTT JOINT 2 GABLE VENT DETAIL ,, -.,,.,;(_ ,.. • b, A8.03 SCALE: 12"=V-0" A8.03 SCALE: 3"=V-0" ."i 1'-0" 3 VT -,.- 1 q. -4. 4- u. EASED EDGE 7 I. USE HOT DIPPED la r"--SEE BEAM PLACE VINYL BLOCK GALVANIZED NAILS 0 BEAM,SEE STRUCT A L._SECTIONS TOP EDGE OVER APPROVED NAIL 0 ..., ''' .---„:„.......0 SECURE BLOCK 5 1/4" /-1/2" ,6-1/2" ON FLASHING,EXTEND 0 • •IN . : . '- 1 I /\/ SLOPED AT , 1. L. SADDLE FLASHING,PLACE THIN BRICK/STONE • co IN CT SCREEN AT F 1 : 10 DEGREES ' --z ef.f• OVER FLEXIBLE FLASHING 6"BEYOND BLOCK ON -•"°‹-T-... VENEER,SEE ELEVATION I\/ IF PANEL OR BOARD& UNDER is----;* i / \ """ / I n n 1 1 f .• ALL SIDES AT INSIDE CORNER -, -, , . El BATTEN SIDING ONLY 1--i WEATHER . I I I I • GUTTER l • Zo -- A , 5 "1 7.k U LI • .. - RESISTANT BARRIER or, , . co FIBER CEMENT SIDING, . : 1 LAP WEATHER RESISTIVE ' 4114 *4 -.4'14 LAP NEXT COURSE -.,,,,, THIN BRICK/STONE ' ' SEE 4 03.21.18 Owner Revisions . • ' 8 SEE ELEVATIONS FOR TYPE , .. .. 1 \ 1 • BARRIER OVER METAL OF WRB OVER TOP • •,:'• - VENEER INSTALLATION r 4 . ' 2 05.23.17 Plan Check Responses PLAN E ' 1 i z ' SADDLE FLASHING _ "=•-:•::,:•.•,-,2 AND SIDES OF ------ SEE 9/A8.07 4.t' , Mal/ # Date Description „ tut. 1 I 4 X 4 WOOD,TYP FLEXIBLE FLASHING -- WEEP SCREED -4 r ; _ SEE Revisions N1i41., _• -:.',-.),-‘-•.,• .•,' ,t-•1•,-.-.. , (1) ii METAL FLASHING W/ ,6-•-' - 41 .4- v.- ;r N*,,, n.:. ,f'':' C*-t:.:,.,;','.• ' .7.ec , SILL SEALER : SECTION January 12,2017 ci. SEALANT,SEE 6, 10 ..v-. : co . PLACE CONTINUOUS - r ,, . PROVIDE FILLER ;-- ::.;; -‘1..c...',J1c,;:.::- . :•-•,•-,: ;;:.::.,:.:,/..:: :-'4°IiI\ ,,, BEAD OF SEALANT --::, / -.-'*----* . --'I-// .. . Date c : 3 FOUNDATION el""i Lo &14/A8.06 co ____-----„,4 MATERIAL AT OVER NAIL ON WEEP SCREED --- ________ ,4,. SHINGLE OVER 12"OF ,,,, ,,,__________„/ 1 CENTER FLASHING TOP AND r .._...., a • < . • . BB,DG,NE 444)1 .,,,,,::; FINISHED GRADE, 4 • "0 ' *g WRB WRAPPED UP FROM__ -1 •' :.•J: -:1,.."',•.:.'••..,,L.--;---.N. .:. SIDES,OVER OR INSIDE _ , • 4 • 4 Z . • Designed By UNDER CANTILEVER ....,,---.25 1 PRIMED AND =';'•_:,:A1-'.:•:•,, ;'..t:...‹: -... • • •• • - OF NAIL SLOTS PRIOR •<.> SEE CIVIL g ,/"---1,...--- PAINTED AS REQ ,.., ::;'-f;;-.5- - ••:. " 1 ' =';:':-. -:•••-:-:'::::',",q,f-, ' :'';'4';'..:4:2•4:":,:l.:, .•:: 1 ';;;; ‘or,•-:;,.: '‘;?',,:::•:`•,'..7 TO SETTING BLOCK -----‘---7z-r.... _ . To I 111 IIII1 DG,NE,NM .so 2 x 12 WOOD TRIM ....---_,,...--I. -r„ CONCRETE as :•':-,‘:, C-,,,.:.,` --....., o ,-------- I 1:-;;.=! ;•-_:';`,-1....,‘, f! ., 1 :..:::. -',;.-•:;•-,,,..:,--7::,,:;,, - TUCK WRB UP 1 .---*--..,' ''*- ---.'s•-•,.,.. FOUNDATION,SEE 11=111=111: 4 Drawn By 0 FIBER CEMENT 1 ATTACH TO WALL AND . . ' 1 SOFFIT PANEL ./.--1 4 I OTHER ELEMENTS WITH COUNTERSUNK 3" '';'•-•'•",:,•-•:- -t•:.- :-f•'' _••:*'.';...,-,,-..•:.:2,1::...,..•:,. .',...7:-.,,_,,'..,•,-,, c:::._. ,:::,+,;';`,•!•-•-1•:,•.:; :,:,-7.,.,.". FLASHING ,„--- - ,----, . , --- ° 1 X 2 WOOD TRIM AT ,-,-, ''•:'"•::',t'•,-,t;:,:'..,s- ,1::•,,-*•:-.,•• GALVANIZED DECK •,::-!,-,:.•:...„-;.:,•'':::_•,:„-:,-.!:,-...,,,-;•_ •:-.*:'':c:f=•-;`;-',- 3.-'4;•'':' .,.... 11-s- ' : ----:111: ,,e i 1-;-----• 1 .----•---1 ;-----; 1 ;---i I , ----. , Z 11 -_,, .; Ag- ' :::::•;: ::', ,::.,':•.',' ' ':;• ;,:-.:;-:C."::-:-.'f:•.7'-:' ,,,- __.1 i, , .1 0; SEAMS AND EDGES NN,,.--- --2- „. ,1 , 1 SCREWS \ ...A ----..„. .,..._...2•1,_•;-,; ;::'.:- ' 1 1 •-,s..•_,-,,,-.:•_•• •,:',.: --......-,-- =1 I 1-1 1=, • 4 = ; - I--; I ; I I I--- 1 - 1 i= •77- ; • .1 Project umber "-r- I",, • :'*_:-.:'1'. I _. „..%.„ ''''\,„._, ,.,,, " L L;- ,.., ' r Li) SEE 3&6/A8.03 FOR OTHER 3DETAILS iz EASED EDGE SIDE ELEVATION FRONT ELEVATION A • 0 REVISED SEE 9/A8.07 FOR 8 ' PENETRATION DETAILS ;'-' -,, >--- A _.>< co • SEE 5/A8.06 FOR ADDED INSTALLATION ,,, AD111 a ,, 2 ADDITIONAL INFORMATION A - ea INFORMATION Sheet Num.-r iti 13 TRIM BAND AT OVERHANG io wOOD BRACKET 8 SADDLE FLASHING CORNER WALL (AS NEEDED) 4 MANUFACTURER'S VINYL MOUNTING BLOCK , 1 THIN BRICK/STONE VENEER AT GRADE . Copyright 2016© SCALE: 1 1/2"=V-0" . If this drawing is less than 24"x36",It has been reduced Scale accordingly.A8.03 SCALE: 3"=V-0" A8.03 SCALE 3"=V-0" A8.03 A8.03 NOT TO SCALE A8.03 SCALE: 1 1/2"=V-0" &D 0 INSULATION BAFFLE, 1" SEE • CLEAR,MIN ..,. III PLAN •.--•, • --.1 • ,. ASPHALT SHINGLE FIBER CEMENT . ROOFING V • 0 • - 110 PANEL SIDING .--- ---- BLOCKING W/EAVE VEN , , 9 1/2" -4. - 1/4-fie,:;:i.,----- :it:*---Pillr" •:0' k OCge '' SEE STRUCTURAL,SEE -a/ - 1001110•41. . szNs..„\ ROOF PLAN FOR LOCATIONS • t'-'=-:- ROOF "....„.••••,.. "I'1/4. •,, .., AND SIZES OF EAVE I 'ir: , list, .4.1•0-...."00--k ,s.:. ,. ..., VENTILATION 0, ,._ - 1k47.44.40 - UNDERLAYMENT . , ,....:. -. METAL DRIP EDGE (•ST b 1 -47--- ,----1 WRB „_____• ___ • w•• ••1/2" FLASHING 7.." Ag:iii•-• •-f• -•_.• • ift.ro*HM Atki 41:-..•.-. •-•-4!• ....;10c5r. 111.01 11*\ INCREASE TO ,,,, ,40 . FRAMING/FUR G,-_,..y...„.....-. 4,. ; ..-,--,,', ....-T.s:,:,1-:f:,‘ _ ,.;•,7.--,•.-:.,:‘,..-i-,:., 4.::: -. ',‘,..., _,_e..,-,•,-, .:, - : _,_ -90, 2"HEIGHT - ,r; di WITH ROOF ,' • 808 SW 3rd Ave, Suite 300 •- 0 PITCHES OVER 6:12 OR 4" -: ' OrEMNINNG "'.51210M-0.1-Ni" ti'w .)- UNDER GUTTER 10 DEGREES,TYP .- . . .,../ ---------. Portland, OR 97204 Wis- ----% GREATER OR OVERLAP METAL GUTTER WOOD COLUMN P - Phone 503.287.6825 7-"---------________ ___ STRUCT Fax 503.415.2304 . DISSIMILAR SEE ' ' WITH 3 X 4 . C.„.> 1110----- ----.14 "11. PITCHES OF METAL I PLAN : . .,!--;--; ANY KIND - C • ....... .i........._7___,_., , -.---.7"'--- FIBEF CEMENT PANE . •• C..> /-----4_, _ iiiiii. .- DOWNSPOUTS s. -)6- 0r- SIDING CLADDING, - 11111.--- LAYER OF MIN 30# SEE 20/A8.05 FOR INSECT SCREEN \ 1 VERTICAL RAINSCREE FELT. ADDITIONAL WITH 1/4*AIR . . „.„------ - FURRING /----- - UNDERLAYMENT INFORMATION SPACE MIN AT TOP / \ 1 . ' • . _,..., --------, , THE FLANGE EXTENDS OF RAIN SCREEN t WRB . z--- ________,------ UNDER METAL . ' - • ONTO ROOFING A . A River Terrace VALLEY FLASHING WOOD BRACKET AT . MINIMUM OF 4" FLASHING IS SIMILAR EAVE WHERE . . : . VALLEY FLASHING FOR ANY SIMILAR TYPE SECTIONS SHALL BE OCCURS,TYP ' . • OF ROOF PENETRATION OVERLAPPED 6" , FOR ADDITIONAL WOOD : FOR ADDITIONAL East . • MINIMUM ' .. . BRACKET INFORMATION ' : ROOF INFO SEE i . . , SEE 10/A8.03 ___.__ : SHEET A8.05 • . . . SEE PLAN 18 WALL REVEAL 14 ROOF VENT PENETRATION FLASHING 10 VALLEY FLASHING 6 TYPICAL EAVE Condominiums .1, A8.04 SCALE: 3"=1'-0* A8.04 SCALE: 1 1/2"=1'-0" A8.04 SCALE: 1 1/2"=1,-0" A8.04 SCALE: 1 1/2"=1-0" METAL FLASHING SW Roy Rogers Rd. • - 1 -/- ,- Tigard, OR 97223 . . 1 X 12 WOOD f, , .r - -41 • _....,_ r .: . PT 2 X VERTICAL N 1114, -- - , ..i . TRIM WATERFIBERCERMESEINTSTANLApT BARRIERSINGOR ' 111111°' ,: . FURRING STRIP TO „- ii1'-6" if -r.. „--; RAINSCREEN ALIGN W/FO PLYWD • ' . ' / 11 1 RAINSCREEN FURRING(FC FRAMING/FURRINGWOOD 1'-2" 9 1/2" , BOARD'-- &BATTEN SIDING ONLY) 1111100,. 7 1 I. ___ .... --z TRIM BAND FLASHING, it : A I LAP COL FLASHING • ,i ' ._ Ars....al ahh._ ,_- xl.-4.-- : BOARD AND BATTEN,SEE IN I re,r4 r: A r -.I r if -- , 4- ELEVATIONS 1,...... ....-...\\ /' , Ii I. \ GYPSUM FLOORING i L -. 0 .' -". • MTL FLASHING W/ --, ,...-- liri 1 II AO i • .. - • pg • t / \ , DRIP EDGE,SET IN t it .---- .--) 1111111.____ SEE STRUCTURAL FOR 01 4 . Pp , \ \ SEALANT z (2 / '.. 1 ,---,..:-- EXACT BEAM DIMENSIONS vie' ft . Ve" I /- / \ 111 ! . . 176- -7 - 1 ' . . A , FIBER CEMENT\ .• . . /-..-_,1 11 kt,_ „.._......iiii,111111b -___...Illik\ ASPHALT SHINGLE ROOFING . L . a) # - 1 - . 1 4 • . / o ''' '' -- SIDING . Polygon Alr - --1- 1 METAL i 4 . . 4 PT 2 X VERTICAL . ,-----• 'ym. ,1,1*, ..ibii..,....„ \ i - i 00 =L:- il , 1 . ;-- - - i • Or --""1--1111- re' WFuOORRDINFGRAMING/ Northwest 1, a ,b• -7,,,.4, FLASHING - 01 . Lp:_i_ _:.... li . 