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Fax 503.415.2304 aA , ,. : uii , jn. + i 1 , „ 1, i ..i „ 1 d 1 ' i RiverTerrace _._ PROJECT TEAM DRAWING SHEET INDEX VICINITY MAP RECEIVED East . . STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS MQ� 2 ��I$ A\COn I ° 1 1 u 1 fs OWNER/DEVELOPER GEOTECHNICAL ENGINEER ENVIRONMENTAL CONSULTANT CITY OF rIGARD 1,,,/ y- -' - 5.01 COVER SHEET A0.01 COVER SHEET-BUILDING 'C' A7.00 12 PLEX UPHILL-CEILING PLANS . BUILDING DIVISION W oy -ogers R. . POLYGON NORTHWEST HARDMAN GEOTECHNICAL SERVICES HARDMAN GEOTECHNICAL SERVICES S1.1 GENERAL STRUCTURAL NOTES A0.02 SITE REFERENCE PLAN A8.01 EXTERIOR DETAILS U` 703 BROADWAY STREET, SUITE 510 24560 SW MIDDLETON ROAD 24560 SW MIDDLETON ROAD S1.2 GENERAL STRUCTAL NOTES (CONT) A0.11 12 PLEX UPHILL -BUILDING 'C' CODE A8.02 EXTERIOR DETAILS s Tigard, OR 97223 VANCOUVER,WA 9$660 SHERWOOD, OR 97140 SHERWOOQ, OR 97140 &SPECIAL INSPECTIONS A0.12 12 PLEX UPHILL CODE PLANS A8.03 EXTERIOR DETAILS Vt PHONE: (503)221-1920 4 PHONE: (503)822-5347 PHONE: (503)530-8076 3 SCHEDULE AND NOTES A1. A8.0EXTERIOR DETAILS CONTACT: CHRIS WALTHER CONTACT:SCOTT HARDMAN, PE CONTACT: GREG SUMMERS 01 CONSTRUCTION ASSEMBLIES 4 G S2.0 FRAMING &SHEAR WALL MAP A1.11 SCHEDULES 8.05 SITE DETAILS ARCHITECT CIVIL ENGINEER S2.1 FOUNDATION PLAN A2.00 12 PLEX UPHILL-BASEMENT PLAN A8.06 EXTERIOR DETAILS �� \---- OTAK ARCHITECTS, INC. OTAK, INC. S2.2 FIRST FLOOR FRAMING PLAN A2.01 12 PLEX UPHILL-FIRST FLOOR PLAN A8.07 EXTERIOR DETAILS W SCHOLLS FERRY RD 808 SW 3RD AVE, SUITE 300 808 SW 3RD AVE, SUITE 300 S2.3 SECOND FLOOR FRAMING PLAN A2.02 12 PLEX UPHILL-SECOND FLOOR PLAN A8.08 CRAWL SPACE SHEAR WALLS S SW FRIENDLY LN PORTLAND, OR 97204 PORTLAND, OR 97204 S2.4 THIRD FLOOR FRAMING PLAN A2.03 12 PLEX UPHILL-THIRD FLOOR PLAN A8.11 INTERIOR DETAILS ' PHONE: 503.287.6825 FAX: 503.415.2304 PHONE: 503.287.6825 FAX: 503.415.2304 52.5 ROOF FRAMING PLAN A2.04 12 PLEX UPHILL-ROOF PLAN A8.12 INTERIOR DETAILS CONTACT:WAYNE YOSHIMURA CONTACT: MIKE PEEBLES S3.1 STAIR PLANS A3.01 12 PLEX UPHILL-ELEVATIONS S3.2 STAIR DETAILS A4.01 12 PLEX UPHILL-BUILDING SECTIONS CONTRACTOR LANDSCAPE ARCHITECT 55.1 FOUNDATION DETAILS A4.11 EXTERIOR WALL SECTIONS a a 'OLYG•N NO'THWE T COM ANY, LLC OTAK, S5.2 FOUNDATION DETAILS A4.12 INTERIOR WALL SECTIONS INC. S5.3 FOUNDATION DETAILS A5,01 12 PLEX UPHILL-STAIR PLANS&SECTION Polygon 703 BROADWAY STREET,SUITE 510 808 SW 3RD AVE,SUITE 300 S6.1 FRAMING DETAILS A5.10 UNIT PLAN 1.1 VANCOUVER,WA 98660 PORTLAND, OR 97204 S6.2 FRAMING DETAILS A5.11 UNIT PLAN 1.1 -TYPE A PROJECT SITE Northwest PHONE: (503)221-1920 4 PHONE: 503.287.6825 FAX: 503.415.2304 S6.3 FRAMING DETAILS A5.12 UNIT PLAN 1.1 -TYPE B N� CONTACT:CHRIS WALTHER CONTACT: GABRIEL KRUSE A5.13 UNIT PLAN 7.2 S7.1 ROOF FRAMING DETAILS 703 BroadwayStreet, S7.2 ROOF FRAMING DETAILS A5.19 UNIT PLAN 2.1 O REVISIoN Suite 510STRUCTURAL ENGINEER TRANSPORTATION ENGINEER A5.20 UNIT PLAN 2.1 -TYPE B A5.32 UNIT PLAN 3.2 0 Vancouver, WA 98660 FROELICH CONSULTING ENGINEERS, INC. KITTLESON AND ASSOCIATES, INC. A5.33 UNIT PLAN 3.2-TYPE B 0 6969 SW HAMPTON STREET 610 SW ALDER STREET,SUITE 300 01 TIGARD,OR 97223 PORTLAND, OR 97205 PHONE: 503.624.7005 FAX: 503.624.9770 PHONE: (503)228-5230 FAX: (503)273-8169 N O CONTACT: FARAMARZ DEAN AZIMI CONTACT:JULIA KUHN City Of Tigard EP Api ved plan, UNIT MIX GENERAL NOTES ABBREVIATIONS SYMBOLS ate 9--2_:.K 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS # NUMBER GA GAUGE OVFL OVERFLOW UNIT TYPE PER UNIT WITH UNIT WITHOUT NUMBER SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS ASSEMBLY TAG 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 & AND GYPSUM 2 • FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN q CENTERLINE ASSOCIATION PASS PASSAGEWAY AC ACRE GAL GALVANIZED PERF PERFORATED, 12 PLEX-DOWNHILL-15,404 SF, 12 UNITS&2 BUILDINGS-BUILDINGS 0&G CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR AED AUTOMATED GB GRAB BAR PERFORATE 2 WINDOW TAG DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. EXTERNAL GPM GALLONS PER PLAM PLASTIC LAMINATE 1.1 1 700 637 63 2 INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND DEFIBRILLATOR MINUTE PL PLATE, PROPERTY 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 FLOOR PLYWD PLYWOOD 1.2 1 687 619 68 2 CONTAINED HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS ADJ ADJUSTABLE HB HOSE BIB PNL PANEL 3 O RESERVED. COPYRIGHT 2016. AlAHU AIR HANDLING UNIT HC-PHB HOLLOW CORE- PNT PAINT DOOR TAG } a 1.2-B 1 687 687 68 1 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN ALUM ALUMINUM PRIMED PR PAIR N 75 2.1 2 994 930 64 2 OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, APT APARTMENT HEADBOARD PRE-FIN PREFINISHED NORTH ARROW id, HDR HEADER PRE-PR PRE-PRIMED SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS,SPECIFICATIONS, BD BOARD HDW HARDWARE PT PRESSURE &i 2.1 -B 2 992 930 62 1 ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED co BR BEDROOM HM HOLLOW METAL TREATED, POST AFTER EXECUTION OF THE CONTRACT. N 3.2 3 1,232 1,164 68 2 BDRM BEDROOM HORIZ HORIZONTAL TENSION (1) • 01 �, BLDG BUILDING HR HOUR • ' . N , RADIUS -13.2-B 3 1,232 1,164 68 1 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY 1 DETAIL TAGS - co SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A BLKG BLOCKING HVAC HEATING R RISER ' 3720 ii 12 PLEX-UPHILL-13,564 SF, 12 UNITS &2 BUILDINGS-BUILDINGS C&H CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY BM BEAM VENTILATION RD ROOF DRAIN A8.0� $8.01 CO INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND BOT BOTTOM AND AIR REF REFERENCE - RIA R.FLEENER In 0 1.1 1 747 683 64 2 CONDITIONING REFR REFRIGERATOR rjlla COORDINATION. OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING 7. o � CIP CAST-IN-PLACE READ REQUIRED a 1.1 -A 1 747 683 64 1 AND CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS CJ CONTROL JOINT IBC INTERNATIONAL REST RESTROOM '°`3.02 3 EXTERIOR ELEVATION TAG %RCI.AK 0 EXCEPT AS SPECIFICALLY ASSUMED INA WRITTEN CONTRACT SIGNED BY CL CLOSET BUILDING CODE RM ROOM • 1.1 -B 1 733 674 59 1 OTAK AND THE OWNER. CLG CEILING ICBO INTERNATIONAL RO ROUGH OPENING 1DOF ��� CLR CLEAR(ANCE) CONFERENCE OF Q 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 2.1 2 1054 990 64 2 ARCHITECT'S CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH CPT CARPET IN IN INC�CIALS SD SMOKE DETECTOR MEMBRANE NG 1C A5.11 7A INTERIOR ELEVATION TAG 2.1 -B 2 1050 988 62 2 WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. COL COLUMN INFO INFORMATION SF SQUARE FOOT Cover Sheet - UNLESS INDICATED OTHERWISE,THE ARCHITECT AND ARCHITECTS COLS COLUMNS INSUL INSULATE(D), (ION) SHTHG SHEATHING 1B 3.2 3 1,303 1,235 68 2 CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL CONT CONTINUOUS INT INTERIOR SIM SIMILAR RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN CONC CONCRETE SPEC SPECIFICATION Building C 21 PLEX-28,296 SF,21 UNITS&2 BUILDINGS-BUILDINGS E&F ADDITION TO THE COPYRIGHTS. CORR CORRIDOR JAN JANITOR'S CLOSET STD STANDARD Alik _ BUILDING SECTION TAG 1.3 1 705 645 60 2 JST JOIST STL STEEL 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, D DRYER STOR STORAGE A4.01 STRUCTURAL,MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER � 1.3-B 1 705 645 60 1 DBL DOUBLE KIT KITCHEN STC SOUND co ELEMENTS RESULT IN CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR DF DRINKING TRANSMISSION 7. 1.4 1 701 641 60 2 TO COMMENCING ANY WORK OF ELEMENTS RESULTING IN CONFLICTS. FOUNTAIN LAM LAMINATE CLASS 7 WALL SECTION TAG -, 1.4-B 1 701 641 60 1DIA DIAMETER LAUN LAUNDRY STRUCT STRUCTURAL 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT DIM DIMENSION LD LOAD SV SHEET VINYL A4.19 _ PARKING PAVING WITHIN 5'OFA BUILDING AWAY FROM THE BUILDING. IF JJ 02.2 2 990 929 61 2 DN DOWN LGT LIGHT CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL DRAWINGS DR DOOR LIN LINOLEUM T TREAD - - ELEVATION DATUM w 2.2-B 2 990 929 61 1 FOR FINISHED GRADES ADJACENT TO BUILDINGS. DS DOWN SPOUT TEMPERED o DU DWELLING UNIT M MASTER T&G TONGUE& U 2.3 2 997 922 75 2 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO DW DISHWASHER MAINT MAINTENANCE GROOVE as PROCEEDING WITH THE WORK. - GRID LINE!GRID BUBBLE 0) 2.3-B 2 996 922 74 1 DWG DRAWING MAIL MATERIAL TB TOWEL BAR A. 4 03.21.18 Owner Revisions 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE - 2.4 2 1,003 929 74 2 EA EACH MDF MEDIUM DENSITY THK THICK, 3 03.20.18 Structural Revisions DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO co 2 07.13.17 Pian Check Responses EJ EXPANSION JOINT FIBERBOARD THICKNESS ' 2.4-B 2 1,003 929 74 1 PROCEEDING WITH THE WORK. ROOM TITLE EL ELEVATION MECH MECHANICAL TO TOP OF ROOM NAME 1 07.13.17 Project Coordination 02.5 2 971 908 63 2 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS ELEC ELECTRICAL MEMS MEMBRANE TP TOILET PAPER t , ELEV ELEVATOR MFR MANUFACTURER TIS TUB/SHOWER # Date Description H - AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF 0 TEMPERED GLAZING 2.5-B 2 971 908 63 1 CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS EP ELECTRICAL MIN MINIMUM TYP TYPICAL Revisions a _ ARE COMPLETED. PANEL MIRK MIRRORED 0' 2' 4' 8' it 3.1 3 1,308 1,243 65 2EQUIP EQUIPMENT MISC MISCELLANEOUS UL UNDERWRITERS GRAPHIC SCALE February 15,2017 3.1 -B 3 1,308 1,243 65 1 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, EQ EQUAL MO MASONRY LABORATORIES, ti EXIST EXISTING OPENING UNLIMITED rni..61111MIMIM! Date LO ' FACE OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, co EXT EXTERIOR MTL METAL UNO UNLESS NOTED BB, DG, NE r- 22 FLEX-28,269 SF,22 UNITS&2 BUILDINGS-BUILDINGS B&J COUNTERTOP EDGE, OR AS NOTED. OTHERWISE /\ O 1.3 1 705 645 60 2 FCP FIBER CEMENT N NORTH UNOCC UNOCCUPIED REVISION TAG AND CLOUD Designed By 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION PANEL NA NOT APPLICABLE 0 1.3-B 1 705 645 60 2 OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND FD FLOOR DRAIN NO NUMBER VCT VINYL DG, NE,NM SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FEC FIRE NR NON RATED COMPOSITION TILE U 1.4 1 701 641 60 2 EQUIP PINGSMENORCONTRACTORMECCAL, ELECT RI AL,AND MIO ELLANES AND OUS OPENING SIZES EXTINGUISHER NTS NOT TO SCALE VERT VERTICAL DEFERRED SUBMITTALS Drawn By � 1 4-B 1 701 641 60 2 CABINET VRFY VERIFY (CLEARANCES REQUIRED)FROM THE MANUFACTURERS PRIOR TO KJ 0 FIN FINISH OC ON CENTER VS VERSUS • CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND PLUMBING SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) Checked B 2.2 2 990 929 61 2 ACCESSORIES. FLR FLOOR OCC OCCUPANMECHANICAL/HVAC• SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) y FND FOUNDATION OCCUPANCY(IES) W WASHER m 2.2-A 2 987 _ 926 61 1 FOF FACE OF FINISH OLF OCCUPANT LOAD WI WITH • ELECTRICAL SYSTEMSINCLUDING COMCHECK COMPLIANCE FORMS) 17857 N __ 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FOS FACE OF STUD FACTOR WD WOOD • LIGHTING SYSTEMS ( 2.2-B 2 990 929 61 1 SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOW FACE OF WALL OPP OPPOSITE WH WATER HEATER (INCLUDING COMCHECK COMPLIANCE FORMS) Project Number 5 ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE • FIRE SPRINKLERS °) 2 3 2 997 922 75 2 FT FEET ORD OVERFLOW ROOF WIN WINDOW , FIRE SPRINKLER, FLOW ALARM o_ SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED FTG FOOTING DRAIN WP WATERPROOF • FLOOR JOISTS 0 2.3-B 2 996 922 74 2 ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY OSB ORIENTED WR WATER • to ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS,RATED FLOOR/CEILINGS STRAND BOARD RESISTANT ROOF TRUSSES AO . 0 I M 2.4 2 1,003 929 74 2 OR RATED ROOF/CEILINGS SHALL BE OKE SEALED. WRB WATER RESISTANT • FIRE STOPPING Sheet Number BEI 2.5 2 971 908 63 2 13. PROVIDE CAST IRON VERTICAL WASTE LINES IN UNIT PARTY WALLS, BARRIER • METAL GUARDRAILS AND HANDRAILS Copyright 2016© TYPICAL A • RADON GAS MITIGATION SYSTEM If this drawing is less than 24"x 36",it has LE 3.1 3 1,308 1,243 65 2 been reduced. Scale accordingly. • CRAWL SPACE VENTILATION SYSTEMS X SITE AND EGRESS LIGHTING TOTAL UNITS SERVED BY AN ACCESSIBLE PATH &ENTRANCE(PER 1107.7.1) ACCESSIBLE UNIT TYPE'B'PROVIDED ACCESSIBLE UNIT TYPE'A' SUMMARY BIKE PARKING SUMMARY SITE REFERENCE NOTES {SEE FLOORPLANS FOR LOCATIONS} 0 a UNIT COUNT TOTAL ACCESSIBLE TYPE B UNITS PROVIDED / NOTES BLDG NOTES BLDG `\ TOTAL TYPE B THERE AREA TOTAL OF 141 APARTMENT UNITS UNITSBLDG BIKE.PARKING BASEMENT FIRST FLOOR UNITS REQUIRED , BASEMENT FIRST FLOOR ON THIS SITE. PER OSSC 1107.6.2.1.1,AT LEAST 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. E PROVIDED " ;. A 0 1 1 CLUBHOUSE BUILDING A 0 1 \� / 1 2%OF UNITS ARE REQUIRED TO BE TYPE A. A 0 CUSTOMER COMPARTMENT REACH RANGE MUST BE B 4 4 8 B 4 3 ,/ 7 THEREFORE, 3 UNITS(141 X.02)ARE REQUIRED. B 16 WITHIN 48"AND 28"AFF. SEE 41 A8.04 FOR ADD INFO. - WE HAVE DESIGNATED 4 UNITS AS TYPE A. C 2 2 4 C 1 2 ' 3 C 6 s�x ;„e , . 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL , D 0 4 v / 4 BASEMENT LEVEL ARE GARAGES 0 6 �� ` `� D 0 4 4 BASEMENT LEVEL ARE GARAGES / BLDG TOTAL TYPE A UNITS PROVIDED SERVICE THAT MAILBOXES COMPLY WITH USPS E 0 7 7 BASEMENT LEVEL ARE GARAGES E 0 4 / \ 4 BASEMENT LEVEL ARE GARAGES E 16 REQUIREMENTS. ALL MAILBOXES SHALL BE AF F 0 7 \ N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING _ BASEMENT FIRST FLOOR F 16 FLORENCE 1570-18SDAF. Otak Architects Inc 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 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 3. SEE SITE DEVELOPMENT SET FOR ADDITIONAL INFO. 808 SW 3rd Ave, Suite 300 H _ : = _ : = 2 2 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING J ~ Y L ~ } 3 �� \` 3 BASEMENT LEVEL IS NOT SERVED BY ACC PATH FROM PARKING B 0 1 J i6 4. SEE CIVIL FOR ADA PARKING INFORMATION Portland, OR 97204 J 4 4 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING TOTAL1 ,� \\ 23 C 0 1 TOTAL 88 Phone 503.287.6825 TOTAL 30 D 0 Fax 503.415.2304 0TOTAL(ADJUSTED) 30 X.75=23 25%OF SITE AREA EXCEEDS 10%SLOPE,75% OF SITE IS LESS THAN 10% E 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 UNITS BEING REQUIRED. (OSSC 1107.7.4) , F 0 0 ACCESSIBLE PATH G 0 0 H 0 1 _ River Terrace — _ __- J 0 1____ _ _____ East - �____ Condominiums _____ SW Roy Rogers Rd. 4RASHENCLOSURE- SEE _TRASH ENCLOSURE _ _ r-- L TRASH ENCLOSURE- _ �� DRAWING SET - - _ _�� - - - _ — - - _ - - _4 _ 1 y SEE TRASH ENCLOSURE ..--- - —� \---:: �_^ Y- _____ _ ��� 4 4 _ _ - DRAWING SET / 7 / Ot7 I - r C -f 7 C 1a \ / / l I oellEitirs �I I / f 1 I I �yf II I I / I I If t-�i G� – –– � .;., �/ / + Q C + 42'- 101/2" BLDG H I �__ POI on , - N.r PPC - Cra�4' �� / /� Q C 12 PLEX �IPHILL YOp ��N 0 �" f� fl C �� Northwest --(-- �s��-.‘ ��'� - // I C I i� 21 FLEX •. :.4 r: 703 Broadway Street, \ >I s� Fo I ,: I Suite 510 H I , TRASH ENCLOSURE- \ I W C �� I I — -' Vancouver, WA 98660 / - SEE TRASH ENCLOSURE /� W �� C I / - I I / A / -- DRAWING SET / I I �,: M / / I (] CI I � I I I jir / t � 69'-01114" I ° + �® /L ' =mum . j� BLDG D fl c iiiiimimmin- ; I �,i �\ /5/ .1... BLDG B i� 12 PLEX DOWNHILL C �� iI. I I I f ,_1-11-=1^ Ir 22 PLEX _� MIN la ' +i�it{{1tfGir ;t / ) \ ^v/ -i Is I I r PICNINC , , ;r �f r L ;:ii! /i I I j� I COVERING I / C I lirI Ill + :;;,,,tti:,;_drii *` t�Gi_' .`.ir'r.. SEE CIVIL FOR % " I,1.'4• +; ``) w= ` IADA PARKING //, Q C ' C I °' ic•';' ;Y j' ";, #YieT :i 1f 1� f�' k• I� I DETAILS \ / r r • •� I I mmillit • y \\ \ �,'0 / I ' C `3 ` iNi�iii�iiil�dliii I ,i C I �� r U5 . 0 I // ® F EMI: IJ C I �w��il��ice" . z ,.rf{}. ii= ' \ \ , �\ . e 77. . I I r I I al \ \ aMINN igg MI 6 . , I 11 In it �I 2 \ \ / ,% BLDG A 0 1.111111M1 c4*�'<<tr; !.1' '„, � + ,.r, l i `” r _ }E�'I} .' �. C II 11�iiii�il - 1111 I I \ ,.�•_.n.o-, // CLUBHOUSE , t �F�h„ , BLOG E H + c.i / ix i __1111 0 o lgig:-`.-.,,, �' ;t1+f `i lk{.r', ~~ a `�` `: C ` , "Ij�1 -i ,., , 21 PLEX I\ \�� „ r-- •r T a BLD�u J le •" �6, _ °Ta m, I c u 6� INIMENtI p .. cl �' Ilit: Mg I� 22—� I PLEXI : # , IIIMc., ^\ \ \ j • s• ���•.. .. �.,SO. MAIL BOXES ' ' ? �— II —1 4C.:75CT 3720 .1** ?? ti rti .O,',. ... • •• •••.� SEE r"1, C BLIDG C I C I I Ammo b . ...*� .. � —� �- �,: � � , _ � BRIAN R.I:LEENfA 7 . Minor- al \ . \\ \\ \� �.:. ; I C F 12 PLEX UPHILL C : + KM.1.1 (4 I0. u •.e 1 I • I I C I Ft}iZIRJ, A \ \ e• ®�'' ',•� rrrr IC 1� I I i1 C e IR —mom c . , - 8 ll ''', 1 i \ \ le • •. .. . .•• • e® 4110414.0.164.;....1....‘j i C. 1 ..- . t.tWi ra r I �� BLDG G '_ ' �� I C a t•. _, I C 12 PLEX DOWNHIL , J. ,,,,-, Q I C I �I C / / N� \ \ In �� b'. .. POOL ' 0 f ���{irl�l Fy. J'I `lF �`r}{ Iiiir I ! �I I� miermai__) ® AREA iVtiiit:,,' ' ifr ' C I Site Reference / , \ 11\ \ 0.. \\ ® 4CI ,: • '� '.F i ' �I n�} C ' ��ol IIIIII 1 !f aIIIIIIII' I �� I I ) / \ C I7 \ \ T ... C\ \ .. , -. ..‘ • - ' .i \lnly immiri ill= =ii ■..■.�� I Plan ..i..,1 ,11,11:: \ ‹c-0 \ ..i. •ilwit 1... i I "1 1----J '< \ • 6 \" ba� \ I® C I / \ , \ \\ \ - IL -ILL1-1...' I ----------__________ _ _ (..9 / \ - _ - - - -L1J - \ .rte - ' (< -Ik ~1-: .- , Il.: , m \\\ \ / / SEE CIVIL FOR CROSSWALK - - - - - - - - - _ - _ o, \ ADA PARKING PAVERS, SEE - \ O DETAILS SITE DEVELOPMENT TRASH ENCLOSURE- - - - - — - - r - - - - - _ 5 \\ \ 0 PACKAGE SEE TRASH ENCLOSURE PROPERTY LINE \ 7-"---1- O DRAWING SET # Date Description \ \ \ \ Revisions \\\ \ February 15,2017 Date a \ \ \ I co \ \ BB, DG,NE o \\ Designed By .� \ \ \ I DG, NE, NM 0 \ Drawn By o - \ U \ - \ -- L KJ - / Checked By I co 17857 ry Project Number 5 ' cK 40. ei 1 pz SiTE REFERENCE PLAN o 15 30 60 A0 . 02 m A0.02 SCALE: 1"=30'-0" Sheet Number ED Copyright 2016 S Li !f this drawing is less than 24"x 36",it has been reduced. Scale accordingly. tv tY AREAS. COUNTY 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 PROPOSED A Q _ BASEMENT FLOOR PROJECT DESCRIPTION: 12-UNIT MULTIFAMILY APARTMENT COMPLEX BUILDING �� BASEMENT 16 1 2 1,652 SF m STAIR/EXIT PASSAGEWAY: 679 SF FIRST FLOOR 21 1 2 ��: " DECKS: 125 SF " STORAGE: 53538 SF PROJECT ADDRESS: EAST SIDE OF SW ROY ROGERS RD.,TIGARD,OR S g-t z_ TOTAL: 2,994 SF SECOND FLOOR 19 1 1 - FIRST FLOOR BUILDING CODES THIRD FLOOR 19 1 1 Otak Architects, Inc UNITS: 1,673 SF • 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) • ICC/ANSI 117.1 2009 808 SW 3rd Ave, Suite 300 ENTRY/STAIR/EXIT PASSAGEWAY: 701 SF NOTES: GARAGE: 1649 SF • MECHANICAL, ELECTRICAL, PLUMBING&ENERGY CODE • EGRESS WINDOWS ARE LOCATED AT EACH BEDROOM,SEE WINDOW SCHEDULE,A1.11. FIRE SPRINKLER: 47 SF • FIRE SPRINKLER CODE-NFPA 13R • BUILDING EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM PER OSSC 903.3.1.2. Portland, OR 97204 DECKS: 125$F • EXIT ILLUMINATION&SIGNAGE PER CODE REQUIREMENTS(ELECTRICAL DESIGN BUILD) Phone 503.287.6825 TOTAL: 4,195 SF BUILDING "CONSTRUCTION" DATA • ONE EXIT REQUIRED FOR BASEMENT, FIRST,SECOND OR THIRD STORIES WITH A MAXIMUM OF 4 DWELLING Fax 503.415.2304 SECOND FLOOR UNITS AND 125 FEET MAXIMUM EXIT ACCESS TRAVEL DISTANCE UNITS: 3,574 SF CONSTRUCTION TYPE(S)USED IN BUILDING TYPE V-B STAIR/CORRIDOR: 574 SF BUILDING "FIRE DETECTION AND SUPPRESSION" DECKS; 268 SF V-B ALLOWED PROPOSED TOTAL: 4,416 SF PROVIDED REQUIRED PER TYPE/CLASS/AREAS BUILDING HEIGHT(PER OSSC TABLE 503&504.2) 60'-0" 35'-8" OF COVERAGE ■ THIRD FLOOR River r UNITS: 3,553 SF STORIES(PER OSSC TABLE 503 W/504.2) 3 3+BASEMENT FIRE ALARM SYSTEM YES YES OCCUPANT ,( STAIR/CORRIDOR: 574 SF OSSC 907.2.9.1 NOTIFICATION DECKS: 268 SFOCCUPANCYDATA EXCEPTION#2 SYSTEM BUILDING "OCCUPANCY"TOTAL: 4,395 SF SMOKE ALARM SYSTEM YES YES-OSSC 907.2.9.2 PER OSSC 907.2.11 East TOTAL BUILDING OCCUPANCY CLASSIFICATION GROUP(S) R-2-RESIDENTIAL UNITS: 10,450 SF S-1 -STORAGE AUTOMATIC SPRINKLER SYSTEM* YES YES-OSSC 903.2.8 NFPA 13R ENTRY/STAIR/CORRIDOR: 2,528 SF S-2-GARAGES - Condominiums GARAGES: 1,649 SF STANDPIPE SYSTEM NO NO-OSSC 905.3.1 FIRE SPRINKLER: 47 SF OCCUPANCY SEPARATION R-2/S-1, R-2/S-2,S-1/S-2:1 HOUR VISIBLE ALARMS NO NO-OSSC 907.5.2.3.4 - SW RoyRogers Rd. DECKS: 787 SF STORAGE: 539 SFg BUILDING GRAND TOTAL: 16,000 SF OCCUPANCY LOADS PER CODE PLANS ON FOLLOWING SHEET AUDIBLE ALARMS CAPABILITY TO YES-OSSC 907.5.2 THROUGHOUT Tigard, OR 97223 SUPPORT BUILDING AREA SUMMARY FIRE EXTINGUISHERS YES YES-OSSC 906 NOTED ON PLANS OCCUPANCY GROUP S-1 S-2 R-2 TOTAL *EXTERIOR DECKS/BALCONIES AND STORAGE ARE NON-RATED AND SPRINKLED BASEMENT 539 SF 2,455 SF 2,994 SF OCCUPANCY VENTILATION REQUIREMENTS FIRST FLOOR 1,649 SF 2,546 SF 4,195 SF FLOOR AREA(SF) REQUIRED PROVIDED VENTILATION AREA(SF) VENTILATION AREA(SF) SECOND FLOOR 4,416 SF 4,416 SF UNIT 1.1 • THIRD FLOOR 4,395 SF 4,395 SF ° LIVING/KITCHEN/DINING 416 16.64 58 Polygon TOTAL 539 SF 1,649 SF 13,812 SF 16,000 SF BEDROOM 125 5.00 13.6 ALLOWABLE PER FLOOR FOR R-2 OCCUPANCY 10,290 SF(SEE NOTE) UNIT 1.1 TYPE A&TYPE B Northwest NOTE: LIVING/KITCHEN/DINING 402 16.08 58 703 Broadway Street, ALLOWABLE AREA PER STORY W/INCREASES:Aa=At+(At x If)+(At x Is) BEDROOM 118 4.72 13.6 Suite 5'10 At=ALLOWABLE AREA PER TABLE 503=7,000 SF If=INCREASE DUE TO FRONTAGE=((226.0 ft/286.0 ft)-0.25)(26/30)=0.4700 UNIT 1.2 Vancouver, WA 98660 Is=INCREASE DUE TO SPRINKLERS=0 LIVING/KITCHEN/DINING 397 15.88 58 Aa=7,000 SF+(7,000 SF x 0.47)+(7,000 SF x 0) BEDROOM 125 5.00 13.6 Aa=7,000 SF+3,290 SF Aa= 10,290 SF UNIT 2.1 TYPE B&2.1 TOTAL ALLOWABLE AREA PER BUILDING:30,870 SF LIVING/KITCHEN/DINING 426 17.0 45.8 BEDROOM 113 4.52 13.6 FIRE RATING REQUIREMENTS FOR BUILDING ELEMENTS -TABLE 601 MASTER BEDROOM 191 7.64 13.6 STRUCTURAL BEARING BEARING NONBEARING NONBEARING FLOORS ROOFS UNIT 3.2 FRAME EXTERIOR INTERIOR EXTERIOR INTERIOR LIVING/KITCHEN/DINING 502 20.1 54.4 V-B NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED MASTER BEDROOM 172 6.88 13.6 BEDROOM#1 129 5.16 13.6 FIRE RATING REQUIREMENTS FOR PARTITIONS BEDROOM#2 152 6.08 6.8 FIRE WALLS(OSSC 706): N/A NOTES: 1. ALL BATHROOMS ARE MECHANICALLY VENTILATED,SEE MECHANICAL DESIGN BUILDING FIRE BARRIERS(OSSC 707): DRAWINGS. SHAFTS,EXIT ENCLOSURES,EXIT 2-HR WHERE STAIRS CONNECT 4 STORIES OR GREATER 2. REQUIRED VENTILATION AREA IS CALCULATED AT 4%OF THE FLOOR AREA. PASSAGEWAY,OCUPANCY SEPARATIONS FIRE BARRIERS(OSSC 707): N/A ENERGY CODE REQUIREMENTS 2 INCIDENTAL USE AREAS 4 co FIRE PARTITIONS(OSSC 708): REQUIRED PROPOSED " o DWELLING UNIT SEPARATION, 1 HR 9 MAXIMUM ALLOWABLE WINDOW AREA 30% 17% 00 FIRE PARTITIONS(OSSC 708):CORRIDORS 1/2 HR o VINYL WINDOWS U 5 0.35 U 5 0.35 • '1 , lia N cj HORIZONTAL ASSEMBLIES(OSSC 420.3,711) 1 HR �' dr c> GLAZING SHGC(ALL TYPES) 0.4 0.4 MAX - 372 c.