40i _,, FP N2-NTN, 703 Broadway Street, ' ,1 '1 -.:-.----- -<- . . 1 frOi . • ' . ' '4 4 . .. /A PT 2 X4 TO CREATE / 1 `,0 I / , ,,,,- 10' --.7 -••• ' 1 • ' ‘ \- ---\, - Suite 510 _ / . . . . , _ ‘ / Vancouver, WA 98660 . TAPER ...illtimiw , 74,-,.. „ow 2... r.I. 40 . -. __, - - - _ \ \ i \ NNA\ -_ ---A41./ -111..11111° EL: AV ..., .A AO A• A=, 4 BACKER ROD AND SEALANT f- / / 1 1 1 .',) J-TRIM WITH HEMMED LOCATION OF COLUMN .---i-7,-- - ____41:r . / : - FIBER CEMENT I t , ,------1111011 4111 f _, Awl EDGE AT CORNER ABOVE,SEE STRUCTURAL .... .' ./ I i THE FLANGE EXTENDS . A8.04 0 oP-4111) • RAINSCREEN,WRB& ; 1 ,s / 1 ONTO ROOFING A ------ -- 4 p A RAINSCREEN FURRING(FC THIN BRICK/STONE VENEER ... --___- - --,, #4100 .1 .. . WOOD SHEATHING ;\ ; A MINIMUM OF 4" 4 11! _U 0..-4141,11111111 ONLY) •__,----1 I „/..., FLASHING IS SIMILAR 1 BOARD&BATTEN SIDING DECK-SEE SHEET A4.11 . . PT COL,SEE STRUCT / i sl !, FOR ANY SIMILAR TYPE FIBER CEMENT LAP SIDING , N ,,a ,„ OF ROOF PENETRATION. OR BOARD AND BATTEN, SEE 15/A8.07 FOR ADDITIONAL / . III - SMEETEAELLEGVUATTTIEORNSWITH 3 X 4 METAL DOWNSPOUTS INFORMATION 17 COLUMN SECTION - TOP OF TAPERED COLUMN 13 ROOF PENETRATION 9 UPHILL ROOF EAVE AT WALL 5 BRICK COLUMN PLAN 3 DECK COLUMN . . A8.04 SCALE: 3"=i'-O" A8.04 SCALE: 1 1/2"=VA8.04 SCALE: 1 1/2"=V-0" -0" A8.04 SCALE: 1 1/2"=if-on A8.04 SCALE: 1"=1'-011 . .. ./ U i 1 A I:. - E NTP.:. E SION 2: 1( 1 G TAL • - - A:.#6 4#....7.4,0,,,-' 1. 2'- .- 2 X 6 WOOD TRIM I , • • RAINSCREEN I FIBER CEMENT SIDING,SEE /\1-----,7-- WEATHER RESISTANT • m • m • • WEATHER RESISTIVE WOOD SHEATHING tlipp. i I , ELEVATIONS FOR TYPE ..N.,...„..,,,, ,,,,., t / BARRIER DOWN OVER , 9 1/2" BARRIER RIDGE SHINGLE PER • m i • as 11 ] -.-IN-i : ., . ,_ I ...,7--- I_ 00.1.4.1 I , Ir....7 METAL FLASHING / ___>1 .Z.- EDGE OF SOFA WRB,LAP FLASHING 4"MIN i I SEAL BOTTOM OF WRB PER MANUFACTURER'S • • MTL FLASHING TYPE C,SET 4.14:AlL I ! WRB MFR REQUIREMENTS ROOFING UNDERLAYMENT, REQUIREMENTS • Ill • MI (113. 1 1- n P tr) I :.--// I • (13 I ta,L......-ji - • . IN SEALANT PER 2/A8.06 TURN UP ON WALL PRE-ENGINEERED APPROVED NAIL ON 01 RAIN SCREEN W/INSECT i ' 1 ,-,., .-- SHEATHING 8"MIN ROOF TRUSS- 1. RC loo RI I ,......„..."' I I •- FLASHING BEHIND WOOD i I ; SCREEN AT FC PANEL OR i •% SEE STRUCTURAL E4 ,, En • OA 7 ‘..c% .1 ,---;--- 11 w ... '.......". BOARD&BATTEN SIDING ONLY . , 14, ixt • dB in r e-- 1g • ,1-- WALL SHEATHING, lb • Hil P . A I a OVER METAL'Z FLASHING 1.411.104,1r- I tip.$1.001111 101 SEE STRUCTURAL ROOFING . ro , 1 , .r„---vc/:, .i 11,11 c) 2 X 6 WOOD COLUMN -or-404 UNDERLAYMENT III SEE ' 01 as CA81.704 1 i co -41/4 METAL STEP FLASHING i --; SECTION PREFIN METAL c.) CAP W/DRIP EDGE,CUTors i ' ./„. 4-1 /''' ' UNDER EACH SHINGLE _. 4" I .---3-____, ASPHALT SHINGLE 1 3720 . . TO FIT,MITER CORNERS 1 r *".. .---?.....7"- Ir FLASHING hi 1 1 41 \, , z ROOFING --'-'16. ' , -1 r AT 45 DEG - BRIANtR.FLEENER4 .- FIBER CEMENT SIDING N , -i ; CLADDING,TYP. • 0°At •.- '- o ROOFING -' ;-• . 1 II) o. BASE TRIM I • e:,,,,,,,,,, ________„„tee, Ale -t-NNIN-s--- --, 1441.),__PORTLAND,OR . PT 2 X 4 FURRING ,.--•--'-'- > go% ,,,,... __________, • • • 4. I t •''''''' 1:11 144ft •• CREATE TAPER 4 ! \ - - . :". NI-4 7 i ii, FLORENCE 1570-16 SDAF MAILBOX MODEL i ______,.- ; PT 3 X4 -.A _ if 1. ,,.( ,//)' )0)" /X," ..CV .0,, ?/ :I I METAL T FLASHING _______----/ . . 1 / ROOF SHEATHING (TYPE A)PER 2/A8.06 V < • 4 SEE 12/A8.05 FOR MAILBOXES MUST COMPLY WITH ACCESSIBILITY I • ',1 • • . REQUIREMENTS.CUSTOMER COMPARTMENT ••ci . ROOF SHEATHING ADDITIONAL STEPPED SOLID BLOCKING, ' , . a INFORMATION SEE STRUCTURAL REACH RANGE MUST BE WITHIN 48"AND 28" Exterior Details ,, . 4 AFF. Atc. PT WOOD COL, • SEE 11/A8.07&17/8.07 • • SEE STRUCT -: " • - FOR ADDITIONAL SEE DETAILS 6/A8.05& 16& ..../..09 4 . <7 • INFORMATION • • 20/A8.06 FOR ADDITIONAL SEE 15/A8.04 FOR I SEE 1/A0.02 FOR PLACEMENT ON SITE I '7-- til CONC COLUMN BASE, ,. ..,.•• . • , ROOF INFORMATIONTERMINATION OF STEP 'il ' SEE STRUCT ,, • • FLASHING AT GUTTER FOR ADDITIONAL ROOF ' •E 1/\,/ INFO SEE SHEET A8.05 PT 2 X WOOD cc> .____.----„,„, s: 16 COLUMN SECTION - BASE OF TAPERED COLUMN 12 FLASHING AT ROOF/SIDE WALL 8 ROOF RIDGE 4 CLUSTER MAILBOX ELEVATION .. FRAMINGWEATHER , . -i-) A8.04 SCALE: 3"= V-0" A8.04 SCALE: 3"=1'.4)* A8.04 SCALE: 1 1/2"= -0" A8.04 SCALE: 1/2"=11-0" v ---- Ai RESISTIVE BARRIER (-9 , -I -IP , - 0••II •L . La EXTEND ROOFING PAPER . . 0 UP THE SIDE OF THE . I : . i .." METAL FLASHING . .. c.) WALL A MINIMUM OF 6" 10 . at Of '‘‘ SEE PLAN '- 0) • c STEP FLASHING . FIBER CEMENT SIDING p---.7,--/\ - ASPHALT SHINGLE SEE SECTION 16 .. ; Arrli4A11‘111111 ‘ .4." \ SEAL BOTTOM OF ROOFING AQ4 0. ,7 •-• m ..,7' t.'skt‘ 4 03.21.18 Owner Revisions **"---1 ilto.• .."-'L.-40 -va k, \ 0 WRB PER WRB MFR / : '..-/ BAREARIEr DFNASZVETR METAL ..--.. 2 05.23.17 Plan Check Responses 8 ROOFING Atilllilliir - \ 1 ,44144%•' METAL RAKE DRIP -\\\N ' /--- WFLASHING SEAL TO FLASHING FLASHING,LAP . 2 RAIN SCREEN W/ \\:: 1 Oil • - 0 ff' IP - ' INSECT SCREEN AT / , - ' - PER MANUFACTURER'S OVER ROOF 0 VI 1 11 01/ 14 # Date Description (IT) . _ 41 ,..&1401„, FC PANEL OR BOARD , i , REQUIREMENTS UNDERLAYMENT& ' ! it 1 Ar -At A : rl Revisions • / &BATTEN SIDING ' I :::: TRIM FASCIA k> BOARD lif --7 . ;fix t rp e : '''... .•--* ; January 12,2017 ci.. WEATHER k No, METAL FLASHING ;74,4 i ,....---1.., 10 A u••••,mr-4 "...4.0, ,, ir 3 ' ; 3' • -. -7 •7 • . , - 1 X 3 WOOD r.... WITH HEMMED / ii ..: CONCRETE COLUMN BASE Date ' in RESISTANT BARRIER ---'"--2.--"' i'Vl. TRIM -• . • . co , EDGE / 1 . 0 .4 ; -.. .:'.:-, -: -• l; r- / 1 , z I SEE STRUCTURAL / I 1 • - 4 ,- . - .. A. . :: • ...4 ONE PIECE STEP ---------- 51\ I I 2 1 BB,DG,NE - . - . a / II ,• . - • o FLASHING WITH , .. ..,_ THIN BR1CK/STONE VENEER Designed By f:1 INTEGRAL :i 1 O or._ ... .0 DIVERTER-KICKOUT 7..77.771' r--- --, •ii) a . -- .-.'' •.-':• 'z.:.-1! DG,NE,NM - 03 FLASHING , ASPHALT SHINGLE ROOF SHEATHING --; V ..''-s.--:- .4.-""--- 1`:. , -a ROOFING Z.1 -71;2: --' 5. ROOFING UNDERLAYMENT, Drawn By 0 . 2 X 8 WOOD FASCIA -7 .. •. F-I, ,,, :-.-.: •- -J . ., tg NAIL ON FLASHING • ., i ' TURN UP ON WALL 0 • ;.- . ": • o MIN.6"ALL SIDES IlDh. ., %.. .%.% SHEATHING 6"MIN 1/2"RAIN SCREEN VENT , guA .'44* . 4; '.' .A KJ w , :i-----------) -' - / 0 SEE 41A8.05 ill ' Oil W/INSECT SCREEN AT' - -,-. • - - -• . -- Checked By ' z • FC PANEL OR BOARD& - -;,;-,.. ...0- SHEATHING-SEE 1 f 4:: 4 : t :4,4/, •.',.-',; DRIP EDGE ..- - --. --` %%."--.• 7:8-%.1.--;"--, STRUCTURAL BATTEN SIDING ONLY 1 17857 ZS - ....%%..--0' ....4_., i, -Ai__ A ,... ."- -• -• - • A FIBER CEMENT SIDING OVER • Pro'ect umber ALL = RAIN SCREEN OVER WRB 0> FASCIA 44DETAILS , re SIDING,RAINSCREEN OVER GABLE END TRUSS,SEE A ,..-,..= -4-•:' 1 ''.i , A • 0 REVISED 6 AND GUTTER NOT ELEVATION FOR TYPE ..tb__. co ROOFING SHEATHING 0,) SHOWN FOR CLARITY •6" I ' 1'- Ati. • ci . .., .it- Sheet Num.er I 15 DIVERTER/KICK-OUT FLASHING 11 FLASHING AT ROOF END WALL I 7 TYPICAL RAKE 1 TAPERED COLUMN Copyright 2016 0 iZff this drawing is less than 24'x 36", ' 5 A8.04 SCALE: 1 1/2"= 1'-a" A8.04 SCALE: 3"=1'-0" . A8.04 SCALE: 1 1/2"=11-0" . A8.04 SCALE: 1"=V-0" it has reduced.Scale accordingly. LOCATE THE UPPER SHINGLES 3" _ FROM THE CENTER LINE OF THE ONE PIECE METAL = , -, VALLEY FLASHING ON EACH SIDE.THE USE ONLY HOT DIPPED FLASHING AT • • y • LOWER END SHOULD DIVERGE FROM OR STAINLESS STEEL OUTSIDE CORNER * . - - I EACH OTHER 1/8"PER FOOT FASTENERS OVER SHINGLES 6" _ • CO- VALLEY FLASHING WHERE SPECIFIED 6p' -' :• • • VALLEY 30#FELT UNDERLAYMENT WOOD FASCIA r'-" -^ ' • •, _ • .••a, ;-- OVERLAP FLASHING 6" STEP FLASHING BOARD a DOUBLE ROOF " • • • to x ••• • -- - RAFTER IF 6" STARTER COURSE OVERLAP PAPER 12" -- PS�G� , NECESSARY �.••:-• - �v = (INVERTED SHINGLE) " �' 044 t';- �` " '.,'� • ��.f .• •. DRIP EDGE OVERLAP PAPER 2 '� *V 5 = _-_ FLASHING OVER -`► 2"OVERLAP ROOF J, °• GL ``'�, - tak Architects, Inc PAPER AT RAKE #<% ` FOURTH COURSE �� ',,�,, � ,� c. �,.I= �O�� ``^�`�,`` /,, (FULL SHINGLE) IliNiNAIL NEAR TOP EDGE ABOVE /"� !y 808 SW 3rd Ave, Suite 300 IIVAlb-:440441111: PREVIOUS • FLASHING 1 X 3 WOOD I -- 11.- Portland, OR 97204 SECOND COURSE � OVERLAP DRIP -_ i� TRIM WOOD FASCIA ►` /r� Phone 503.287.6825 (CUT OF 5") EDGE FLASHING 6" \ ► IN 0 _ — - ,� j � -'' 1111 Fax 503.415.2304 THIRD COURSE --- �4 q ,\ I�Q (CUT OF 11") ` O ` 11111'11111171114*-1W - \ �, EXTEND FLASHWG 4 UP tot WALL AND 4"ONTO ROOF ■ ------- - / \ _ �"� �� ORAS SPECIFIED BY r ' EXTEND ROOFING PAPER \���,, _ - li& _ ROOFING UP THE SIDE OF THE River Terrace fj MANUFACTURER " • WALLA MINIMUM OF 6 . PLACE NAIL ON FLASHING �.- 11111, , E 00 RAFTER _� WRAP VALLEY BEHIND ROOF E EXTEND ROOFING PAPER (; DRIP EDGE FLASHINGPLACE STEP LEAVE 1 1/2 GAP East UNDER PAPER AT EAVE40.0„T. UP THE SIDE OF THE WALL FLASHING OVER BETWEEN FASCIA • FIRST COURSE(FULL SHINGLE) �� _ A MINIMUM OF 6", r i OVERHANG SHINGLE 5/8" STARTER COURSE OUTSIDE CORNER AND WALL (INVERTED SHINGLE) Condominiums • 20 ROOF AND VALLEY INSTALLATION 12 STEP FLASHING 8 ROOF/ OUTSIDE CORNER 4 ROOF TO WALL A8.05 NOT TO SCALE A8.05 NOT TO SCALE A8.05 NOT TO SCALE A8.05 NOT TO SCALE SW Roy Rogers Rd. Tigard, OR 97223 PENETRATION THROUGH ROOF MUST NOT FALL -•-•-,..,„„Z„,„,,, OVER TRUSSES NAIL HI WEATHER RESISTIV \.----,•,. fFLASHING BARRIER INSTALL ALL ROOF PENETRATIONS l MUST BE MIN.18"FROM ROOF TO WALL X. J ROOF TO WALL WEATHERBOARD THE RIDGE FLASHING t ` ' 6" FLASHING FASHION STARTING -- r-,.. FROM THE BOTTOM >>,t \ ROOF ~�;`�.. ASPHALT # ,, i i -,� SHEATHING 6 ROOFN # 1` i ` `�\\ �`` \ /� ,�/ \$- ` �\.� i SHINGLES ��!` # `��`\ Th \ - \, - _ Polygon \\ VA( k \\ i i i � � WOOD 1 x 3 FLOW I LOW \ Northwest ,, \ i /i TRIM BOARD ,``, �`� M/N �`\ % r 703 Broadway Street, , \\ ,, , . /` WOOD 1X3 // Suite 510 �\ \�\�` \`\ �,`,` lir i TRIM BOARD / Vancouver, WA 98660 `� \\ \\ ` 24"MIN FROM ` `,` ‘k br FLOW LINE 6" �- J WOOD RAKE \, BOARD - '- # - ALL PENETRATIONS TO BE �'`� WOOD RAKE - -4 A MIN OF 18"APART BOARD MEASURED FROM THE EDGE OF THE PROVIDE 2"GAP BETWEEN NAIL ON FLASHING TUCK WRB UP PENETRATION,TO ALLOW ALL TRIM AND ROOFING AND STEP 1 LEAVE 1 1/4"GAP UNDER NAIL ON STEP 2 • FOR PROPER ROOF ALL END CUTS TO BE PRIMED BETWEEN WOOD FLASHING APPLICATION FASCIA AND WALL 15 ROOF PENETRATIONS 11 ROOF SEPARATION 7 SHED ROOF TO WALL A8.05 NOT TO SCALE A$.05 NOT TO SCALE A8.05 NOT TO SCALE GALV.ROOFING NAILS AT NAIL ON �� LOCATIONS INDICATED -�-- FLASHING \\•"`'.----„,„6 „,---\ SECURE DOOR WITH(3)2 INSTALLING SLIDING GLASS DOOR 1-PIECE GALVANIZED 1/2"LONG STAINLESS PAN WALL WALL DOOR PAN, DO NOT PIERCE C HEAD,GASKETED FASTNERS • DRILL PILOT HOLES THROUGH DOOR FLANGE AT BOTTOM ---,..„„ss„.,, FLASHING ACROSS BOTTOM OF DOOR LEFT AND RIGHT CORNERS AND AT CENTER OF DOOR(3 • .,. o ,i ONLY LOCATIONS).3"MINIMUM FROM FRAME CORNERS. ONE PIECE FLASHING AT 6" HORIZONTAL WALL TO INSTALL CONTINUOUS BEADS w INSIDE CORNER OVER �' ROOF FLASHING OVER a ".? . --• - OF SEALANT TO DOOR SILL --..— • SQUIRT SEALANT,COMPATIBLE WITH THE ELASTOMERIC SHINGLES AND OVER CORNER FLASHING WRB,LAP VENT 4 , PRIOR TO SETTING DOOR,PAN , COATING INTO HOLES PRIOR TO INSTALLING FASTENERS. STEPPED FLASHING • FLASHING AND SAMF , _ �' h�, FLASHING TO BE BEDDED IN �� r IIIgIIIIgIIIi FLASHING ANGLE TO RAINSCREEN FURRING AT FC ', 1\ 1, }, 11 csci ,� �i+IgIIII SEALANT • SECURE DOOR WITH MIN 21/2"(LONGER DUE TO PANEL OR BOARD&BATTEN / t,\ , M # .,w � Nlpol , 0 PRESENCE OF GYP BOARD LONG,STAINLESS STEEL,PAN MATCH SLOPE OF , SIDING ONLY R �, # 8111giIN10! �, 0•• HEAD,GASKETED FASTENERS. ROOF i _ 372 THROUGH WALL PTHC \-/NODOOR PAN 1 IIp111111111 ; GALVANIZED SHEET METAL ' ` BRIAN R.FL E(+[ R iti 40 BEHIND SLAB IIIIIgII �� G "" p Ilp� , ,\ SLEEVE q o ....- � \� , ` NAIL MUST BEA SELF-ADHERED MEMBRANEN/s i - • W 18 • n„ /% �� - t \` MINIMUM OF 3"FROM • �` VTLANO,OR ` - 7."'s � --., - \ FRAME EDGE HEAD FLASHING ' FLASHING OVER METAL CONCRETE . -- \ NAIL ON % ,, / SLAB ` FLASHING -6'4- ;/II / 0'`- , PREFINISHED .0111 . , '''-,�0.-•---..„ ROOF METAL I SHEET NG TYPE B, Exterior Details DRILL PILOT . , :- -• - ' -~-.. SEE DETAIL 2/A8.06 / HOLES 3 LOCATIONS -. EXTEND ROOFING / .. e . " ' - USE ONLY HOT DIPPED OR UNDERLAYMENT UP THE / USE ONLY HOT DIPPED ELASTOMERIC COATING STAINLESS STEEL SIDE OF THE WALL A MINIMUM OF 6"(NOT / OR STAINLESS STEEL • • - • FASTENERS SHOWN FOR CLARITY) , 'E FASTENERS ai / 18 FLUSH DOOR AT SLAB 14 SLIDING GLASS DOOR THRESHOLD 6 INSIDE CORNER FLASHING AT ROOF / NOT TO SCALE A8.05 NOT TO SCALE / •A8.05 NOT TO SCALE A8.05 � 74 s t9 / u- / -t w 9"-12"WIDE NAIL ON FLASHING MIN,NAIL FILL GAP BETWEEN JAMB INSTALL CONTINUOUS BEAD OF EXTEND WRB PAPER OVER METAL / '- 1-PIECE GALVANIZED DOOR PAN, AND TRIM WITH SEALANT SEALANT OVER NAIL ON FLASHING TYPE A,SEE HEAD j ON FLASHING MUST EXTEND MIN 6 FLASHING AT HEAD AND OVER FLASHING DETAIL 21A8.06 / DO NOT PIERCE FLASHING { } m BEYOND THE EDGE OF THE TRIM. INSTALL WRB(AT JAMB}PRIOR TO E GALVANIZED ROOFING NAILS OVER CONTINUOUS BEAD OF SEALANT ►1y, METAL WRB OVER / En SETTING DOOR TRIM METAL FLASHING z Ts AT LOCATIONS INDICATED ON DOOR JAMB AND HEAD .'��W,�`► \.. I '..'... ►,,+, �- UP TURNED END DAM / m NAIL ON FLASHING y 12" - - INSTALL CONTINUOUS BEAD OF `+r', 47", ►♦•r, t - -- „, ' OVER A CONTINUOUS SEALANT TO PAN PRIOR TO •�` ��►��*�i♦�+sir, / -•----.4,-. -`- - 4 03.21.18 Owner Revisions $ BEAD OF SEALANT SETTING DOOR ��i� ` 3` '`��'.���''►�♦ h-A! - ` ---. / DECK TO WALL DOOR FRAME ---- / # Date Description � FLASHING �. ,I; ,t' �'r+��, / , Revisions LD tri DOOR JAMB P ,, 4 �~ ��� ♦:` SELF-ADHERED MEMBRANE -a -r ;t ' ' � IIIIIIILloti,, EDGE OF ROUGH - `'-. FLASHING COLLAR JAMBS ; s �' January -�` 12 2017 cL APPLY DECK BASE �,-* - Iiilii�tl�,1 OPENING '�� - ` AND SILL OVER WRB '1 Date ,t t-- COAT PRIOR TO ���� I+nbilifi l y/.;•....yz;.--,�#4•1lli� �' . , >�J , UI NAIL ON FLASHING ��' BB DG NE +re n SETTING DOOR PAN --� /p//�11�;1 �+ (III '•J�',./..f,;:44.• j,�/--I.,•V.,.IUI �'`♦ #�� - - BACKER ROD HEAD, &AND SEALANT 1 +'e !1 11 ,f�oi �� (� N �'�. r `_ / �� 1�11!lulln IIIIIIIII '' -9*`'e%''*: )1!)110' , CONTINUOUS BEAD ` ,��1 --- .., ; 111 ��IIIIIII� �"-���� OF SEALANT ON BOTH -`"'-,,,� EXPANDING FOAM SEALANT 9 y , t /��% IIII�II Q4..;�y 7 " ♦N� \. It / Designed B o DO NOT PLACE SEALANT � 11111 , - �`.; ��+ r ;:- � ulll„iq �I�I� IPS./,. i,. 1/2 JAMB AND TRIM SIDE +�' �� o u HEAD,JAMB&SILL fi °' DG NE NM BEHIND SILL FLANGE ���Il+ol NU"1111!44, IIII��,�illl �' ��-: OF NAIL ON FLASHING 1 �` \ `r, rni ��� +1 I��I ” +; • BLOCKING AS REQUIRED / It LAP DOOR PAN OVER �� lulu, Iplll III (i' 2 TRIM �� j� �; Drawn By DECK TO WALL FLASHING ��%�Illuq'lui � SEALANT ALL AROUND , 0 EXTEND NAIL ON FLASHING 6 %%/ - MIN 1/2"BETWEEN `�� �, ---`i" - t o AT SILL OVER A CONTINUOUS - DOOR PAN AND �"�� �► FILL GAP BETWEEN JAMB # `� -'"-- - RAINSCREEN FURRING AT FC t BEAD OF SEALANT DECK SURFACE 1 ~� `,., - PANEL OR BOARD&BATTEN ' t Z INSTALL CONTINUOUS BEADS OF `^x44 AND TRIM WITH SEALANT 1 INSTALL BUILDING WRB TO SIDING ONLY / t Checked By vs SEALANT TO DOOR SILL PRIOR TO INSTALL NAIL AND FLASHING TO �� SPAN GAP ATTACH TO JAMB SPAN GAP AND ATTACH TO t FINISH FLOOR1 17857 ci SETTING DOOR PAN,EXTEND TO EDGES APPLY WRB WEATHERBOARD JAMB PRIOR TO JAMB TRIM CONTINUE TO APPLY _AN. C'4 OF PAN AND ONE UP WALL,PAN FASHION STARTING FROM INSTALL WRB WEATHERBOARD Pro"ect umber EVV u FLASHING TO BE BEDDED IN SEALANT THE BOTTOM FASHION FROM TOP OF SHEET JAMB(SEE STEP 3) OF NEW STEP 1 ASTEP 2' STEP 3 STEP 4 STEP 5 0 DETAILS `� (ALL DOORS) ■ 0 m _ DOOR INSTALLATION PROCEDURE PORTABLE AC VENT PORT AT FIBER CEMENT SheetNum.1r �; 1? 