- iii' OTHER WALLS INCLUDING WALLS SUPPORTING RATED HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE j BRIAN R.FLEENER D RATED PER OSSC TABLE 601 &EXCEPTIONS OF OSSC 711.4. EXTERIOR SLIDING PATIO/DECK DOORS U 5 0.35 U 5 0.35 * �i / 13/, 11 iM*- o DOORS SHALL HAVE THE FOLLOWING RATINGS: o- • UNIT DOORS IN CORRIDOR-20 MINUTE DOOR LABEL EXTERIOR DOOR(METAL FRAMING) U 5 0.80 U 5 0.80 PORTLAND,4R ikt • UNIT DOORS IN EXIT PASSAGEWAY&GARAGE MAN DOORS-60 MINUTE DOOR LABEL • STAIR DOORS-60 MINUTE DOOR LABEL OPAQUE DOORS U 5 0.70 U 5 0.70OF OV • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION t�� • SMOKE GASKETING AT CORRIDOR WALLS ABOVE GRADE-WOOD FRAMED R-21 • R-21 EXTERIOR WALL RATING -TABLE 602 WALLS BELOW GRADE R-7.5ci •R-7.5ci 12 Plex Uphill FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED CONSTRUCTION OCUPANCY GROUP R-2 UNDER FLOOR INSULATION R-30 R-30 MIN ON FIRE SEPARATION DISTANCE(OSSC TABLE 602): TYPE Building Code X<5': V-B 1-HR ATTIC CEILING INSULATION R-38 R-38 5'5 X<10': V B 1-HR SLAB FLOOR EDGE INSULATION R-10(2'-0"PERIMETER) R-10(2'-0"PERIMETER) Summary a 10'S X<30': V-B 0 HAZARDOUS MATERIALS > X a 30': V B 0 NO HAZARDOUS CHEMICALS AND/OR MATERIALS ARE PRESENT OR HOUSED IN THIS BUILDING. I ca NOTES: ACCESSIBILITY u. 1. LOAD-BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH THE FIRE-RESISTAVE RATING Li 0 REQUIREMENTS OF OSSC TABLE 601. ALL ACCESSIBILITY REQUIREMENTS ARE INTEGRATED RELATED TO THE BUILDING IN GENERAL AND O U COMMON ELEMENTS AS WELL AS TYPE A AND TYPE B ICC/ANSI-2009 COMPLIANT UNITS IN THE NUMBERS m REQUIRED BY THE OSSC OVER THE SITE.TWO PERCENT OF THE TOTAL UNITS ON SITE,THREE MINIMUM, or REQUIRED PROVIDED CODE PROVISION ARE REQUIRED TO BE TYPE A ICC/ANSI ACCESSIBLE DWELLING UNITS PER OSSC.FOUR UNITS ARE ?o PROPOSED TO MEET TYPE A ICC/ANSI ACCESSIBILITY REQUIREMENTS AND ARE LOCATED IN BUILDINGS B, m ROOF CONSTRUCTION CLASS C CLASS C OSSC TABLE 1505.1 C,H&J. 8 ATTIC DRAFTSTOPS 3,000 SF OR ABOVE SEE ROOF PLAN OSSC 718.4.2 PLUMBING FIXTURE COUNT REQUIREMENTS i . EVERY TWO EXCEPTIONS#3 # Date Description DWELLING UNITS, R-2:ONE EACH IS REQUIRED AND PROVIDED:WATER CLOSETS,LAVATORIES, BATHTUB OR SHOWER. (1) WHICH143 SMAEVER IS AUTOMATIC CLOTHES WASHER PROVIDED PER UNIT. Revisions it February 15,2017 MAXIMUM AREA OF EXTERIOR WALL OPENINGS (OSSC TABLE 705.8) UNDERGROUND & PADMOUNTED TRANSFORMERS Date °° SEE CIVIL SITE DEVELOPMENT SET&PGE DRAWINGS FOR UNDERGROUND&PADMOUNTED TRANSFORMERS BB,DG,NE 0-3' >3'-5' >5'-10' >10'-15' >15'-20' >20'-25' >25-30' >30' ° SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND DEFERRED SUBMITTALS Designed By UNPROTECTED, NOT NOT 10°I° 15% 25% 45% 70% NO LIMIT `a NON SPRINKLED PERMITED PERMITED DG,NE,NM Jo SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE SHEET A0.01 Drawn By U PROTECTED NOT 15% 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING PACKAGES. PERMITED KJ o , RADON DETECTION Checked By NOTE: Z • THIS BUILDING IS ALLOWED TO HAVE UNLIMITED UNPROTECTED OPENINGS PER EXCEPTION# SEE MECHANICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 1812. to 2 OF OSSC 705.8.1;WALLS ARE NOT REQUIRED TO BE RATED PER TABLE 601 AND ALL 17857 N EXTERIOR WALLS HAVE A FIRE SEPARATION DISTANCE GREATER THAN 10 FEET. CARBON MONOXIDE DETECTION Project Number SEE ELECTRICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 908.7. -710 m AO ■ -- 2 Sheet Number ES Copyright 2016 i iIf this drawing is less than 24"x 36",it has been reduced.Scale accordingly. a> 4 42' -6" 45' -8" CODE LEGEND 0 \ EMERGENY EGRESS PATH, ° .4 STORAGE STORAGE STORAGE STORAGE BIKE STORAGE EXIT TRAVEL EXIT TRAVEL b _�� e DISTANCE DISTANCE \� MINIMUM WIDTH OF EGRESS OLF 300 OLF 300 OLF 300 OLF 300 OLF 300 "r - PATH IS 3-0 .PROVIDE 1 LOOR 1 OCC 1 OCC 1 OCC OCC_. .. _ _, 1 OCC _.. L T F7,774;,,,,,,,,,:...,*'74,;:lit111:11:4!7„,,k14::::-.40:.!:,-- I . .._., LEVOEL DO NOTIEXCEED MAX TO 81 SF 62 SF ; _.. ._. _. __ ..._ __ _ 43 SF 61 SF _ ..... . . , 62 SF - ': -" � ' L---r."". -" ��� _-�.. ._.._.___: MIN ILLUMINATION UNIFORMITY -" - € .. ... ..{ LIGHTING NG TO BE PROVIDED BY` ' UNIT 3.2 t�' t -- ._...__..__ UNIT 1.2 BATTERY BACK-UP. Otak Architects, Inc i_______ /j17:: 808 SW 3rd Ave, Suite 300 OLF 200 I OLF 200 �-- - - - — EMERGENCY EGRESS PATH Portland, OR 97204 I I I fi OCC - I 4 OCC I ( Phone 503.287.6825 UNOCCUPIED UNOCGUP . D UNOCC UNOCC UNOCC UNOCC UNOCC - t OCCUPANTS EXITING PER EXIT STORAGE - STORAGE i 1159 SF - T 613 SF • # LOCATION Fax 503.415.2304 • CRAWL SPACE CRAWL SPAS E CRAWL CRAWL CRAWL CRAWL CRAWL i , �,� I OLF 300 SPACE SPACE SPACE SPACE SPACE OLF 300 ! E �` / I\`, { t_ .. ; 1 1 € i . .__ I FEC FIRE EXTINGUISHER CABINET 1 OCC _ 1 OCC , 1 ' , ( I ! I li ...1 Ii WITH FIRE EXTINGUISHER 82 SF :t 56 SF ,, tI. ' r _ _-_ ; r € OLF OCCUPANCY LOAD FACTOR y f OCC OCCUPANT LOAD 1,1, „, - , .: ,, , River Terrace /� ' / / ,' i / ( 1 ' '''' ji 1(14)( € € �� `� __ _ € _ EXIT SIGN € il' i r . .IlL . . } 7 i J i i 1 sl i i ' rL i._._._.,. r- `T" — - . .. _ - _._ � __. , .. --"- E, PROVIDE 1-HR RATED FIRE i i ... L,,,,, •rrt__ �-rr ...,,,,, -',,,,,-_-.7----..--=-7. ...,,.,...,....«_».....,,....,....«_»,..., �_ ,_.,.. .rte �� �--.i� t . . . � _ _ . .• East ° I — -'- PARTITION AT CORRIDORS OR 7 `CORRIDO- � I III CORRIDORIN BARRIER AT EXIT PASSAGEWAY. \'-- FEC t lkiirt FEC PROVIDE 20 MIN RATED DOORS AT EN ^ ., , CORRIDOR AND 60 MINUTE AT EXITCondominiums . ... tNi\h . -- _ .. _ _,. .. ., PASSAGEWAY. r \a .1 . { IR . -'r RoyRogers Rd, ri -- , € t . € _-- >; __ t 1---,.---;"7111.! ? f 1 __ -----______ssi € PROVIDE 2-HR RATED FIRE 6-------:---- € STAIR _ SW I �. .. i _ (' ,�` € '/ 14 '" ' € €_ BARRIER. PROVIDE 90 MIN RATED Tigard, 4R 97223 1__ 1 t I 1 r t € I ' 1 ' ^I 3 1 I �/ I '` DOORS r i... _ I I 1 :, < .� ;l is;;. , i .. ___' - € -LI .f µ- ^€ CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE TOP # :I 7€ 1----„,„,,,r.,-.4-_, t / t, r 1 1 L. - €._ �( / '.i I f/f i� " i �' -._ OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE j,• .„• i 4; z1 il UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE AND ti_.�'i — # SHALL BE SECURELY ATTACHED THERETO. FIRE BARRIERS 1 € -x t I I # • I { 1 ` `, € 1 1 SHALL BE CONTINUOUS THROUGH CONCEALED SPACES 1~-�- -- I UNIT 1.1 - B 1 i J� UNIT 1.1 FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE .... 1 I t, , FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- $ UNIT 2.1 - B ' I I - OLF UNIT 2.1 1117:- aOLF 200 „ RESISTANCE RATED FLOOR/CEILING OR ROOF/CEILING 200 I € 1 1 '_ 1 ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED OLF 200 . 4 OCC QLF 200 4 OCC Iil 5 OCC _.._ .. _ 626 SF I 5 OCC ` _ 642 SF THERETO. -:.:-: ..........__. - --. .-._� 1 ......... OPEN . _ Polygon 907 SF UP J / 920 SF 44' - 0" __........_._...-'... __....-_... .__._ _ ; m, j STAIR 1 { .w _._....__._.._.......:........_I _ Northwest EXIT TRAVEL <� t I A& EXIT TRAVEL ___..._____......_ ', . ._ - - - - ;., --_-...___.______ __ ......._ DISTANCE „ ,,,,,,o.,,==.41.=_,44 — — — 703 BroadwayStreet, J DISTANCE :`—:_ .:.. ........ .. Suite 510 L_ 47 44' - 6” 17-,71 44' -6" Vancouver, WA 98660 EXIT TRAVEL • EXIT TRAVEL DISTANCE - DISTANCE 2,99F1 12 PEER (UPHILL) - BASEMENT - CODE BASEMENT OCCUPANCY 4$6 3 12 PLEX (UPHILL) - SECOND FLOOR - CODE 4,416 SF SECOND FLOOR OCCUPANCY=19 A0.12 SCALE: 1/8"=1'-0" TOTAL BUILDING OCCUPANTS= 76 A0.12 SCALE: 1/8"= 1'-0" . 42' - 6" 45' - 8" 37' - 0" 33' -0" 30' -0" 27' - 0" 27' -0" EXIT TRAVEL - EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL DISTANCE DISTANCE DISTANCE; DISTANCE DISTANCE c ' DISTANCE DISTANCE 30' - 0" u ; a. __.. - EXIT TRAVEL { t� ,..- /cl �, \ /% DISTANCE1 r.- _._._t .._ __.__.... .1.1 .. _ �„ _ 4111/11•10.7:11171= ----a: __ : [7: \ . . ......:...„ r' WATER/FIRE I X ' I i 1 �•; ' I ... x >w: ---- ..-- ,� CO, SPRINKLER " � /'' �< �� _ 1 .2 ,. UNIT 1.2 11 / UNIT 3 i i • N OLF 300 �, ;' I N �� N, N. 1 �_ OLF 200 I OLF 200 i* �.. N 1 OCC \/ ; 1 / / X. ?<. \ M 36 SF ,, , 1 _ _ .— _ I I — -I 6 OCC fi 1 1 I 4 OCC 3720 f • 1 I 1159 SF ,-- ,iiicl 1 tto / illi 1 ._.._ __ - 1 ! 613 SF BRIAN R.ELEENER'5.4 I I - (• T�f f J3 tt r-� GARAGE 1 -I I GARAGE 2 GARAGE 3 t GARAGE 4 GARAGE 5 GARAGE 66666 I •{ I\ 7 € H l : * ` • 11:), OLF 200 I I OLF 200 OLF 200 11 OLF 200 OLF 200 OLF 200 • • € . 1 il I1 Fit_____1 l 2 OCC I 1 2 OCC 2 OCC I 2 OCC 2 OCC 2 OCC t� _.._._..__ � � -- . .. 326 SF i 306 SF 232 SF I III i 202 SF 205 SF 234 SF • • s 4 s i 3 \ I hill I . 1 : I 1 I 1 'i I _ =y%t r< ,.T r •jr'� I t `. `i: y \\X _. . �\ a Cade Plans /'" E C*RRIDOR�� 1Q [-I ,._.___ ...___. •'� CORRIDOR '................. FEC R . 's +rN. _ _,billk 0. . ...._., - - _ IN,,, 1 .:1 € t I STAIR i; % . -... r JLC! t €: # 1 't' {. �-' } - --' 1 _._.._- _..._... t 1 / \,;-' ._.... STAIRi` € o �i : { -1 1I: i �- 9 I 1 ' 1 UP U. I •L MOM 1 [ r I I UNIT 1.1 UNIT 1.1 -A I UNIT 2.1 1 DI $ UNIT 2.1 - B OLF 200 T,' t I OLF 200 : t 2 I OLF 200 .::_..— -- w _; 1 j� !; OLF 200 1 1 l 2 07.13.17 Plan Check Responses s 4 OCC III I 1 5 OCC ' 14 OCC # Date Description �' I 5 OCC I �_ 626 SF I 628 SF — _ .. ._ _ 910 SF - .. --_ - , OPEN Revisions — 907 SF �� J 44' - 0" — iIMM _ ..^J / , -`,— — — j February 15,2017 a 44' - 0" g -_._._ i _ , , rt ' I I EXIT TRAVEL $ _ 3 Date EXIT TRAVEL _ _ I - ! , - - �. __._, .E. _ :: DISTANCE .� ti - - DISTANCE =coo , „ -6Designed By 44 -6 44' " j EXIT TRAVEL EXIT TRAVEL DG,NE,NM U .._. _...._____. ,_.. _._._....._.._....._.._._ DISTANCE Drawn By DISTANCE 4 KJ Tr Checked By . z . c c17857 Er N Project Number a) coca 2 12 PLEX (UPHILL) - FIRST FLOOR - CODE 4,195 SF 12 PLEX (UPHILL) - THIRD FLOOR - CODE 4,395 SF AO ' 1 2 FIRST FLOOR OCCUPANCY=22 4 THIRD FLOOR OCCUPANCY=19 Fa A0.12 SCALE: 1/8"=1'-0" A0.12 SCALE: 1/8"=1'-0" Sheet Number iii Copyright 2016 CU • LL If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. - > a) II II Rap Al;:i 1 limir Z:7 1171) 41W '41- -11-1\ lit„,....: A -A A I/ MS , : - . , le- _ , _.,,y :::47:171-_-,----.1.4' .10,,,,,k, _ : 1-, 1 s. j i 1 )11111. jiiii 4 s 1 A r. 1/411111111 i 141\J i -.1 : 1 1 i i rti I M ! X ; I ffillilii, 4 - ‘ 1 i kiano, 1 1#.,: A\ FROELICH 12 FLEX BUILDING _ UPHILL ENGINEER PORTLAND: (503)624-7005 BEND: (541)383-1828 TI GA RD OREGON DENVER: (gne 560-2269 ' ftosli Ji OB# 17-T174 m PERMIT SUBMITTAL - 02-15-2017 STRUCTURAL ABBREVIATIONS: STRUCTURAL SYMBOLS / LEGEND: @ At GA Gauge PAF Powder Actuated Fasteners W# aTU -INDICATES FOOTING TYPE, REF SCHEDULE. STRUCTURAL SHEETS■ a. & And GALV Galvanized PCF Pounds per Cubic Foot - O,„- Feet GC General Contractor PERF Perforate,Perforated,Performance 0 " Inch GEN General PERIM Perimeter -INDICATES COLUMN SHEETft ir N47 Ot SHEET TITLE # Number, Pound GL Glulam(Glue-Laminated Beam) PERP Perpendicular NUMBER (E) Existing GR Grade PL PlateetAn: -INDICATES WOOD SHEATHED SHEAR WALL. : (N) New GYP Gypsum PLF Pounds per Lineal Foot __ SO.1 COVER SHEET y , , -INDICATES STRUCTURAL WALL BELOW. GYP BD Gypsum Board PLWD Plywood -- S1.1 GENERAL STRUCTURAL NOTES 404 �., AB Anchor Bolt PREFAB Prefabricated ACI American Concrete Institute HAS Headed Anchor Stud PSF Pounds per Square Foot r::-_-_-__-.1 -INDICATES NON-STRUCTURAL WALL BELOW. GENERAL STRUCTURAL NOTES ADD Addendum, Addition HDD Headed PSI Pounds per Square InchW- S1.2 (CONT.) & SPECIAL INSPECTIONS �" kii ALT Alternate HDR Header PSL Parallel Strand Lumber -INDICATES BEARING WALL APPROX Approximate HEX Hexagonal PT Post-Tensioned, Preservative-Treated S1.3 SCHEDULES AND NOTED ARCH Architect,Architectural HORIZ Horizontal H- -INDICATES HEADER TYPE, REF HEADER SCHEDULE. S2.0 FRAMING & SHEAR WALL MAP ASTM American Society for Testing and Materials HSS Hollow Structural Shape QTY Quantity AVG Average HVAC Heating,Ventilating,Air Conditioning B- -INDICATES BEAM TYPE, REF BEAM SCHEDULE. S2.1 FOUNDATION PLAN AWS American Welding Society HT Height REF Refer, Reference . a S22 FIRST FLOOR FRAMING PLAN REINF Reinforce, Reinforcement O -INDICATES LINTEL TYPE. REF.SCHEDULE. BEV Bevel IBC International Building Code REQ'D Required S2.3 SECOND FLOOR FRAMING PLAN BLDG Building IN Inch REV Revision -INDICATES JOIST TYPE AND SPACING, REF PLANS&JOIST FRAMING SCHEDULE. S2.4 THIRD FLOOR FRAMING PLAN BLKG Blocking INFO Information BOT Bottom INSP Inspect, Inspection SCHED Schedule - i, -INDICATES DIRECTION DECK OR SHEATHING TO SPAN. S2.5 ROOF FRAMING PLAN BP Base Plate INSUL Insulation SE Structural Engineer BRDG Bridge,Bridging INT Interior SECT Section S -INDICATES ELEVATION. S3.1 STAIR PLANS BRG Bearing SHTH Sheathing S3.2 STAIR DETAILS JST Joist SIMP Simpson Strong-Tie -INDICATES DIRECTION TIMBER TO SPAN. CGS Center of Gravity of Strand SF Square Foot S5.1 FOUNDATION DETAILS CJ Control Joint K Kilopound(1000 pounds) SL Snow Load O -INDICATES KEYED NOTE. S5.2 FOUNDATION DETAILS HI CL Centerline KIP Kilopound(1000 pounds) SIM Similar �/� CLG Ceiling SOG Slab on Grade ?�i -INDICATES CHANGE IN SLOPE. S5.3 FOUNDATION DETAILS Ci) CLR Clear L Angle,Left, Length SPEC Specification,Specifications S6.1 FRAMING DETAILS CMU Concrete Masonry Unit LAM Laminate,Laminated STD Standard // INDICATES STEP IN ELEVATION. W F- COL Column LAT Lateral STIFF Stiffener i - ON. S6.2 FRAMING DETAILS r , CONC Concrete LB Pound STL Steel XX PSF W W -INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE S6.3 FRAMING DETAILS gi CONN Connection LLH Lang Leg Horizantal STRUCT Structural •�•�••. PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS 0 CONT Continuous LLV Long Leg Vertical ,'4-44•-.e.•.... O FOR LOAD&EXTENT. 57.1 ROOF FRAMING DETAILS _ LL Live Load T&B Top and Bottom - �� I— S7.2 ROOF FRAMING DETAILS us w DBA Deformed Bar Anchor LNTL Lintel T&G Tongue and Groove '.... -INDICATES ROOF OVERFRAMING. REF DETAIL 5/S7.1. o Ce a DBL Double LONG Longitudinal TAN Tangent O DET Detail LSL Laminated Strand Lumber THK Thick,Thickness CJ -INDICATES COLD JOINT, REF DETAIL 2/S5.1. W > Z w 0 DF Doug Fir(Douglas Fir) LT WT Lightweight -THRD Threaded a0, p� DIA Diameter LVL Laminated Veneer Lumber TOB Top of Beam ,.--INDICATES SHEAR WALL TYPE ABOVE FLOOR SPECIFIED. REF DIAG Diagonal TOF Top of Footing - SHEAR WALL SCHEDULE ON S1.4. 18 a > n/ DIAPH Diaphragm MANUF Manufacturer,Manufactured TOJ Top of Joist INDICATES HOLDOWN TYPE.REF HOLDOWN SCHEDULE ON S1.4W 0 O p 0 ELI DIM Dimension MAX Maximum TOL Top of Lintel, Landing /- Q D DL Dead Load MB Machine Bolt TOP Top of Pier va i fi Ov DWG Drawing MECH Mechanical TOS Top of Slab,Top of Steel 0 o DWGS Drawings MEZZ Mezzanine TOW Top of Wall H r• > DWL 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 A\ 03/20/2018 moo 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: 12/15/2016 SCALE: AS SHOWN 12 PLEX BUILDING - UPHILL SHEET TITLE: COVER SHEET SHEET NUMBER: GENERAL STRUCTURAL NOTES PROJECT DESCRIPTION: SPECIAL INSPECTION AND TESTING: REINFORCING STEEL: NAILING AND FASTENERS: • NEW 3-STORY MULTI-FAMILY APARTMENT BUILDING 1. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND4 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 " • CONVENTIONAL SPREAD AND STRIP CONCRETE FOUNDATIONS CONFORM TO THE"STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS,SPIKES,AND 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 " „'" - • CONCRETE SLAB-ON-GRADE FIRST FLOOR THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." STAPLES"(ASTM RAND POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION"(NER 272). tn�' : � - • 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 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: � ,'t- 4'` • PRE-MANUFACTURED WOOD TRUSS SYSTEM A. SMOOTH WELDED WIRE FABRIC-ASTM A185 3. NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS,THAT SHOW THE '' - SUBMITTALS: B. ALL OTHER REINFORCEMENT-ASTM A615,GRADE 60 MANUFACTURER'S NAME,NAIL SHANK DIAMETER,AND LENGTH. ,.; cul, 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE FABRICATION AND 4. NAIL SIZES SHALL BE AS FOLLOWS: GENERAL: CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.WELDING OF FROELICH 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND AREFRAMING NAILS ,. REINFORCING STEEL SHALL CONFORM TO AWS D1.4.ALL WELDING SHALL BE DONE BY AWS � INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,CIVIL,MECHANICAL,AND SUBMITTALSENGINEERS " CERTIFIED WELDERS USING LOW HYDROGEN E70)0(ELECTRODES. NAIL TYPE SHANK DIAMETER(IN) MINIMUM PENETRATION 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 PROJECTCONCRETE MIX DESIGNS X PRACTICE,"MSP-1. froelich-engineers.com - 10d 0.148 1.625 JOB# 17-T174 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. _ CONCRETE ANCHORAGES X 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE,OIL,DIRT,OR COATINGS 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. 16d 0.148 1,625 GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. PREMANUFACTURED WOOD X X 6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF 4. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. JOISTS OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 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 IN A 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: MEMBERS ��� DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER ° 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"OC PRO "4 pA TYPICAL LAP SPLICE SCHEDULE(IN) FLOOR SHEATHING 0.148 DIA 6 OC 0.148 DIA 1. CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC),BASED UPON THE THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE " @ " " @ 12"OC ,° 2012 INTERNATIONAL BUILDING CODE(IBC). SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF RECORD. BAR SIZE 3,000 PSI 4,000 PSI 5,000 PSI WALL SHEATHING 0.131"DIA AT 6"OC 0.131"DIA @ 12"OC 2. ALL REFERENCE TO OTHER CODES AND STANDARDS ACI,ASTM,ETC.)SHALL BE FOR THE B. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND TOP BARS OTHER TOP BARS OTHER BARS TOP BARS OTHER3 1647/ ;„ ( FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND BARS BARS EDITIONS NOTED IN CHAPTER 35 OF THE IBC. #3 28 22 24 19 22 17 NOTES: SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE A. ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR " ' PROJECT IS LOCATED.CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO #4 37 29 32 25 29 22 FASTENING ROOF SHEATHING. CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS TEMPORARY CONDITIONS: THE STRUCTURE #5 47 36 40 31 36 28 �_�'. - INDUCED BY THE CONNECTION LOADS.DESIGN SHALL BE BASED UPON THE 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 B182.1-1981. ALL BOLTS CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT REQUIREMENTS OF THE IBC AND AS NOTED UNDER"DESIGN CRITERIA." #7 81 63 70 54 63 49 AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL MO REQUIRED ASA RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR C. THE CONTRACTOR SHALT COORDINATE THE SEISMIC RESTRAINTS OF MECHANICAL, HAVE CUT THREADS. SEQUENCES. ELECTRICAL,AND PLUMBING EQUIPMENT,MACHINERY,AND ASSOCIATED PIPING WITH 7. PRE-DRILL HOLES FOR LAG BOLTS.SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO 2. CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES SHALT RECOGNIZE AND THE STRUCTURE.CONNECTIONS TO THE STRUCTURE SHALL CONFORM TO ASCE 7-10 NOTES: 4^ eizzt: ct-4 at 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, INSTALLATION. CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE PROJECT IS LOCATED. MULTIPLY THE ABOVE VALUES BY A FACTOR OF 1.4. 8. JOIST HANGERS,HOEDOWNS,AND OTHER FRAMING ACESSORIES SHALL BE MANUFACTURED BY CONSTRUCTION PERIOD. 