1 Copyright 2016 0 W i A8.05 NOT TO SCALE A8.05 SCALE: 3"=1'-0" been reduced+Scale accardingly.6;it has 2 X 8 WOOD RAKE 2 X 8 WOOD RAKE PREPAINTED GALVANIZED _ • —• • - METAL DRIP EDGE BLOCKINSTA LLPTUNDERSUPPORT METAL CAP FLASHING • - - • ONE PIECE FLASHING WD ROOF SHEATHING FLASHING AT OUTSIDE CORNER ASPHALT ROOF 2X EAVE BLOCKING METAL CAP __ .. 4. OVER SHINGLE SHINGLES ''''' ‘ ,, ROOF SHEATHING -I r— STEELSE CFASTENERS,URGAEDSWKI GASKET EHFASTENERSD , . _ . - - titbi``-.,40...•-ilni : ••. _! STAINLESSIN ONE PIECE FLASHING /40 ' • I AT OUTSIDE CORNER WALL WALL / PLACE STEPPED 2X EAVE END TRUSS I !tr VERTICAL FACES ONLY ' •,a.• •• - OVER SHINGLES WALL WALL FLASHING OVER BLOCKING ASPHALT ROOF • co . 14,-,0Y.47t1, - • _• . '''‘I. - ,.. ,._.. OUTSIDE CORNER SHINGLES 1 - 8. `41 .., ' = HORIZONTAL WALL TO _ A,S PER ROO _. ; INSTALL 1 PIECE SAMF D -. , i , , •• ----- - _ _ .. ROOF FLASHING UNDER .1, PLACE STEPPED FLASHING ANGLE TO MATCH ..- - . i OVERTOP CAP AND DOWN . _ .•_•,• • = • • CORNER FLASHING 6" FLASHING OVER 1 SLOPE OF ROOF PLAN 1 „ 6" ' -',..,. .,.1...11 0 , BOTH SIDES OF HALF WALL 7 OUTSIDE CORNER jlIl 111111111 " 11111 PT 2 X 6 TOP 6"MINIMUM Otak Architects, Inc FLASHING ANGLE 10 „ _ _-- -- ---_-_-_-------_-___------- CAP FIBER CEMENT SIDING 808 SW 3rd Ave, Suite 300 TO MATCH SLOPE '--• 01, , *--.. ..-' --.. 10'- - OVER RAINSCREEN OF ROOF . ; „ Portland, OR 97204 I : .....- -'.>-"\ VT I! _„....... PLACE FLASHING r-7 •,.. FURRING AT FC PANEL OR - BOARD&BATTEN SIDING Phone 503.287.6825 R /-- P ONLY WITH WRB OVER PT Fax 503A15.2304 , / I'- -: OVER SHINGLES Ake - 11 WOOD SHEATHING ......,_- / I ff, PT 2 X 4 /'49-4 ilq ROOF I ,1P44441Pir FRAMED WALL —,-441 / ' PT 2 X 4 ItA kN' (OSB WALL SHEATHING,TYP.) P , .........._ ROOF ROOF 7' NAIL ON FLASHING UNDER 2X River Terrace EAVE BLOCKING,LEAVE : i UNATTACHED AT BOTTOM 11100. 1 I EXTEND ROOFING PAPER EXTEND ROOFING PAPER . EDGE SO WRB CAN BE ti 11W 0 1 UP THE SIDE OF THE ROOF VALLEYUP THE SIDE OF THE INSTALLED UNDERNEATH. _ , WALL A MINIMUM OF 6" WALL A MINIMUM OF 6" East (NOT SHOWN FOR (NOT SHOWN FOR CLARITY) CLARITY) 20 OUTSIDE ROOF CORNER FLASHING 16 OUTSIDE ROOF CORNER FLASHING AT VALLEY 12 GABLE END DETAIL 4 HALF WALL Condominiums A8.06 NOT TO SCALE A8.06 NOT TO SCALE A8.06 SCALE: 1"=1'-0" A8.06 SCALE: 1 1/2"=11-0" SW Roy Rogers Rd. Tigard, OR 97223 6"TYP 6"TYP NAIL ON FLASHING TYPE A BELLYBAND 1 1/2" - SLOPE TOP MIN. 10 ..,_ MGFLAETTOALSHING Tili.PTTAIEALAL FLASHING2JA BELLYBAND8.06SEE BELLYBAND BEVELTO POF NOTE FOR ALL STYLES: BEHINDMETAL10 DEGREES r ..Y- UP-TURNEDTERNNATEINODNDPAASTTAOTBALE LULSOcEDAATTIOEILERY BEHIND METAL METAL FLASHING SEE NNNN .......„7 -----. NAIL ON FLASHING EXTEND 6"ABOVE FLASHING TO DETAIL 2/A8.06 TYPE A METAL FLASHING SEE FLASHINGBELLEXTEND 6"ABOVE HEAD FLASHING DETAIL 2/A8.06 AND 36YBAND TRIM BELOW,TYP 142.6u WALL BELLYBAND TRIM AND 3"BELOW,TYP 1/2"X 2"X BELLYBAND " co 1/2"X 2"X • DEPTH MINUS 1/4"CEDAR BELLYBAND OR PT FURRING AT 16"OC -' - _____ . • , 1/2"X 2"X : , DEPTH /` OVER NAIL ON FLASHING _ ?- BENT TO tN4 z 3"HOT DIPPED MINUS 1/4" . BELLYBAND • DEPTH MINUS J"--.. WALL WALL tn 5/4 WOOD BELLYBAND ,.,• Z 100 DEGREES GALVANIZED CEDAR OR 2 DECK SCREWS PT FURRING - 1/4"CEDAR 7 . co OR PT — to to INTO FRAMING AT 16"OC 4,''`. FURRING AT / ;r 1.`.1 Polygon _Ai_ 4 PLACES OVER NAIL ... 16"OC OVER BEVEL BOTTOM • . I e•-,j ON .. / ... FLASHING ..... • NAIL ON OF BELLYBAND 10 \-i..', , FLASHING / / DEGREES • j l• Northwest _ , ... ., / .I, BUG SCREEN WHERE REQUIRED 703 Broadway Street, - -. --"q . • co , , , • BELLYBANDS Vancouver, WA 98660 OUTSIDE CORNER . .-,.. . / ".„ -....,,,, / • WINDOWS WRAP AND WRB / „*.-7 l /' • AU_EXTERIOR DOORS • 0 • GARAGE WRAPS 0 •• 5/4 X 4 MIN _.1 • NON VINYL PENETRATION co WOOD RAIL EXTEND WRB OVER BLOCKS u. BLOCK AT WALL — 0 METAL FLASHING -- ___„.„., a 0 FOR FLASHING JOINTS % . ... E- OVERLAP FLASHING 6"AND 0BENT TO I- STEP 1 . . ,- SEAL WITH SEALANT Z 100 DEGREES (-) EXTEND BELLYBAND • METAL TYPE A FLASHING OVER U3 EXTEND BELLYBAND iv) BELLY BAND.SEE DETAIL 2/A8.06 3"HOT DIPPED c:) 6"MIN.AROUND CORNER IF V'MIN.AROUND CORNER IF ... ,,,--- --'-"(---- GALVANIZED DECK 4 LAP WRB OVER BELLYBAND IS TO TERMINATE BELLYBAND IS TO TERMINATE -411111r' ,-.24410111 A r_______ NI, , SCREWS METAL FLASHING WITH RUN ON ONE WALL ONLY WITH RUN ON ONE WALL ONLY 1/2"X 2"X BELLYBAND DEPTH INTO FRAMING STEP 1 -., OC OVER NAIL ON FLASHING 4 PLACES INSTALL 1- ' to PIECE CORNER FLASHING AREA OF USE: FLASHING TYPE B OVER •<: . 411* . d d• WRB WRB . BELLYBAND LAP WRB OVER ., , . COLUMN BASE SHOE N „ - - FLASHING,SET 8,A, METAL FLASHING - .. ... .... • ANYWHERE 1/4"KICK-OUT .. - „. .... <-0 DECK SURFACE , COMPLETELY -„, . -. „. „ WOULD NOT BE IN SEALANT u. / -./ . INSTALL 1-PIECE ///4 .,,,, , - ... , , ,.. ..• ...6 '',. ACCEPTABLE OR AT , BEHIND AND ' 1 ... CORNER WRB WRB / - „ „ - , LOCATIONS WHERE KICK- BELOW ,' 01111111lb .1., FLASHING OVER /' ..--, - ... , , . ... .., . OUT COULD BE DANGEROUS doi 411010 i --...... BELLYBAND / ..„, FOR HOMEOWNERS TRIM OR SIDING,RAIN 11) co • ALSO PLACE 4 glOPF / Ail ... / .. ;1141414kailit . • // 1 iillp FLASHING,SET 14 SCREEN/WRB NOT , . . , 4- SEALANT TO . . , co ,,,...- „ COMPLETELY IN -„, - SHOWN FOR CLARITY , . 4.: 1-PIECE /;111' wirmitill .. . '40,4 ''' SEALANT BEHIND '''`.., ,, 44141..... ir _ .. MINIMUM 2"PAST • - , •.----; „ 7:3 — FLASHING . , (4 1:,--1 V EDGES ALSO PLACE 41110114 ..•_____ .ik --- • . , SEALANT TO SIDING OR TRIM 3720 - , WRB "I I - 401111101"' '1111lith. .77 co 1-PIECE Jill 2" • DISTANCE IVIAY VARY PER DETAILS i I "-- 411.- ,, I, "-- •1111 1 ,011 Z BRIAN R.FLEENER4 ii . 1 --- CORNER (a I i _.- FLASHING Illfr 2 ra Ilp fa. %PORTLAND,OR * • 4/040P1 • 46 : EDGES 1......t_i• BUT NO LESS THAN? TWOI DEE SN DT OP A RF MTA°T EF R I A L ' I --- ,11:11//0„.0 SLIP BUILDING PAPER UP UNDER APPROVED FLASHING OVER 4416 MINIMUM OF 2" OF 0* 41116,44 4---'",-,"---',-,',--- „,--,'./ _____ d',""/,,-'..--'/-•--/-/-; )<-- N''''''V'''' 6EXT”MEINN.DARBOELULNYBD AC-04DRNER HEMMED EDGE .., NmAETILAOLNRAFLA6SHHININGGTOBEExTHINEDND 6. 3/8"BLIND IF BELLYBAND IS TO ABOVE BELLYBAND TRIM AND SEALANT TERMINATE WITH RUN ON 3"BELOW,TYP UNDER BENT TO Exterior Details EXTEND BELLYBAND I ONE WALL ONLY ____________ BUG SCREEN 10 DEGREES 6"MIN.AROUND CORNER IF - 5/4 X 4 MIN / BELLYBAND IS TO TERMINATE / WHERE REQUIRED WOOD TRIM SEE DETAIL 61A8.06 FOR WITH RUN ON ONE WALL ONLY SEE DETAIL 61A8.06 FOR STEP 2 AREA OF USE: FLASHING TYPE C ADDITIONAL BELLYBAND STEP 2 ADDITIONAL BELLYBAND • INSTALL WRB WEATHERBOARD FASHION INFORMATION INFORMATION STARTING FROM THE BOTTOM • WATER TABLES . *E os 18 DECK RAIL AT WALL CORNER 14 BELLYBAND FLASHING - INSIDE CORNER 10 BELLYBAND FLASHING - OUTSIDE CORNER BELLY BAND 2 HEAD FLASHING TYPES O 2 A8.06 SCALE: 3"=1'-O" A8.06 NOT TO SCALE 0 A8.06 NOT TO SCALE A8.06 NOT TO SCALE A8.06 SCALE: 3"=1'-0" i u. . METAL FLASHING tu • 1 X 3 WOOD TRIM ASPHALT SHIINGLE 0 ROOFING OVER 0 2 X 8 RAKE BOARD ROOF SHEATHING co 0) 0 0 SIMPSON A35Z OR • • H2.5Z AT EACH BEAM O 00 5 INSTALLED PER MFR. • co 0 0 0 0 INSTRUCTIONS - ,„ 8 • TOP OF CORBEL AO • Ii\ t # Date Description 4 03.21.18 Owner Revisions — P-3 CHAMFERED PAST 10 'i' X ti FASCIA/ROOF COVER $11, ...-• IT) . 10 10 DEGREES -___ , 9-' Revisions „..... ....----, ir • ix 0 January 12,2017 tl. Date inl'” • co • f r. • BB,DG,NE .