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". SIMPSON STRONG TIE(OR AN APPROVED EQUAL)AND BE OF THE SIZE AND TYPE SHOWN ON 3. RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER ADD TO,THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A CONTACT ENGINEER OF RECORD IF CONDITIONS VARY. THE DRAWINGS. HARDWARE FASTENERS SHALL BE INSTALLED IN STRICT CONFORMANCE TO SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE 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 THE MANUFACTURER'S REQUIREMENTS. ANY PRODUCT SUBSTITUTIONS TO SIMPSON SHALL WALL. AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.ANY SUCH THE BAR. MEET OR EXCEED SIMPSON'S PUBLISHED DESIGN CAPACITIES AND MUST HAVE A CURRENT ICC DETAILS ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF D. VALUES ARE FOR UNCOATED BARS. EVALUATION REPORT FOR THE APPLICABLE CODES. " EXISTING CONDITIONS: RECORD. 9. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE,OR B-TYPE OF THE SIZE RECOMMENDED 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 7"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'-O"OC 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. SLAB BARS 1" DESIGN CRITERIA: 2. ALL FOOTINGS SHALL BE A MINIMUM OF 18"BELOW FINAL GRADES. EXTERIOR WALL FACES 1-1/2"(#5 AND SMALLER) GLUED LAMINATED MEMBERS: 1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBG.IN ADDITION 3. 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: CODE-APPROVED DESIGN,MANUFACTURING AND QUALITY ASSURANCE PROCEEDURES. 4. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS PRIOR TO THE COMMENCEMENT OF ANY SITEWORK. 2. ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. a 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 WAIL 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. L_ DESIGN CRITERIA TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A MINIMUM 6" I- 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 A5. 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 REPORT 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. 2,500 PSF WALL INTERSECTIONS,AND FOR BARS IN SMALL WALL SECTIONS. 6. GLUED LAMINATED TIMBER BEAMS SHALL BE WESTERN SPECIES WITH THE FOLLOWING PRESSURE 8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT RETAINING 35 PCF(EQUIVALENT FLUID PRESSURE) OF FILLING OPERATIONS. STRENGTH PROPERTIES: W 0) WALLS-CANTILEVERED 9. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO V O W RETAINING WALLS-BRACED 55 PCF(EQUIVALENT FLUID PRESSURE) THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. GLUED LAMINATED MEMBERS 50% 10. ALL FILL,BACKFILL AND COMPACTION ACTIVITIES,PARTICULARLY DURING WET WEATHER SAWN FRAMING LUMBER: 0 INCREASE IN ABOVE EQUIVALENT FLUID PRESSURE(SEISMIC COMBINATION USE MODULUS OF FLEXURAL HORIZONTAL SHEAR STRESS o o RETAINING WALLS-SEISMIC LATERAL EARTH PRESSURE) CONDITIONS,SHALL FOLLOW RECOMMENDATIONS OF GEOTECHNICAL ENGINEER. 1. SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU(WCL IB) SYMBOL ELASTICITY STRESS (PSI) OR THE WESTERN WOODS PRODUCTS ASSOCIATION(WWPA)GRADING RULES. SPECIES in LIVE LOAD CRITERIA (SPECIES) (PSI) (PSI) �-- 2. ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS: 24F-V4(DF/DF) SIMPLE SPAN 1,800,000 2,400 265 W FW_- CONCENTRATED LOAD EPDXY REPAIR ADHESIVE: FLOOR LIVE LOADS UNIFORM LOAD(PSF) Ct p O O (LBS) 24F-V8(DFlDF) CANTILEVERED 1,80Q000 2,400 265 1L..i1... u� 1. EPDXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO-COMPONENT, SAWN LUMBER O CORRIDORS AND STAIRS 100 2000 LIQUID EPDXY WITH NON-SAG CONSISTENCY AND LONG POT LIFE. THE EPDXY ADHESIVE SHALL USE SP IE " ••E OR W c (P -:•SE VALUE CONTINUOUS >- Z co RESIDENTIAL 40 1000 BE SUITABLE FOR USE ON DRY OR DAMP SURFACES. (� O LUMBER 2"TO 4"THICK HEM- IR 02 850 eL m GARAGE 40 3000 2. ADHESIVE SHALL HAVE A MINIMUM SLANT SHEAR STRENGTH OF 5,000 PSI ANDA MINIMUM tl- z I- rn VERTICAL FLOOR DEFLECTION 0.75"OR L/360 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 v7 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 to O Q >- (CLADDING DESIGN) DEAD LOAD) Q u. 0 r n Q - 0.375"OR L/600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS RECOMMENDATIONS AND THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION 3 O w CZ VERTICAL FLOOR DEFLECTION REPORT. f�' , ENGINEERED COMPOSITE LUMBER: W W 0 > L1360(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 O - (CLADDING DESIGN) � N p ,_j O - 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), iY0 4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED(PT)PER PARALLEL STRAND LUMBER(PARALAM),AND LAMINATED STRAND LUMBER(TIMBERSTRAND) rmom ) 0 Ce O m Z 2.MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM 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 F- 0.. OR CONCENTRATED LOAD. CONCRETE: SNOW CRITERIA BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY MARK. AN APPROVED EQUAL. 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 PERMIT GROUND SNOW LOAD P g =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. FOR OREGON SUBMITTAL FLAT ROOF SNOW LOAD P i =15 PSF CONCRETE STRENGTHS 7. PROVIDE SOLID LINES OF BLOCKING,SAME DEPTH OF FRAMING MEMBER,AT ALL BEARING ENGINEERED COMPOSITE LUMBER SNOW EXPOSURE FACTOR C 9 =1,0 DESCRIPTION fc(PSI) WATER- ENTRAINED OTHER POINTS. IMPORTANCE CEMENT RATIO AIR COMPOSITE LUMBER TYPE MODULUS OF ELASTICITY ALLOWABLE FLEXURAL SNOW SNOW LOAD I i =1.0 BY WEIGHT (PSI) STRESS(PSI) FACTFOOTINGS,STEMWALLS 3,000 0.53 2%+l-1.5% THERMAL FACTOR C t =1.0 o WOOD STRUCTURAL PANEL SHEATHING: LVL(RIM) 1,500,000 2,250 WIND CRITERIA RETAINING WALLS 3,000 0.50 6%+/-1. /05 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." /�\ 03/20/2018 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, GUST/INTERNAL PRESSURE GC pi =+/-0.18 FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. EXPOSURE 1,OF THE THICKNESS AND SPAN RATING AS FOLLOWS: NOTE: SEISMIC CRITERIA B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT RISK CATEGORY II CONFORMING TO ASTM C150 FOR TYPE I,OR TYPE II. WOOD STRUCTURAL PANEL SHEATHING FLEXURAL STRESSES NOTED ABOVE ARE FOR 12"DEEP MEMBERS. DEEPER MEMBERS SHALL BE C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. USE THICKNESS/RATING DESIGNED FOR REDUCED STRESSES PER THE MANUFACTURER'S REQUIREMENTS. SITE CLASS D 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 D ANCHOR BOLTS: MCE SPECTRAL ACCELERATIONS S s =0.985 S i =0.36 PROJECT MANAGER: CN MINIMUM CEMENT CONTENT WALL SHEATHING 7/16"-INDEX 24/16 1. ANCHOR BOLTS FROM SILL PLATES TO FOUNDATION SHALL BE GALVANIZED. 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 os 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 1/2"FROM THE DRAWN BY: FCE-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 SYSTEM WALLS MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS 4. ANCHOR BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT 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: 12/15/2016 FACTOR A. FLYASH CONFORMING TO ASTM C618"TYPE F,"OR"TYPE C"MAY BE USED TO REPLACE UP 6. SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE 5. SILLS AT WALL SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR SEISMIC RESPONSE TO 20%OF THE CEMENT CONTENT,PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PS1 OR PS2. BOLTS AT 4'-0"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, SCALE: AS SHOWN COEFFICIENT C =0.111 C S =0.111 7. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE s BY TEST DATA. BLOCKED AT ALL PANEL EDGES.SHEET SIZES SHALL BE 4'X8'UNLESS AT BOUNDARIES OR UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE.HOLDOWN BOLTS DO NOT TAKE THE REDUNDANCY FACTOR r=1.0 r=1.0 PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. FRAMING CHANGES. REFERENCE PLANS FOR ADDITIONAL REQUIREMENTS. 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA COMPLIANT 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. HOLDOWN BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. 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. /3\ MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER. 12 P L EX BUILDING 6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE HOLDOWN BOLTS: UPHILL 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 p /� 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/S5.1,5/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: si . i 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 1. VENEER SHALL NOT EXCEED 5"IN THICKNESS. APPLICABLE IBC CODE. REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS 2. INCLUDES,BUT NOT LIMITED TO THE FOLLOWING ENGINEERED WOOD PRODUCTS: 2. PROVIDE 1"MIN(41/2"MAX)AIR SPACE BETWEEN VENEER AND STUD WALL SHEATHING. SYSTEM or MATERIAL INSPECTION REMARKS � � EXTERIOR WALL SHEATHING TO BE COVERED WITH APPROVED WEATHER RESISTANT BARRIER. I-JOIST,LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND IBC CODE CODE or FREQUENCYsit 3. VENEER ANCHORS ARE TO MEET THE REQUIREMENTS OF ACI 530-08.6.2. LUMBER(LSL),AND PARALLEL STRAND LUMBER(PSL). REFERENCE STANDARD `' 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 '4•-441,1,-:- . . WALLS,OR STRUCTURAL ELEMENTS.ANCHORS TO BE SPACED AT 16"OC HORIZONTALLY AND NECESSARY FOR THE PROPER ERECTION&PERFORMANCE OF THEIR PRODUCT.THESE SHALL --- 18" SOILS ,. .� 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 F R O E L I C H ACCESSORIES AFTER INSTALLATION AND PROVIDE WRITTEN VERIFICATION OF PROPER 170 1803 SHALL INCLUDE IND T TSPECIAL - OF TIES SHALL NOT EXCEED 12"OC. INSPECTION AND TESTING AS ---� - -• 5. USE 3/4"x 22 GAGE GALVANIZED METAL ADJUSTABLE ANCHORS OR#9 GAGE GALVANIZED WIRE INSTALLATION OF THEIR PRODUCT TO THE ARCHITECT AND STRUCTURAL ENGINEER OF NOTED IN TABLE 5 OF THE E N G I N E E R S X 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. 8. ISOLATE THE SIDES AND TOP OF ANCHORED VENEER FROM THE STRUCTURE SO THAT DESIGN BEARING CAPACITY JOB# 17-T174 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'-O"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 �� � 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 ACCORDANCE WITH ASTM C140. COMPACTED FILL WOOD PRODUCTS NEEDS TO HAVE PRIOR APPROVAL BY THE MANUFACTURER. � • 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 A 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(Pm)AS INDICATED IN THE WHERE THE PROJECT IS LOCATED FOR REVIEW. 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 HAS BEEN PREPARED PROPERLY. _V 2105. ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS WITH COLUMNS, » ' ". it* . '. 5. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. WHERE NO COLUMN CONNECTIONS,CONNECTION HARDWARE,ETC. " 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 TABLE 2 - t.p. AS INDICATED IN THE"MASONRY REINFORCING STEEL"SECTION OF THESE NOTES. (UNLESS NOTED OTHERWISE): REQUIRED STRUCTURAL SPECIAL INSPECTIONS rtotik 6. HORIZONTAL WIRE AND BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS AT FLOORS: LIVE LOAD-1/480 OF SPAN,TOTAL LOAD-1/360 OF SPAN SYSTEM or MATERIAL INSPECTION REMARKS EXPANSION JOINTS EXCEPT AT ALL FLOOR AND ROOF LEVELS. A MINIMUM OF ONE VERTICAL#5 ROOFS: LIVE LOAD-11240 OF SPAN,TOTAL LOAD-1/240 OF SPAN IBC CODE CODE or FREQUENCY BAR SHALL BE LOCATED ON EACH SIDE OF AN EXPANSION JOINT. REFERENCE STANDARD REFERENCE 1'. 14. DESIGNS,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: CONTINUOUS PERIODIC A. DEFLECTION DESIGN CRITERIA • CONCRETE MASONRY ASSEMBLY STRENGTH CONCRETE fm(PSI) BLOCK STRENGTH(PSI) GROUT STRENGTH(PSI) MORTAR B. LIVE,SNOW,DEAD,WIND,SEISMIC AND MECHANICAL DESIGN LOADS INSPECTION OF ANCHORS 1909.1 ACI 318: X SPECIAL INSPECTIONS APPLY TO 1500 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 7. PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING COLD WEATHER E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS DIMENSIONS,COMPLIANCE WITHDRILL 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. EMBEDMENT,AND TIGHTENING MORTAR: 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) 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 2. DESIGN SHALL CONFORM TO THE PROFILES SHOWN ON THE DRAWINGS AND THE ASTM A 706 3.5.2 MASONRY GROUT: REQUIREMENTS OF IBC SECTION 2303.4 AND THE"DESIGN SPECIFICATIONS FOR LIGHT METAL OTHER REINFORCING STEEL TABLE AWS D1.4 X !3\ 1. GROUT SHALL HAVE A COMPRESSIVE STRENGTH AS INDICATED IN THE TABLE ABOVE AND PLATE CONNECTED WOOD TRUSSES",TPI-24 AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. 1705.2.2 ACI 318: SECTION SHALL CONFORM TO IBC SECTION 2103. 3. TRUSS DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS TO THE STRUCTURE 3.5.2 I- 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 'A 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 Con 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 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 D W I-- NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE STRUCTURE. VERIFYING USE OF REQUIRED MIX TABLE AGI 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 DESIGN(S) 1705.3 4 WW LOADS AND ANY SNOW DRIFTING/SLIDING SNOW INDICATED ON DRAWINGS: 1904 ACI 318:5.2-5.4 O UJ 1904.2 Q PREMANUFACTURED WOOD TRUSS LOADING 1910'2 I o 1910.3 MASONRY REINFORCING STEEL: LOADING TYPE UNIFORMLY DISTRIBUTED LOAD(PSF) CONCRETE PLACEMENT TABLE ACI 318:1.3.2.D X g rect2 I,.... uti 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 W 2. DEFORMED REINFORCING BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY 25 PLACED IN ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL ROOF SNOW LOAD 0 a EAVES: 25 O O CONFORM TO ASTM A706 GRADE 60. TOP CHORD: 10 TABLE 5 ce W >- z cep 3. UNLESS OTHERWISE NOTED ON PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS ROOF DEAD LOAD REQUIRED TESTING FOR SPECIAL INSPECTIONS FOLLOWS: _ III a> BOTTOM CHORD:8 SYSTEM or MATERIAL TESTING REMARKS F-' C4 � coo z I- cs NET WIND UPLIFT 7 IBC CODE CODE or FREQUENCY Z U Q IN ADDITION TO THE LOADS NOTED,ALL TRUSSES SHALL BE DESIGNED TO SUPPORTA coO MINIMUM WALL REINFORCEMENT-RUNNING BOND CONCENTRATED LOAD OF 100#AT ANY LOCATION ALONG THE TOP OR BOTTOM CHORDS. REFERENCE STANDARD CONTINUOUS PERIODIC O ,.nn `K VERTICAL REFERENCE O w V OE NOMINAL WALL THICKNESS HORIZONTAL REINFORCEMENTn w W REINFORCEMENT GEOTECHNICAL to O < > } „ " " 7. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO 0 O g #5 @ 24 OC (2)#4 @ 48 OC GEOTECHNICAL ENGINEER TO 1803 TESTING PER GEOTECHNICAL p J O ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING,ELECTRICAL UNITS,FOLDING PARTITIONS _ tY IL O AND OTHER CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. PERFORM TESTING OF REPORT I..- Q ap U 4. BOND BEAMS WITH TWO#5 BARS SHALL BE PROVIDED AT ALL FLOOR LINES,ROOF LINES,AND 8. TRUSS MANUFACTURER SHALL DESIGN ALL DRAG TRUSSES AND DRAG STRUTS FOR THE COMPACTED FILL MATERIALS 1..1` Q O h } 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 F �- 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; X BY THE GEOTECHNICAL ENGINEER 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL BOTTOM CHORD THROUGH WEB MEMBERS CLASSIFICATION F REINFORCEMENT. THESE DOWELS SHALL BE LAPPED TO THE VERTICAL WALL REINFORCEMENT C. ALL TOP AND BOTTOM CHORDS TO HAVE CAPACITY OF TRANSFERING SHEAR LOADS ANND TTESTIESTINGGAND BE EMBEDDED A MINIMUM OF 9"INTO THE FOUNDATION WITH A STANDARD 90 DEGREE THROUGH SPLICES. CONTROLLEDFILL PERMIT HOOK. 9. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS MATERIALS 8. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT ALL WALL BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE CONCRETE SUBMITTAL 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 (UNLESS NOTED OTHERWISE): SPECIMENS FOR STRENGTH ACI 318:5.6,5.8 F MASONRY REINFORCEMENT LAP SPLICE SCHEDULE(IN) FLOORS: LIVE LOAD-1/480 SPAN,TOTAL LOAD-1/360 OF SPAN CONTENT TESTS,ANNDD DETERMINE CLASSOOF CONCRETE,OR LESS BAR SIZE fm=1,500 PSI fm=2,000 PSI fm=2,500 PSI 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 A. DEFLECTION DESIGN CRITERIA FOR EACH 5,000 FT2 OF SURFACE B. LIVE,SNOW,DEAD,WIND,SEISMIC AND MECHANICAL DESIGN LOADS AREA FOR SLABSJWALLS.ONCE 0312012018 STRUC REVISIONS NOTES: C. ERECTION AND PLACEMENT CRITERIA EACH SHIFT FROM IN-PLACE WORK dR 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 MASONRY REINFORCEMENT COVER USE COVER DESIGNER: YS MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" 1-1/2"(#5 AND SMALLER) TABLE 6 DRAWN BY: FEE-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: 17-1174 INSPECTION SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS DATE: 12/15/2016 REFERENCE STANDARD SCALE: AS SHOWN REFERENCE CONTINUOUS PERIODIC STRUCTURAL WOOD FIELD GLUING OF DIAPHRAGM AND SHEAR WALL ELEMENTS FOR X SEISMIC FORCE-RESISTING-SYSTEMS CONNECTIONS FOR DIAPHRAGM 12 P L EX BUILDING CHORDS,COLLECTORS,BRACING, ALL CONNECTIONS VISUALLY AND SHEAR WALL ANCHORAGE X INSPECTED AND HOLDOWNS 1705.11.2 - UPHILL 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 GENERAL ENERL STRU ✓T 'ALSEISMIC FORCE-RESISTING SYSTEM. NOTES (CONT.) & SPECIAL INSPECTIONS SHEET NUMBER: . S II S1 . 2 SCHEDULE AND NOTES i0------z;-'4, HEADER/BEAM SCHEDULE /3\ ���^^^ JOIST FRAMING ^ � BEARING WALL SCHEDULE sir � ,.. HEADER/BEAM SIZE POST/COLUMN TYPE (UNO) DEPTH JOIST TYPE AND SPACING ' MARK WALL BASEMENT WALL FIRST FLOOR SECOND FLOOR THIRD FLOOR WALL TYPE 1 ` H1 4x8 DF#2 (1)2x6 OR(2)2x4 CRIPPLE AND(2)2x KING J1 11 7/8" RFPI-400 @ 19.2"OC ' HEIGHTS (IF APPLICABLE) WALL WALL WALL ' W1 10'-2"&LESS 2x6 HF#2 @ 16"OC 2x6 HF#2 @ 16"OC 2x6 HF#2 @ 16"OC 2x6 HF#2 @ 16"QC TYPICAL CONSTRUCTION F R O E L I C H B1 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING J2 11 7/8" (2)RFPI-400 @ 19.2"OC j ..,. B2 6x6 DF#2 (2)2x6 OR(3)2x4 HF#2 .13 11 7/8" RFPI-400 @ 16"OC ' W2 10'-2"&LESS (2)2x6 HF#2 @ 16"00 (2)2x6 HF#2 @ 16"OC 2x6 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC TYPICAL CONSTRUCTION ENGINEERS ?, W3 10'-2"&LESS N/A 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC PARTY WALL PORTLAND: (503)624-7005 B3 3112 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) J4 11 7/8" RFPI-400 @ 12"OC � BEND: {541}383-1828 2x6 HF#2 @ 16"OC DENVER: (720)560-2269 B4 51/2 x 11 7/8"GL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) J5 7 1/4" PT 2x8 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC froelich-en mee 60 2 W4 10'-2"&LESS (TYPICAL (PARTY WALL) (PARTY WALL) (PARTY WALL) PARTY-GARAGE WALL 9 B5 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) J6 5.5" 2x6 HF#2 @ 12"OC ' CONSTRUCTION) ' JOB# B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) J7 11 7/8" 1 3/4"1.5E LVL @ 16"OC W5 10'-2"&LESS 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC TYPICAL CONSTRUCTION - B7 51/2 x 15"GL 6x6 HF#2 J8 11 7/8" (2)RFPI-400 @ 12"OC B8 PT 51/2 x 15"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) 3 B9 5 1/2 x 21"GL 6x8 HF#2 B10 6 3/4 x 21"GL 51/2x71/2 GL POST SHEAR WALL SCHEDULE TYPE SHEATHING-NAILING SOLE PLATE RIM JOIST MUD SILL PLATE AND COMMENTS NOTES: SI "14 611 51/2 x 9"GL 4x6 CRIPPLE AND(1)2x KING CONNECTION TO RIM CONNECTION TO ANCHOR BOLTS(REF 1. REF BEARING WALL SCHEDULE FOR WALL TYPE. B12 PT 51/2 x 11 7/8"GL BALANCED REF PLAN l 3 " "JOIST DOUBLE TOP PLATE NOTE 6) 2. UNIQUE WALL FRAMING CALLED OUT ON PLANS. 6 4044N44, 4117 B13 PT 31/2 x 11 7/8 GL REF PLAN STD 7/16 APA RATED SHTG 0.148x3 COMMONO!6 0.148x3 TOE NAILS @ 2x PL W/5/8"DIA AB @ 42" SEE NOTE 11 3. STUDS SHALL BE ALIGNED FROM FLOOR TO FLOOR. BEAM SPECIFIC NOTES: (1)SIDE W/8d NAILS @ OC LTP4 @ 48"OC 8"OC&SIMPSON LTP4 00(EMBED 7")(OR SIMP &12 BELOW - 6"OC EDGES&12"OC @ 48"OC MASA) 717-T:',174 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. FIELD \ 1•�i �` O M 100-=�A 7/16"APA RATED SHTG +.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 24" SEE NOTE 11 "a EI O M M►0S' +, '� ' - ' 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END UNLESS NOTED (1)SIDE W/8d NAILS @ OC LTP4 @ 48"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW a. '� SHEAR WALL EDGE NAILING a. SHEAR WALL EDGE NAILING # OTHERWISE IN THIS TABLE OR ON THE PLANS. 4 OC EDGES&12 OC @ 32"OC MASA) 0 0 FIELDI i- Atti ty4,0 B 7/16"APA RATED SHTG 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 18" SEE NOTE 11 0 I CONT DBL 2x TOP PL 0 I CONT DBL 2x TOP PL FOOTING SCHEDULE (1)SIDE W/8d NAILS @ OC LTP4 @ 36"00 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW I IEXP f .. Milt 3"OC EDGES&12"OC @ 24"OC MASA) WALL STUD SIZE&SPACINGIWALL STUD SIZE&SPACING FIELD SIZE REINFORCING NOTES REF BEARING WALL SCHED I, REF BEARING WALL SCHED 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG:{2)#4 BOT C 7/16"APA RATED SHTG *.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 3x PL W/5/8"DIA AB @ 12" SEE NOTE 11(2)SIDES W/8d NAILS OC LTP4 @ 24"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW �1- c�TRANS:#4 @ 18"OG BOT " 10All ► -�.:� � @ 4 OC EDGES&12" @ 12"OC MASA) ►�� ►�1 I" I DBL STUDS AS REQ'D BY = I z 2 . 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT OG FIELD i'"^+i"'�- _ U TRANS:#4 @ 18"OC BOT D 7/16"APA RATED SHTG 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 3x PL W/5/8"DIA AB @ 10" SEE NOTE 11 0 w I SCHEDULE 0 w I ¢ 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT (2)SIDES W/8d NAILS OC LTP4 @ 12"OC 6"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW p = z @3„OC EDGES&12" @ 9"OC MASA) !, p ¢ I p TRANS:#4 @ 12"00 TOP&BOT OC FIELD ¢ ' I co ¢ a I D 4 2'-6"x 2'-6"x 10"THICK (3)44EA WAY-EQ SPACED BOT 1, �`•--- --'���- A 5 SHEAR WALL GEN f L ,• ( -`L ABL O ' L E LL TYPES): ►I M.V. IM. , 5 3'-0"x 3'-0"x 12"THICK (4)44 EA WAY-EQ SPACED BOT 1 IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12"OF EACH END AS PER OSSC SECTION 2308.6. ISHEAR WALL SHTH REF PLAN& liSHEAR WALL SHTH REF PLAN& 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT I SHEAR WALL SCHEDULE AS2 SHEAR WALL FRAMING IS TO BE 16"OC UNLESS NOTED OR DETAILED OTHERWISE. IOCCURS SHEAR WALL SCHEDULE AS LONG:(3)#4 BOT NOT USED ON THEOCCURS 7 2'-0"WIDE x AS SHOWN x 12"DEEP TRANS:#4 @ 24"OC BOfi 3 SHEAR WALLS ARE TO BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OR DETAILED OTHERWISE. s CLUB HOUSE I, ANCHORAGE TO FOUNDATION I ANCHORAGE TO FOUNDATION 4 ALL NAILS STATED ARE COMMON NAILS UNLESS NOTED OTHERWISE.8d GALVANIZED BOX NAILS MAY BE SUBSTITUTED FOR THE 8d COMMON NAILS. a I OR FLOOR,REF PLAN a. I OR FLOOR, REF PLAN 8d=0.131 x2-1/2" -I I 2x OR 3x SOLE PL REF PLAN p 2x OR 3x SOLE PL REF PLAN p HOLDOWN SCHEDULE v} i ca 10d=0.148 x 3" -1�F &SHEAR WALL SCHEDULE P,1_311 &SHEAR WALL SCHEDULEtMARK HOLDOWN ATTACHMENT ATTACHMENT TO POSTS COMMENTS OP-1:1'1=1OM ISQ FOUNDATION UNO ON 16d=0.162 x 3-112" `` I SHEAR WALL EDGE NAILING 1 SHEAR WALL EDGE NAILING PLANS OR DETAILS 5 LTP4 PLATES SHALL BE INSTALLED W/(12)0.131"x 2-1/2"NAILS. W - NOT REQUIRED 6 ANCHOR BOLTS SHALL BE GALVANIZED&SHALL HAVE A 1/4"x3"x3"GALVANIZED PL WASHER BETWEEN THE SILL PL&NUT. NOTES: NOTES: (n ANCHOR BOLTS SHALL BE PLACED SO THAT THE EDGE OF THE PL WASHER IS 1/2"MAX FROM THE SHEATHED FACE OF THE WALL. 1. REF ARCH FOR WALL FINISHES, FURRING, ETC. 1. REF ARCH FOR WALL FINISHES, FURRING, ETC. W 1 SIMPSON HTT5 (18)0.162x3 1/2"NAILS USE SIMP.SSTB24L INTO (2)2x STUDS PROVIDE#4 DOWEL W! p W WHERE SHEATHING IS APPLIED TO BOTH FACES ALTERNATE ANCHOR BOLTS OR SIMPSON MASA-SEE DETAIL 7/S5.1 FOR STEM WALL. USE 5/8"DIA MIN STANDARD HOOK @ EACH ANCHOR BOLT PL WASHER REQUIREMENTS. 2. REF ARCH FOR ADDITIONAL REQUIREMENTS 2. REF ARCH FOR ADDITIONAL REQUIREMENTS ASTM A36 HEX HEAD A.B. HOLDOWN LOCATION TO MAINTAIN FIRE RATING. TO MAINTAIN FIRE RATING. O EMBED 8"INTO FTG.W/ 7 PENETRATIONS GREATER THAN 4"WIDE x 4"TALL IN THE SHEATHING OF SHEAR WALLS SHALL NOT OCCUR UNLESS APPROVEDo c4 I o 1/4"x3"x3"PL DBL.NUT WASHER OT. NAILED. TYPICAL PENETRATIONS SMALLER THAN 4"WIDE&4"TALL SHALL BE BLOCKED ABOVE&BELOW(STUD-STUD)&EDGE E"' W BE TYPICAL WALL CONSTRUCTION WI & W2 PARTY WALL CONSTRUCTION W3 w w OF THREADED ROD WHEN 8 SIMPSON MASA SHALL BE APPLIED DIRECTLY TO SILL PL.DO NOT ATTACH LEGS OVER SHEATHING.DO NOT ATTACH LEGS TO (tp 0 rnp NO STEM WALL OCCURS. STUDS. ' ' t y 2 SIMPSON HDQB (20)1/4"DIA.x 3"SIMPSON SIMPSON PAB7(9"INTO (3)2x STUDS PROVIDE#5 DOWEL W/ 9 SEE DETAILS 3/S5.1,5/S5.1 6/S5.1,7/S5.1,&1/S6.1 FOR TYPICAL SHEARWALL INSTALLATION. I..LI p z W o 8 SDS WOOD SCREWS FOOTING) MIN STANDARD HOOK @ EACH I- 0: z a o HOLDOWN LOCATION SHEAR WALL SPECIFIC NOTES: ? Z Q 3 SIMPSON (38)0.148x3"NAILS TO DBL. - (2)2x STUDS -- 10 FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR GREATER&NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE W � 8 O Q MSTC66B3 STUDS&(14)0.148x3 NAILS MIN WITH 0.148x3"@ 4"OC STAGGERED). 1 BEARING WALL CONSTRUCTION o 0 a w TO SIDE OF BEAM&(4) W w O > 11 FRAMING AT ALL ADJOINING PANEL EDGES&SOLE PLATES RECEIVING EDGE NAILING ON BOTH SIDES SHALL BE 3"NOMINAL OR GREATER SCALE:NTS 0 ¢ p 0.148x3 NOFLBSETMBOTTOM AND NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE WITH148x3"@ 4"00 STAGGERED)OFFSET SHTG JOINTS TO FALL ON S1.3 ,' (0 - p DIFFERENT DOUBLE STUDS. ¢ 032 4 SIMPSON MST37 (11)0.162x31/2"NAILS AT --- (2)2x STUDS --- SIMPSON LTP4 CLIPS @ Q a o j TOP&BOTTOM(CENTER MIN 12 SOLE PLATE CONNECTION TO RIM JOIST ARE NOT REQUIRED IF UPPER WALL SHEATHING IS CONTINUOUS& &ma STRAP ON FLOOR CAVITY DIRECTLY EDGE NAILED TO RIM JOIST. (22)TOTAL NAILS) 5 (2)SIMPSON (17)0.162x3 1/2"NAILS AT -- 4x MIN PLACE ONE STRAP AT MST48 TOP&BOTTOM(CENTER EACH SIDE OF THE WALL. PERMIT STRAP ON FLOOR CAVITY (2)TOTAL (34)TOTAL NAILS)-ONE AT ;c I• O H • SUBMITTAL 6 SIMPSON MST48 (17)0.162x3 1/2"NAILS AT -- 4x STUDS MIN - TOP&BOTTOM(CENTER STRAP ON FLOOR CAVITY (34)TOTAL NAILS) 7 SIMPSON HD12 (4)1"DIA STUD BOLTS SIMPSON PAB7(9"INTO (3)2x STUDS PROVIDE ANCHOR ROD REV DATE ISSUE TITLE FOOTING) MIN COUPLER 3 03/20/2018 STRUC REVISIONS .aT : 1, DBL STUDS SHALL BE LAMINATED TOGETHER WITH 0.148x3"NAILS @ 4"OC FULL HEIGHT(TYPICAL) WHERE STRAP HOLDOWNS DO NOT ALIGN WITH HOLDOWNS BELOW,EDGE NAIL SHEAR WALL SHEATHING TO DBL STUDS BELOW 2, WITH 0.131x21/2"@ 4"OC 3, INSTALL HOLDOWNS AND HOLDOWN ANCHORS PER MANUFACTURER RECOMMENDATIONS 4. SEE DETAILS 3/S5.1,5/S5.1,6/S5.1,AND 5/S6.1 FOR TYPICAL HOLDOWN INSTALLATION. PROJECT MANAGER: CN DESIGNER: YS DRAWN BY: FCE-ENG-10 PROJECT NO: 17-T174 DATE: 12/15/2016 SCALE: AS SHOWN 12 PLEX BUILDING - UPHILL SHEET TITLE: SCHEDULES AND NOTES SHEET NUMBER: • S1 . 3 e44,-,„:„A" x „ FROELICH ENGINEERS PORTLAND: (503)624-7005 BEND: (541)383-1828 DENVER: (720)560-2269 froelich-engineers.com JOB# 17-T174 so i,k too cr RT oui rti44 21 22 I24..� T C2 ) \\•,, __."1 4.s t* oltitp,. ",„5,412 '*,,,, I - ., it * 4 . f f t f f s € f FOR FRAMING, f i f i REFERENCE O1 r SHEET S2.5. a f � f I � I f ► f ' 1 f t I • f � f � f 11111111 . li f TO PLATE 1` , S • � IMO I } �■■■■■ FOR SHEAR WALL& 0 < MEL Eli ` INN ° HOEDOWN OF LEVEL 03, W P III � y-' , -~ ;, I REFERENCE SHEET 52.5 `�, f � ,- f W w FOR FRAMING, o REFERENCE (2.or c al o o11 t - .�.E,�c. . SHEET S2.4. awl 1 n ce -` � --I f s S2.4 � ~ I. - Wits iris ``*.. _ L - a it t i _._ ____ __ ___ __ 3LEVEL �[` \� �. z ill to� IMIMMIMMMIMIIIIIMIMIi4111111% r4 Z 1- 0) N � 0 0 } < T I III Lii ` , ..�■■. I _ eur; l Q L.1.I _ , Len BEf - ! i iII HOEDOWN OF LEVEL 02, _ J O 0 I REFERENCE SHEET S2.4 O i FOR FRAMING, Et w P. I I REFERENCE _____ i •- +ac tiw�r zea.mum ' s , SHEET S2.3. �� /j I S2.3 . _ PERMIT i= 'iI "`„�,,, i ,,,. _- iii , ,, f _ LEVEL 02 _5? SUBMITTAL { by FOR SHEAR WALL& f i HOLDOWN OF LEVEL 01, • I T T I I ��� REFERENCE SHEET S2.3 REV DATE ISSUE TITLE f IIII i t i a�ll II f 03/20/2018 3TRUC REVISIONS ' !' FOR FRAMING, 1 . REFERENCE f I( f f SHEET S2.1. `f i L' f I1`— f ) S2.2 , .4-<1°'-'‘';:r5'.."-:.:7:4 tf i it f j --- ' mmumemisaligifilini LEVEL 01__s PROJECT MANAGER: CN - I. DESIGNER: YS 4 ,,__ FOR SHEAR WALL& _ DRAWN BY: FCE-ENG-10 I _ HOLDOWN OF LEVEL 00, _ f ■1 i .!•11.1■■■■�`* REFERENCE SHEET S22 PROJECT NO: • 17-T174 4 �. DATE: 12/15/2016 f -77,7"4:" - = 1 o SCALE: AS SHOWN \ i111 V i 0 1 11 1 S2.1 f f1 i ., `., `- - r� # I I at Its.- 1 • fl1E r `' f1111;. 12 PLEX BUILDING - ,` f 1 LEVEL— — - — — — - - . d Al - - .. •:. -. • • UPHILL _4 A SHEET TITLE: 1 12 PLEX UPHILL - FRAMING & SHEAR WALL MAP FRAMING & SHEAR s2.o 16-T1001/4"= 1'0" WALL MAP SHEET NUMBER: S2 . O FOUNDATION 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 REGARDING THE APPLICATION OF DETAILS 1 ARE ENCOUNDERED,NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION INA - TIMELY MANNOR PRIOR TO BID OPENING. 0 -• 7 "�to._ C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 2/S5.1 :6,0 O STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1/S5.1 tt E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. F R O E L I C H ENGINEERPO RTLAND: (503)624-70 KEYED NOTES PO BEND: (541)383-182806 DENVER: (720)560-2269 29 PT 6x6 HF#2 COLUMN.SEE DETAIL 13/S5.2 froelich-engineers.com 4"CONC SLAB ON GRADE W/6X6-W1.4XW1.4 MESH OVER VAPOR BARRIER PER JOB# 171174 37 ARCH OVER SUB-GRADE PER GEOTECH 51 USE SIMPSON ABU POST BASE BEARING ON FOOTING W/5/8"DIA SIMPSON STRONG-BOLT 2 WEDGE ANCHOR(5"MIN EMBED)OR CAST-IN ANCHOR BOLT(7" MIN EMBED). REF 13/S5.2 SIMILAR. XA 0 XE OCT FOOTING SCHEDULE SIZE REINFORCING NOTES ti „ 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 80T *411/44 "472 ..,,, I TRANS:#4 @ 18"OC BOT 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 80T TRANS:#4 @ 18"OC BOT „ ; 3 3'-0”WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&80T , ` m ,, .4. r 1 TRANS:#4@12"OCTOP&BOT GI — -- — — — — — -------- — — — - - - -- - - - - - - _ � ____ -- _� 4 2'-6"x 2'-6"x10"THICK (3)-#4 EA WAY-EQ SPACED BOT ' . ' <° 5 3'-0"x 3'-0"x 12"THICK (4)-#4 EA WAY-EQ SPACED BOT P.�� S I I 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT e 7 2'-0"WIDE x AS SHOWN x12"DEEP LONG:(3)#4 BOT NOT USED ON THE TRANS:#4 @ 24"OC BOT CLUB HOUSE ., T_ r 1 . O 0 0 0 0 0 0 IO O O D 0 6 D " a 0 a 4I. I a a 4 REF 1/S2.2 FOR UPPER a O FOUNDATION IN THIS AREA. a w 4 IAlik 3 ® • REF DETAIL AS REQ'D 20/S5.2 FOR I ° AS REQ'DHI FOOTING SIZE (in 4 . 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IF QUESTIONS REGARDING THE APPLICATION OF DETAILS THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS g ARE ENCOUNDERED,NOTIFY THE ARCHITECT J ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNOR PRIOR TO BID OPENING. REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE , C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 21S5.1 ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR_ TO BID OPENING. x D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1/85.1 C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. OTHERWISE F R O E L I C H D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEERS ?, THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 •T • • H - S DT' 4 6. BEND: (541)383-1828 E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS(OR(3)2x4 STUDS DENVER: (720)560-2269 fraelich-engineers.com AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION,TYPICAL UNLESS NOTED JOB# 174174 OTHERWISE. F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) 41) 111) CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL XA I 21S6.1 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT A NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER U TU 4 TV a --- 4 0 5 --- a AISC CODE OF STANDARD PRACTICE. - . I I 4 4 r-; I I I 5 - hON' 4 KEYED NOTES . ,,,t, I • I I • I s5.1 ---� 55.1 I is I I ■ f ! r`__` I- --� ,r-.. W1 TYP ( I 9 I W1 � 1 1 1/4"MAX GYPCRETE OVER 3/4"APA RATED SHEATHING. bet - L _J Ir_-_� 7 I • ( L__J �__--� 23� f I I • I 7 l3\ _� 0 - - 0- jai NV - r - .1 „� - 4 55.1 I - ( - - ( L - - - - 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC I I I j-'- L-J L� -,..,,,....- --J t_ I 15 SIMPSON CMSTI4 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE(2)ROWS ,; '�* � WI I 5 I S5.1 © _ W1 I 0.148"x3"NAILS @ 51/4"OC. 7 7 _••J r 26 j r W1 -_r----L. - "'L J I- 26 1 16 3 1/2x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2" r�..w� -.nn- I I 7 I I- -' e., -�^^'� I 55.3 I FLOOR DEPTH CONDITION.) `. :_'`,, 55.3 f Ling -- I TYP I I I I 17 SIMPSON CS14. STRAP 3'-6"OVER DRAG BEAM W/(2)ROWS 0.148"x3"NAILS @ t6" r-- -i L J L I r- .--, r _ I I CC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS I �`I I- r 81 r-' B1 _- B1 -- B1 BI -`-` BI -_- B1 ( BI FBI Bi B1 B1 1 B1 B1 -- B1 ( B1 @ t6"OC.SEE DETAIL 14/S6.2 AND 20/S6.2. _-1---1 B3 �B�3'` ® B3 Bt ® ® ® L__j iI- _L20 2xSPACEDDECKING LLr 11W1 L__J L__J L__J 17 1 `I o _ 4 4 L 2 J 4 4 4 4 -1 22 21 ALIGN BEAM WITH WALL ABOVE `- `i EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ S5.3 Q 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO 4x BEAM. / r / �r ,� ,� / // / / ,�---- / ,� / // / ,� // / / �- 8 28 4"CONC SLAB W/6X6-W1.4XW1.4 MESH EA WAY OVER VAPOR BARRIER ON TOP OF S5.1 r- � 17 --1 PT 3/4"APA RATED SHEATHING,SEE ARCH. WI S5.2 29 PT 6x6 HF#2 COLUMN.SEE DETAIL 13/S5.2 W1 I 2 G -1 2 W1 30 SIMPSON HUCQ-SDS HANGER - 17 14 28 2 17 14 28 35 6x6 HF#2 POST W/SIMPSON ECC OR CC POST CAP. W2 t� I S5.2 S5.2 7/8" 2 S5.2 S5.2 �� 10 14 39 51/2x11 GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION A C15)\ W1 W2allW2 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR- ' " '2 %N,�� S5.1 55.2 2 VP 241 PT 6x6 HF#2 COLUMN. SEE DETAIL 15/S6.2 1---4I , r I r + r I I r I" Cf) 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. I i I I r l r ---T '-' rT 7-1 ---T1 r I" T'T rT T-11 Mk 46 51/2 x 18"GL RIM,OVER THE BACK WALL OF GARAGE.TO BE CONT OVER WALL 21 a I m M It ' TV 0- .G R , S. . W E... 1117 . 28 14 M a I-"- '-1 /\ 48 SIMSON CS14x6'-0"CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM (/) I --� 1,-- ICIEF A. /s JOIST. USE(2)ROWS 0.148"x3"NAILS @±6"OC. W w M C o y II I I � 49 SIMPSON HGLT6 TOP FLANGE HANGER GALVANIZED.H=DECK JOIST DEPTH+GL `� -I 14 I I L-_ BEAM r = a .° Q Q d AI- Q II a ; 50 5 1!2x6 GL COLUMN.W/SIMPSON CC COLUMN CAP it F- "' 46 v NLu 0 V © m 48 • a.4 4 a a �a a 4. 4 a - a Al, a -' ^ ,�J -_ ` ell w�^ a. 1•14 .4 .. .- 8 I� �� ill.. M. +! 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S6.1 IB3 TYP 88 PT 51/2 x 15"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) SUBMITTAL _ 1-, I 1 B9 51/2 x 21"GL 6x8 HF#2 • I i I ( L! ) �IJ I I 1 i i B10 6 3/4 x 21"GL 5 1/2x7 1/2 GL POST c I 1 m 6 BI1 51/2 x 9"GL 4x6 CRIPPLE AND(1)2x KING T i I 6 _I S6.1 6 I I 56.1 B12 P15 1/2 x 11 7/8"GL BALANCED REF PLAN REV DATE ISSUE TITLE I"I 1 S6.1 I I SI • r-r B13 PT 31/2 x 11 7/8"GL REF PLAN 03/20/2018 STRUC REVISIONS I•'t Li SIM I I , BEAM SPECIFIC NOTES: M 11111111, I i 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. m i i L_J I Cl L ` " ` .2-SUPPORT BEAMS WITH(1)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS �__,I I NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. 10 10 1 I If 6 S6.1 56.1 17 i 17 0 PROJECT MANAGER: CN JOIST FRAMING SCHEDULE Alk 56.1 , S6.2 I 56.2 ; 56.1 C 13 DESIGNER: YS i I / DEPTH JOIST TYPE AND SPACING I I I J1 11 7/8" RFP!-400 @ 19.2"OC DRAWN BY: FGE-ENG-10 ,-_..1 I V I I PROJECT NO: 17-T174 � ICD J2 11 7/8" (2)RFPI-400 @ 19.2"OC Y7 I e 4DI '_ -- -__- l _ I � ID r J3 11 7/8" RFPI-400 @ 16"OC DATE: 12/15/2016 i I I I 1 1 L'- I J4 11 7/8" RFPI-400 @ 12"OC SCALE: AS SHOWN I 1 22 -'J 20 �, I + U © I vJ5 7114" PT 2x8 HF#2 @ 16"OC L III24 - _11--- - 56.2 - (22) - - _ J6 5.5" 2x6 HF#2 @ 12"OC I J5 rTh j!A IJ J7 11 7/8" 1 3/4"1.5E LVL @ 16"OC --..",..^.w.- �^D D D 1-1-----n--11 ----� ® ' 20 i`ii� -L 1 n n C_-jr...r.newv\n,- J8 11 7/:'l ) - P-40 @ " •G 12 P L EX BUILDING Nry7 7 Q H1 TYP �� B6 39 I B6 v pNI UPHILL s6.) -,�la_1;-=;J --- ' FOOTING SCHEDULE 1 Nr SIZE REINFORCING NOTES S6.1 23 - - _ - - CD Aebk 130 S6.1 S6 2 - - S6 2 1 1-6„WIDE x AS SHOWN x 10 DEEP LONG:(2)#4 BOT SHEET TITLE:('� f�;� 0TRANS:#4 @ 18"OC BOT FIRST F L V O R B1 4 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT 15 TRANS:#4 @ 18 OC BOT , 6.2 30 P F S3.1 FRAMING P LAN S6.2 I LONG:(5}#4 TOP&BOT �•.. =, 3 3'-0"WIDE x AS SHOWN x 15"DEEP TRANS:#4 @ 12"OC TOP&BOT X q �i'� 16 �Oi 9 0/�/`1 S6.2 �•a 4 2'-6"x 2'-6"x 10"THICK (3)44 EA WAY-EQ SPACED BOT A FLOOR JOIST FRAMING UPDATED XB SIM XD 5 3'-0"x 3'-O"x 12"THICK (4)44 EA WAY-EQ SPACED BOT /3\ DF STUDS AND COLUMNS CHANGED TO HF X411) HOEDOWNS UPDATED FOR HF STUDS 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT SHEET NUMBER: 7 2'-0"WIDE x AS SHOWN x 12"DEEP LONG:(3)#4 BOT NOT USED ON TRANS:#4 @ 24"OC BOT THE CLUB HOUSE - 1 FIRST FLOOR FRAMING PLAN 52.2 l 17-TI741/4"= 1'-0" R 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 AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS �Z REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE " . ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR , ` F ,? ` 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 ENGINEERS .1 THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 3 (IT • H S S D T 4 6. BEND: (541)383-1828 J J E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS(OR(3)2x4 STUDS DENVER: (720)560-2269 AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION,TYPICAL UNLESS NOTED froelich-engineers.com V OTHERWISE. JOB# 17-T174 XA XC XE F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS WI(1) So `a m CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL alltli30 PSF S6.3 2/S6.1 A.-.."-- 6 S6 2 23 n +• 0 TYP AT POST G THESE DRAWINGS AREDIMENSIONED FOR GENERAL LAYOUT AND NOT CD S6.2 0 Aft 19 24 ® 7 I NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE S6.3 19 ® CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER ® S6.2 il B1 S6.2 r 56.1 AISC CODE OF STANDARD PRACTICE. ■ S6.2 ■ PHI r� - 56.2 'B6 Ir TYP .8,-. 56.1 Q IIr'1 ., - � ,� KEYED NOTESro.;..,,,„..itetf Pt NROFi.;C_‘'4 C‘‘ 4 4441 ;/h 20miB4WA'1 __ t \ mU�� B8 © �-V--- r-������ kt- i ,14,- , - - +R� _ - - - ���!� 1 1 114 MAX GYPCRETE OVER 3/4 APA RATED SHEATHING.�r B1 . �. B13 20 El r-- 4__ 2 SIMPSON CS16 x 12-0 ," 9'-0"TO 1 314"x 11 7/8"BLOGKING BETWEEN FLOOR JOISTS/!!� �. ElliPl ,a , , ,� t , &3'-0"TO DBL TOP PL OR BEAM.USE(2)ROWS 0.148"x3"NAILS{a?t6"OG.Li �ii', Pr 0 v26 ; 13 °d Q 56.2 r-1 1 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. ° Fz.1 �� R. 1 I : 1 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC""' B11 '"_Iimh S6.2 ID '� B9 .. B9 1 �1 �' S6.2 TYP ® 0 i ' A\ 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK i51071411:6,.......:::::,,,e, Si 1 1 1_____J ; I I - I - 15 SIMPSON CMST14 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE(2)ROWS -�- I S6.2 m ,,:a i rMali S6.3 SIM S6.3 s 0.148"x3"NAILS a0 5 1/4"OC. .�i-p .,.W�;0 11 I 1 �__ __i II 16 31/2x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2" 6'-0" "Ti I I 1 ___�' r .- I 1 ( FLOOR DEPTH CONDITION.) LTJ I 10 10 """- 58 1 17 SIMPSON CS14.��STRAP 3'-6"OVER DRAG BEAM W/(2)ROWS 0.148"x3"NAILS @ t6" 16 I I ( OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS S6.1 56'1 i ; @±6"OC. SEE DETAIL 14/S6.2 AND 20/S6.2. S6.2 i i i 19 SIMPSON CS16, STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR I 1 El 1 i 1 © 1 6 ' JOISTS&3'-O"TO BEAM AND DBL TOP PLATE AT EACH END. USE(2)ROWS 0.148"x3"NAILS @±6"OC. II I !, fl) AIL I © o a 56.1 20 2x SPACED DECKING ! i ( aa m 0 I I II 21 ALIGN BEAM WITH WALL ABOVE I I I 10 E r'..,1.1 I I ::::/ I I 56.1 3 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO 4x BEAM. Z\ 1 0 ea r 0 I i f 30 SIMPSON HUCQ-SDS HANGER L wou_up� B7 �� 67 � I ( 35 6x6 HF#2 POST W/SIMPSON ECC OR CC POST CAP. Fuel L_-_.4 I 9 0 39 5 1/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION U) 1 S6.1 12 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR I 6.1 © S6.1 i �` ( 41 PT 6x6 HF#2 COLUMN.SEE DETAIL 15/S6.2 ( 44 PT(2)2x JOIST MIN.WITH SIMPSON NUC GALV. w W I B Al N 16 48 SIMSON CS14x6'-0"CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM 0 I0 NV tde 6 111,_ - Q B2 Q/AA1n. ► ,.,.ri B3 56 2 JOIST. USE(2)ROWS 0.148"x3"NAILS @ t6"OC. o S6.1 i L_ _ �� aM 49GALVANIZED.H DECK JOIST DEPTHL I- - - t� SIT . xxua seME�eRsSsez+nse ���-,mss......,,,,. !:4 =mss � , , w_ s ��� .�.�- SIMPSON HGLT6 TOP FLANGE HANGER +G 1 g co BEAM O �,/ QDe E ri)w 1 ro c� 50 51/2x6 GL COLUMN.W/SIMPSON CC COLUMN CAP L.{,., O m m Ca mW r z t 0 ,� „0-,9 Fimil o w HEADER/BEAM SCHEDULE LT � � o: �, O < - - - ! /i1- a��ir.:s�rers.:- css.a.�sci.rirz z: z�.�. H1 __ • s � _ «:. z:+.srs.z : .c.c�,s - r. :.ra �zaz�i t. M _ - I1, W a .i initimilmiirk .1,.. " '�,r •"�', B3 "" ""----- _'"----'1 HEADER/BEAM SIZE POST/COLUMN TYPE(UNO) W W0 > Q j""I II 1 i ; O O =el I'r 4-m v ! It � �__-_ ® H1 4x8 DF#2 (1)2x6 OR(2)2x4 CRIPPLE AND(2)2x KING �,�„ J O! 1it I B1 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING "� 0 O M i - AI LL. < - 1 > 30 I 12 1 Alik I . B2 6x6 DF#2 (2)2x6 OR(3)2x4 HF#2 w 10 56.1 --- 9 S6.2 A B3 31/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) { S6.3 S6.1 I 56,1 1 B3 S6.1 1 = B4 51/2 x 11 7/8"GL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) I _� PERMIT i I .�C _�wlw IAI�pl111 ����- 1 I B5 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS} 1 I ! i ___=====y 0-171 , OW A B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) SUBMITTAL ( i 111/1111V 667 51/2 x 15"GL 6x6 HF#2I ,_.. 1 3 'Wier 6.1/ 68 PT51/2 x 15"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS)16 .111141 ., 56.1 # I AB9 5112x21"GL 6x8HF#2.01 -1-1._ak_ L A - Ig.'.4 4 Ur I : J� 6--w--- S6.1 '' ,ffti iiivirLui . DATE ISSUE TITLE II B10 63/4 x 21"GL 5112x71/2 GL POST REV B11 51/2 x 9"GL 4x6 CRIPPLE AND(1)2x KING =: *OW03/20/2018 STRUC REVISIONS __. ....i•_. . _ -- II ' i B12 PT 51/2 x11 7/8"GL BALANCED REF PLAN .,: � ' 110 r . 0 813 P131/2 x 11 7/8"GL REF PLAN 10 10 __ _ i BEAM SPECIFIC NOTES: 1 1 ° 1 ° 6 i $6.1 # 56.1 I 10 I 1-USE COLUMN INDIGATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. I S6.1 ' 56.1 1I 1 ! S6.2 S6.2 2-SUPPORT BEAMS WITH(1)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS i... i t1 !� NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. PROJECT MANAGER: - CN ! 