-• -a o Designed By = Et_s EASE EDGES co o Drawn By c.) KNEE BRACE PER DRAWINGS KJ o cd - a) Checked By z i to PROVIDE HOT DIPPED IL--- 17857 IS ' GALVANIZED OR STAINLESS rsi Preect Number 4Els! STEEL BRACKETS AND FASTENERS ONLY.PRIME • SHEET ALL FACES BEFORE A • 06ONF INSTALLATIONS co elEW Ill a DETAIL A 2 . Ea0 0 Sheet Num ser ii • 5 WOOD BRACKET AT ROOF CONNECTION Copyright 2016 0 rzA8.06 SCALE: 1 1/2"=1'-0" ff this drawing is less than 24'x 36",it has been reduced.Scale accordingly. to CL • MIN 4 FASTENERS MIN 4 FASTENERS FIBER CEMENT PANEL / PER BAR PER BAR •-• SIDING i I _ RAIN SCREEN + FIBER CEMENT PANEL ' \` / _ -= it tL _ ALL FASCIAS AND BELLYBAND\ SIDING t, " f ABOVE SHOULD SIT 1!2"PROUD ID _ e WRB LAP OVER r ' t t \ t • METAL AND SAMF 111 I OF COLUMN CAPITAL •+ _ FLASHING _�„/M �, RAIN SCREEN ' t+ / •'� SEE 18/A&04&17/A8.07 `t a WRB LAP OVER r i l + - - ___ FOR ADDITIONAL i 1 Z METAL AND SAMF i SEE 18/A8.04 FOR + WOOD TRIM(SEE ELEVATIONS) _ _ _ � ; • ----- INFORMATION + + FLASHING ,",I ADDITIONAL - � SECURED WITH HOT DIPPED OR - - + . •• -•_• + + \ " INFORMATION -,.. STAINLESS STEEL FASTENERS r METAL FLASHING TYPE C r' + \ •• d' SEE 18/A8.04 FOR 7.--'~ t+ / �- ONLY ' PER 2/A8.06 i + I ADDITIONAL / + I \ '"� I ( I Otak Architects, Inc ' SLOPED WOOD CAP -'',1= -� INFORMATION + l + . ,,- I + it _ FLASHING TYPE • WOOD CORNERS 808 SW 3rd Ave, Suite 300 WITH DRIP / + + z \ A FLASHING "'rel.'''. � METAL HEAD % E i \ uEXfEND ER FIBER CEMENT'SMOOTH' Portland, OR 97204 FLASHING TYPE C _ , _ a �. PANEL SIDING SECURE WITH i - Phone 503.287.6825 \ �. GAP BETWEEN PAST COLUMN l FRAMING MEMBERS ON EACH SIDE HOT DIPPED OR STAINLESS L J Fax 503.415.2304 2"MIN! �' SLOPED WOOD i / i AND TOP OF CONCRETE SEE DETAIL STEEL FASTENERS ONLY - NAIL ON FLASHING ./� �� -- -' ( - - - BEHIND WOOD '� \ • GAP WITH DRIP �� __ _ - 2/A8.06) BLOCK AND TRIM \ OVER WRB PT 2 X BLOCKING BEVEL /' r TOP 10 DEGREES \ / I I , ALL EXTERIOR .. LUMBER AND SELF ADHERED di i © / River Terrace PLYWOOD TO BE \ MEMBRANE FLASHING, / t PT POST INSIDE COLUMN PRESSURE-TREATED LAP OVER BOTTOM OF ` 4 - a 7 ' East METAL Z FLASHING 7 WRB MIN 4 � � PT WOOD COL, ' t .t .a . TYPE A PER 2/A8.06. • �` SEE STRUCT // t i/./"�•` WRAP SHEATHING WITH + a 1 Y \ FIBER CEMENT WRB QATEY HYCO BARS THIN BRICK STONE SIDING , i `, �., /a d/moi / INSTALL IN DIRECTION VENEER ,\ \ Q SHOWN Condominiums . .. MORTAR JOINT WHERE \ RAIN SCREEN i ) FIBER CEMENT'SMOOTH' 4 MIXER VALVE STRAP REQUIRED \ PANEL SIDING SECURE WITH � /° / /Q. HOT DIPPED OR STAINLESS A8.07 NOT TO SCALE SW Roy Rogers Rd. MORTAR SETTING BED USE ONLY HOT / STEEL FASTENERS ONLY Tigard, OR 97223 USE ONLY HOT ' \ - STEELDIPPEFASTENERS ASTENEOR IRS SS � WOOD CORNERS DIPPED OR STAINLESS VENTS 1-UPPER&1-LOWER � , , �/ ALL RAILS AND CONNECTIONS ARE TO BE BUILT AND STEEL FASTENERS X • \ PLACE ON NON-EXPOSURE I' { FLASHING TYPE B INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. • - SIDE OF COLUMN THIN BRICK/STONE t.1:\.:,\ t: / - �' --- (SEE DETAIL 2/A8.06) ALL RAILS AND CONNECTIONS ARE TO BE DESIGNED TO VENEER * .4/17/.1 ,, '� - RESIST OSSC REQUIREMENTS. .... ,/ , •: • ALL LUMBER AND MORTAR SETTING BED \\ WOOD TRIM SECURED PLYWOOD TO BE -�`� . . / • • •./ SUPPORT FOOT PER WITH MOT DIPPED OR PRESSURE TREATED AT MORTAR JOINT .�/ • / • MANUFACTURERS SPECIFICATIONS, STAINLESS STEEL /�` COMBED SCRATCH COAT --�` / COLUMN BASE WHERE REQUIRED - • / DO NOT ATTACH FOOT TO DECK �•••-.,.�� �•�/ I. : j FASTENERS ONLY K-LATH:ATTACH WITH 2"X _ WRB LAP OVER METAL FLASHING PREPARE SETTING' . ° CE TO -_ __ �' / 5/8"CROWN MIN STAINLESS / 2 CLEARANCE (MIN) + BED PER VENEER , ,�' STEEL STAPLES AT MAX.6" PT PLYWOOD MANUFACTURER'S '\ f 4 . ELEVATION DECK OR CONCRETE V INTERVAL VERTICALLY ON \ PT POST I� INSTALLATION / STUDS 16"OC �� . \ ' INSTRUCTIONS � / Polygon ______ ._ USE ONLY HOT --.. /.. a . / PT POST ��/ 1 VC� hW�✓S DRAIN BOARD ! , • BULAYERS 60 MIN GRADE'D'ILD NG PAPER OVER WRB STEEL FASTENERS / MIN CLEARANCE / a Q /. -� ---�__. I.. ••. ..-- \ DIPPED OR STAINLESS • AT BASE TO :".\\ / '; ..,./ 703 Broadway Street, • PT 2 X 6 SILL PLATE « " /" ,• PAVEMENT - ► // : RAINSCREEN OVER Z-MAX COLUMN / ? ° ° ° �, / WOOD SHEATHING Vancouver, WA 98660 Suite 510 EXTEND 1"PAST TOP BRACKET /' _ SLOPE f a ' r OF CONCRETE FIBER CEMENT ' .1 ,, WRAPPED WITH WRB ALL PT FRAMING MIN ► ,' ' �_ �1 1 1!2"OFF CONCRETE gj a - SMOOTH PANEL �/ PROVIDE PT FURRING/ INSTALL BUG SCREEN - •a. ' : SIDING iii - ' j ° d FRAMING TO 4"MINIMUM TO FINISHED GRADE :' •' �� ' WEEP SCREED ° {{ + ; FOUNDATION - - - - BASE" . . PT 2 X WOOD '-�� • . a d • a i - ' ...._... ...._..._.-......: , lm. DIMENSION o FASCIA AND SOLID BLOCKING FOUNDATION WEEP SCREED - BUG SCREEN / • PER = }' - - n /� WOOD CORNERS �.,��o REQUIREMENT,NT,MANUFACTURES 2"CLEARANCE AT • V ' USE ONLY --Ti i 1-77.1 !••---` i i ,- +----7 + + +--- =• • d - BASE FOR TRIM TO NOTE:IF COLUMN IS HOT DIPPED OR STAINLESS -- I -- � PAVEMENT STEEL BOLTS AND WASHERS ._ II-Ili, -. + I;-- Ili + 1 , •..:. •• • ' ' . ' POST,ADD AIR VENTS AS ! ___ - , a • • ;'t' ;: ( • PLAN SET IN SEALANT. - it ( I --- I 1 i ( I;, ,I I - :• •�''' .• SHOWN IN BUILT-UP WOOD SEE 16/A8.03 FOR :... COLUMN DETAIL 15/A8.07 ADDITIONAL 19 THIN BRICK VENEER ON FRA ING 15 WOOD COLUMN 11 STONE COLUMN 7 SOLID COLUMN 3 DECK RAIL - INFORMATION : A8.07 SCALE: 3"=1'-0" A8.07 SCALE: 3"=1'-0" A8.07 SCALE: 3"=1'-0" A8.07 SCALE: 3"=1'-0" • A8.07 NOT TO SCALE s* y • INSTALL 1 PIECE INSIDE g. �° CORNER FLASHING WRB : . : 1-PIECE METAL SADDLE • FLASHING OVER WALL SELF ADHERED . ( BASE FLASHING aA 4. ' t MEMBRANE FLASHING •INSTALL 1 PIECE 4" TO SEAL EPLACE DGES 4"x 4"WALL TO DECK ` N t DECK TO WALL FLASHING OUTSIDE CORNER FLASHING,OVERLAP JOINTS i+ PER DETAIL 6/A8.07,BUTT - • • +-- FLASHING WALLWATERPROOF DECK , WALL, WALL WALL MINIMUM 6"AT STRAIGHT SEE STRUCTURAL• )n TO WALL&EXTEND BASE G.'./�` RUNS OF FLASHING FOR RIM AND BLOCKING REQUIRED �.' ! COATING SYSTEM TO �- TOP OF FLASHING t co PLACE SEALANT TO SEAL EDGES ill �,,� _ * t = r4 N + PLACE BEAD OF � =-=- = k Ai•f O .�/��� SEALANT BEFORE WALL IIWALL ,- i - . ++��'M ILII I1111111 /'-- co TA LING INSIDE III '%/�I III ,, _ PT 2 X JOISTS + + .. � Ii VIII �� INSTALLING ( ��,./fj istmiliortiii4i- co / �_ _�I�I ��� �\''������' CORNER FLASHING;\ `„--- iiiiiii�,f., t -if /�I/ �t . III ���. �� I �`�.��� •,, t 1BRIAN R.FLEE IER .',..s._„s.: 1161100.11 - PLACE BEAD OF % :f ISI �� 0.;.`. . >�+ " •• SEALANT BEFORE r lff �` �� n. - INSTALLING OUTSIDE 11111010"- f!//�� ��� \ 1 1 t PLYWOOD DECK SUBSTRATE '� �:i i SEE STRUCTURAL FOR PORTLAND,f R � + CONNECTIONDETAILS OF *CORNER FLASHING �� �Als-t I*,..---'i---.'..+--- - ��- ` �'� �+ 4 4" ��►+,,�I►�.� --�` �'~_ .444/111 PT 2 X LEDGER e,4�::::4+, ,^��� '_ 1 ir'. "-1- PT PLYWOOD FURRING • T + +� `" 1 DECK SHEATHING WRB EXTEND TO ABOVE WOOD SLOPPED WOOD SLOPPED04/%1144 \ _..�i��k - '" ; LAP FLASHING OVER DECK TO ABOVE WALLr . LEDGERI E GHT ATX CAP ' I�i��+`,� -I - 1 1-PIECE INSIDE FLASHING EVERY LAG. " 401, CAP + +' CORNER FLASHING Exterior Details • ir . +� ++� i MINIMUM 3 AND SET • FIBER CEMENT SIDING WOOD SKIRT TRIM WOOD SKIRT TRIM ��• w :::. .+ + 1� "" �� 1 \ IN SEALANT • THIN BRICK/STONE VENEER 4Allib00-4 . THIN BRICK/STONE ► •l �' ���i�+��I� -�T" \ SIDING NOT SHOWN FOR BASE �'' VENEER BASE .+ �4�1►�+�.' ------,r. i- \ - CLARITY ABOVE 'E ► • . - .• �0�++�'►� \---- � DECK TO WALL FLASHING STEP 1 • STEP 1 + , +4�'�i,��+: A-- -- 6 DECK FLASHING - INSIDE CORNER 2 WATERPROOF DECK COATING NOTE: 1-PIECE CORNER FLASHING `3 ��� • • ‘ 4714 ---_ ---11:---7 i A8,07 NOT TO SCALE A8.07 NOT TO SCALE • •••• = LAP WRB OVER• • 3/ . MAY BE INSTALLED OVER FLASHING /r •.• • • `'w,�II�j+ _ • FLASHING "�� r AS SHOWN IN BELLYBAND FLASHING .\ �l DETAILIO/A8.06 ,� • '....4" -71 _- . • u2 ' \,+ k -- PRE-FORMED o . . . ". O.• 1 ! EDGE OF WRAPPED HALF-BOOT ------\` TYPE C FLASHING SEE HEAD + --s A TRIM PIECE#2 \ . ... U � '" �` R4ii� I COLUMN,SEE SECTION A - : m LAP FLASHING OVER �` 1• 2-PIECE o, �4 FLASHING DETAIL 2/A8.06 4,0, FLASHING BOOT +�Q , \\ AROUND COLUMN :. 