1 1 , Ii - _ DESIGNER: YS m i _, 3 JOIST FRAMING SCHEDULE DRAWN BY: FCE-ENG-10 I I PROJECT NO: 17-T174 1 -- - .1 -I '�� j;•I =�" - - -- -�- �. TI Gm , DEPTH JOIST TYPE AND SPACING DATE: 12/15/2016 n ? 0 J1 11718" RFPI-400@19.2"OC II il - F- 1 1 1 I SCALE: AS SHOWN - - - L- .��•�__ - ..,-L1........ - i - __ S6.2 SMI - 1 �_ �( - $6.2 - �. - - - J2 11 7/8" ORFPI-400 @ 19.2"OC __ _ - _ _ __ _____ ® I - el •t J3 11 7/8" 2 RFPI-400 @ 16"OC H1 TYP I = _ © Al ,© ' '�-•-•( JT1J * I �ii'J @ J4 11 7/8" RFPI-400 @ 12"OC Nor � r Nr L -I 1 B6 ' B6 L J , © J5 7114" PT 2x8 HF#2 @ 16"OG _. _____ ! _; ,� ■, ,� ■ .c�. I _ '-�_- 7 12 PLEX BUILDING - S6.1 S6.1 TYP © _ - i 56.1 J6 5.5" 2x6 HF#2 @ 12"OC 6. CO , 07i ( S6.1 _ _ - _ � S6.1 J7 11 7/8" 1 3/4"1.5E LVL @ 16"OC UPHILL S6.2 S6.2 J8 11 7/8" 2) - P-401 @ ' •C I © SHEET TITLE: 15 I 15 � S6.2 NV S6.2 SECOND FLOOR , )(."-OA , , , FRAMING PLAN XB XD XE A FLOOR JOIST FRAMING UPDATED /3\ DF STUDS AND COLUMNS CHANGED TO HF HOLDOWNS UPDATED FOR HF STUDS SHEET NUMBER: (--1- SECOND FLOOOR FRAMING PLAN 2.3 / SCALE: 4 1/4"=1'-0" . S 2 17-T17 . /4 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 n -- -'- AND CONDITIONS NOT SHOWN THAT E SIMILAR TO THOSE ` - THAT ARE SPECIFIED SHALL SPECIFICALLY BE ASSUMED ONE AND THE SAME. IF QUESTIONS - ' REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED NOTIFY THE 4 - ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR * ,° 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 EN C I N E E R S n THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 N•TE II OT E-WI S .S E DET'IL 4 S6. BEND: (541)383-1828 3 E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS(OR(3)2x4 STUDS DENVER: (gine720) rs.co 560-2269 ftoelich-engineers.com AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION,TYPICAL UNLESS NOTED JOB# 17-T174 OTHERWISE. 4 v/� F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) /� XE l CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL 11) / 2/56.1 lei 56,2 23 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT 6 23 15 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE S6 2 0 S6.1 S6 2 0 S6 2 CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER U � G41 AISC CODE OF STANDARD PRACTICE. �' 03.4 PR B6 11 v 0 �► On- B6 ©► , 0 - ,,,__,, - __- __ _ Q S6.1 p p I r I-- _ p S6.1 KEYED NOTES . .i m t 20 -- -- `�""" 6 H1 -lyp V V i v 3 1 1 1/4"MAX GYPCRETE OVER 3/4"APA RATED SHEATHING, - - - - ®_ - 1 - .� �..-_ ( - - pre 1 .�.rr-oofte s. +r--r- -�*�� 2 SIMPSON CS16 x 121-0",9 0 TO 1 3/4 x 11 7/8 BLOCKING BETWEEN FLOOR JOISTS A. r 1 22 Mill � ,,,� 20 � &3-0 TO 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. 1..._ 56.2 � - ------- -- 4.... A :: ; 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC I / 3'-0" 3'-0" ® 56,2 0 ® 0 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK 0 15 SIMPSON CMST14 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE(2)ROWS �G . 0.148"x3"NAILS @ 5 1/4"OC. 1 16 31/2x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2" FLOOR DEPTH CONDITION.) il 1 . 1i 10 = I 10 17 SIMPSON CS14. STRAP 3'-6"OVER DRAG BEAM W/(2)ROWS 0.148"x3"NAILS @±6" 1 , .S6.1 8 OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS ,,,,, %IF-_"_ . S61 S6.1 @±6"OC. SEE DETAIL 14/56.2 AND 20/S6.2. I 19 SIMPSON CS16,STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR >/ �� /� ® 1 JOISTS&3'-0"TO BEAM AND DBL TOP PLATE AT EACH END. USE(2)ROWS S6.1 111 j' i ,_�:��_ I I r`�+ r.--g I 6 0.148"x3"NAILS @ t6"OC. _____ I I I g ' S6.1 20 2x SPACED DECKING = 4 __".___..____ al i_.._ 22 ALIGN DRAG TRUSS W/WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF - I ' 1 _ ,,�� 260 PLF ALONG DRAG TRUSS LENGTH ^ 1 m "' `'� `'' k 39 5 1/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION 3 1 m I 1 ; 0 I I I m y 0 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR Flea 1 B3 S6.1 II ' __.�____� -_��_�_� _ �,h.�� ,�,�� ,. _®�,�,,_,"_____ =�..m_ _ � � =a .�.� 6x6 HF#2 COLUMN.SEE DETAIL 15/S6.2 //�� 41 PT 1PIP ® _ I 1 I I 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. 1 ,�-`- I I r_===aJ I .�► 48 SIMSON CS14x6'-0"CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM W H t m 21 I iii I '(� 111311 JOIST. USE(2)ROWS 0.148"x3"NAILS @±6"OC./ 1 1 W to If 1 S6.24 S6.1 I I F� 56.2 0 W S6,1 1 : maw I A I + ��� HEADER/BEAM SCHEDULE Z :. B3 ^Ill I z==�_ .g W=�....�,� l :tea B3 1...-...., I � I- w r 1 , ,4" .646,* - ,,,,�„�„s-,,,,,,_ _--_�.� 4 i u......a-- ** � � HEADER/BEAM SIZE / \ POST/COLUMN TYPE(UNO) - - - �.. - - .r s.�. .�-- �.�-�rz - --.rte - -a--. . . .�, �-. - - -- . .sem- �. �. -�:�.- -- ...rs�t =.P.M. �A...s�m..a-�.� �� - - - ��'�,// I - I j ( H1 •� 4x8 DF#2 (1)2x6 OR(2)2x4 CRIPPLE AND(2)2x KING lL.1� O 0 c� * 4 J 17 ( . •• B1 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING W >- z w to r ri I B2 6x6 DF#2 (2)2x6 OR(3)2x4 HF#2 Film Z H obi ® r 0 1 � Z u) a 1 I I I B3 3 1/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) i..l� u.(1) O - �., .. „ I _ , , , H1 �iI ( B4 51/2 x 11 7/8"GL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) UJ W tL�' p umj - - - - s = - = - .. .:srwr�s:rr�izs�s.x.�srw�.�rr.��z���- ..r�.zias�- - +i .cr.a-ar a.-���caa-az-��aacaaaa-a.�az-sc z-r - - - - _. - - _0 Q > �: - �, - B5 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) O ->F_,,. B3 v�n►�ry n i ct .,r. .. ..,�.4.�.... ..W.,�. 16!ry ffi B3 �.� I u� 0 "'J o -- _� �i �jAkk �-I r__� ® + B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) �1i/' Q O O Q } MIIIIIIIISE M I Al V/ �w LI I B7 51t2 x 15"GL 6x6 HF#2 rot W F- C- P. > 8 R I IA AAll i� BS PT 51/2 x 15"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) fa 6.1 w " S6.14. 9 S6.2 " I :190 51i2 x 21 GL6x8hF#2SIM !I B3 kS6.1 ' ®____ I 56 13//24 51/2x71/2 GL POST PERMIT 11'-'7! 3 I B11 51/2 x 9"GL 4x6 CRIPPLE AND(1)2x KING _.����� __�����_ �_ SUBMITTAL . , F.- i's"m "- _, .,s` 1 B12 PT 51/2 x 11 7/8"GL BALANCED REF PLAN 10 4 m k ® -- r ! i m 6 B13 PT BEAM SPECIFIC NOTES: 31/2 x 11 7/8^GL REF PLAN S6.1 y II - 6 1 56.1 Ala. ' 4 I r 6 r 1 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. © r, i 1 56,1 I 1 REV DATE ISSUE TITLE M 3 ra _ 1a r ,° 11..... _ N ,._„_ __ S6.1 r SIM �, /3\ 2-SUPPORT BEAMS WITH(1)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS mq..=.._ _,....._......1 L....._:.- . 2�. :: SIM - • I 03/20!2018 sTRuc REVISIONS r 4 I NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. el •A 1ED I t , JOIST FRAMING SCHEDULE 10 10 , , i L.-J • - ' • =1 ! 3 6 11 S6.1 S6.1 I /!i • /wZl� 10 DEPTH JOIST TYPE AND SPACING S6 1 i 1 1 S6 2 r I S6 2 S6.1 i d J1 11 7/8" RFPI-400 @ 19.2"OC PROJECT MANAGER: CN 1 I J2 11 7/8" (2)RFPI-400 @ 19.2"OC DESIGNER: YS 1 J3 11 7/8" RFPI-400 @ 16"OC • I _ B3 i DRAWN BY: FCE-ENG-10 i J4 11 7/8" RFPr-400 12"OC ® 1 @ PROJECT NO: 17-T174 J5 7 1/4" FT 2x8 HF#2 cr?16"OC I -....,=:;.....11............, DATE: 12/15/2016 1 1 1- ��I J6 5.5" 2x6 HF#2 @ 12"OC ri ` 'II I II " a @ a SCALE: AS SHOWN I 1 J7 11 718 1 3l4 1.5E LVL LW 16 OC PIP } L .�......r....■ ED I -4.1 S6.2� . . 1 ,I S - - J8 11 7/$" 2) ' P-401 @ rr •C inelowerwww _ /D ii _____ _ 12 PLEX BUILDING - 6 6 AM 6 _--1 __-__ .; -� B6 , ` 86 ,��if I i - 6 S6.1 S6.1 L ��It��.�.MI..r. N = I r 0 ____- ��� ' ink TYP ha 6 18 S6.1 UPHILL S6. 023 /E� Mk 0 S6.2 1 S6.2 - - - - - - - al S6.2 S6.2 SHEET TITLE: 15 I I d THIRD FLOOR S6.2 VP . FRAMING PLAN XA /3\ DF OR TUDSIST AND COLUMNS CHANGED TO HF.ING UPDATED XB XD XE HOLDOWNS UPDATED FOR HF STUDS SHEET NUMBER: 1 THIRD FLOOR FRAMING PLAN S2.4 SCALE: 1/4"= 1'-0" 17-T174 . S 2 ■ 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 %3-- -. 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 f 4: ARCHITECT I ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR - TO BID OPENING. ' e-. .4 :,. 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 ENGINEERS ! 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 XA A X E THEM TO THE BOTTOM CHORD THROUGH WEB MEMBERS. THE TOP AND DENVER: (720)560-2269 CO BOTTOM CHORD SPLICES SHALL HAVE THE CAPACITY TO TRANSFER THE froeiich-engineers,com AXIAL SHEAR LOAD. .108# 17-T174 7 571 S71 E PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DBL TOP PL BREAKS WI 2 (12)0.148x3"NAILS TO EACH SIDE OF DBL TOP PL BREAK(24)TOTAL NAILS. '• IDAlk . ►. r. 2 6'-0" TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL 3/S6.1. 6 S7.1 AIIII F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF NV .• =A TYP �.�,.�,.�.�.� =— 57.1 THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS .. ►O D •T RIS �■i ..r��� __ __ SIM 3 � � Mil _mom. T:� a i m I_ II=I. G SUPPORT ALL GIRDER TRUSSES WI A MIN OF{2}2x6 STUDS(OR{3}2x4 STUDS 11 .-ter•-r All,„,lcr AT 2x4 WALLS}AT EACH FLOOR TO FOUNDATION TYPICAL UNLESS NOTED _ 444 fl t �� ® TYP �� — — — OTHERWISE. USE SIMPSON LGT TIEDOWN AT GiRDER TRUSS TO POST BELOW, I 111 4A 41111111111111111111111 oe !:%:+:♦:♦i 'i�w�i�� =ii+i is�l�t ��!:�s�si:+:•:i:+:+: .+:+:♦:•+i:+:+i►; // ,� • •Oii*Oi�+1'?i►•>+i+s4 +i+0i +i+i+++►•r!•_!+s•,''i+♦_+O_O._+_O_00—...t.,♦O+Os+_00_O_Os_•._fOsO_+s+i►♦+♦+_iE H PROVIDE 4x8 MIN DF#2 HEADER AT ALL WiNDOW AND DOOR OPENINGS W/(1) ■' ���1 tilt :1:au.�1+1+�.i,fIf 9!„-1!111!1!i1! !!11�!♦♦f�♦i! ♦/i1!1 R I !iil11♦ �!/ ♦ + ♦ ► -lsi11llil1111111l1lIi!►!1i!!i!� CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL 111 1111.111=11.11111, t �.10�s�l����.°1�is�1t `;+A ,: O ri !!:!:!_!!_:::!:!:2e!t2:1 _:2:!:2s�:!e!:!:!:!e!:!:!:i} 2156.1 . :_.... . glty►'! !1��11,1.:� . ..+v.. G GC i i iii V.s.••��ri�vi%i�i►r 1 . ♦!,♦,s,♦,4�,1+t,P 13 — — '4,,,t,14.�1.�4tits �lsls,�i4+ss+,►s,Vii,♦lsss/f�,♦sss,s�l� l '. !!!ii!! ♦t�•�tY4>yi�111111►lllf 1!!11!!f�!►!iili!!� 1!00�►1+1� v' ,'l/s,' �aN+l+i+ii+l+i+i��i+i+i!•!.+!♦i•!+iii+i+ii+l+ii+i+i+i+.►t► ♦1!!i4 /4t, >1♦ 411.!!!i!!!t!111 ��1!!!1llf!11!!1!! 8 111!!!! 0101 ♦II +�►!i1!!!1►!t ♦!l11i1►11111Itf lig .` ... .40 4• .. ......1.... ,.1............. ; KEYED NOTES 11ll,�i1*►!it ♦♦I� ,>l1+1,!♦1,s,1♦♦�►1� 16 1l111,l,IIIf►s1,01,+,1,OtJ,4 •N1 / .♦44�i111l1!!►/ �1!!!i4 ��If:< 1 MP TYP 1 a ♦i :♦:+:+:+:+:+:+i►:�i ►:+:+:+:+:+:+�:+:+:t� '+fIV ^ tom �SJ*'s': 11111,1♦!♦1�►11, 1♦i,ii♦!,l l,�I♦ll 1,4,,f " A • #i,�►1!1!1!1►11/..!!♦!1!!i i 4 NAEL ROOF SHEATHING 70 DRAG AND GIRDER TRUSS BELOW W/MtN OF 0.131 x2 �` ' f•! ♦i,1♦!♦1,1,1,�,i♦I,I,i1♦i,111♦!,!lil/,� ► ►� ��;i•����������j�►����I • �i:+:+:+:+:1:+ii+:•:+:+:: �i1s�s /s4�ss�s1, t 1/2"NAILS @ 6"OC LINO ON PLANS !>++♦0+++�+♦0♦♦♦♦♦♦♦♦♦♦♦��+♦+♦+♦+♦+♦+�►i�s+♦♦♦+♦•♦+♦+♦+♦+•.♦+♦,, 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW.TRUSS TOP CHORD STEPS AT ROOF *1:+:+:+:+:+:+ 1i► i+:l:+:l:+:+:+:+:+:+:1:*i'� STEP. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 5,000 LBS TENSION AND ——— " L�I�ss ►' ♦OLS♦�Os�s�l�t.l�s�s,0,0�s�ss�1��s�s�s�l�s�s�♦�s�s�s! INN - �+l+O♦+,Ot +i+,+0,0+,0+,+,♦,+♦+,t►♦1+,+,+0♦+,+i'►f� +.+,�1�!♦,+,+,+,Ot� COMPRESSION. SEE DETAIL 8/S7.1 FOR ALIGNMENT AND CONNECTION TO WALL II O+s♦Os+ii�i+i+i+iii+i+i+i+i+i+i+if►+i+i+++i+ii+i►i►+++it.1►i+i'/�'.+NW I BELOW ° ♦ .111►+ice- . X11111►!!iillf f!!!ilii!♦ 14 A ,♦+ P.4.1 �Q I ss+sib►. `,.. �4.- No Q,♦♦!,♦,1♦sfpsss,1♦s♦.,sf�►f►,ss♦s,♦,s♦s♦ss; 6 GIRDER/DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS • ,,♦, , �1i�►�t► ,p1s•�,i,1,l,sllf It♦100+!♦I+IQIf X1.1.1.1+1,1,1Q, ,.�:moi: �-a- - r"" i ,••.. ♦:♦i♦:::♦:1:♦:::ii1:♦:♦s�i i♦:♦::♦:♦::� TENSION AND COMPRESSION. ►i!1!!/ • �O+i•O ���� I p t . I ! `.��i+!*OOI+pOOs+000♦fi+00♦♦O♦•O►iC. ►+i+ii+i+is q 8 SIMPSON MST48 CENTERED BETWEEN BOTTOM OF DRAG TRUSS AND TOP OF AI I .'i❖:•i•: ; , . p 0 n ►l+1/♦+♦♦♦/1♦♦1!11.1+♦+i+♦+f►♦!i♦i+♦+!♦1+1�► ♦!1!!+1•♦' DBL TOP PL. SEE DETAIL 9/57.1 FOR INSTALLATION 4 liliilillil•l�♦1111l�►►t�11!!t T ,t�♦�♦�♦�♦�♦�♦1,_J ..,...:a 4.A...a........� r.,..J +...«.«. I t 11!!1+1+1+1•i+1+tai*i1♦f►+♦+♦♦♦1♦+1+♦•♦•f►♦+♦♦♦+t�1,49 f-il " I !♦♦,♦,♦♦♦,♦♦♦♦♦ 8 I t Piks i!♦1,1,1,1,111fii t►♦!!f►1♦1,l,I,i,1♦l,If l/t @ 9 PRE-MANUFACTURED ROOF TRUSSES 24 OC I .!11111+ ,lllllll ♦lfillllli♦►!!; '+++•000+ i "' +:•:•:+:1:+:+ +:+:fi+:+:+:•:+:•:1:•i►:+:' 10 PRE-MANUFACTURED SCISSOR TRUSSES @ 24"OC(SEE ARCH FOR REFLECTED t I i:��:�:�:�:�:�:• M i . :: .+ .I `00: •«♦:♦5►+:+:•:+:+:+:+:•i►• I CEILING PLAN VAULT LOCATIONS , ,, , ��,*,,,,,f �•�„ 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAKpii _ � • �s,s♦�♦s1�!♦�Isls/s/ss♦ ®. . :�isi+i�♦+i•♦s' .__. Pr 3 _��," _�_ �..., �I�l�i♦I+i lii/i `t t OO 0 13 7/1 PA RATED ROOF SHEATHING ,... ....... ,_ _ ,1..4,474.41.-4,4rg...r.-, .111!1►11!! ss♦•+•♦++••+ .. `•++♦++++f•►++♦++++s'• ° t ® d 14 SiMPSON CS14, 3'-0"OVER TRUSS TOP CHORD WALL AND 3'-0"2x6 FLAT _{L7t+i�ili/i+i+i/i/.li/Ili' , ! i1 i ♦ i♦►Iii ,�•�•�+�•�•�•�♦�♦�+�+` �� p�,�st r----- 0 BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. ♦^ �♦ ►♦+♦♦♦♦♦♦♦♦♦♦♦+♦♦:* �♦•!++♦' ��mm� ®� 17 SIMPSON CS14. STRAP 3 6 OVER DRAG BEAM W/ 2 ROWS 0.148x3 NAILS ±6 �/J. ♦f♦t �� „ ( ) „ @ "i % �:� :�:� ei::mitnrll ► •��tx► OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS6 ♦++ 1) 4,41‘1 ,00L1 ►, ! OUR iI ' GIF@ t6"OC. SEE DETAIL 14/56.2 AND 20/S6.2. WAt__ sst %41, """ t" Q� EL-1 I.. -�� I ® 18 GIRDER TRUSS TO BE DESIGNED TO SUPPORT THE ROOF STEP. Cl) •• r ►:l�F�++111 le—t I 14441141h0•411444.40444:".04414444446 44‘401144/110 6"- W A.M. .. III UJ -43) , :i•i+ ii•"!i�ii� 0 ►•++ _ � ��"t`~ '�'' " '" �'"�+ tt 22 ALIGN DRAG TRUSS W/WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF o ��►! !♦ '�' sar�er_at arrs�r�trr..rza� ---- - -' --..... .. _..,.... ... s+.msr-...rs.r_s!e!r-rx�s..ess-� MIIIIIIIINW F_a_aaaa aaaa ,a�a..a - 1 I ,,, nor li 1 ••♦•♦!,•♦it►1♦ ►•,•,✓ I B3 6► - •N ►-:G S T Q 111011 1 �1l041� r o � 6 P. 1 Z\ 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO 4x BEAM.♦!!� —.., I /� cn Illi iii w w ��♦i1 t-� c . ���■� _iui t 27 SIMPSON MST37 CENTERED BETWEEN DRAG TRUSSES 1 �� R I 1 /� o 0 AI O38 PRE-MANUFACTURED GIRDER TRUSS p 0 v)1 1 ql l 1 t o- M-�I I w>- 0 tri a 1 .d t R oe Q® ® *� 45 DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSIONW WZ w 8GO _.. — staiNNIMMIMINE— a, _ ,�_ �������� ����_. � fAND COMPRESSION.CONT THE TRUSS OVER THE WALL AS SHOWN ON THE PLANIX tOy►,�M ..:_....�� PIRIP4P4PWAR a 1pt+1A�+► '►1rwR►r'rf � � .rw.i � r"Pr•-•.►+'� I �J..14 J 17 "if ki .1111,111)—/ : c`t�L 44 , ..,.- l ►w It i��'i�,4►♦fayLL w I.rt Q� �: ,,,,ia•44, 4 a < ' HEADER/BEAM SCHEDULE w s o w ► .ti+i+i+i't►i"�+i`. / Oif• ► t !i+i+i►i+i4. • 0 A.Alt� i �":�:��•. "�' TYp ������ c .�♦�s�♦��♦♦♦�4� HEADER t BEAM SIZE POST/COLUMN TYPE{LINO) > u� r J ix O Illar Mk Nllii�► t�lli� j /111 tiitf ! . m U •�•+•+�+-� 1 : a ++It f .tl+Ili+i+it►+i♦i' H1 4x8 DF#2 (1)2x6 OR(2)2x4 CRIPPLE AND(2)2x KING m ch z r...�� �e� il/l. .1111E _ a !i!!!!�!� II32 1 {Q }- Li.. .!!! !!1�►;►c�1!!!! ,ilii!f ►illiii►t ) •iiii+ii+i�►�c++i+i+moi+i0 t►+ii+i+i+«►i t ►♦♦♦♦+♦♦♦!♦!♦i�. 01 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING tlillllls6?i!/ ♦!♦ liiiii! .'00!•000Os+i's►<'a C� �•i+i '".. I i+ii+i00«+t t ►++1+♦!♦+♦+♦♦�` © • lliii!!4If i♦`+�'ii1! +• lIIII + Ir+!Qts�s♦s♦sls♦s,�ta ;As+s♦.�s♦sus,♦+s, '"" � 111114 i ♦!1!!i 82 6x6 DF#2 (2)2x6 OR(3)2x4 HF#2 _,t ,,♦♦♦,♦,♦,♦♦,♦,♦,� .>�,!♦l,ls♦lss♦.,., 11 ! I+Os•OO•►!f ►!!!!� 0 I "Y"'""�""°" 7 r /4.c+�+++t>••*+�+s+�, ►•cis+i+i+i+ii•i+i+i , t 1 t i - ► ++♦+Q♦++♦+♦+♦+♦+� ►+i+♦+i+it 83 3 1/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 i I I .•!- ..,,...►..,.�.3.►�.,,,.,1,.,.,.,.,.,.,yE t I .00❖.-.••.•,-.+f ►♦,♦,♦,.,. WALLS) PERMIT L, t: ♦♦♦II,I�i.IAIl/l1♦!l1lr �I�1Iil111!IE t ..� �.� ���. a.,, ��.A t "n--itr""_. t a.... ter• ` t€ $ I,, !!1♦t ►1!♦� 1!!t iOIO ��Ii+OOI�s:�i1f000001+♦+Olt. 1 +l+i+i+ii0�i+i`:�t ►+♦+!♦t 84 5112 x 11 778"GL 6x6 HF#2 4x8 HF#2 AT 2x4 WALLS .Ili /1iilti ililli!!!1!l♦ ; t Ii #* 4llIN!•ii/ :I 4 6 ►pp: { } i/♦if !!!!�►•Niiillill111 .A1lllilllll ►lt Alk ♦1,111/���i1!♦!*1 !♦!♦ill,!i♦!!Ii!♦1 ===_==:I t ♦!!!1!!!!!1/ ♦f 1,.,.,4W :0 ,t --� +:+:+:+ :+:+:+:+:+:+: 7/8" (4x8WALLS) SUBMITTAL Viir C) ♦- 85 7 x 11 PSL 6x6 HF#2 HF#2 AT 2x4 !�1•l+i+/+i+i`� /l/+i•••� �1�1�1�1�4�1�1�i�i�1�1�1�1+i1! M==�t ========= I ••..u.•.•.•.•.•.•.•.•.•.• ►t ti•:+:+:+:+:+:+:+:!►+: ` :+:+:+:+:•:+:+:+:+�4♦:+:+i`• I t t t:+:+v+.++:•:+:+:•:+:+:+:+:+:+in i 66 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ♦Illii!♦i.11iliil.11illillilii!!i/ ::_.=__====.t I 1 Tom""•"""- -- ,. 4..sl!♦♦1!♦ ♦s 0 ► 4/_,s;__lis,►.��1��� "«+i•i+i+i+i+i+i+i+�`+s+�+4` _t t<...� s i! t .♦:•:+:++ i+:+:+:+:+:•:*+moi''^'i 0...t, -�� -- � ���� ��. -- i+i+i+i+i+i+i +ilii+i+s+i+ "�?i0+i+i+i+i+0i+..•."'.°� .t,` ,1i11lli1i1111!i� 07 51/2 x 15"GL 6x6 HF#2 Milli! illiil, ►►vlililiililiiilii €_ t -_= t. O' ♦liiililliili/1.t +,+1!♦0+,+,+ ,+.i.0+♦+t ►'w+i+i+i+ilOi!!•s+i+!•i♦i+i+i+i+is. t OOOOi•OOi+i++1+♦+I+i+1•i+f +lIIIIi ilsit t l,isilsllilsiilllil. t t i tillss!!i♦il♦ill/ I B8 PT 5112 x 15"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ♦+♦+1+1+1+i+! +l+111++ f +l+1+1+!♦!♦1+1♦1+1+i+1+1+!♦!+l+l+. .•.,...-..,..-=.--..===f1( 1 z,;===_ =z s 111,111,1,♦!,111♦ll,I/ii1♦411$ I 'r'!;♦Ia1�1�i�1 st� / Il i il!!i/ i ( r !!!!!♦111♦1♦i,1i!l1,l,ll,llll,. $ I illl!liilii!lilil. t ��a�� -rw � i�l�Os�s�♦�1+1�1�♦�!�♦�♦�s�s�1�♦�s� t t i__�_ 4 ;, t' !l:+:•:+:+:+:+:+:te+:l:+:+:1:+:❖:4�° 89 5112 x 21"GL 6x8 HF#2 REV DATE ISSUE TITLE { �11!,�♦, ,♦� Ii�►'lillil/111!!i!!!!!i♦ , ======—-=xI I t""""" "_ t ►!1!1!!!♦�1il111111,! I 111 t i+:+0001+ +i+t' t��• +++i0•♦+++++l+i+iiI `. 1 t__J t F O:�i►:+:+:+:+:+:+:+:+:+♦+:+:♦:+:+:+:•:+ii 810 6 314 x 21"GL 51!2x7112 GL POST C; :+! g1+:+:+:+:+:•:+:•:+:•:+:❖:+:+:+:+:+:+:•:+i a.. .. _ _,._'1 _ r-. ,. -_ s (i �1l1��i♦s,♦,I I,i♦1,1,1,1,1,1,111!l,l/l,sf 03/20/2018 srRuc REVISIONS *,1♦♦l ,i I tt ft��1,1,1♦Ill,I,i,1,1♦i,1♦i,i1111,1,!♦!11*i,�` 1 •,,�►11,*,l+illli1liiiIIif t t i-s % � sA0, I ,4 +,� � • s a- B91 5 912 x 9"GL 4x6 CRIPPLE AND(1)2x KING I �li++i!t ►i�'ii+iit+i+i•♦'+ii♦i+ii+ii+i+i♦i+ +i•:♦ I I ,,,s,s,1,Its,.♦s•.,s•ss♦1♦s•ls,.♦ll,s,isfs st . bs.* „ I �!1!i ►hl!♦iiilliilNliiilillll! �!!1;!♦111�►,I/i11,111♦!♦1,1,1,1,!,!,1♦1,111,*1►h �!!� B92 PT 51/2 x 11 718 GL BALANCED REF PLAN I �,♦i♦Ili+i' „1i+10+i+iti+iti+i+i+i+i+Ili+Ili+i+i+i+i+i+Ili+`. I 131 ♦11♦ll+�l♦111♦!!♦'+11*1♦l 'DO. 1 ♦i+i0+♦� !«++tt+l+0++++♦lii+++♦♦0+++Ili ? I� ,�a t '00001+s+s►00♦+0000!•0!+s+O!♦i+101i+tie 4 ,i0+i`, a= B13 PT 3112 x 11 718"GL REF PLAN ti+s+it' • «+ •s• . t''-^' v = 1 ss•i Ile I �,11i1t 4,, ilk 1 ,t♦s11,111,111�1,,i11,11111,111111,1,1/1,1,!«if MIL �,♦,,,,,,� �i+i+� �•/ •s•i•i+0iii+i+i•1•ii+i+i+i+i+iii+i+is•iii - tiiiiiiliiiiiiiiii♦+iiiii!i.<t •+♦+OO♦+� I BEAM SPECIFIC NOTES: ■• 13 �Q+t •i�':+:❖:❖:•:+:+:•:+:•:+:+:+:❖:❖:❖:❖:❖:+:•ii`, ' 1 0:+:+:+:+:+:•:+:•:�i+1i�♦�♦�s�i�s�s�s��♦�l�s�♦�s�l�s�it i❖:+:❖:0 i� i•v+:+:+:+:❖:•:+:❖:❖:+:❖:❖:❖:❖:+:+:+:+:+:•:+:•,4, , •+:+:+:+:❖:+:•i�:�:+:•:+:❖:+:❖�i:+:•:+:+:+:+:•iii 1�+�•��Ol'► I ► 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. ir ,... 1 4�i+i+i+1+ii+iiiiii+i•♦•i+i0•ii+iiiiii+i+ii0 ti+ii+i+ii+i+i+i•iiiiii+ilii+i0�+!•ii1ii+i+i+iii t �+++++ii•. I I Q PROJECT MANAGER: CN 1 _——— '►•.+i•1•iii+i+i*i+i•i+i+iii+ii+isiii'iii+i+ii+i+a` �i+i+ii0+i+ii+lei+ilii+i+i+i+i+iisi+i+i+i0•i+Dii�i �i+iiiii09 4���01100+1+0•+.Ob+11!!1,♦,♦1+,00+0,+0O,O+f` + 1110+1+1+10+10�P4�1+,011+1+10+,OOOIOi+,•1+1+1+t •�♦,♦♦♦♦♦♦,♦� 2-SUPPORT BEAMS WITH(1)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS �� 4.i':•:�❖:+:011 H1 •:+:•:+:•�! :!:?:�:!:!:! �: 1 ::L!:2:�i!:+:+i�!+:+:+:+:+:+:+:•:+:+:+:+:+:+:+:0+:!. ♦♦♦♦!11♦♦+♦+♦!♦+� � NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. DESIGNER: YS t►�!•.i..1..,, / !•111/__ —'_ —— 7i►.I11�1ilf+.ii1!1 ! 1>f / .�♦�♦�♦�♦�♦�♦�♦�♦� ' �' _. - - -aa".. ilslsll. 4 I (di ► _____ ____. �Oi+01+00!•1 DRAWN BY: FCE-ENG-10 1 1.111111111 0 0 !♦•+♦♦++++��Fri \ I •► ANNt , +,+,+10+001+4: PROJECT NO: 17-T174 t tf'mill r 1 �� +' 1wvisimit 1 ► + i+iiii. ( 1 • lllliillf s/ 24 Jar ". - -- ti ---- -- r , , r ' — 16 �_. -.» --_» —11 vir 1 - - - to,,, h DATE: 12/15/2016 ..,.,..__ ► t II1 TV I III ,I •, n�+•t�...•Si* •4 1. SCALE: AS SHOWN .,_*_. Aka rlik‘ 44 ir �:� I m m r a�ww••a.aw.ww� - MN MM6 0 © q 0 illiiiiMWIIIIIIIMIIIIIIIIP.wor-Am .. d 6 ,�.. m Jrr . .-.- -----.- 0 Nir © 7 7Aft ACk 12 PLEX BUILDING - S7.1 ® � m S7.1 ® ® UPHILL SHEET TITLE: Q ROOF FRAMING XB XD XE PLAN 1 ROOF FRAMING PLAN SHEET NUMBER: _ S2.5 SCALE: 1/4"= 1'-0" 17-T174 • � 3 i,,,,Nr-s.,,...v vwvvvv - �,.�4 { a FROELICH W2 6 1 I , NV 1 ENGINEERSA I B3 PORTLAND: (503)624-7005 • BEND: (541)383-1828 DENVER: 560-2269 ► froelich-engineers(720} .com I- --- i iI -- ---►' JOB# 17-T174 i4 3 I ;, ► : 4x14 DF#2 AT STAIR 2x4@16"OC . It g- ►r' - :: � STRINGER MID SPAN TYP STAIR WALL `; iiit 3 = -- (3 TAIR C• -------_- ►►'. STRINGERS,REF " '' STRINGERS,REF -- T-- :**1 F�O � � DETAILS ON SHEET �`1• �� DETAILS ON SHEET F I A 3\ S3.2 3 83.2 SIMPSON �► 5 a HUC410 ► 49 24 . ' 53.2 ___ - - ---- I 1 1 � I k I .0.4'Ps"'A .1.2tratiti - ,.. i i _., I -J I------ STAT R ► F I B3 a � -- I .. L - 1 _ _ . . __ --- I B3 I - 1 W2 1 S3.2 1 . 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DA REV TE �_ SECOND FLOOR TOP OF SHE, 3/201201 srRuc REVISIONS - � . 