1 PIECE OUTSIDE WRB WRB ,�/ WRB •WRB ��; ��+fie• l" CORNER FLASHING +++ - OVERLAP TRIM PIECE#2 -� ' \\ tN'T"- ... m MINIMUM 3"AND SET r ~'IN SEALANT ,� • ��� :" MIN.2"OVER TRIM PIECE ~�� '� \� + + ~~� ,r` ,� I ����� • • ' . 40.• +� #1 IN THE DIRECTION OF , '�� `� + POST TO DECK 4 03.21.18 Owner Revisions �,t SEE DETAIL v. i + WATER FLOW 1 011111111111 WRB # Date Description WRAPPED WITH ? `, I�t ,, /41111- �.. `� ..41144-1111110r. ,. a . `\ / .. . T + Revisions �� ( � II}' Ir / , PRE-FORMED HALF-BOOT A8.07 +/ + ���I 1• I � �-(ti �� January 12,2017 ►�- \`�����' �� IAP WRB FLASHING OVEintorR ���. a '`f Al • TRIM PIECE#1 ' 4�O�I'� 1 + Date ir) ",/I/ `\ j i�1..� --BOOT AND DRIP FLASHING: +�1, DRIP FLASHING OVER BOOT 1;--- 44/44.4000., THIN BRICK/ � a �+ �,, �,. EXTEND BASE COAT VERTICALLY ) BB,DG,NE G� STONE VENEER - DECK + AT OUTSIDE CORNER Z ��. �� TO TOP OF FLASHING + 4"tp MORTAR 2.3 .ye" , /,. �� .y -```----.,�, + Designed By •0 LAP FLASHING OVER SETTING BED • t0 )" . 1 PIECE INSIDE 744‘'111‘ o SCRATCH COAT '�. Drawn By U , t CORNER FLASHING + WOOD SLOPPED MINIMUM 3 AND SET ► i METAL LATH-SEE DETAIL 19/A8.07 WRB OVER PT PLYWOOD CAP < 11114 IN SEALANT FOR FASTENING REQUIREMENTS - SHEATHING SEALANT 401111•0•011°H1 ' 3"MIN w ,� EACH SIDE OFAppi KJ Checked B 1 TRIM PIECE#1 ' 3" y ��� t� 1 DRAIN BOARD/RAINSCREEN MIN WOOD SKIRT TRIM s . MATERIAL 17857 N 4410 WOOD SLOPPED (2)LAYERS 60 MINUTE GRADE'D' Project umber NEW *51 THIN BRICK/STONE two" CAP BUILDING PAPER OVER WRB • SECTION A SHEET 10 VENEER BASE All rOF NEW o STEP 2 WOOD SKIRT TRIM STEP 2 DETAILS co 01 OUTSIDE CORNER THIN BRICK/STONE INSIDE CORNER COLUMN FINISHES NOT OR Q 2 VENEER BASE SHOWN FOR CLARITY_ m Sheet Numb 6 17 STONE TRIM FLASHING (WATERTABLE TRIM) 9 BRICK/STONE VENEER INSTALLATION 5 COLUMN AT WATERPROOF DECK COATING SYSTEM Copyright 20160 u' NOT TO SCALE A8.07 NOT TO SCALE A8.07 NOT TO SCALE If this drawing Is less than 24"x 36;x has A8.07 been reduced.scale accordingly. 0 . 0 . . . 0 a . . • • • •• • • •. . ..,•_. ..% • • • I GARAGE GARAGE 2A • `'� ----- SLOPE 118"PER 1'-0" S SLOPE 1/8" PER 1'-0" 10 -0 01 FLOOR01 FLOOR db • 10' 0" . , °- : , - a ;° , T = :-L ■- _ _.' `�, ti; . - - - •• - -FIRST FLOOR TOP SHEATING -__ I• •-- -T' • - - -'•° ' ;••44% - • _, ti' , ` " 4 - FIRST FLOOR TOP SHEATING utak Arcni#acts, Inc f' •- , '.;=• ++- , 1 C -•, e — . A rel — >� ' ` ,' r ♦eeeeeeee4eeeeeeeeeeeeeeeeieeeeeee4eeeeeeeeeeeeeeeeeeeeeeeee6eeeeeeeeeeeeeeeeiieeeeeeee6eeeeee4ieeeeee eeei�i'► 9'- 10 112" 9'- 10 1/2" EXTERIOR FOOTING, 808 SW 3rd Ave, Suite 300 f e••,', SEE STRUCTURAL ---��••"-_, ♦eeeeeeeeeeeeeeeeeeeeeeeee�eeeeeeeeeeeeee. .. eeeeeeeeeeeeeeee♦ Portland, OR 97204 EXTERIOR FOOTING, + '�. , _. BASEMENT TOP PLATE - ; •' — BASEMENT TOP OF PLATE SEE STRUCTURAL - $'-9 3!4" �� .. . - 8' 9 314 Phone 503.415.2304 ° m 1'-4" 1'-4" 1'-4" 1'-4" '► is "� TOP OF CONCRETE " �, TOP OF CONCRETE 1''4" 1'-4" 1'-4" 1'-4" st, ,� STEMWALL \ 1.5' �? �y-•.�^ �� STEMWALL I' • -',' ' t ;-- --,�- 1' \ i r , \ ► \7 \ LINE OF GRADE BEYOND \ \ \\ OPEN - = = 1.5' OPEN OPENo • 6" OFFSET FROM SOIL. N UNE OF GRADE BEYOND N River Terrace - \ \ 1' •4 • . \ `\ / UNTREATED WOOD TO \ . 'd- '_;_ \ \. BE PLACED AT LEAST \ • East ° e, t :• '' �' \ \\ ___ 6"AWAY FROM SOIL LINE \ \. ' • ' , . .., •;°'. • .°'a �? y 6"OFFSET FROM SOIL 26 y • 4; 4 .f . UNTREATED WOOD TO Cdonominiums t . - • •a \ v BE PLACED AT LEAST _ ° - • - \ N 6"AWAY FROM SOIL - , ; • -• _ • , N OPEN ° . `, ,� SW Roy Rogers Rd. STEPPED FOOTING, • ,°..�; ,, - • °' 4 fr...... .. .. ..:s \ \ N .► • ) a • '•1 `� _ °• 14 +�+A :�� Tigard, OR 97223 SEE STRUCTURAL 11S5.1 • t' ,'° a- „.�°° • ••.�_• -•;�•'�: \.` in .` '► i - , • - + ••- ••- �� '.:, •,• • N .:, :4• • ;� CONCRETE PONY `' %�` :' :.,: : ' \` - CONCRETE PONY WALL N WALL STEPPED FOOTING. a'., z \ , a. �� AT STORAGE '.. • , - • - 4 1 _ •° ;`.•:'a .'_t= ``\ (V • tit •SEE STRUCTURAL 1155.1 b..� '.g •• 'e .;` ` _\� ` .: � iv • �� ;e ' ,"`,� _•• •'• ,••--' :L': _ -'1 • • BASEMENT TOP OF SLAB AD - - - ,„ + ;. ° BASEMENT TOP OF SLAAB • , r.•- - SEE PLAN Polygon , , � Northwest • 703 Broadway Street, SEE PLAN •` Suite 510 Vancouver, WA 98660 3 CRAWLSPACE SHEAR WALL 'C' 1 CRAWLSPACE SHEAR WALL 'A' A8.08 SCALE: 1/2"= 1-0" A8.08 SCALE: 1/2"= 11-0" • 0 GARAGE N c\JSLOPE 1/8" PER 1'-0" 01 FLOOR ch _ 10'-0" .-- ' , :— y_ _ "- - a,--r—a 4 --i. _. — - a- . , s.' n T ,- -.. ' ..-t' --1 .,—•a _ t i - a -_= fRST FLOOR TOPSHEATING e. . Q eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee, 9'- 10112" 4 1 <NJEXTERIOR FOOTING, o SEE STRUCTURAL • ,�� 8 -9 314" 37� .1• BASEMENT4TOP OF PLATE Q7 CI ;"MI , __ + EV - n - e- - " �J" 2 - • •- — TOP OF CONC. 1' 4 1' 4" 1 4" ' h I ,, 1' a BRIANR. FLEENER w _ _ - STEMWALL • ./ ` _ F r - - 0 IAiO,UR a I - - — - • I \. 1 1 112" LETTERING LINE of GRADE BEYOND \�\ : --- 1" LETTERING, UNO 4 0, \ Ns\ '\\' , I • OPEN � OPEN N • , : 2 x WOOD FRAMING MAY BE USED . . • --v---- --,- _ ,.------- _ IN LIEU OF METAL FRAMING- I MAINTAIN HEAD CLEARANCE ' 9 ile:O• , - 1-HR RATED ,, 10115/128" , I I • CEILING REFER TO PLAN AND COORDINATE W/MECI- . • ' ASSEMBLY - \' PROVIDE SOLID BLOCKING AT / /- 1 1/8"PLYWOOD FLEXIBLE I I A l • ri Aii**41.1-4-' -.-, 111:!. ----:-7= -(D 4V.41A,':•-i-, ,,;•-".• ,.• AT TREADS NOTE WATER • I , , 0, =- -A, As • SOFFIT FRAMING,TYP CAULKING AND RELATED MATERIALS SPECIFIED IN UL • CONNECTIONS I I 1/4"X 3"LAG OR .., -I' . ' SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE 1 EXPANSION BOLTS 0 z -de,,, ,--- 1/2"PLYWOOD TYP I I s•.-----_ _----/ (OR APPROVED I 0 o REQUIREED FIRE RATING. . _ •• --_,,_ , _= - ea P SEE AT RISERS I EQUAL) •--•,,•,•.• - - :11 I I 0 . w 0 LU I•Ll SECTION * UL SYSTEM NO WL1001 AT METALLIC PIPE 0 • • •-• • . • u) . . , w (0 OR CONDUIT CONDITIONS I I If STRUCTURAL ----____---/ , 3/4"X 24 GA. 0 tak Architects, Inc z 1 1 .,.-> WALL MEMBER ROUGH OPENING= PLUMBERS I I . 1 5 V I 1 : ' N , _ . . . * UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR • • #.- DOOR SIZE+3/4" TAPE(OR 808 SW 3rd Ave, Suite 300 a. . A I . 1 . CONDUIT CONDITIONS „g 4"X4"BUTT HINGE WELD APPROVED 0 V Portland, OR 97204 LLI . • : ' • V) ;:, 1 ‘I k- r . \ • PIPE RISER TO DOOR AND FRAME EQUAL) ,,,- I I I -- Phone 503.287.6825 STRUCTURAL ..,1 I .2304 - MECHANICAL • __ . I (......- .„ --1-1- „ "X1"A 1/8"STEEL WALL DUCTS,SEE . ANGLE DOOR STOP • / -- Fax 503A15 I • I I /4itIETAL / I„_ _ „,, , .. • . BLOCKING • . - . STRINGERS,SEE . ...-----.........--- x No -7 ----__ ...- . .. 518"GYP BD ON 7/81'METAL HAT • AT SOFFIT ,‹-> (--",- • <..> _..." . . . , - STRUCTURAL • • 1,450 I I - .... CHANNELS AND 21/2"METAL STUDS ' FRAMING , ' -- • BOTTOM SUSPENDED FROM - ,, ''',:- (2)LAYERS 5/8"TYPE '‘• III I :- ':.-•:.f-: --47-1';‘ ,. ': .„,:,•i" :, . „, .-:. , '.',:\ .- -, sy -- ,:,\:, •,‘: -1-1 -- River Terrace . .. , ..._ ._ . .. CEILING AND WALL FRAMING ' • . • - . . . "X"GYPSUM BOARD AT III* FIN FLR . UNDERSIDE OF STAIR ___ ,.., NOTE: e SEE ' AND LANDINGS,TYP SEE PLAN 1--- 2"X2*X 3/16"STEEL 4 ‘ Z;r* "Cl. • -- SEE PLAN DISTANCE FILL SPACE BETWEEN WALL East ANGLE FRAME ... 1FROM AND WATER HEATER WITH ... WALL 2X BLOCKING WITH iniums CUSHIONED FACE • .• 20 SOFFIT AT MECH DUCTVVORK 16 INTERIOR STAIR RISER , 12 PLUMBING PENETRATIONS AT 2-HR WALLS 8 WALL ACCESS PANEL DETAIL 4 WATER HEATER STRAPPING Condom . . . A8.11 SCALE: 1 1/2"=1'-O" A8.11 SCALE: 1 1/2"=V-0" A8.11 SCALE: 1 1/2"=1=0" A8.11 SCALE: 1 1/2"=1=0" A8.11 SCALE: 1"=1=0" SW Roy Rogers Rd. ... - Tigard, OR 97223 • . ..... A .- . T X -• X IL . .NOTE :', • --' SEE PLAN - -1 ' - ''i CAULKING AND RELATED MATERIALS SPECIFIED IN UL .„ i'4--: 1 NAILER AS REQUIRED SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE ROOF/CEILING • 0 1/2"PLYWOOD 1 1/2"DIA CONTINUOUS z 1... --:,. REQUIREED FIRE RATING. FRAMING SEE n < INSULATION BEDROOM .- • CLOSET I - --I -,' STAIN GRADE WOOD s , :,. • -,; HANDRAIL WITH METAL STRUCTURAL --.„....„....... a BAFFLE,TYP •:, 0, 1.- , _;:W._ SEMI-RECESSED FIRE /e1 1/2" SUPPORT BRACKET AT * UL SYSTEM NO WL1001 AT METALLIC PIPE „, „gc tv , , DOUBLE 2 x UNLESS •" '1".- :='; EXTINGUISHER 1 CLR' . 6=0"OC MAXIMUM OR CONDUIT CONDITIONS . - • .i NOTED OTHERWISE ON -. ... W . -,'! '-'• CABINET-INSTALL , __ i 74 z 1 x 3 TRIM,PAINT -• I „ 4_ -'. PER I : ,,, L„, ,,. . •. * UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR -%%---- , I-- < fr - , . STRUCTURAL Polygon ,...,: ,; ._.;, MANUFACTURER'S " .: .i.,,,- a. CONDUIT CONDITIONS I z 3 < I . . 0 ' DRAWINGS .. ..- m , ,H .41110 7.7•••=; 1- • . ';•,' •:f-a INSTRUCTIONS 2 X 4 BLOCKING FOR • -- PIPE RISER " : I ri I ' ,-• '-, 14 ,0 ,.:, 0 N Northwest ".. • . .c) HANDRAIL SUPPORT - ,,, , , -. , BIFOLD DOOR TRACK 6 / N\N\ , ,, • ,- : .,. . Fu. BRACKET 7,•-• e D ,:-, :14 • ,q i . Z ' -_-_,• . Lii 2 ' - .H1610....„'.!, ATTACHMENT,TYP ----__:1,.. •• (7) 703 Broadway Street, > .:( -,- .„J '',!::`,U I . rl 4 47..„, 1..1_ ,..--A::;,,,..-.. •,.",, . -,.....4.:L.:-.; o .0 , . . ,..- Suite 510 ,''.1 WRAP FRAMED ,--', • .1-- ,':'\•:1-------..„ - ,., ._. - z L.: ' " L._ 'Z ' -_,..--- ." - ' " " " • " L. • ' Li_.: ___ .... 'id vc___N_ L I . •,:-1 ., OPENING VII 5/8" -,,,,; , ,.! ,‘.... tii .NI ni .1.r. "' ''" " • y .'"IIIL 4110"• _/ .4." ,4r-A" - - - - (2)2 X 4 BLKG - - L . ' N Vancouver, WA 98660 I ITYPE'X'GYPSUM ,. _, , , .. ••••.„ •, -41) -,.'•, ,_,-1 /, i BOARD TO MAINTAIN , -.,,l- • -:1‘, 0> . • <-> X \-...-1 <>, AT EACH END -... ""--- GYP BD©JAMB BEYOND ...... . VERIFY L,,, 4':.:I 1 HOUR ASSEMBLY ,- , ,_ , _.,-;.,, ,• - C. 20"X 30" 1-HOUR .... r WITH MFR I s'i-km._ ,,;:,i SEE SECTION .-... , . I ___. 1 , ', 1,,,; INSULATION !,„ .7 ., , E.) ' 111111 B1FOLD DOOR .7 .-. ••• • .. - . MANUFACTURERED V I. ACCESS HATCH , BEDROOM CLOSET .. . L_ _ J •:- a: li 0 SEE PLAN 0 • . . SEE PLAN -%: TOP OF FEC TO BE '* . :-,1/ i° \ i'Yi 41-6"ABOVE ' 00 FINISHED FLOOR 19 SEMI-RECESSED FRE EXTINGUISHER CABINET 16 INTERIOR STAIR HANDRAIL 11 PLUMBING PENETRATIONS AT 1-HR WALLS 7 RATED ATTIC ACCESS HATCH 3 INTERIOR BIFOLD DOOR HEAD . A8.11 SCALE: 3"=1'o" A8.11 SCALE: 3"=V-0" A8.11 SCALE: 1 1/2"=1=0" 0 A8.11 SCALE: 1"=V-011 0 A8.11 SCALE: 3"=V-0" 0 . • . 26 GA METAL DUCT-FIRE • • 0 3/4"MIN WOOD CAULK PENETRATION AT SHEATHING UNDER TUB FIRE PROTECTED/ 1-HR PROTECTTyp TENTED GYPSUM BOX, NDDOsN, - WR 5/8"TYPE'X'GYP BD -----,-; - T JOTSIX;:LP: SEE MECHANICAL,TYP ,. - .• TUB/SHOWER O ENCLOSURE AROUND TUB AT RATED WALL ONLY,TYP ' - 7'‘ ' , 4 . ' ---- ,-. ' • 2(2x)LABLY0EcRKSIN5G/8A" ON 2 X FLAT FURRING AT FLOOR AND ON SIDES OF FLOOR JOISTS SEE SECTION '- :. ., ,. SEE PLAN _ • (mm \ , OUTLET BOX,TYP ._ •' ' FILL VOID BETWEEN DRAI's:IN -,,_ 2-HR WALL, ' • BEDROOM .,., CLOSET • .: PIPE PER UL SYSTEM NO. ,•,„ SEE PLAN ., ; -,-, .-. - 00 F-C-2204 \v : *r 0'if''''-i - -- - - •'' - (\ " - - - - - - - .7 ' 1 . DOUBLE 2X UNLESS :'-, , •, 4 * * . '. • g 3/4"PLYWOOD OR APPROVED ..,* OTHERWISE NOTED ON - • 1/1_, • : i SEE SECTION 177 NONCOMBUSTABLE •1 V77. -11 rl\---5 - - - . : -r STRUCTURAL DRAWINGS y• :;:, 4 ik, Iripr- . . g 5/8"GYPSUM BOARD . . FIRE STOP AROUND OZ co PATCH PER UL - = ., co . ...- 0 • . ALL MEMBRANE Ir , n g 4 r -- -- 1 ' ''. .. _ .. , 3720 "• SYSTEM NO. F-C-2204 t,. . <.> <-> & BRIAN R.FLEENER4 BYPASS DOOR TRACK il , , )( PENETRATION,TYP - ' m < , ,_ ... . .: 0 % ,. •=--(:.1.7z.......„........- It•-•„-.f„,..7;4:.- -: ‘1.--:.;i --1-1"- ---"'" ''IX"- ''''''=" f> • )( X X g 1,- -, • •• , • 1 , . .. :. -. •0 • f/a.//7 • o P-TRAP AT z co i ; 1/4" .,‘,..,*011! . • 2 -1 VIAND,OR LOCATION SEE PLAN • . _ , z r'' iii • 0 V: CV , , . r-- _ ,. • _ --1 1 x 3 PAINTED TRIM - • IMPIPIPP, ri"PrrPrit 11"1"WrIP ,?SZ , . : SOLID STUD FOR NAILING AT WALL INTERSECTION . . . -, 0 i I ,, . 1 x 1 PAINTED TRIM SEE PLAN . . . TYPE'X'GYP BD . •___ _....m., - • r EXTEND(2)LAYERS OF 5/Er TYPE'X'GYP BD PAST 1/2.x 3"NAILER BLOCKING AT FLOOR 1 _......,....;„,,• BYPASS DooRs Interior Details ••O TYPICAL FLOOR JOISTS, CONTINUOUS BEHIND '' RESILIENT CHANNELS TO GYP FRAMING AROUND FAN, 1 .. I O SEE STRUCT :.2K' STUD AT INTERSECTING I I BD CEILING,TYP ALL SIDES TYP GYP BD JAMB-TYP PARTITION . , • , ......i_1FL._ -- BAY FIRE CAULK AROUND FAN, /c TYP ELETRICAUMEMBRA.NE :•"- S. 18 PLUMBING TRAP AT TUB ENCLOSURE 14 2-HR WALL INTERSECTION io PENETRATION AT 2-HR WALL 6 FRE WRAPPED JOIST BAY AT BATH FAN 2 INTERIOR BYPASS DOOR HEAD ' A8.11 SCALE: 1"=1=0" A8.11 SCALE: 1 1/2"=v-o* A8.11 SCALE: 1 1/2.=1.-0- A8.11 SCALE: 1 1/2"=1=0" . A8.11 SCALE: 3"=1=0 : ;. .. i- 0 0 -• o LL 0 0 • . • w :• .. 0 . ... 0 LC- ------L-A[ .,,. . ... _ . .,„ .,„ .. , ... ,_ , _. ,_ ..,„_ . •.„. „_, ,„„„,,_ „ .. . , .,,, 0., i\I .• ---• - 1-HR ENCLOSURE:(2)LAYERS 5/8"TYPE EXTENDATTIC 2:- . .-; '10 ." "------- FINISH SURFACE N _ , , 'X'GYP BD W/FLAT 2 x 4 FRAMING AT INSULATION OVER . ii 7- --1 , TOP AND ALL SIDES ENCLOSURE a SEE PLAN ,•0000 S • - , .::_____-- TUB/SHOWER . ., . . .. . ,, ., ... „ .. , ,, . . .., _, . ..„ .. .._ _ . , ,_ . . • _. _ ,_ ... A I .. t ;-:','------7 OUTLET BOX,TYP . JAMB SIMILAR-SEE # Date Description • 4) SEE , ,. 0 0 0 0 - -ig - -,_ :2,,:--------- Revisions •.- Iii SEE 18/A8.11 FOR • . SEE PLAN ' 1-HR PLAN „ . . f ," ',,- - _O_ .....7,. -• HEADER SIZE January 12,2017 , O it INFORMATION AT , ,. , : APPROVED 7)..„ .-: / i V -. z ,:• e--,...- FACE OF FINISH AT , d. . THIS LOCATION - ' WALL : , . NONCOMBUSTABLE / FIRE STOP AROUND . . D ------7"- NY ---/-. ' ---- ',-/- PERPENDICULAR Date c:) - , • TYPE'X'GYPSUM BOARD ALL MEMBRANE 6 ) /----\ /----. r--- \_..../ : ---\ (---\ /----, / 0: ----...•- --_-=---7- JAMB CONDITION 0 . r-. . CONTINUOUS AT PENETRATION,TYP P 'A BB,DG,NE , i , _ INTERSECTION OF .. •?: 12 ., : . - , . A -...-'.. ..' „ 4G\ 1 x 3 DOOR Designed By I! , TYPE'X'GYP BD AT ' .. - , RATED WALL AND NON- . i- n < - 0. - , . • • ._ CASING,PAINT O o „...Th RATED WALLS TO BE , . b 1.1.1 )(2.: r- - - - -I :::\/ ,> ; RATED WALL ' DG,NE,NM Ca :,.ce ` CONTINUOUS BEHIND • - SEE PLAN : • , • , u) NI N :' I I ',A Drawn By " re \\.. . TUB/SHOWER . : 0 , ift i , ENCLOSURE := ' , ----, .,,:2‘ _- . , , • •••.• o ' 1 / I DOOR CASING,PAINT KJ • . ID' ,,,,,,.. ..„..„,„•- PROVIDE 3/4"PLYWD SEE PLAN - s 1 N . Checked By . z UNDERLAYMENT : • -••••••.- - . _Ash- • _/. s.i.f., , ...-1,t -. . - - - I • - - - INTERIOR DOOR, , . ' NON-RATED . LI- SEE DOOR 17857 LS 1 7 .: UNDER TUB FOR 1-HR RATED,DOUBLE LAYER WALL • : --- ---1/L-- II 2x-CONTEIN.U.O-U'S. - ' ' ' LL7C-- ":---- - -----" ----- """: . ' - . - ' - S'EE SECTION . SCHEDULE Project Number BLOCKING @ ROOF ft < WOOD FLOOR/ ar> 000.0 CEILING ASSEMBLY FRAMING MEMBER,TYP - re 8 I i - FIRE CAULK AROUND EXTEND ENCLOSURE GYP co BD TO CEILING GYP BD, co RECESSED FIXTURE,TYP A8 • I 1 n ELETRICAUMEMBRANE TYP ALL SIDES - 41 . Sheet Number ii . 17 RATED WALL & FLOOR AT TUB ENCLOSURE 13 i-HR WALL INTERSECTION 9 PENETRATION AT 1-HR WALL . 5 RATED RECESSED LIGHT FIXTURE , 1 TYP INTERIOR DOOR HEAD (JAMB SIM) Copyright 2016 0 ir- SCALE: 1 1/2"= 1=0" SCALE: 1 vr r.1=0" SCALE: 1 1/2"=1=0" SCALE: 3"=1=0" If this drawing Is less than 24"x 36",N has A8.11 SCALE: 1 1/2"= 1=0" A8.11 A8.11 A8.11 A8.11 . been reduced.Scale accordingly. a) . re . • . 0 �— 2 X 6 FRAMING O ,� PRE-FINISHED IX :, % . PER STRUCT L I 1 PLAM SIDE AND BACKSPLASH, • PREENGINEERED WOOD J 0 " CORRIDOR ' SEE JOIST-SEE STRUCTURAL — NOTE: z r- 1 1/2"x 1 1/2 STEEL N , P GYP BD SHEATHING @ JOIST GARAGE DOOR TYP(UNO) DETAIL IS INTENDED FOR a HORIZONTAL.RAIL i SPACE CODE REQUIREMENTS AND i PRE-FINISHED SEE '/„ GARAGE DOOR METAL SUPPORT PLAM COUNTERTOP AND PERFORATED ANGLE FASTENED TO FRONT • EDGE-TYP :P. • DESIGN INTENT, EXACT Cl) -'` VERTICAL METAL RAIL SECTION - , I li • • DESIGN AND CALCULATIONS co MID-SPAN INSTALLATION ANGLE f __ ' CEILING ANGLE PER I ' .