1� 0 $ � � - - - � 53,2 - - - - - - - - - - - - --- ��1 _� {3}STAIR --- 3 1 _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ {3}STAIR STRINGERS REF 1. ��� --- _��F (3)STAIR `-- \ FIRST FLOOR TOP OF STRINGERS, REFIN --- -- DETAILS ON SHEET (3}STAIR I6lill F STRINGERS,REF 8 � DETAILS ON SHEET _-- PP'__ ,.T�I E S3.2 STRINGERS,REF - --- �`C` DETAILS ON SHEET S3.2 --- DETAILS ON SHEET _ _ �E S3.2 53.2 ; 1I . I_- OM n ., - 4 SIMPSON LU B3All , PROJECT MANAGER: CN HANGER TYP SIMPSON LU 2x8 ,C c ► DESIGNER: YS . `. 16"OC 2x8 HANGER TYP -' ' S3.2 I . ©16"OC DRAWN BY: FCE-ENG-10 6 11 ` 1 B3 B3 PROJECT NO: 17-T174 •,. S3.2 1 �_ i 4' ; DATE: 12/15/2016 „ _ 7 _ _ _ _ _ _ _ FIRST FLOOR TOP SHI 1 i kk \ SCALE AS SHOWN `- __ BASEMENT TOP OF 53.2 8 0 Illgi — _ ! 12 PLEX BUILDING - 4x10DF#2 �� '— Il UPHILL �_ SHEET TITLE: _ _ • -- I I -—" �--.- _ _ BASEMENT TOP C I I STAIR PLANS •.'- • • d~ • • • • .•wj •• • •" ;• 4`:.•,:".1;. .4..' ,. �� . •• I •da d I I + d d v i 1 • XB XD XB XD SHEET NUMBER: 1 12 PLEX UPHILL STAIR SECTION 4 STAIR - SECOND FLOOR PLAN 5 STAIR - THIRD FLOOR PLAN SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 53.1 16-7100 S3.1 16-7100 S •� 16-7100 S3 . 1 OSB STAIR TREAD OSB STAIR TREAD ,. I 1 OSB STAIR TREAD - ,' 2x6 HF#2 ONE AT EA SIDE OF /� �� .. 2x8 HF#2 ONE AT EA SIDE /3\ I " /3� NOTE: �� STAIR STRINGER W/(2)ROWS OF NOTE: ,--� 2x6 HF#2 ONE AT EA SIDE OF REFER TO ARCH. FOR gi 0.148x3"NAILS @ 12"OC TO OF STAIR STRINGER W/ REFER TO ARCH. FOR: STAIR STRINGER W/(2)ROWS ., (2)ROWS OF 0.148x3" '�►► 0}` 1. STAIR DIMENSIONS STRINGERS 1.STAIR DIMENSIONS ^ � 2. NOSING REQUIREMENTS rri.0•0' NAILS @ 12"OC TO 1� OF 0.148x3 NAILS @ 12"OC TO �-,� ,,; -, \\ l� \ 3.STAIR FINISHES NOTE: 2.NOSING REQUIREMENTS OSB STAIR REFER TO ARCH. FOR: STRINGERS 3.STAIR FINISHES STRINGER r TREADS I 4. RISER&TREAD DIMENSIONS 2X12 STAIR STRINGER 1. STAIR DIMENSIONS 4. RISER&TREAD DIMENSIONS NOTE: FROELICH TRE ARCH 2.NOSING REQUIREMENTS 2x12 STAIR STRINGER 2x12 STAIR REFER TO ARCH.FOR: II 3. STAIR FINISHES NOTE: 1.STAIR DIMENSIONS ENGINEERS X SECTION A-A 4.RISER&TREAD DIMENSIONS SECTION A-A OSB STAIR HANGERS SHALL BE: STRINGERS 2. NOSING REQUIREMENTS PORTLAND: (503)624-7005 OSB STAIR TREADS TREADS • HUC28-3 W/SLOPED SEAT AT SECTION A-A 3. STAIR FINISHES BEND: (541)383-1828 NOTE: CENTER STRINGER 4.RISER&TREAD DIMENSIONS DENVER: (720)560-2269 t \ \ �3 �� ` HANGERS SHALL BE: -HUC28-2 W/SLOPED SEAT AT froelich-engineers.com • HUC28-3 W/SLOPED SEAT AT I��� OUTER STRINGERS JOB# 17-7174 2x12 STAIR (4)0.148x3"TOE NAILS AT EA CENTER STRINGER STRINGERS ° STRINGER TO SHAPED 4x CONT. ) � •HUC28-2 W/SLOPED SEAT AT OVER DBL TOP PL t OUTER STRINGERS 11114"° +. -� ° N ° � �w�■ /A OSB STAIR TREADS, ° STRINGERS A i NVIO„ = 2x12 STAIR E REF ARCH ki, 1 ° FLOOR SHEATHING STRINGERS • I PLAN /�� \� � � /3\ ►����`'�� FLOOR SHEATHING REF PLAN `" i_ _ _ _ 7 ° FLOOR TOPPING, REF PLAN l� ° ° 2x8 BLOCKING � ` SHAPED 4x CONT.OVER BEAM '14111111 I 2x6 HF#2 ONE AT EA SIDE OF STAIR ° „_„ ,,,� � " \ ; 2x6 HF#2 ONE AT EA SIDE OF ° STRINGER REF SECTION A-A W! 2 FLOOR JOIST . STAIR STRINGER REF SECTION 1' �//cIREF v ��� ' � �" "� �� �` G S„C O ° ���r��•r��������� �;�,,r� AND HANGER ' " ` 2x8 PT PL SLAB ON GRADE41.4 WOOD BEAM, REF PLAN A-A W/(2)ROWS OF 0.148x3" ! �J ( ROWS OF 0.148x3 NAILS @ 12 OC REF PLAN ° REF PLAN -00-,- TO /� STRINGER A\ NAILS @ 12"OC TO STRINGERL ° ° 2x6 HF#2 AT EA SIDE OF STAIR A I l i � JOISTS, REF STRINGER • W/ 2 ROWS OF1 J ':; 2x6 HF#2 @ 1ST FLOOR STAIR EA.SID A i PLAN JOIST A �� O ^ I I I I / I , z f ( 0.148x3' NAILS @ 12 OC TO OF STAIR STRINGER W/ 2 ROWS OF - Aii -* , 0.148x3" NAILS 12"O.C.TO STRINGER RUN OTHER r - STRINGER @ �.� ® WAY AT SIM) B LiG PAPER ' (2)SIMPSON HGA1OKT TIE FROM STAIR FLOOR BEAM REF PLAN (2)SIMPSON HGA1OKT TIE FROM 5/$"DIA WEDGE ANCHOR ;.------: 2 41 " FLOOR BEAM REF PLAN an STRINGER TO STAIR BEAM WITH(4) STAIR STRINGER TO STAIR BEAM WITH 6"EMBED @ 12"0C SIMPSON SDS SCREWS.(1)TIE AT SIMPSON FACE MOUNTED (4)SIMPSON SOS SCREWS.(1)TIE AT SIMPSON FACE MOUNTED t`'j3"CLR REF PLAN FOR EACH SIDE OF STAIR STRINGER HANGER AT EA STRINGER EACH SIDE OF STAIR STRINGER HANGER AT EA STRINGER / FOOTING SIZE& / "� REINFORCEMENT 14 BEAM AT MID SPAN t 7 STRINGER CONNECTION TO BEAM - STAIR BOTTOM31 4 STRINGER CONNECTION TO BEAM - STAIR BOTTOM / 1 STRINGER CONNECTION TO SLAB SCALE: 1"= 1'-0" SCALE: 1"= I'-O" ° SCALE: 1"= 1-0" SCALE: I"= 1-0" 53.2 l 16-7100 S "' .-1 16-7100 S3.2 16-7100 S3.2 16-T100 -'0- OSB STAIR TREAD 1 r , r!1 r, rrr , 111 0.131x2 1/2"NAILS @ 6"OC 2x STUD WALL 2x6 HF#2 AT SIDE OF STAIR 3 3 STRINGER W/(2)ROWS OF 2x10 LEDGER W/ 2xI O x 0.148x3"NAILS @ 12"OC TO 1/2" STRINGER ; SDS SCREWS ii of SIMPSON LU F- ,. _ HANGER 2x STUD WALL '`=� 2x8 @ 16 OC REF PLAN 2x12 STAIR r CI) �' ` LANDING SHEATHING STRINGER S N RAFTERS SECTION A-A ° .. ROOF SHEATHING, 0.148 x 3"NAILS PT 2x4 PL W E~- 1114111111111111111 11.1 00 ° 3 LUCO .. REF PLAN C 2x6 HF#2 AT REF SEC A-A (' �` 0.131x21/2" � W/(2)ROWS OF 0.148x3" `�' Oo- NAILS 6"OC " ° NAILS @ 12"OC TO = T@ � y.�A���r�� ���/���.11r///►O��/� 5/8 DIA WEDGE ANCHOR SLAB ON GRADE REF PLAN', BEAM, REF PLAN STRINGER `t' 6" ce EMBED 12"OC ° 2x SHAPED@ OSB STAIR TREADS r. • � � � � � � -REF ARCH A 2x12 STAIR STRINGERS cao 3 �1BLK'G � 0 F Irr - I I ° LU >- Z w cocoa 1111.11111 �i 7: 0.148x3"@ 6"OC �1� %r it i� is r 1ce co - 2x6 PL 2x STUD WALL REF PLAN 1M"- Z Z '}) 5 IF illir i2 ° ii,�r 1J- O >- > STAIR LANDING JOIST& 1 ° O C� w ,� LEVEL"X"ELEVATION IIIIIIIIIIIIW/ HANGER, REF PLAN - BEAM, 0 3"CLR REF PLAN FOR FOOTING I `�ce coo __..I ce 0 BEAM, REF PLAN 2x6 MIN CEILING JOIST REF PLAN SIZE&REINFORCEMENT I ' ° �,,.. r- Q O m z SIMPSON A35 S I NOTE: ct O � `� /� A REFER TO ARCH FOR: P. } 4:"O 1.STAIR DIMENSIONS I 6 A 2. NOSING REQUIREMENTS 3.STAIR FINISHES 4.RISER&TREAD DIMENSIONS PERMIT 5.00 NOT NAIL TO UNIT WALL SUBMITTAL 11 LOWER ROOF TO WALL AT STAIR $ LANDING JOIST TO BEAM 5 STAIR WALL CONNECTION TO SLAB ! FOOTING 2 STAIR STRINGER AT WALL SCALE:3/4"= 1'-0" 16-T100 SCALE: 1"=1'-O" SCALE: 1"= 1-0" SCALE: 1"= 1'-0C " 53.2 J S3.2 16-7100 53.2 16-T100 �53.2� 16-T100 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: 03/20/2018 STRUC REVISIONS (2)SIMPSON HGA1OKT TIE FROM (2)SIMPSON HGA1OKT TIE FROM 1.STAIR DIMENSIONS STAIR STRINGER TO STAIR BEAMFLOOR SHEATHING REF PLAN STAIR STRINGER TO STAIR BEAM I I 2.NOSING REQUIREMENTS WITH(4)SIMPSON SOS SCREWS. WITH(4)SIMPSON SDS SCREWS. 3.STAIR FINISHES (1)TIE AT EACH SIDE OF STAIR 1 TIE AT EACH SIDE OF STAIR 2x6 HF#2 ONE AT EA SIDE 4.RISER&TREAD DIMENSIONS FLOOR SHEATHING REF PLAN STRINGER ( ) i OF STAIR STRINGER W/(2) `�,w���...1..a ll.��.r.��..��.;1111 u li Ali STRINGER ,B11' ROWS OF 0.148x3"NAILS @ I SIMPSON FACE MOUNTED HANGER A aI 12"OC TO STRINGER NOTE: - `% •` "` -, " - "` ` " `�I W/SLOPED SEAT AT EA STRINGER JOISTS HANGERS SHALL BE: LSIA •HUC28-3 L E BE: AT PROJECT MANAGER: CN REF FLAN �� i 2x12 STAIR STRINGERS CENTER STRINGER JOISTS .. ��'�����- HUC2$-2 W/SLOPED SEAT AT DESIGNER: YS 2x6 WALL, REF PLAN �� 1• ` �� 11* OSB STAIR TREADS OUTER STRINGERS � REF PLAN � 'lilt -REF PLAN SECTION A-A DRAWN BY: PCE-ENG-1p STAIR OSB STAIR TREADS BEAM REF PLAN ® PROJECT NO: 17-T174 (--- -REF PLAN SIMPSON FACE MOUNTED ' 111111-����� 1 3l4 x 11 7/8"RIM i HANGER W!SLOPED SEAT RUN STRINGER UP SO"FIRST DATE: 12/15/2016 AT EA STRINGER TREAD"IS FLUSH WITH FLOOR SCALE: AS SHOWN FLOOR SHEATHING REF PLAN 2 SIMPSON HGAIOKT TIE FROM FLOOR SHEATHING, CONT DBL TOP PL 2X12 STAI;;A, /q ( ) REF PLAN STAIR STRINGER TO STAIR ! � A STRINGERBEAM WITH(4)SIMPSON SDS 2X12 STAIR JOISTS&HANGER ""�"�"'""�`�`�"`m�"`�`�`�"" �a�a.�aiiiiaiaraiarrr�aiihi�� NOTE: �,._ A SCREWS. (1)TIE AT EACH SIDE b STRINGERS REFER TO ARCH. FOR: 2x6F#2 REF SECTION REF PLAN ''1!� OF STAIR STRINGER �'! -- W/{2)ROWS OFNOTE: 'll 1.STAIR DIMENSIONS 0.148NAILS 12 OC /--OSB STAIR TREAD �7 12 PLEX BUILDING - u- REFER TO ARCH. FOR: 2.NOSING REQUIREMENTS @ I TO STRINGER �� 2x6 HF#2 REF SECTION t i �j�% 1. STAIR DIMENSIONS A-A W/(2)ROWS OF OSB STAIR TREAD 3. STAIR FINISHES '���_VI a` UPHILL II 2. NOSING REQUIREMENTS „ 12" 4. RISER&TREAD DIMENSIONS BEAM REF PLAN ri I 0.148x3 NAILS @ OC _ Q 3.STAIR FINISHES I STAIR LANDING JOIST, TO STRINGER 3 rr/ 1/r ai ro r fa ,7 rrr6. 4.RISER&TREAD DIMENSIONS NOTE: "t L REF PLAN I, I /I HANGERS SHALL BE: ,-- 1 2x6 HF#2 AT ONE AT EA - NOTE: • HUC28-3 W/SLOPED SEAT AT 7��� SIDE OF STAIR STRINGER SIMPSON FACE MOUNTED SHEET TITLE: 2x LEDGER W/(3)0.148x3" HANGERS SHALL BE: _1 2x6 HF#2 AT ONE AT EA CENTER STRINGER �l W/(2)ROWS OF 0.148x3" HANGER W/SLOPED SEAT OSB STAIR STAIR DETAILS { SIDE OF STAIR STRINGER lirl�l� NAILS @ 12 OC TO AT EA STRINGER 1111111 NAILS AT EACH STUDS • HUC28 3 W/SLOPED SEAT AT rip HUC28 2 W/SLOPED SEAT AT TREADS- CENTER STRINGER W/(2)ROWS OF 0.148x3" OUTER STRINGERS STRINGER q REF ARCH f Ilia NAILS @ 12"OC TO - 2x12 STAIR /'1 • HUC28-2 W/SLOPED SEAT AT ° WALL SHEATHING, STRINGERSTRINGERS REF PLAN OUTER STRINGERS 2X12 STAIR STRINGERS 2X12 STAIR STRINGERS SECTION A-A A\ 2x6 H W2/()REFROWS OF 0.0148A-A x3" n SECTION A-A NAILS @ 12"OC TO STRINGER SHEET NUMBER: 12 STAIR LANDING JOIST TO WALL 9 STRINGER CONNECTION TO BEAM - STAIR TOP 6 STRINGER CONNECTION TO BEAM - STAIR TOP 3 STRINGER CONNECTION TO BEAM SCALE: 1"= I'-O" SCALE: 1"= 1-0" SCALE: 1"= I'-0" SCALE: 1"=1-0" S3.3 16-1100 S3.2 16-1100 S3• 16-7100 S3.2 16-1100 • S 3 ■ BOLT DIAMETER+ 1/16"DIA /� HOLE CENTERED IN PL /3\ \ -t - NOTE: 24" NOTE: 1.CONTRACTOR MAY USE PLATE REFERENCE DETAIL 9/S5.1 FOR ,,--V'',' 1,4 . SHEAR WALL-REF SHEAR WALLIlk "' s WASHER OPTION A OR B #4x 124" MORE INFORMATION.SCHEDULE FOR MORE INFO@ -'. 2.PLATE WASHER MUST BE HOT E - \ DIPPED GALVANIZED 24 OC , PT SILL PL,ANCHOR BOLT SIZE(OR 3.STANDARD CUT WASHER NOT EXTERIOR #4 CONT 2"FROM TOP REQUIRED SLAB&SHEATHING, / REINF LAP REF PLAN y F R O E L 1 �'` H SIMPSON MASA)&SPACING REF PLAN �,./ &SHEAR WALL SCHEDULE(SILL PL IN 4.ONLY REQUIRED AT SHEAR WALLS LAB-ON-GRADE REF PLAN _._.... CONTACT W/CONCRETE TO BE PT) 3" LONG BARS REF PLAN E N t N E E R S (1)#4 CONT AT TOP / / 1/4"GALVANIZED PLATE WASHER PORTLAND: (503)624-7005 EDGE NAILING-REF SHEAR WALL \ 1'-6" 2x"H" BEND: (541)383-1828 CONC SLAB ON GRADE REF _ TYP WALL FOOTING / DENVER: (720)560-2269 SCHEDULE STAGGER NAILINGMINIMUM i PLANS FOR ADDITIONAL \ C? #rostich-engineers.com 2"TYP ' 404- INFORMATION C---A'. SHEAR WALL PLATE WASHER OPTION A Jr\\.,\\.„\\\ _ .i „ , " " ANN \ JOB# 17T174 iib SCALE:3"= 1'-0" / _ _ 5.E 1 16-TI00 \ \\ PT 3x4 CONT BOLT DIAMETER+3/16"x1 3/4"LONG �� /\ � , UNDER JOISTS DIAGONALLY SLOTTED HOLE HOLE „ il _ 1 .,..„ „,., #4 HORIZ @ 12"OC 8 i ti -. ^" , 1 �o� .o. 0- CENTERED IN PL X I 111- ri P� o 'ce _Iw \ \ _ I�.lilli 6" �4 #4x DOWELS @ 24" - a #4 CONT -� Z 8" 0C(ALT HOOKS) 1 " N. NOTE: Q #4 DOWEL @ 24"OC " TI-JOIST, _ u. SI*t_Ilti%.(61.71141'" %j� _F-_. 6 1.CONTRACTOR MAY USE PLATE (ALT HOOKS) 12" �M #4 VERTS @ REF PLAN -�' . co \�/� •. ' `"' WASHER OPTION A OR B h 24"OC z \ -� '�'� 2.PLATE WASHER MUST BE HOT DIPPED = " 4 /4 �1_; \ GALVANIZED Zo / 2x H J, TYP WALL FOOTING g3. // �.414,46-#.1 3. STANDARD CUT WASHER REQUIRED �- / _ � � . REINF LAP REF PLAN 4 3"CLR 1'-O" LONG BARS TO MIN MATCH LONG \ - 3" BETWEEN PLATE WASHER&NUT S / FOUNDATION DRAIN REF 3"CLR 4.ONLY REQUIRED AT SHEAR WALLS \ FOOTING BARS W. GEOTECH REPORT REF PLAN FOR \--"- `- 3"CLR 2 NOTE: '--,,- ' A CONT REINF(REF PLAN) SIZE&REINF / / -11 DO NOT SLOPE FOOTINGS "" 1/4"GALVANIZED -7.' REF PLAN FOR UNDER ANY CONDITIONS. PL WASHER FOOTING SIZE&REINF`' iil • PROVIDE STANDARD CUT WASHER BETWEEN PL WASHER&NUT 8 PERIMETER WALL TO FOUNDATION 4 EXTERIOR WALL AT FOUNDATION - AT DOORWAY II - SCALE: 1"=1"-0" 78 SHEAR WALL PLATE WASHER - OPTION BSCALE: 1"=1'-O" STEPPED FOOTING S5.1 16-T100 . S5.1 16-T100 S5.1 SCALE:3"= 1'-0" SCALE: 1"= 1'-0" 16-7100 \S5.1 16-T100 CENTER LINE OF WALL AND FOOTING HOLDOWN REF PLAN& NOTE: /WALL, REF PLAN HOLDOWN SCHEDULE CRIPPLE STUD(S)REF PLAN FOR WELDED WIRE FABRIC CONCRETE SLAB ON GRADE REF PLANS 2x STUD WALL OVERLAP ONE MESH FOR ADDITIONAL INFORMATION PT SILL PL REF PLAN SPACING AT SPLICES-TYP (ELEVATED SLAB OVER PT PLYWOOD REF 8/S5.1 ' 1 _ PER PLAN AT SIM CONDITION) CL CONTROL /�" OPENING REF PLAN " " JOINT /3\2„ #4 CONT 2 FROM TOP /3\ .,._..,,,-„!„11111111111L.-ajOril_„",!„_„_„_„_„i, ,,_ 1/$ x 1 1/2 SAW JOINT. SAW AS SOON AS REF PLAN FOR REINF INFORMATION CUT I-' CLR ,�, I CONC WILL SUPPORT WEIGHT OF MACHINE EVERY OTHER WIRE REFPENDICULAR f 1/2"PT PLYWOOD SHIM SHEAR WALL SHEATHING SLAB& STAGGER SHEAR WALL EDGE WITHOUT MARRING THE SURFACE. FILL JOINT TO JOINT PRIOR TO CONCRETE Cl) \ "* $ REF PLAN&SHEAR WALL r 0.148"x 3"NAILS SHEATHING, /� SCHEDULE(MAY REQ'D ON NAILING BETWEEN DBL STUDS WITH JOINT FILLER. APPLY ACCORDING TO PLACEMENT F. 0_ EXTERIOR \ @ 6"OC REF PLAN / BOTH SIDES OF WALL MANUFACTURER'S RECOMMENDATIONS ( ' ' t I- to SLAB-ON-GRADE 1/2"MAX ) USE THE GREATER OF THE KING \ W fA-10 /� FROM WALLTO STUDS OR THE HOLDOWN POST �� \1 1/2 \ 5" / 1 / I , ,, WALL STUDS ! SHEATHING TYP ! v \CLR W Q (� a /7/ o 7/7 4 io of ar /! / f ` REF PLAN y / ; +, � I� ROCK REF GEOTECH 0 Q -•\,, N -\,,, 5A HOLDOWN AT SHEAR WALL CONTROL JOINT ! y \RECOMMENDATION It 0 //��/ / CL CONSTRUCTION \��\� \�/ 8 ■�•i WALL SHEATHING / / S5.1 , 1SCALE: 1"=V-0" JOINT w i__ w /'\/\\00004 . GARAGE FLOOR JOIST REF REF PLAN j,, PLAN WITH(2)0.148x3"TOE PL WASHER �'� CONCRETE SLAB ON GRADE-REF C7 H PLANS CONCRETE SLAB ON FOR PT 1 3/4x11 7/8 LVL RIM JOIST NAILS TO THE SILL PL 0 REF 7/S5.1 g HOLDOWN REF PLAN& ADDITIONAL INFO 1/2"DIA.x 36"SMOOTH DOWEL @ 24"OC r '�, o W/5/8"DIA BOLTS @ 36"OC � \ 1/2"MAX/ � , A HOEDOWN SCHEDULE CRIPPLE STUD(S)REF GREASE OR WRAP ONE END OF EACH W r- Z W 8 PLAN&BEAM SCHEDULE REF SLAB FOR REINF INFO DOWEL Z M rn ,�� FROM WALL // % 2x STUD WALL \ � z cn Q SHEATHING TYP F M 3x SILL PL #4 HORIZ @ 12"OC 1 1/2"CLR co O O >- REF PLAN ��,,// 6" 1'-0" , �'-� FOUNDATION / ailliMj ' - - \ L1. Ii w r�1 <t PT 3x4 CONT 2 ''y �� REF PLAN OR / - O v 0 w �, '._ OPENING REF PLAN 1 - W QJ > ... UNDER JOISTS II a SCHEDULE ] �; , p 3"CLR #4 DOWELS 24" ce ANCHOR BOLT % „_„_, „_„�„�„_„_, _ �J > cn O OC(ALT HOOKS) REF PLAN / SHEAR WALL SHEATHING REF 1 1 O a Q PLAN&SHEAR WALL SCHEDULE STAGGER SHEAR WALL EDGE 11ft 6 -1? a. \c4i:_ _ _ ii:iI: NAILING TO HOLDOWN POST X 6" 6" / #4 CONT (MAY REQ'D ON BOTH SIDES OF NOTE: / /3"CLR \ /A A WALL) CONTRACTOR MAY USE EITHER CONSTRUCTION JOINT #4 VERTS @ CONTROL JOINTS OR CONSTRUCTION / REF PLAN FOR 24"OC USE THE GREATER OF THE KING JOINTS AT LOCATIONS INDICATED ON PERMIT FOOTING SIZE&REINF' POST OR THE HOLDOWN POST PLANS. / \ SUBMITTAL 9 JOIST TO EXTERIOR WALL AT GARAGE (--7--- ANCHOR BOLT PLACEMENT - SINGLE SIDES SHEAR WALLS / 5B HOEDOWN AT SHEAR WALL 2 1 SLAB JOINTS CALE: 1"=1'-0" SCALE:3"=1'-0" l SCALE: 1"=1'-0" SCALE: 1"=1'-0" S S5»1 16-T100 S5•1 16-T100 S5.1 16-T100 . S5:!,) 16-T100 0 < REV DATE ISSUE TITLE 1- FW- Q A\ 03/20/2018 STRUC REVISIONS X UJ W = CONTRACTOR OPTION: REPLACE CAST-IN AB W/EITHER: 5/8"DIA A307 THREADED ROD EPDXY EMBED EDGE OF ROUGH OPENING I. 6"MIN W/SIMPSON SET-XP EPDXY. OR CORNER OF BUILDING , SHEAR WALL-REF SHEAR WALL SCHEDULE FOR MORE INFO I • PROJECT MANAGER: CN ( DESIGNER: YS HOLDOWN POST REF • POST REF HOLDOWN SCHEDULE DRAWN BY: FCE-ENG-10 PT SILL PL,ANCHOR BOLT SIZE(OR � EDGE NAILING-REF SHEAR HOEDOWN SCHEDULE SIMPSON MASA)&SPACING REF PLAN I; WALL SCHEDULE STAGGER 11110 3 PROJECT NO: 17-T174 &SHEAR WALL SCHEDULE(SILL PL IN NAILINGileimA-ilipuTAir SHEAR WALL EDGE NAILING REF SHEAR (2)ROWS 0.148x3"NAILS @ 6"OC CONTACT W/CONCRETE TO BE PT) I, SHEATHING WALL SCHEDULE \NL DATE: 12/15/2016 HOEDOWN REF HOLDOWN SCHEDULE EDGE OF CONC PI,'- :- `-""--" p-"-" '"` �,.101 1 WARES PLAN G 5"MIN ��'I ') (' SCALE: AS SHOWN ili \c- WALLilismi PL WASHER REF I H 7/55.1 ALTERNATE CL 110, SHEATHINGNo ► ALTERNATE SHEAR WALL REF PLANS I REF PLAN AS SHOWN P1111,-With ANCHORHOEDOWN AND SILL ,� j(1)#4 CONT AT TOP 3x SILL PL % BOLTS AS ANCHORS REF SHEAR �` HOEDOWN REF PLAN&SCHEDULE{USE 1 ADDITIONAL STUD AS REQ'D 12 P L EX BUILDING - 1/2"MAX41 I SHOWN WALL SCHEDULE ` GREATER OF THE(2)HOEDOWNS} -REF NOTE • z FROM WALL 1 11�� (ANCHOR BOLTS OR '\ UPHILL CONT REINF FOUNDATION MASA) 1- (SEE PLAN) co SHEATHING TYP MINIM � REF PLAN / / IN �' BLK'G FOR GYP BOARD ��- -l , aa NOT SHOWN IF STEM WALL HEIGHT 1S SEE PLAN ANCHOR BOLT O SHEET TITLE: GREATER THAN 2-6 \ REF PLAN OR •,� 112"MAX / s\ 1SHEAR WALL ADDHORIZ @ ADDITIONAL2"OC `/� / wl �\ \ SCHEDULE SHEAFTHING TYP OM WALL 1 REF PLANS FOUNDATION \yi III. J HOLDOWN BOLT TO BE PLACED 5"MIN #4x DowELs @ 36"OC DETAILS 8" (ALT HOOKS) SEE PLAN FOR a FROM EDGE OF CONCRETE. ADD / SIZE&REINF / 3"CLR A-A FASTEN TO BL D2x HOEDOWN POST W/(2) `-PROVIDE AN ADDITIONAL FOUNDATION ROWS 0.148x3"NAILS @ 6"OC STAGGERED WALL DOWEL ADJACENT TO HOLDOWN SHEET NUMBER: 10 INTERIOR SHEAR WALL AT CRAWL SPACE 7D ANCHOR BOLT PLACEMENT- DOUBLE SIDED SHEAR WALLS 6 TYPICAL SHEAR WALL & HOEDOWN AT FOUNDATION 3 HOEDOWN AT ADJOINING SHEAR WALL SCALE: 1"=1'-0" SCALE:3"=1,-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" - S5.1 16-T100 S5'1 16-T100 S5.1 16-T100 S5.1 16-T100 r.. SHEAR WALL REF CONTRACTOR OPTION: PLAN&SHEAR WALL REPLACE CAST-IN AB WI EITHER: FLASHING BY OTHERS SCHEDULE 5/8"DIA A307 THREADED ROD EPDXY EMBED ,� f' 6"MIN W/SIMPSON SET-XP EPDXY. WALL SHEATHING , SILL PL REF 8/55.1 ._ REF PLAN SLAB&SHEATHING, , REF PLANFLASHING BY OTHERS 4WD- � . SLOPED SOIL PER i 2x6 STUDS @ 16"OC D FLOOR EDGE NAILING GARAGE SLAB&SHEATHING, FROELICH WALL SHEATHINGGEOTECH 0.148x3"NAILS @ 4" REF PLANREQUIREMENTS REF PLANSIMPSON A35 CLIP AT LTP4 CLIP SPACING � OC TO BLKG{AT ------~~--- { 1 1/2" IN PLACE OF LTP4 CLIPS REF SHEAR WALL SIM) FLOOR EDGE NAILING ENGINEERS CLR / // / / WALL SHEATHING TO a SCHEDULE(48"OC MAX UNO) PORTLAND: (503)624-7005 ilinil %\\% � BRACE THE STUDSPT 2x6 SILL PL W/5/8"DIA// // / OILi,� BEND: {541}383-1828 ip' / \\//\\/ BOLTS @ 48' OC DENVER: (720)560-2269 / /,,/// , / ,,, . / / / / froelich-engineers.com /\ \ \�/� . 10 ai or or .v ai r r r a ,ir i .✓ JOB# 17-T174 I ,\\/\�\\/ 1.5 1 MAX ..I / _ \/\//\/ FREE DRAINING ur .r :. w wi 7/7'7 2." . i .rr.7r/7'4,orr�o..rrrr iror rov ri id \l 6" GRANULAR MAT'L • .1 / MIN. #4 @ 12 OC �/ HORIZ REINF IZI 4"DIA PERF FOUNDATION (1)#4 CONT AT TOP /3\ `ii► U DRAIN SET IN FREE z " � = VERT REINF DRAINING GRAVEL FILL • CONT REINF 1 3/4"x11 7/8"LVL RIM W/0.148x3" I-JOIST REF PLAN " . ;) REF GEOTECHTOE-NAILS @ 8"OC&SIMPSONtr (SEE PLAN) bo I O► � ' ,,, LTP4 AS REQ'D TO DBL TOP PL �� / Tw / . (REF SHEAR WALL SCHEDULE) 1 3/4"x11 7/8"LVL RIM W/0.148x3" \-I-JOIST REF PLAN 1 IF STEM WALL HEIGHT IS I, • DOWEL VERT REINF INTO • GREATER THAN 2`-6" SEE PLAN TOE-NAILS @ 8"OC&SIMPSON , . ADD ADDITIONAL#4 • •.�. am .. MB \ WALL SHEATHING CONT DBL TOP PL,REF DETAIL LTP4 @ 4$"OC �' � •OTING AS SHOWN MATCH , ., ITH VERTS BARS SPACING v�/\\j HORIZ @ 12"OC I REF PLAN 3/S6.I FOR SPLICE CONN •�* (TYP LAP 48 BAR DIA MIN) •� ; HEEL REINF �/� /),,,,,,,,,,--, „\>„,/ \ � akigr4,//, #4x LDOWELS @ 36"OC 2x STUD WALL WALL SHEATHING-- ..- REF CONT DBL TOP PL, REF DETAIL . SOIL GRADE li%% 8. (ALT HOOKS) SEE PLAN FOR REF PLAN " 3/S6.1 FOR SPLICE CONNDep • :{•f '\y//~< 8 / SIZE&REINF / 3"CLR NOTE: EXPEMS,. - igyirm `k, -I\ AT SIMILAR,WALL DOES NOT 2x STUD WALL N`� OCCUR ABOVE FLOOR. _ • Ill''"'` LONG REINF 17 INTERIOR BEARING WALL AT FOUNDATION AT BACK OF GARAGES ' SCALE: 1"= 1'-0" 14 GARAGE PARTY WALLS AT FOUNDATION 11 FLOOR FRAMING AT STEP �� (1)44 CONT 55.2 16-T100 SCALE: 1"= 1-0" SCALE: I"= 1'-0" . 3"CLR 3"CLR 3"CLR - S5.2 16-T100 S5.2 16-TI00 / Lt Tw 7, Jt, / Lf / FLUSHING BY OTHERS CONTRACTOR OPTION: REPLACE CAST-IN AB W/EITHER: GARAGE SLAB&SHEATHING, 1/2"DIA A307 THREADED ROD EPDXY EMBED WALL BEYOND REF PLAN 6"MIN W/SIMPSON SET-XP EPDXY. RETAINING WALL SCHEDULE 1/2"DIA SIMPSON STRONG-BOLT 2 WEDGE l ; 0.148x3"NAILS @ 4" ANCHOR,EMBEDDED 5"MIN. DIMENSIONS WALL REINF FOOTING REINF �/ (2)#4 CONT SIMPSON LTP4 REF SHEAR OC TO BLKG(AT ¢ WALL SCHEDULE SIM) 2 24" Hw Hf Tw Lt Lf VERT HEEL LONG111 1,7 #4 DOWEL x r---- I iii r6 NOTE: 4'-0" 12" 6" 9" 2'-3" #4 @ 18"OC #4 @ 12" (3)#4 CONT @ 24 OC u. u- 3"SQ WASHER NOT REQUIRED / I / I ! I I ops AT NON SHEAR WALLS-TYP EXTERIOR 6'-0" 12" 8" 9" 3'-9" #4 @ 12"OC #4 @ 12" (4)#4 CONT CONC SLAB ON GRADE, /// .., 77' G. .r. ..r ./z/ Az Az ‘,/ 47 r .,/ .r. .r. ,7 7" W 8,-0" 12" 8" 1-0 5-0 #5 @ 12"OC #5 @ 12" (6)#4 CONT PAVEMENT REF PLAN FOR SIZE& ' t r U J q � q REF CIVIL REINF W S <> 2x STUDS REF PLAN Q W,s 10,-0" 15" 8" 2'-O" 7'-6" #5 @ 6"OC #5 @ 6" (8)#4 CONT I p i+ o -....711111111111111111111111111111111111M111111111 e i f 2x PT SILL PL W/1/2"DIA AB WALL FINISH (7"EMBED)@ 48"OC(SILL REF ARCH w I— w J2 PL IN CONTACT W/ C7 L1`_ f= --..- CONCRETE TO BE PT) LL O 0 ,_6_,_z_____ __2 #4 @ 24"OC(ALT HOOKS) 20 RETAINING WALL AT BASEMENT z 3/4"x11 7/8"LVL BLKG W/0.148x3" I SLAB ON GRADE REF W } Z w 8 TOE-NAILS @ 8 OC&SIMPSON PLAN-NO SLAB AT SIM p w 0 SCALE: 1"= 1'-0" co �</<�� LTP4 AS REQ'D TO DBL TOP PL F. 2 z Z rn 55.2 16-TI00 �j���'�{ (REF SHEAR WALL SCHEDULE) ` Ct Z O Q SHEAR WALL REF L.'"`"�'�: U. w ��; L L O w C� , ^ PLAN&SHEAR WALL �,/\\ *o • ua = WALL SHEATHING CONT DBL TOP PL, REF DETAIL " / / / / / / / / W w O `>. ¢ > 3, SCHEDULE ,%/\/, �►, 1'... - \ v o - - _ \\/6: 4.1111a „ cn REF PLAN 3/S6.1 FOR SPLICE CONN 11E-11E1 �r rn 0 J p O \ 1. � 2 �� • i ISI -1 11= Q BUILDING PAPER I /3\ q 2x STUD WALL I I- 'f �rp z BEHIND JOIST REF ARCH PT 3 x10 SILL PL / /3 CLR 3"GLR 1 - „ E L.E.. t_ 0- P.ai > 3"CLR RIP TO FIT FOUNDATION DRAIN REF SCHEDULE FOR SIZE&REIN F CONTINUOUS REINF(REF NOTE 3"CLR SHEAR WALL EDGE NAILING 0•R TOPPING REF GEOTECH REPORT / / FOOTING SCHEDULE) AT SIMILAR,WALL DOES NOT I CONT REINF REF SCHEDULE REF PLAN OCCUR ABOVE FLOOR. REF PLAN FOR 1 REINF REF PLAN FLOOR SHEATHING FOOTING SIZE&REINF PERMIT EXTERIOR PLAN SLAB-ON-GRADE ,��— SUBMITTAL. (NO SLAB AT SIM) I S, :;z. ` '`47";;;"'4`-7 `-:/*REF 'Jf ;` pm :� \ 1$ 15\ SHEAR WALLS AT GARAGE 12 INTERIOR BEARING WALL AT FOUNDATION MIq= 1 1 q^ 1 f1 q t q c'II II. 55,2 SCALE: 1 1-0' 55.2 SCALE: 1 -1-0 S5.2 SCALE: 1 =1-0 2q 16-7100 i6-7100 16-7100 LR C HOLDOWN PER PLAN.PROVIDE REV DATE ISSUE TITLE V v THREADED ROD&SIMP CNW M '' t , AIr►— COUPLER TO MATCH HOLDOWN g 03/20/2018 STRUC REVISIONS CONTRACTOR OPTION: ANCHOR DIAMETER #4 @ 12"OC REPLACE CAST-IN AB W/EITHER: SHEAR WALL REF PLAN (� ' " HORIZ REINF I-JOIST,REF PLAN 5/8"DIA A307 THREADED ROD EPDXY EMBED AND SHEAR WALL •� — -- PT POST REF PLAN (MAY RUN AT EITHER 6"MIN W/SIMPSON SET-XP EPDXY. SCHEDULE FOR MORE �' VERT REINF DIRECTION) 5/8"DIA SIMPSON STRONG-BOLT 2 WEDGE INFO. ,' ;> , ANCHOR,EMBEDDED 5"MIN. is �/rii/a io r / i� �i �i�i is SIMPSON ABU POST BASE W/5/8"DIA FLOOR JOIST REF SIMPSON STRONG-BOLT 2 WEDGE FREE DRAINING PLAN&SIMPSON /3\ ANCHOR(5"MIN EMBED)OR CAST-IN PROJECT MANAGER: CN GRANULAR MAIL " • ITS HANGER " ` ANCHOR BOLT(7"MIN EMBED) #5 @ 6 OC Imo... DESIGNER: YS VERT REINF SHEAR WALL-REF SHEAR WALL — 2x WOOD WALL __+..._(z-- ""�"" "` SCHEDULE FOR MORE INFO �,( \ 'Q (2)43 TIES AT TOP&#3 DRAWN BY: FCE-ENG-10 1 1/2" REF PLAN AND ` rcx�.! N \ ) , > PIER TIES @ 12"OC AT REST OF PROJECT NO: 17-TI74 ARH CLR EDGE NAILING-REF SHEAR PT SILL PL,ANCHOR BOLT SIZE(OR WALL SCHEDULE STAGGER \-FLOOR JOIST PER PLAN ) > DATE: 12/15/2016 SIMPSON MASA)&SPACING REF PLAN NAILING EDGE NAILING MAY RUN AT BOTH >< _ > 12"x12"xHE1GHT AS REQUIRED SCALE: AS SHOWN 54" &SHEAR WALL SCHEDULE(SILL PL IN SIDES AND DIRECTIONS 0 U ) #6 x [...DOWELS @ 6"00 CONTACT W/CONCRETE TO BE _ (CAST IN PLACE CONCRETE) 8" PT) SLAB ON GRADE REF PLAN a Q 1 > 4"DIA PERF FND DRAIN 10" / / P.T.2x SILL PL WITH 5/8"DIA(5" -- `t w J SET IN FREE DRAINING �I 1" EMBED)A.BOLTS @ 48"OC(MIN.) REINF REF PLAN a to IY GRAVEL FILL AIR SLAB ON GRADE < - M /�ti� EXTERIOR PAVEMENT /t/C/,\ GAP REF PLAN i-� REF CIVIL #6@12"00 \��;;1 -- o z ! ! ! ! / ! ! �- 'I2 PLEX BUILDINQ - HEEL REINF S _ _ _ I _ _ Air; �_ — —_ thrrg • — \ I > 1 UPHILL %\ 0\ 1 -11�LTI =1 3"CLR Z > ROUGHENED SURFACE N\ CONT REINF REF SCHEDULE 3"CLR Zo REINF REF PLAN 2 (4)#4 x �" z� SHEET TITLE: REF PLAN FOR DOWELS 8" 5 FOUNDATION (9)#5 LONG REINF \ FOOTING SIZE&REINF/ a- (1)-#5 CONT 3"CLR DETAILS �. \j---1\ \' 0.........1.1.1.10 • iiiimminimemnia �) / /3"CLR 3"CLR/ / / / 3"CLR 2'-6" / REF PLAN FOR SIZE&REINF / 7 SEE PLAN FOR 8'-0" / SIZE&REINF. ED SHEET NUMBER: 21 TYPICAL RETAINING WALL {WITH SLAB} rTNI9 INTERIOR SHEAR WALL AT FOUNDATION 16 EXTENDED THREADED ROD AT MAIN LEVEL HOEDOWNS EXTERIOR POSTSCALE: 1"= 1'-0" SCALE: 1"=1'-0" SCALE: 1"= 1'-0" SCALE: 1"=V-0" 55.2 16-7100 5.2 16-7100 55.2 16-T100 16-T100 S5 • 2 FLASHING BY OTHERS - 3 x10 RIP TO FIT PT SILL PL GARAGE SLAB&SHEATHING, REF PLAN #4's 12"OC EACH WAY AT TOP AND '-17414441*"'-- --- 11/16"x3"SLOTTED HOLES-LOCATE 0.148x3"NAILS @ 4" 5 @ BOLTS IN FRONT OF THE HOLES AS OC TO FLAT BLKGf #5 @ 9"OC EACH WAY AT BOTTOM 0 (AT SIM) ' Y - SHOWN-FINGER TIGHTEN NUTS& 0 al- DEFORM THREADS I0 o EXTERIOR Da ♦ VI �� 1112" SLAB-ON-GRADE ELEVATED SLAB v rr r h rr <- r.. „r ] (,,. -�, � 111�1r�- - 0 GLR FROELIC. t 1 v , \ \ ENGINEERS . PT 6x6 HF POST7PORTLAND: (503)624-7005 BEND: (541) SLAB-ON-GRADE BY OTHERS 2"CLR. DENVER: (72(724))5550-383-1828 I 6a-226s � I t . . 1 �, 10" _ froelich-engineers.com JOB# 17-T174 INA • - • • CONC SLAB I-JOIST REF PLAN #4 @ 12"OC \ " \ I :-� SIMPSON CB66 HORIZ REINF FREE DRAINING A 3 CLR. NN G GRANULAR MAIL 3"CLR. ! [: z V 1_ VERT REINF 114"x6"xCONT TEFLON STRIP /--REINF REF PLAN DOWEL VERT REINF INTO FOOTING AS SHOWN MATCH � �WITH VERTS BARS SPACING Tw / 4"DIA PERF FOUNDATIONCONT L 6x6x5/16 BOLTED TO CONCRETE 11 n (TYP LAP 48 BAR DIA MIN) DRAIN SET IN FREE :4;-‘1:440a:Hrt.,_u":4,10LWITH 5/$"DIA A.BOLTS @ 12"OC.WITH 41 ii • DRAINING GRAVEL FILL Ag " I I 11 REF GEOTECH 447; 15472 ;, SIMPSON SET-XP EPDXY. 1L_______J) ��\�i� tr PROVIDE SMOOTH TROWEL REINFORCED CONCRETE • •• •• \ -\�ti; NOTE: UM DIMENSION OF DOUBLE TOP PL MINIM SHEATHING SHALL BE 24". STUD WALL(IF OCCURS) 2x SOLE PL W/0.148x3"@ 6" -, ,,,,,- OC UNO&SIMPSON LTP4 AS - --,(+iNee.,.: ,,,,, -c.- t---w --_ IT---11 7 -i.;. *-44-;:- '' REQ.()TO RIM JOIST(REF WALL SHEATHING 2x STUD WALL SHEAR WALL SCHEDULE) NOTE: 11 11 1.1 1.1 • REF ARCH 0.148 x 3"NAILS @ 4" I 0.148 x 3"NAILS @ 4"OC TO BLKG TYPICAL HEADER BEARING CONDITION PANEL JOINTS TO BE CENTERED •H H EDGE NAILING FROELICH OC TO BLKG(AT SIM) WI(1)CRIPPLE MAX&(1)KING STUD ON STUD(OR 3x STUD-REF a, i", 1.1 • ENGINEERSA FLOOR SHEATHING I FLOOR TOPPING REF PLAN NEED NOT COMPLY WITH THIS DETAIL. SHEAR WALL SCHEDULE) I • PORTLAND: (503)624-7005 REF PLAN ,, -FLOOR TOPPING WALL SHEATHING REF PLAN I • • I . 2x BLOCKING AT PANEL BEND: (541)383-1828 0I - REF PLAN &SHEAR WALL SCHEDULE I 11 11 11 • EDGES REF SHEAR DENVER: (720)560-2269 ; FLOOR SHEATHING REF PLAN III L-•-r-4--1.. • WALL SCHEDULE froeli .-.--14- . . . -71 ch-engineers.com/71 ! POST OR DBL STUD ABOVE Af-------ii-,- ----r-1 JOB# 17-T174 1 LI I il I 11 11 All ..... la..._ .......„ II U II II EDGE NAILING I-JOIST BLOCKING L _....... 10.)3..." ..---,. .._ weiffwegiangsparfsr , --,. ©48" OC(AT SIM) 1 3/4"RIM JOIST W/0.148x3" TOENAILS @ 8"OC&SIMPSON 1 1 n raill0.9111111,74 WAWA=MEM 111111// 911111/7/4011,• // P It/MINN MS MN 11111111111111111111 1 I 17.1=//f//.1 I I I I IP WA I 1 III/7.~74 I 1 I I I PM I I I I I W.M FHA I 111 1 WA I WM M I WM IN 1.I 11 1 IMS.1111 I • SHEAR PANEL REF VERTICAL GRAINED I I I I SHEAR WALL SCHEDULE L.TP4 AS REQD TO DBL TOF'PL . I-JOIST BLOCKING @ 48" OC SOLID FIELD CUT * II 11111r I . (REF SHEAR WALL SCHEDULE) ilil II IR 1 BLOCK TO FACE OF xi I-JOIST REF I I I I II I A\ ..... PLAN(AT SIM) li II Ii WALL(MATCH WIDTH OF POST ABOVE) LI il 11 Ir I. : 2x STUD WALL REF PLAN .0:00TU44,1 3 1 I 11/4191.1111111111111 CONTINUOUS 1 3/4" 0 A II II II II I . 0 FROp 's • 4, CONT I JOIST BLK'G(USE NN-I-JOISTS-REF PLAN 1.t... _ I-JOIST REF PLAN LVL RIM JOIST 111101111111 -S\NN.\___ FIELD NAILING "'ICk 14401,4E-1--- 4, 1 3/4"LVL BLK'G AT 2ND C"-}-STAIR AT SIM CONDITION 1°1-1:::-.4.11 !IIII.--"" V- - FLOOR FRAtv1ING) I (2)-0.148 x 3"NAILS 1 1/2"FROM I FLOOR JOIST BEYOND 1 Ii ' 44, 1 ; ' HOLDOWN&HOLDOWN WEB STIFFENER JOIST BLKG END TO TOP PL 1 1 H I te EDGE NAILING 11 17-POST REF SHEAR WALL „:, 41111$01016' WHERE REQ'D I 1 CONT DBL TOP PL-REF DETAIL I POST OR DBL STUD BELOW II II I I Il I . SCHEDULE I 3/S6.1 FOR SPLICE CONN JOISTS BEAR ON&SPLICE I (MATCH SIZE UNO)ALIGNED I.1 [1 11 1.1 *tri,6,,,,, c-42.4.4*, 4z...,, NNN _0.148 x 3"TOE NAILS 1 1/2" I i 1,, 24"MIN SHEATHING OVER WALL,TYP W/POST ABOVE 1k 11 11 ,kr 11 FROM JOIST END TO TOP I 2x STUD WALL I I '` WIDTH-TYPICAL PL's I IL 8 _it. ii_._ .w...._......14.... •.4 , L , WALL FINISH REF ARCH CONT DBL TOP PL TYP 1/ 16"MIN-TYP / SILL PL (ANCHORAGE 0 " "" 0'.*4' at 2x STUD WALL REF SHEAR WALL 7--- SCHEDULE/NOTES) 10 FLOOR JOIST TO BEARING WALL 7 FLOOR JOIST TO WALL ---;4 \ CONTINUOUS POST LOAD PATH ( SHEAR WALL ELEVATION ...._._._yl SCALE: 3/8"= 1'-0" S6.1 Tkerig;j1-= 1-0" S6.1 SCALE: = 1-0" s6.) SCALE: 1"1"= 1,-0" - 16-1100 NOTE: NOTE: ezz7-FILLER STUDS 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. F I AIR GAP,REF ARCH ............ . /3\ 9,........ sm.. --Ar---- SOLE PL W/0.148x3"@ 44" # SHEAR WALL SHEATHING OC UNO r, 01 AS REQ'D REF PLAN \ POST OR DOUBLE STUDS AT EACH END OF .......... HEADER ,............ ......... ., ....1 C. ....1,..,......... 1". .lin WALL ABOVE GYP REF ARCH SOLE PL W/0.148x3"@ 6"OC UNO SHEAR WALL, REF PLANS&HOLDOWN .......(10)0.148x3"NAILS AS OCCURSSCHEDULE TO HEADER-TYP BEAM, REF PLAN FOR SIZE ON SHEAR WALL SCHEDULE TO OOP < RIM FLOOR SHEATHING _1 ,...... OPENING WIDTH EA SIDE < a. 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F-- ict) co Z 15 2 10.---- 1 2x KING AND 2x z cf) < 2x SILL 0 0 >- IL 10-F 11110.- 1 .....,__________.„... ..- ---CRIPPLE TO rt .02 ,T, 11, SUPPORT 2x 0 < e WA: ,10-111* 1 3/4 LVL RIM JOIST A\ -I-JOISTS,REF PLAN I-JOISTS, REF PLAN-7"7' 1 3/4"LVL RIM BOARD /3 -A '±-' 1..11,100.110 ma.=....11 SILL PL w 0. 6 WEB STIFFENER-" (IF REQUIRED)BY n r II DBL TOP PL REF 3/S6.1 (TYP) ............ 2x SUDS JOIST MANUF SIMPSON TOP FLANGE (2)0.148 x 3"TOE NAILS 1 1/2" u9 0 16"OC 0 ca 2 HANGER BY JOIST FROM JOIST END TO TOP PL's WALL SHEATHING REF SHEARSILL PL-\ Ctaum ()I--- (F1 0- P * MANUFACTURER WALL SCHEDULE FOR INFO EDGE NAILING , 114 RPOSTPOSTEFP u t\00 RRN DOUBLEDOUBLE8,HHOLDOWN LDSTUDS Ss BC ABOVE,EHLEODWL E .... @ NOTE: 2x STUD WALL 1 11 AT SIMILAR, BEAM IS DEEPER PERMIT THAN FLOOR JOISTS. 2 TYP HDR CONSTRUCTION - REF DETAIL 31/S6.3 FOR HDR WIDTH >6'-0" SUBMITTAL 11 FLOOR JOISTS TO BEAM 8 FLOOR JOIST TO PARTY WALL 5 HOLDOWN STRAP - UPPER WALL TO LOWER WALL S6.1 SCALE:61"=1'-0" 1 -T100 S6.1 Tg...11/4.L1t1"= 1.-o" S6.1 ur_,A.&,,1-= 1-0" S6.1 SCALE: 1"= I-0" 16-1100 REV DATE ISSUE TITLE NOTE: NOTE: 03/20/2018 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" 4'-0"MINIMUM 2x SOLE PL WI 0.148x3"@ 6"OC ON SHEAR WALL SCHEDULE TO OC UNO&SIMPSON LTP4 AS CORRIDOR UNIT RIM REQ'D TO RIM JOIST(REF W/(16)-0.148x3"NAILS AS SHOWN (EQ SPACED) SIMPSON A35 CLIP AT LTP4 CLIP WALL SHEATHING 2x STUD WALL--NSHEAR WALL SCHEDULE) 11111111111111111111111111111LIIIIIIL PROJECT MANAGER: CN REF PLAN 411111MVA1111111111111111 1111111111111111111111 1111111111111111 SPACING IN PLACE OF LTP4 CLIPS ______0_,_ FLOOR EDGE NAILING 11111111111111 MI NI NUM Ell=NI Ell Ell MIIIIIIII1111111111111111111•111/1111■ DESIGNER: YS FLOOR TOPPING REF PLAN c REF SHEAR WALL SCHEDULE(48" I FLOOR TOPPING REF PLAN MAX1 .1.1.1.r 00 UNO) SHEATHING EDGE I /- 5 CONT DBL DRAWN BY: FCE-ENG-10 I SIMPSON A35 CLIP AT LTP4 CLIP WALL SHEATHING REF PLAN&--\\N: TOP PL NAILING SPACING IN PLACE OF LTP4 CLIPS SHEAR WALL SCHEDULE FLOOR SHEATHING REF PLAN PROJECT NO: 174174 FLOOR TOPPING, I FLOOR SHEATHING REF PLAN FLOOR SHEATHING, REF SHEAR WALL SCHEDULE(48" REF PLAN 1 /3 DATE: 12/15/2016 REF PLAN OC MAX UNO) ,* I-JOIST REF PLAN JOIST, - - - - .......•491115‘911EallialillirEWAIIIIIMNIrMINS- '/- /' '" " '-'&7' "iv //I L''7 -/ ' 7// AT SIM CONDITION; I A A 1 1 I 1 2x STUDS SCALE: AS SHOWN REF PLAN eammomoni.,.......,.............. ... 7w . Ng s N 0,41 JOIST MAY RUN OTHER w DIRECTION. USE 1 3/4x11 7/8" Al WEB STIFFENER -4> S LVL RIM INSTEAD OF LVL BLK'G 1T30/4"LVL SRI@M JOIST W/0.148x3" TOENAIL3/4" OC&SIMPSON BY JOIST MANUF LTP4 AS REQ'D TO DBL TOP PL (REF SHEAR WALL SCHEDULE) 12 PLEX BUILDING - FLOOR JOIST, REF PLANNV .„,,,, -' 2,,,, /, J./ 7,,,, /// ,„7 „x„, /7., ' DBL TOP PL SPLICE - NAILED AS REQUIRED A\ A I .. ::,.....,..... ,I - , _--"i'il UPHILL &SIMPSON HU HANGER 1 151\-I-JOIST, 1 3/4"x11 7/8"LVL BLKG W/0.148x3" V1117 r11-0.148x3"NAILS©6" \---I-JOIST REF PLAN TOP PLATE SPLICE A\ TOE-NAILS @ 8"OC&SIMPSON , 1 , OC STAGGERED II l'-4"MIN REF PLAN LTP4 AS REQ'D TO DBL TOP PL STAIR AT SIM WEB STIFFENER BY JOIST MANUF LESS THAN 4'-0" (TYP) (2)-0.148 x 3"NAILS 1 1/2" ' -1 f CONDITION 1 3/4 x 11 7/8"LVL CONT RIM W/ I-JOIST BLK'G @ 48" (REF SHEAR WALL SCHEDULE) FROM JOIST END TO TOP PL L r•. ... • . • . • . , • , • . • i .. •.t...___L (2)-0.148 x 3"NAILS 1 1/2" L SHEET TITLE: 0.148x3"TOE-NAILS @ 8"00& QC W/0.148 x 3" , SIMPSON LTP4 AS REQD TO DBL TOP NAILS @ 4"OC TO FROM JOIST END TO TOP PL 1 PL(REF SHEAR WALL SCHEDULE) BLK'G WALL SHEATHING , CONT DBL TOP PL, REF DETAIL CONT DBL TOP PL-REF DETAIL FRAMING DETAILS REF PLAN 3/S6.1 FOR SPLICE CONN EDGE NAILING 3/S6.1 FOR SPLICE CONN ..„..... , • CONT DBL TOP PL, REF DETAIL 2x STUD WALL 11111114.- SBIMPSON MSTA36 STRAP CENTERED 3/S6.1 FOR SPLICE CONN WALL SHEATHING, _.._/k1._ 2x STUD WALL ON ALL DBL TOP PL REF PLAN NOTE: SPLICES(TOP& 2x STUD WALL, AT SIMILAR,WALL DOES NOTBOTTOM PLATES) REF PLAN ______..0____ OCCUR ABOVE FLOOR. -A,-- ..4- , 2x STUDS /12 CORRIDOR JOIST TO SHEAR WALL SHEET NUMBER: 9 FLOOR JOISTS AT WALL AT SHEAR WALLS 6 FLOOR JOIST TO WALL 3 DOUBLE TOP PLATE SPLICE - STRAP 6 . .1 SCALE: 1“. l'-0" S6.1 Teikii(%1^=l'-o" S6.1 SCALE: 1"= 1'-0" 16-T100 S6.:22 .V.-Mo : 1"= I-0" S6 • I WALL SHEATHING ____N___ NOTE: NOTE: 0.131 x 2 112"@6"OC SEE DTL 6/S6.1 OR 7/S6.1 NOTE r, 10.- ---4?7:-.1-1, . - SEE DETAILS 6/S6.1 &7/S6.1 FOR 1 FOR REMAINING INFO SEE ARCH DETAILS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS TO WALL SHEATHING, TYPICAL JOIST CONNECTIONS. 2x10 BLKG BETWEEN _ REF PLAN&SHEAR 2x SOLE PL W/0.148x3"@ 6"OC UNO TRUSSES W/0.148x3"@ 6" MAINTAIN REQUIRED FIRE RATING WALL SCHEDULE SCHEDULE &SIMPSON LTP4 @ 48"OC MIN TO OC TO BLKG&(2)0.148x3" 2x6 CONT BLKG BEAM UNO ON SHEAR WALL SCHED TO EA STUD UNIT CORRIDOR FROELICH .... . ' FLOOR TOPPING2x STUD WALL-N.7N_ FLOOR TOPPING, REF PLAN , 0,001 i 100 WALL FINISH, ENGINEERS FLOOR SHEATHING, REF PLAN FLOOR SHEATHING,REF PLAN 0011°11°11°w i REF ARCH --0--- PORTLAND: (503)624-7005 /3\ BEND: (541)383-1828 2x DECKING OR DECK STEP,REF REF PLAN WALL SHEATHING,REF PLAN&SHEAR ROOF TRUSSES, -, I-JOIST BLKG W/ DENVER: (720)560-2269 0 I-JOIST BLOCKING @ 48"OC REF PLAN froelich-engineers.com SHEATHING,REF PLAN ARCH , FLOOR SHEATHING, WALL SCHEDULE-\\ NAILS @ 48"OC .-.. .... 2x STUD WALL ..108# 17-T174 mo--" If--i- ,-.-.:-•:..-.....:::.,..--:::-%;:-.,1,,,-.,,,,. REF PLAN Jr ill I AWN P/.MWAINIIIMIll I MIIIINWAIWZ/41111,54111111WAMIValirid111r4i ! i 1 0:1 48 x 3"NAILS @ 4"OC ROOF SHEATHING PER PLAN W/0.131 x2 FLOOR TOPPING, FLOOR SHEATHING, FLOOR TOPPING, [1 it ' A ' ( BEAM, REF PLAN ir// / //: // 1 ,. ,,, ,,,,, ,... , A , i „ ...., 1/2"NAILS @ 6"OC EDGES&12"OC FIELD 0 131 x 2 1/2"@ 6"OC TO BLKG SIMPSON HANGER BY TRUSS MANUF. 0,0 " REF PLAN REF PLAN / ,,, / ,. / , , .1 / OP' /REF PLAN / / / // // ---.. REF PLAN i z,‘: \ ‘ 1 t II I ' ,*011110. NX.N___ 011ttlartjil.,. DECK JOIST OR -......... , \ \ I X I I X IV 1, • 4.-1 S nap BEAM, REF PLAN -III I-JOIST, REF PLAN 000 010 „0/ 1 • 4sv- m 0/ -371 00 00 00 V; 0 U 2x CORRIDOR lbS OGINZ.,,t& CA -4- tr.i. N.. JOIST AT SIM VI il FLOOR JOIST,REF PLAN 4,,,.# 1547Z --,TL A\ SIDING,REF ARCH CONT DBL TOP PL, /3\ „ ----- A , ,. • REF DETAIL 3/S6.1 1 3/4"LVL CONT RIM W/ 1,',..-4, 40. &SIMPSON HU HANGER ,CC 1 3/4 LVL RIM JOIST ‘ FOR SPUCE CONN 0.148x3"TOE-NAILS @ 8"OC ' ,p.m.f.mt , `417,ili„,-mo.- ' (2)-0.148 x 3"NAILS 1 1/2"FROM 1 1 . &SIMPSON LTP4 @ 48"OC i X \-I-JOIST, A\ JOIST END TO TOP PL CONT DBL TOP PL TYP IF/ • *,.,I A, 2x STUD WALL MIN TO DBL TOP PL UNO ON i / \ i REF PLAN 1 3/4"x 11 7/8 LVL CONT RIM SHEAR WALL SCHEDULE CONT DBL TOP PL TYP 2x SOLID BLKG t _____\ 1 JOIST W/0.148x3" itt Pi' ...-----------------2x STUD WALL POST&BEAM AT I SIMPSON H1 AT EACH TRUSS DBL TOP PL TOE-NAILS @ 8"OC(2-1 NOTE I --It-- SIM CONDITION 3/4x11 7/8 LVL BEAM AT SIM ALL DECK HANGERS,NAILS, .."-'-'---------2x STUD WALL 1 I ...t.....__A„. CONDITION) ail- t , Arm SCREWS, CLIPS&FASTENERS ARE WALL SHEATHING, TO BE HOT DIPPED GALVANIZED. REF PLAN ....i __vrt._ .1._ DBL TOP PL 22 S6.2 C DECK JOIST AT WALL SCALE: 1"= 1'-o" 16-T100 DECK RAILINGS&GUARDRAIL '19 CANTILEVER W/ FLOOR JOIST PARALLEL TO WALL S6.2 .../tp&l.= 1,..0- 16 S6.2 000,00000`''''' .1 LOWER ROOF TO WALL v..vi(%-r= 1,...0" 13 S6.2 CORRIDOR JOIST TO BEARING WALL SCALE: 1"= 1'-0" 16-T100 POST CONNECTIONS BY OTHERS I I IIIIIIIIIIIIIIIMIIIIIIIf I II= DBL JOIST AT EACH GUARDRAIL POST NAIL FLOOR SHEATHING TO NOTE: NAIL FLOOR SHEATHING TO WALL SHEATHING, REF PLAN /3\ BEAM OR JOIST W/0.148 x 3" SEE DETAIL 6/S6.1 FOR TYPICAL BEAM OR JOIST W/0.148 x 3" &SHEAR WALL SCHEDULE NAILS @ 6"OC UNO ON PLANS JOIST CONNECTIONS. NAILS @ 6"OC UNO ON PLANS /3\ PLAN VIEW A-A ,,, STRAP REF PLAN-CENTERED.2x DECKING OR DECK USE 0.148x3"NAILS EVERY !1 R SHEATHING, REF PLAN OTHER HOLES AT RIM OR LVL FLOOR TOPPING, FLOOR TOPPING, 1"...1 BLK'G REF PLAN f DECK RAILINGS& FLOOR TOPPING PER PLAN FLOORLEEOFFoppRL AL E ATOPPING,T114G, GUARDRAIL POST Cl : REF PLAN BEEFA PLAN JOIST,Ammi I A CONNECTIONS BY :' FLOOR SHEATHING, RIM BEAM REF PLAN 1 i) OTHERS REF PLAN , STEP PER 1 (i) W W ARCH • 0, ,,,,,,, NW ' / 5 7 , / 4 , tr....7_ --, „..,-.: :-/:.;,.:......4.::::..-,.:::.,:.t-....-,.../i...„, ,ilmoi,"----.1 manrizetwasammins 1 1 t r i / < 0 . I 11•//41111WAIIIMMIGAIIIIW 011111WAII/41111111F/MINIPPIAIWIMINI//411111102 :PM* IffA WM IIPM i' l IF0411 lir" I14 & REF PLANSIMPSON STRAP, 1! . AIN..,.!-U...711!1113how -11A1 am arm .I TO BEAM la 54Wiiiii \ ME &DBL TOP PL w VI y .11111.11111111111 II INI a . A 001.1106 VW L`twE imirar- r NI 1 \ 5<ir 14°FISPIAN 1 3/4" G LVL RIM JOIST OR \_STRUT, REF LVL BLK' BEAM OR DRAG i f: 8 0 top _... 07,:t PLAN 1>e- 1-U 8 , APA 1311116.11111•=111111111•11•111111 UJ Z l' Ae• u.1 fx, cc co., PT BEAM,REF PLAN ' 1 3/4"LVL RIM A\ / / F- I z DBL TOP PL, REF ili-t-- Im-AMI16L41- '111111k DBL TOP PL, REF--,- W co 8 Oz >-1- a) PT DECK JOIST, REF PLAN 2x PT LEDGER W/(2) DETAIL 3/S6.1 FOR 1, DETAIL 3/S6.1 FOR0 I-JOIST, REF PLAN WITH 0 w SIMPSON LUS28 9 SIMPSON SDS 1/4x3 SPLICE ! SIMPSON LUS HANGERS SPLICE U..1 w 6 >" ec oLi 1/2"SCREWS @ 16"OC ! o HANGER,TYP 2x STUD WALL CONT DBL TOP PL, INTO RIM JOIST ! REF DETAIL 3/S6.1 2x STUD WALL ........ 1.- < 0 a3 2 A\ 11 REF PLAN @ 16"OC el 1 3/4 LVL RIM JOIST POST, ! FOR SPLICE CONN POST, W c3 i? a. CONT DBL TOP PL,REF DETAIL REF PLAN I REF PLAN 3/S6.1 FOR SPLICE CONN 2x STUD WALL NOTE: ALL DECK HANGERS, NAILS, 2x STUD WALL ,t SCREWS,CLIPS&FASTENERS ARE PERMIT TO BE HOT DIPPED GALVANIZED. NOTE: SUBMITTAL SEE DETAILS 6/S6.1 &7/S6.1 FOR (23 DECK JOIST TO WALL S6.2 16-1100 TYPICAL JOIST CONNECTIONS. 20 S6..2. 1 BEAM DRAG STRUT TO WALL = 16-T100 17FLOOR FRAMING DETAIL AT BEAM 6.2 i OA.'"= I'-O" 16-T100 14 S6.2 BEAM DRAG STRUT TO WALL SCALE: 1"= I-0" SCALE: 1" I-0" SCALE: 1"= 1'-0" ' REV DATE ISSUE TITLE A\ 03/20/2018 STRUC REVISIONS WALL SHEATHING, REF PLAN&SHEAR __kik__ 2x STUD WALL FLOOR SHEATHING, WALL SCHEDULE -1/L7 WALL SHEATHING, REF PLAN REF PLAN I FLOOR TOPPING, 2x BLKG FLOOR TOPPING, BETWEEN STUDS 2x BLKG W/0.148x3"@ 6"OC PROJECT MANAGER: CN REF PLAN WALL SHEATHING, ,1 REF PLAN FLOOR SHEATHING, DESIGNER: YS REF PLAN&SHEAR ' \ ROOF SHEATHING, Oh WALL SCHEDULE 1 2x DECKING OR DECK STEP,REF REF PLAN REF PLAN 2x FLAT DECKING DRAWN BY: FCE-ENG-10 I SHEATHING, REF PLAN ARCH 2x4 BLKG BETWEEN ----__,' 'N., PROJECT NO: 17-T174 i:;--- --111nswealsomatamsauffissag STUDS AT HANGX -,,,,..m....,..ww.m.......,www.............. 0.- "i...:,.- .. ., .A,...•f. ERS I SIMPSON H1 AT // 1 .,,,,, .:// _/,./ 17/A /7! .. -• '4' EACH TRUSS ""-- FLOOR TOPPING, X N._ --....---- ---......-- -......-- --.. DATE 12/15/2016 ly, REF PLAN FLOOR SHEATHING, X REF PLAN 2x BLKG X '1\ 1. ,ko: . o • .. 0 SCALE: AS SHOWN -\ o o ° X . _ , . , - '-'•\ . X DECK JOIST OR-------- --- X UXDING UPHILL - L I BEAM, REF PLAN /I-JOIST, 11.11 BEAM,REF PLAN 12 PLEX REF PLAN , X ' r LAN WITH SIDING,REF ARCH BEAM REF PLAN I /3\ L/ \ 6x6 HF POST&END II BEAM REF PSIMPSON HUCQ HANGERS COLUMN CAP,REF PLAN SIMPSON BC POST CAP -7 I-JOIST,REF PLAN ROOF BEAM AT SIM CONDITION _____o____. FROM BEAM TO POST (UNO) SHEET TITLE: FRAMING DETAILS , NOTE: ' (JOISTS RUN OTHER COLUMN REF PLAN ALL DECK HANGERS, NAILS, DIRECTION AT SIM NOTE:ALL DECK HANGERS,NAILS, WITH SIMPSON ECCQ SCREWS,CLIPS&FASTENERS ARE CONDITION) COLUMN CAP TO BE HOT DIPPED GALVANIZED. TRUSS AND HANGER SCREWS,CLIPS&FASTENERS ARE BEAM, REF PLAN BY TRUSS MANUF TO BE HOT DIPPED GALVANIZED. ''N DECK BEAM TO DEEP GL BEAM 21 FLOOR FRAMING AT DECK . FLOOR FRAMING SECTION AT LOWER ROOF 15 DECK - UPPER POST TO LOWER POST- CORNER SHEET NUMBER: - S6.2 Tkviti.= 1.4r S6.2 SCALE: I" 1'-O" S6.2 SCALE: 1"=1'-O" S6.2 SCALE: 1"=1'-0" 16-T100 S6 • 2 • 2 NOTE: SIMPSON A35 AND --%/"--- 2x WALL,REF PLAN WALL SHEATHING MIGHT BE ON THE OTHER SIDE OF THE WALL AT SIM �e= WALL SHEATHING,REF PLAN CONDITION. 2x SOLE PL WJ14 E 9 ---�____ CONT DBL TOP PL 2x SILL PL, r • 0148x3 @ 6 OC REF SHEAR WALL " ��_ SCHEDULE FOR ATTACHMENT FLASHING BY OTHERSr SIMPSON A35 CLIP AT LTP4 CLIP PT DECK POST REF ( \I__ FLOOR SHEATHING& ° SPACING IN PLACE OF LTP4 CLIPS ELEVATED CONC. /- PLAN TOPPING REF PLAN ° 7REF SHEAR WALL SCHEDULE(48" j OEL --FILLER STUDS AS REQ'D F I� I H /3� ...' \ ENGINEERS1 E UPPER HDR REF PLAN ; ~';i ai ; a,' ;i �i'>'` ,;, �„ �� ,,, ii SHEATHING 6x6 DF#1 LOWER �```-(4)0.148x3"NAILS TO `. EDGE NAILING PORTLAND: (503)624-7005 INVERTED SIMPSON — 1I :: : HEADE3HDR IF OCCURSDENVER: 720 560-2269 ECCQ66 COLUMN CAP _ EA SIDE froeii: (54)383.182 IN ARCH / FLOOR TOPPING - DRAWINGS REF PLAN S S FLOOR SHEATHING com JOB# 17-T174 SIMPSON A35 AND SIMPSON HU PER PLAN • - 2x KING AND(2)2x CORRIDOR JOISTS, REF PLAN '� HANGER I-JOIST ..