* `"• : •• TO BE INCLUDED IN J PRE-FINISHED STAIR FASTENED TO J�L"� MANUFACTURER'S DEFFERED SUBMITTAL SHOP 3/4"SQUARE STEEL BAR PREENGINEERED �� REQUIREMENTS WITH ' ' "....g/ . DRAWINGS SEE STRUCTURALX WOOD JOISTS OR -�,, • �i • ( MANUFACTURE'S •• ••• OPENINGS PICKETS, ';� \ X VIBRATION ISOLATION BLOCKING PER S \ NOTED ON INTERIOR PIPES AS �� w I BETWEEN - - "' `� IncKIT OPTION Otak Architects, I u- PICKETS TO BE LESS � _ MANUFACTURES � _ ELEVATIONS a THAN 4" TYP ' ° I*+' REQUIREMENTS ZN1LI '•' ra /r._._r._....�r....,._, :.,_., f I J •zr ��� UTILITY PLENUM 2"X 2"X 1/8"X 1'-8"LONG 808 SW 3rd Ave, Suite 300 ',>•- . El _ 2X WOOD FRAMING �, BRACKETS AT 3'-0"OC MAX(TO Portland, OR 97204 PRE-FINISHED 1 112"x 1 112"STEEL w J S N <-.> ii Q NEXT BRACKET OR WALL z HORIZONTAL RAIL kk , CLEAT)SCREWED TO STUDS IN Phone 503.287.6825 ° WALL AND UNDERSIDE OF FaX 503.415.2304 EDGE ALIGNED WITH o COUNTER-(3)SCREWS PER CARPET& / GARAGE DOOR OPENER o o LEG PAD `v i 1X4"WOOD TRIM PAINT TO ': -k v� MATCH LANDING EDGE - r. - UNIT WALL CORNER o w f SEE CEILING PLAN METAL SUPPORT ANGLE o v [ \ FASTENED TO GARAGE o C" ins AT LOCATIONS OF REMOVABLE CAB-J '1/4 FASTEN RAILING TO FACE DOOR OPENER PER c •- % OF BEAM PER MFR o o .. 0 0 0 0� GARAGE DOOR INET BACKN BOXIPR OR TO INSNETS, SLOT TALLATION OF ■ __ 11 . J IT GYP BOARD SOFFIT REQUIREMENTS WITH OPENER BRACKETS FOR SUPPORT IL RECOMMENDATIONS x '' ' UNIT ENTRY BRACKETS IN ORDER THAT River Terrace ��. STAIR LANDING BEAM AND ,j G MANUFACTURE'S r�I� JOIST SEE STRUCTURAL VIBRATION ISOLATION KIT I CABINET MAY BE REMOVABLE , , , _ .l -If CORRIDOR OPTION IN THE FUTURE 11 1/2"GYPSUM BOARD ON 2X GYP BOARD CEILING '� 1► . East I� BLOCKING RUN GYP PAST SEEAEN @ CORRIDOR I VERTICAL RAILING -� t - 2XWOOD NAILER @2'-0"O.0 Condominiums 20 METAL GAURDRAIL AT INTERIOR STAIR LANDING 16 2HR WALL CONNECTION AT STAIR /CORRIDOR 12 UNIT ENTRY SOFFIT 8 GARAGE DOOR OPENER SECTION 4 COUNTER AT REMOVABLE CABINET A8.12 SCALE: 1"= 1'-0" A8.12 SCALE: 1 112" = 1'-0" A$.12 SCALE: 1 1/2"= 1'-0" A8.12 SCALE: 1"= l'-0" A8.12 SCALE: 1"= 1'-0" SW Roy Rogers Rd. Tigard, OR 97223 ` PLYWOOD JOINT V 1/8"STEEL PLATE ., SEE WELDED ON GATE GARAGE DOOR I - MELAMINE SHELF , 1'-2" ` T PLYWOOD SHEATHING UNIT �- PLAN HANDRAIL OVERHEAD I \ / W/FACTORY 1'-0" 1 112 DEA STEEL TRACKS - _ _ : T _ EDGE AT FRONT ��� SEE STRUCTURAL <. PIPE, PRE-FINISHED 1/8"STEEL,ANGLE GARAGE DOOR - N / - - EDGE ,. � 16" SEE TO MATCH RAILS STOP MOUNTED TO IN OPEN � I \ / 2X4 STUD O.0 ; : \ / iI SECTION WALL POSITION -- J, '• ' *..1144p. 2X4 BLOCKING SPRING HINGES TO --� -� SOLID WOOD MEMBER, KEEP GATE !N METAL T \ •� BETWEEN STUDS TOP :*,t._� �C 3"MAX 3"MAX., \ / co CLOSED POSITION SUPPORT \' ''!' Pp AND BOTTOM OF ,- SEE STRUCTURAL ANGLES —' L1 — - _ - z , MOUNTED ON 1/8" •�!,:::„{_______„,...- .•� OPENING / f STE=EL PLATE - FASTENED TO � - FRAMED VENTILATION • MOUNTED TO WALL FLOOR JOISTS / \\ , �� Polygon all 1"-- • OPENING TO BE OR BLOCKING - - LOCATED MID-SPAN OF '+ STAIR � - _ � _ - _ �_ _ `= _ _� _ _ _ _ � _ - - cin CLOSED PER MFR / \ w • Northwest / \ I v 1"DIA.WOOD ROD ; PLYWOOD SHEATHING REQUIRE- v ,, 1X WOOD STRIPPING AT ; : _i MENTS _ W / \ - _ _ a¢ 703 Broadway Street, EDGES ttiP �. \ T •�, ;{ ��. f JOISTS ABOVE / �� 1 \ a ROD SUPPORT BRACKET Suite 510 -------T-A------* �� ' �, CEILING -- - - - y o WHERE REQUIRED P.:. Vancouver, WA 98660 j ` �� DASHED SEE• =_ _ _ - - - • — STRUCTURAL -- 8 < lx MDF CLEAT, PAINT �I r o / A8.12 Q • _ ' / r SEE N z // DOOR PROVIDE INTERMEDIATE SHELF PLAN OPENER ¢ SUPPORTS WHERE REQUIRED l'_+ ' r _Z.-- I O ' / co -- - - L _ o GYP BD, PAINT �� ----------d. ELEVATION PLAN - 19 VENT BLOCKOUT FRAMING DETAIL 15 2HR WALL CONNECTION AT STAIR JOIST 10 EXIT DISCHARGE GATE 7 GARAGE DOOR & OPENER REFL CEILING PLAN 3 CLOSET SHELF/ROD A8.12 SCALE: 1/2"= 1,-0" A8.12 SCALE: 1 1/2"= l'-0" A8,12 SCALE: 1/2"= 1'-0" A8.12 SCALE: 3/8"= 1'-0" A8.12 SCALE: 3" = 1'-0" TYPE A LAUNDRY EQUIPMENT SEE y VARIES TO CONTROLSr ECTION �1 SEE PLAN O - _ . $ . ---. . .- • --i I e - ` - - d'• 4-- { V, '��. d i INSTALL i g PEDESTAL AS z / 3/4" MELAMINE SHELVING Jw WITH FACTORY EDGE AT a NECESSARY TO 2 0 FRONT EDGE c"� ACHIEVE 15" co 0 m '• h , MINIMUM TO BO vt • O ,T,-J w b M FRONT-LOADING WASHER/DRYER ttrP071 rPiPtiPttt ttt 6 W145 EGRI=ANGLE CUT ATR "' ,•- f,� b FRONT EDGE,TYP - " 720 - TYPE ArTYPE B WATER CLOSET TYPE B WATER CLOSET(ALTERNATIVES) ,, "., .1,.-;• -- 1 - .' '- -.' ""''' `"' ____.._..._ _11 -' - $ j .FLEENER "3 ° NOTE: GRAB BARS SHOWN FOR NOTE: PERMITTED WHERE LAV NOTE: GRAB BARS SHOWN FOR I" - 1 ,iZ.1T a. REFERENCE ONLY, ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY, ONLY BLOCKING ,, PORTLAND, OR REQ'D REQ'D �: 40"CLR •r o1" , : TO ACCOMMODATE r- OF 0 FIXTURE MOUNTING 36"MIN ,r. 54"MIN I c_ f 24"MIN '• '� , ' 12" 42"MIN 12" 24" MINS 18"CLR �, 18"CLR d„ 15 314" 12" - _�r 12" 1. 24" IN MIN 15314" 15314" � L MIN '• FINz7 8CL2#� Interior Details I MIN rr m EXHAUST DUCT / r -11 �) t - f- -: i. E J BATHROOM EXHAUST FAN L J L- J L-' J L J ' 1 • I I J '- 1 [ ifj i I y I # , 2x SOFFIT FRAMING ,, ., gI L i ZO t .-=-..-i i L.4 = 71 J FLUSH --I cth co "' Lji in M ' FLUSH 1' `,' FLUSH 6 SOFFIT AT BATHROOM CEILING FAN 2 UNIT SHELVING - FLUSH a - M ., �� V rMi LEVER ON co LEVER ON m co r, LEVER ON j `' M LEVER ONV i SCALE: 1 1/2"= 1'-0" SCALE: 314"= 1'-0" 2 WIDE SIDE w WIDE SIDE I w WIDE sIPE I WIDE SIDE A8.12 A8.12 co• rn O OF WCIII OF WC OF WC11111 OF WC W STD WATER REAR GRAB BAR REAR GRAB BAR(ALT) SIDE GRAB BAR SIDE GRAB BAR SWING-UP GRAB BARS REAR&SWING-UP GRAB BAR ❑ CLOSET(WC) ONLY) (ALTONLY) U (ALT-TYPE B ONLY) (ALT-TYPE B -TYPE B a m r TYPE A ACCESSIBLE BATHTUB TYPE B BATHTUB ;f SEE PLAN• PLAM COUNT/=RTOP, 11 7/8" f- cm SIDESPLASH,AND BACKSPLASH,TYP ,� - m MAX-- BARS SHOWN S// A --.1. ,,-,.;,r'. - -_, r „_ �� .` cn - ' NOTE: GRAB NOTE: GRABlir ^ �`� BARS SHOWN "MAX iii INSTALL ELECTRICAL 2 FOR 4" MAX- - FOR -,1 m OUTLET OR SWITCH # Dake Description I- REFERENCE REFERENCE �, 24" MAX 24"MIN �� max- L BOX HORIZONTALLY p i ONLY, ONLY ONLY, ONLY MAX 1 - Revisions ix BLOCKING 14 * WI I 24"MIN BLOCKING /4 `‘- I REQ'D 1 REQ'D s � - I z 1 I I i z I � 24"MIN _ SEE PLAN January 12, 2017 - colilt 3 tA . I I Co I [ 1 1 '' 1111P BB, DG, NE o r I - 14 . . 'r' Designed By @ 1�1 I - - ..•l-•1 - .._zc . •_ .,_ . .. .. , .. _ . . --. -. 1, - r � 3Af � __._....__._._ �_ ' ' GYPSUM � \,‹ �� I" Jo LC. -� - - ..__-./ �J L_C-- �C�� -- -�JJ �� - JAL SEE WALL o O WALLBOARD,TYP DG, NE, NM Z f',cz I� LOCATION SECTIONS in D Drawn By ✓ (- ) �� i+s ,,/,x15(....1,,----- OF BATHTUB E --- -zJ \ " 1-HR e 2 x 6 WOOD STUDS o L� �- J / CONTROLS M 6 FLOOR @ 1 fi" OC KJ KITCHEN CABINET �` Q \ f -J O r o Q Q FLOOR GYPSUM BOARD �- By •� 24"1MAX �� 24"MIN 1�0 .- co › cc CO FOR RATING TO BUTT SEE PLAN Checked co M E- _ z al -1 re TIGHTLY TO WALL TOP REFER TO INTERIOR 17857 N _ _ _ � O zi CO w LO< w W PLATES NON-RATED ELEVATIONS FOR Project Number — c U tY WALL ADDITIONAL ,` _..._._.-_.. DOUBLE 2 X TOP PLATES / - INFORMATION TYPE A/TYPE B TYPE AITY'E S TYPE A/TYPE B TYPE AITYPE B TYPE A/TYPE B TYPE AITYPE B ,. fC (0 BATHTUB (CONTROL WALL) (HEAD WALL) BATHTUB (CONTROL WALL) (HEAD WALL) - - - - 2A8 1 2 (BACK WALL) (BACK WALL) i m Sheet Number �; 17 FIXTURE MOUNTING 5 1-HR FLOOR/NON RATED WALL INTERSECTION 1 UNIT KITCHEN BAR Copyright 2016o SCALE: 112"= 1'-0" A8,12A8.12 If this drawing is less than 24"x 36",it has SCALE: 1 1/2"= 1-0" SCALE: 1" = 1'-0" been reduced. Scale accordingly. .a A8.1 04