= v ., `.. ,tip -4, w\ m w v� .� - - Ati v v v v w ,,- SIMPSON HUC HANGER CRIPPLE TO W/SIMPSON HU HANGER REF PLAN • BETWEEN LOWER HDR -- I SUPPORT HDR • AND CRIPPLE SHEAR WALL EDGE NAILING '� I _ -. M WINDOW TRIMS-NOT =..- BEARINGAllk - 2x KING AND 2x CRIPPLE - -1-JOISTS //: (2)0.148x3"FACE---"' "^ TO SUPPORT 2x SILL PL 2REF PLAN JOIST, SlsaOCT NAILS @ 16 OC-TYP /" `�. - 16" 5112x18"GL RIM BEAM R AT BUILT UP STUDS 2x SILL -2x SUDS @ OC WEB STIFF BY JOIST MANUF AS REQ'D , �� AT OPENING ''"� 2x12 LEDGER W/(3)ROWS SIMPSON TOP FLANGE ��, CONT DBL TOP PL —0— WALL W/1/4"x 31J2"SDS SCREWS7 HANGER,REF JOIST \-PT 4x DECK RIM pv WALL SHEATHING, REF PLAN AS SHOWN BELOW s " i, PT GL DECK BEAM REF PLAN t, 9�� 1 3/4 LVL CONT RIM W/0.14$x3 SCHEDULE 2x SILL PL USE 2-2x6 WHEN / / TOE-NAILS @ 8"OC&SIMPSON LTP4 AS BEAM REF PLAN ( 2x SILL N REQ'D TO DBL TOP PL(SEE SHEAR WALL ft * I SIMPSON HUC MECHANICAL UNIT OCCURS '�.I # �: UNDER THE WINDOW) \ 0 SCHEDULE) _0 % HANGER \ O • • • • \ W CONT DBL TOP PL-REF DETAIL \"� 3/S6.1 FOR SPLICE CONN " �; " 2x STUD WALL PER PLAN___„7 WALL SHEATHING PER PLAN N 34 POST ABOVE TO BEAM BELOW AT CANT. DECK 31 1 HDR CONSTRUCTION - 3 BAYS & 1 O'-0" TOTAL LENGTH MAX 28 CORRIDOR TO GARAGE 25 CORRIDOR JOISTS TO WALL SCALE: 1"= 1'-0" SCALE:3/8"= 1'-0" SCALE: 1"= 1-0" SCALE: 1"= 1-0" S6.3 16-T100 S6• 16-T100 S6.3 16-T100 S6.3 16-T100 NOTE: ANY OTHER HOLE SIZE OR LOCATIONS MUST BE APPROVED "---Ar---7 BY ENGINEER OF RECORD Q 2x WALL PER PLAN SHEATHING PERWALL PLAN I— FLOOR TOPPING PER PLAN (2)112"DIA x 6"LAG (i) SCREWS AT 4"OC FLOOR SHEATHING PERPT GL DECK BEAM PLAN 2' WITH SIMPSON 2x HOLE DIA W I— w G.L.BEAM PER PLAN HUCQ HANGER Y4" W LLIr ..0 yi- / 2 �iJ ,oi iir`iii ;ir,irl ii - ,i 0 , Q BENT PL%"x x16"LONG r W/(6)1"DIA BOLTS TO GL 1 \ 1/3 DEPTH � ��/ � HEADER @ 12"GA • S ��/�/� /f 0 LL. ~ o O Fo s C d _ i TOP OF0 \ W z ; o �' p O PLATE ELEV. LU co 5A6"SIDE PL'S AS SHOWN W/ I) = \ 1/3 SPAN MIN 1/3 SPAN MIN R z i Q (2)1"DIA THRU BOLTS-� "`�r <r / / / / Z LL et o �\ € ----\ ALLOWABLE ZONES FOR W J O TYP 1/4 r ik� SINGLE 2"DIA HOLE Fri � O " (MULTIPLE HOLES REQUIRE ��/ u~i O rm., Z /3 6" / \__ --•VA-- PRIOR ENGINEER REVIEW) -A,- LL 2 h= EL f2 G.L.HEADER TO FLUSH WITH 3/"BRC.PL x AS REQ'D. JOISTS PERMIT A\ SUBMITTAL (---3—; , DEEP BEAM TO HDR CONNECTION 29 NOT USED 26 ALLOWABLE GL BEAM HOLE LOCATIONS - TYP AS REQ'D SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE:3/8"=1'-0" 1 !,6.3,1 16-T100 56.3 16-T100 S6. 16-1100 REV DATE ISSUE TITLE A\, 03/20/2018 STRUC REVISIONS 1NOTE: NOTE: REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" • ' I �! MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. ig DBL JOIST AT EACH GUARDRAIL POST AIR GAP,REF ARCH PROJECT MANAGER: CN PLAN VIEW A-A � CONT DBL TOP PL DESIGNER: YS A\\ SHEAR WALL SHEATHING AS REQ'D REF PLAN(NO SHTG AT SIM) _1 DRAWN BY: FCE-ENG-10 DECK RAILINGS& SOLE PL W/0.148"x3"@ 6"OC LINO '� GYP REF ARCH \ : ,\ PROJECT NO: 17-T174 GUARDRAIL POST ON SHEAR WALL SCHEDULE TO RIM 11.1 '� ir FLOOR SHEATHING = r DATE: 12/15/2016 A CONNECTIONS BY OTHERS 2x8 PT BLK'G WITH S P O '3 L ' A L '4 IP s 1 � ��, 0.148x3"TOE NAILS AT SPACING IN PLACE OF LTP4 CLIPS t Z SIMPSON A35 SCALE: AS SHOWN 6"OCce • REF SHEAR WALL SCHEDULE(48" /./-FLOOR TOPPING REF PLAN S OC MAX uNQ) IL. 1 ;►� �'�l ►� ►� Ica � ►,.r,."N �i� � ►� U Gi it >ii .moi � Di`'rli Iii rii--r;./;-;?7, --2' . t �. .�, ro a rl irk"1v �r ?rr 'Iv rri rii of'iii ai rii 1rC,�it`� (2)2x6 KINGS i' i � PT DECK JOIST �- 1 "ma' **VMS BEYOUND SIMPSON TOP FLANGE •"" 12 P L EX BUILDING - �, ...mit HANGER BY JOIST �r Z MANUFACTURER WEB STIFFENER .4> •\ SIMPSON CS16x AS SHOWN UPHILL WHERE REQ'DY •�• STRAP FROM (2)2x6 Frilm*....... SIMPSON HU HANGER GARAGE DOOR • CRIPPLES TO DBL TOP PL 4x PT RIM BEAM « o HEADER, REF PLAN .� 1 SHEET TITLE: NOTE: PT GL DECK BEAM REF (2)2x6 CRIPPLES ALL DECK HANGERS, NAILS, APLAN TO BE NOTCHED 31/2x11 7/8"LVL RIM BEAM W/ I-JOISTS, REF PLAN-JOISTS \ FRAMING DETAILS , SCREWS,CLIPS&FASTENERS ARE . AT BOTTOM 0.148"x3"TOE-NAILS @ 8"OC& TO BE HOT DIPPED GALVANIZED. **DO NOT OVER IMPSON LTP4 AS REQ'D TO DBL TOP MAY RUN EITHER DIRECTION NOTCH** PL(REF SHEAR WALL SCHEDULE) PT GL BEAM REF PLAN 'ALL S A IN CONT DBL TOP PL, REF DETAIL REF PLAN _,_ 3/S6.1A FOR SPLICE CONN 2x STUD WALL SHEET NUMBER: 33 CANTILEVER DECK BEAM S6.3 SCALE: 1"= V-0" 16-T100 30 PARTY WALL TO TYPICAL WALL CONNECTION 27 GARAGE DOOR HEADER CONNECTION SCALE: 1"= 1-0" SCALE: 1"=1'-0" S6.3 16-T100 56.3 16-T100 S6 . 3 F -ti 0.131 x21/2" NOTE: - i @ 2x BLKGW/p.162x3 :� _.x:.. 6"OC REF DETAIL 21S7.I FOR BUILT-OUT g g ;,,,, 2x6 OUTLOOKER 1 "TOE-NAILS @ 6"OC, GABLE END TRUSS CONNECTION TO TRUSS ROOF STEP s FLAT @ 24"OC MEMBER 0.131 x 21/2"@ TO PERIMETER WALL. 3 F::- •jr- u 6"OC C ,L � 2x BLOCKING(MATCH 1 �_ � E L� H • • r DEPTH OF TRUSS TOP ENGINEERS ,. ... 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''�•,`,., DATE: 12/15/2016 `•~'..., 41 SCALE: AS SHOWN ROOF TRUSS I` PER PLAN 12 PLEX BUILDING — UPHILL 11111111 i SIMPSON H1 CLIP SHEET TITLE: AT EACH TRUSS / 2'-0" / 4'-0" / CONTDBLTOPPL ROOF FRAMING STUD WALL DETAILS PER PLAN /-18." 18� SHEET NUMBER: t SHEARWALL CONNECTION AT DOUBLE TOP PLATE STEP15 ROOF TRUSSES TO BEARING WALL SCALE: 1"= 1'-0" I SCALE: 1"=1'-0" LS7.2 J 16-T100 \S7.2 16-T100 S 7 . (1)LAYER 5/8"TYPE'X BRICK VENEER,SEE EXTERIOR j 1"MIN AIR SPACE AT BRICK, ASSEMBLY NOTES Q GYPSUM BOARD 1 ELEVATIONS FOR TYPE ! I 1 MORTAR AND WATERWAY 11 MM MINIMUM 1/2"GYPSUM BOARD I I / RAINSCREEN DRAINAGE MATS° `- RESILIENT CHANNELS AT 24"OC = I 1"MIN AIR SPACE AT BRICK } ��� � G 1 SYSTEM AT STONE 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TOs .rial " , --- - 1 %/ ASSEMBLY AS REQUIRED BY STRUCTURAL ENGINEER.WHERE A NON-SHEAR y' 'rk -,,-u ► FIBER CEMENT BOARD SIDING 31/2 UNFACED FIBERGLASS _ // WEATHER RESISTIVE BARRIERWEATHER RESISTIVE WALL EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL,PROVIDE rte= BATT INSULATION IN OPPOSITE ,•1 WOOD SHEATHING,SEE STRUCTURALBARRIER $-`' T, '. :► ♦ ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR WALL TO PROVIDE - " 4 STUD WALL CAVITY FROM •1 5/8"TYPE'X'GYPSUM SHEATHING i.,/, .., ----- WOOD SHEATHING,SEE CONTINUOUS FACE OF FINISH. `.�; '- WOOD SHEATHING R-21 FIBERGLASS BATT INSULATION, STORAGE �► 4 CRAWL SPACE INTERIOR • EXTERIOR { STRUCTURAL Inc,�� WOOD SHEATHING, SEE f NO INSUL AT GARAGE R-21 BATT INSULATION 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER 2014 OREGON STRUCTURAL Otak Architects, i „ ' > STRUCTURAL 2 x 6 WOOD STUDS, 16"OC 3 " SPECIALTY CODE SECTION 718. ► ♦_ MAX,SEE STRUCTURAL _ 2 x 6 WOOD STUDS, 16 OC 808 SW 3rd Ave, Suite 300 :' 2 X 6 WOOD STUDS, 16"OC 5/8" 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN WINTER)OF DOMESTIC '�. � � TYPE X GYPSUM BOARD `� MAX UNO,SEE STRUCTURAL Portland, OR 97204 : MAX UNO OTHERWISE • �•-- WATER PIPES AS REQUIRED TO PROTECT PIPES FROM FREEZING. Y • 2x6 WOOD STUDS, 16"OC CALCULATIONS OF RATING USING OSSC SECTION 722.6: ...--do.-- I " 4 ,�/ MINIMUM 1/2 GYP BD Phone 503.287.6825 MAX UNO,SEE STRUCTURAL - 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND FINISHES AS REQUIRED FOR Fax 503.415.2304 M' 51/2"UNFACED FIBERGLASS 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES 1 BRICK VENEER OR EXTERIOR PLUMBING ACCESS PANELS. ► '1.�' ' __� - 5/8"TYPE'X'GYPSUM BOARD 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES •moo"'J �j"""��- MANUFACTURED STONE ' BATT INSULATION MINIMUM RATING FROM INSIDE 60 MINUTES 3 , VENEER,SEE EXTERIOR 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO SUPPORT SHELVING, (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) ELEVATIONS FOR TYPE TOWEL BARS,RAILINGS,AND ALL OTHER WALL-MOUNTED ACCESSORIES AND ?••[ INTERIOR EXTERIOR 5/8"TYPE'X'GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES EQUIPMENT. 26 CRAWL SPACE WALL - NON-RATED 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES 10 EXT WALL - BRICK OR STONE - NON-RATED 6. PROVIDE UL APPROVED THROUGH PENETRATION AND MEMBRANE ASSEMBLY:NA FIRE NR STC:NA MINIMUM RATING FROM OUTSIDE 60 MINUTES 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 CORRIDOR < > UNIT 15A EXT WALL - BRICK VENEER - 1-HR RATED PRE-MFR TRUSS,BY OTHERS 1 LAYER 5/$"TYPE'X' ASSEMBLIES,SEE A8.11. UNIT I STAIR ASSEMBLY:OSSC SECTION 722.6 FIRE: 1-HR STC:NA GYPSUM BOARD 7. PROVIDE WATER RESISTANT TYPE-X GYP BD AT BATH TUB AND SHOWER East &GA WP 8105 I FIBER CEMENT SIDING,SEE 3 LAYERS 5/8"TYPE'X' WALLS,SEE 17/A8.1I &18/A8.11. 7' GARAGE < > STAIR � EXTERIOR ELEVATIONS FOR ; GYPSUM BOARD " TYPES AND COLOR 7/8"METAL HAT CHANNEL Condominiums . MINIMUM 1/2 / FURRING 24 O.0 GYPSUM BOARD CORRIDOR STAIR RAiNSCREEN DRAINAGE SYSTEM ;' OVER WEATHER RESISTIVE BARRIER / SW Roy Rogers Rd. WEATHER RESISTIVE BARRIER / Tigard, OR 97223 21 E PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT INSULATION 1 WOOD SHEATHING 5EE STRUCTURAL g 2x4 WOOD STUDS, 16"OC MAX ,1` ' UNO,SEE STRUCTURAL 5/8"TYPE GYPSUM SHEATHING _ �. 21D OMIT BATT INSULATION AND RESILIENT CHANNELS-USE GA FILE WP 3510 •1 R-21 FIBERGLASS BATT INSULATION (SEE ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) INTERIOR 1 EXTERIOR 2 x 6 WOOD STUDS,16"OC WOOD DECKING, - 21 CI OMIT BATT INSULATION . -- -�- MAX,SEE STGYCTUMAL ., _ _ . 5/8"TYPE'X'GYPSUM BOARD • 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 21B 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 . k5A1 INTERIOR WALL - FURRING 21,�J 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 ` MINIMUM RATING FROM INSIDE 60 MINUTES 8A ASSEMBLY:GA RC-2751 FIRE:2-HR STC:NA 4 ASSEMBLY:NA FIRE:NR STC:NA 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)) Polygon 8„ 1 1 5/$"TYPE'X'GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES FLOOR FINISH PER �� 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES Northwest 5/8"TYPE GYPSUM BOARD FINISH SCHEDULE ,,��, �� MINIMUM RATING FROM OUTSIDE 60 MINUTES CONCRETE SLAB W/ 1/2" _y.I� (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) 1 GYPSUM CEMENT r - + REINFORCING,SEE UNDERLAYMENT �� �� RESILIENT CHANNELS AT 24"OC EXT WALL - FIBER CEMENT - 1-HR RATED STRUCTURAL 703 Broadway Street, w7 . MINIMUM 1/2"GYPSUM BOARD ._� ��i 114A - ° b_ - WOOD SHEATHING,SEE Suite 510 - W'4 31/2"UNFACED FIBERGLASS ASSEMBLY:OSSC SECTION 722.6 FIRE* 1-HR STC:NA :; = .• ;' — ,— — — STRUCTURAL - �� I��i &GAWP 8105 Vancouver, WA 98660 ••• •► ► BATT INSULATION IN OPPOSITE 12"THICK CONCR E -- .�_ _ iif ./>` iii , 4 I4 STUD WALL CAVITY FROM -' ., - :- M. a , 4 �-11 WOOD SHEATHING ' 1 A X X' A ,-, 2 X 4 WOOD STUDS, 16"OC .jd 4 : '` .-._: WOOD JOISTS,SEE STRUCTURAL :2/ MAX UNO OTHERWISE �J 1J 4 4 �� STRUCTURALHING,SEE , . ,4• :a q TJI FLOOR ASSEMBLY �� . 4,-*.: Q` 2 LAYERS 5/8"TYPE'X' WOOD „k ) I4 �� �� GYPSUM BOARD � � .- -' (10-247A 116-4111- ► - ►4 4 '11 ° CALCULATION OF RATING USING OSSC SECTION 722.6: �4 I 4 2x4 WOODSTUDS, a "' - O 16 OC (2)LAYERS 5/8"TYPE'X'GYPSUM BOARD- 80 MINUTES �� �� MAX,SEE STRUCTURAL -,- 4`- - ' ;- 2X WOOD FLOOR FRAMING AT 16"OC MAX 10 MINUTES • - = a �° -4. MINIMUM RATING FROM BOTTOM 90 MINUTES 24B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS UNIT UNIT :°�. 7B WITH R-38 FIBERGLASS BATT INSULATION &2 LAYERS 1/2 TYPE'X'GYPSUM BOARD. 24A1INTERIOR WALL - NON-RATED 20 FIRE PARTITION - 1-HR RATED 13 CONCRETE RETAINING WALL 7A FLOOR - GARAGE OVER CRAWLSPACE 3 FLOOR/CEILING - 1 HOUR RATED - CORRIDOR ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:GA WP 3370 FIRE: 1-HR STC:54-55 ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:OSSC 722.6 FIRE: 1-HR STC:NA NBC-W13c NRC-7L-93-265 FLOOR FINISH PER FINISH SCHEDULE MINIMUM 1/2"GYPSUM BOARD ' WOOD RISER,SEE 1 1/4"GYPSUM CEMENT STRUCTURAL UNDERLAYMENT AT CARPET AND 1" a �1-..1 / ;',_ ',.; ° 2X6 WOOD STUDS @ 16"OC, A7 SHEET VINYL SEE STRUCTURAL WOOD TREAD,SEE 1/4"ACOUSTICAL SOUND MAT - N 1 I ....-- BRICK VENEER,SEE EXTERIOR •a, STRUCTURAL UNDERLAYMENT AT SHEET VINYL ONLY 2 X 4 WOOD STUDS, 16"OC i ELEVATIONS FOR TYPE = R-21 FIBERGLASS BATT - ----_. s'� WOOD SHEATHING,SEE STRUCTURAL c `` MAX UNO i 1"MIN AIR SPACE AT BRICK j' , INSULATION CARPET&PAD WOOD I-JOISTS,SEE STRUCTURAL • 11 • y p 4011.''. 1"AIR SPACE I cve`l 518"TYPE'X'GYPSUM BOARD :: WEATHER RESISTIVE BARRIER 'INNp R-38 BATT INSULATION AT SECOND �� el irs"" ›.- j.,,' 1 WOOD SHEATHING, SEE STRUCTURAL 1 FLOORS BETWEEN GARAGES AND UNITS R"'a , 7` :? ',‘, -<>..(1 " q CONCRETE RETAINING WALL, i STRINGERS-SEE AND AT EXTERIOR BAYS ONLY-NO 31/2" (2}LAYERS 5/$ TYPE X'GYPSUM SEE STRUCTURAL STRUCTURAL BRIAN R.FLEENER al . ,._ 1 BATT INSULATION AT THESE LOCATION3l "', I SHEATHING ,� o :,,'}` ' ; R-21 FIBERGLASS BATT INSULATION °-- BELOW GRADE I 31/2"UNFACED FIBERGLASS BATT • 4 F4'. ,,a - ... �� I _ VIAND,OR '�.` �1.•I 2 x 6 WOOD STUDS, 16"OC MAX, • •.` : .. -, -.� _ WATERPROOFING -7 INSULATION(BETWEEN UNITS ONLY) - "e .:I SEE STRUCTURAL °. ' �� �H �� SUPPORTED ON RESILIENT CHANNELS _►�1, :, 1 (2)LAYERS 5/8"TYPE'X GYPSUM . ; n 4 RESILIENT CHANNELS 16"OC MAX AT 24" F 0 • :' I.: BOARD --..• OC JOISTS AND 24"OC AT 16"OC JOISTS ATTACHED TO JOISTS WITH 1 1/4" INTERIOR �I.• / EXTERIOR MINIMUM 1/2"GYPSUM r r DRYWALL SCREWS, BOARD,OMIT AT ♦♦�,.4 r•itiP�♦IPTIVP/'♦♦�'�g* (2)LAYERS MINIMUM 1/2 TYPE'X'GYPSUM " , _ CONCEALED SPACES . . . • ,� BOARD.AT EXTERIOR BAYS USE MINIMUM Construction 1/2"TYPE'X GYPSUM SHEATHING INSTEAD pmQ 23B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS FOR ALL LAYERS,SEE TYPE 2C BELOW FOR ASSGI t blies ADDITIONAL INFO R-38 FIBERGLASS BATT INSULATION AT EXTERIOR BAY LOCATIONS AND 5/8"TYPE 23A1 INTERIOR WALL - 1-HR RATED 17A EXT WALL - BRICK VENEER - 2-HR RATED 12 EXT WALL - BASEMENT - NON-RATED 6 STAIR - NON-RATED 2C 'X'GYPSUM SHEATHING INSTEAD OF 5/8"TYPE'X'GYPSUM BOARD&FIBER CEMENT ra 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 SOFFIT PANEL OUTER LAYER WITH 1 X 3 FIBER CEMENT BAITS AT SEAMS&EDGES. 2B R-38 FIBERGLASS BATT INSULATION AT GARAGE CEILINGS. CLASS C ARCHITECTURAL (-9 GRADE COMPOSITION FLOOR/CEILING - 1 HOUR RATED - UNITS u_ ASPHALT ROOFING SHINGLES 2A w FIBER CEMENT SIDING,SEE ASSEMBLY:WIJ-1.7 AMERICAN FIRE: 1-HR STC:63-65 ICC:51 o EXTERIOR ELEVATIONS FOR FOREST AND PAPER U TYPES AND COLOR / ROOF UNDERLAYMENT ASSOCIATION, INC ,, , x c ' I RAINSCREEN DRAINAGE SYSTEM — FLOOR FINISH PER 5 (2)LAYERS 5/8"TYPE'X •-r--—‹ ;I. : "4 1 ' OVER WEATHER RESISTIVE FINISH SCHEDULE m GYPSUM BOARD ;-,� 1 I 1 BARRIER ROOF SHEETING,SEE 00301 ` -' STRUCTURAL CONCRETE SLAB(4"MIN) _------ FIBER CEMENT SIDING,SEE EXTERIOR WEATHER RESISTIVE BARRIER WITH REINFORCING,SEE 2 07.13.17 Plan Check Responses k I RESILIENT CHANNELS AT 24"OC ELEVATIONS FOR TYPES AND COLOR wig STRUCTURAL # Date Description °' "'.= 11"x- WEATHER RESISTIVE BARRIER WOOD SHEATHING,SEE .*-->K' - ; . ` I Revisions � ,� I 'I PREFABRICATED WOOD 10-MIL VAPOR RETARDING • RAINSCREEN DRAINAGE SYSTEM OVER STRUCTURAL ROOF TRUSSES,SEE — - February15,2017 WEATHER RESISTIVE BARRIER R-21 FIBERGLASS BATT /tipt <;° _ a - , MEMBRANE •_- 51/2"UNFACED FIBERGLASS ,}� STRUCTURAL 0. !'' BATT INSULATION 1 WOOD SHEATHING, SEE STRUCTURAL 4 1 INSULATION(OMIT AT GARAGE) _. +< ." P Date }c ' ; , . a CRUSHED AGGREGATE 00 >< I. (2)LAYERS 5/8"TYPE'X"GYPSUM • Al • 2 x 6 WOOD STUDS, 16"OC R-38 FIBERGLASS BATT ,' , ;; °.,;:,''y`,� " ;.," ; ; , ;x ° ;E., DRA1NGAGE LAYER PER ` 1 SHEATHING ��r.;��mwir" • �::.�.:��.'r.� .•;r..;:•,. BB,DG,NE WOOD SHEATHING,SEE MAX UNO,SEE STRUCTURAL 7INSULATION .,;•• •oA/4A'.VV�•i;, ♦..•• moi : o �, SOILS REPORT o STRUCTURAL 1 >-<-.. R-21 FIBERGLASS BATT INSULATION .I ' �/ ...4.„,,,,,,..,,,...,..,.,,,,,,,,,,....,..• ! % Designed By o r •;aim-- 2 x 6 WOOD STUDS, 16"OC MAX, ' MINIMUM 1/2"GYP BD , ..::ti.; ,,k. .'k!► -,._.-:. .,:.' '" ! , UNDISTURBED SOIUCOMPACTED • ' 2x6 WOOD STUDS, 16"OC ,1 SEE STRUCTURAL , , I • i N........., I I _ .N .... FI PER SOILS REPORT DG,NE, NM I ; ;.-_. LL P o MAX UNO,SEE STRUCTURAL ‘.', <>41:i (2)LAYERS 5/8"TYPE'X'GYPSUM ,�� I ' • 1/2"GYP BOARD AT UNIT • • --• Drawn By U v, BOARD - I INTERIOR, • € I - 1 - -= INTERIOR EXTERIOR NOTE:SEE ASSEMBLY 10 FOR STONE ..........._..__; I ___.._._.._I ._._.._. .........._.._; ;.__.._.__.... ; ;_......_._.; PROVIDE R-10 RIGID FOAM " �}-� 'I, WAINSCOT. SEE ELEVATIONS FOR • • 5/8"TYPE'X'GYPSUM INSULATION AT FACE OF • KJ z _ (2)LAYERS 5/8 TYPE X' INTERIOR .-"1 /I-.--I EXTERIOR LOCATION&HEIGHT. WALLBOARD AT EXTERIOR CONCRETE Checked By GYPSUM BOARD cu • FIBERCORRDORS, PANEL AT24" T:,- - _ A 11 r OMIT SIDING&WRB AT INSIDE OF FIRE/WATER ROOM EXTERIOR LOCATIONS WITH FOUNDATION FOR A DEPTH17857 N ;< OF MINIMUM. Project Number OMIT INSULATION,FCP SOFFIT IN LIEU OF 1 X 3 FIBER CEMENT BAITS UNIT STAIR 11 B 2 X 4 STUDS IN LIEU OF 2 X 6 STUDS AND NO INSULATION 5B 1/2"GYP BOARD AT EXTERIOR AT SEAMS&EDGES 1 B NO INSULATION AND 4"MINIMUM CONCRETE SLAB ON COMPACTED FILL ce° ONLY AT UNIT PATIOS 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 SLAB ON GRADE - NON-RATED A1 . 01 m 22 16A 11A 5A 1A Sheet Number - m 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 ASSEMBLY:NA FIRE:NR STC:NA Copyright 2016 aI _ iy If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. a> 1ps -Air---, le- 1 ROOM FINISH SCHEDULE DOOR SCHEDULE 0 ROOM NAME FLOOR FINISH/MATERIAL BASE FINISH/MATERIAL WALL FINISH/MATERIAL CEILING FINISH/MATERIAL COMMENTS OPENING DOOR DOOR FRAME FIRE .,::Al° a TYPE MARK LOCATION WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HARDWARE RATING COMMENTS , * BUILDING Al BUILDING ENTRY 3'-0" 8'-0" C STEEL PRE-PR WOOD PAINT 1 - T WE: D •S A 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 MINS DOOR ONGNETIC HOLDPE 1 ELF CLOSING t,Vg5ArttA GARAGE CONCRETE WOOD-PAINT GYPSUM BOARD GYPSUM BOARD A4 GARAGE ENTRY 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 3 r ,, 45 MIN SOSING LOBBY CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A5 STORAGE 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 4 20 MIN SELF CUSSING hInc STAIR CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A6 STAIR 6'-0" 6'-8" B SC-PHB PRE-PR MDF PAINT 2 k 60 MI )DORS ON MAGNETIC HOLD OPE 4 ELF CLOSING OIC k ACC tecLs, STORAGE CONCRETE OR UNFINISHED PAINT GYPSUM BOARD GYPSUM BOARD A7 FIRE SPRINKLER/WATER 6'-0" 6'-8" B STEEL PRE-PR STEEL PAINT 5 A 808 SW 3rd Ave, Suite 300 WATER CONCRETE - GYPSUM BOARD GYPSUM BOARD 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 G 4. 2` Phone 503.287.6825 UNITS All r,-ti.z STAIR r✓'N, 3'-6" 6'-8" A SC-PHB PRE-PR MDF PAINT 9,./-,--)4 .\.,),TERP,A_RkD 90 MIN '0- R ON MAGNETIC HOLD OPE SELF CLOSING Fax 503.415.2304 BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS V1\Al2 STAIR 3'-0" 6'-8" A SC-PHB PRE-PR _ MDF PAINT 16 0 M S_EL_F ! ip. FLOOR PLAN NOTES --� .- a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD m4„ ., , AND EDGE OF ROUGH OPENING UNLESS OTHERWISE __ NOTED. ,w°` - 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. -- -,;z-,,,A%,,,,14-$ F 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE - SHEET A1.01_ 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. Otak ArdliteCtS, Inc 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR $08 SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. Portland, OR 97204 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMATION, Fax 503.415.2304 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 RATING AT ALL TUB/SHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE ANDFOR �" rTYPES AND 10. SEEDE AR SN13 D /A8ID0AND 14/A8.111SFORWALLSRlvet Terrave INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN East ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5%MAXIMUM SLOPE. Condominiums A GI 0 12. SEE 19/A8.11 FOR FIRE EXTINGUISHER CABINET DETAIL COORDINATE LOCATION WITH FIRE MARSHALL AND PROVIDE UL-RATED E ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY SW Roy Rogers Rd. ct Q y AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL Tigard, OR 97223 a IN MANUFACTURER'S STANDARD ENAMELED c,� CONTAINER .1, 50'-3 3/4" 32'-51/4" , 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER A3.01 A 4 DESIGN/BUILDING DRAWINGS AS APPROVED BY 44111% 4 4 IFIRE MARSHAL. Allk 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, , A4.11 SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED° A4.01 ° A4.01 WOOD FRAME ° AND 48"ABOVE FINISHED FLOOR AND BETWEEN ECTRICAL 6'-6" , 5 1/2" SHEAR WALLS 13'-0" PANELS TO BE LOCATED WITHIN REACH RANGE OF SEE STRUCT. 1. 'I 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL Polygon ♦ ♦ - - - - - - _ - - - - - - - - - - - ♦ ♦ 0 AT GROUND FLOOR UNITS. 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Northwest r - - - - - - - � DRAWING PACKAGE. Northwest YY , I 1 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR Zo r _ J I � BUILDING FOOTPRINT ABOVE; - INFORMATION REGARDING JUNCTION BOX 703 Broadway Street, O O 0 0 O a a O 3 D O D D S. ♦ i i EXHAUST i � PLACEMENT AND DETAIL $. 12/A8.11 FOR Suite 510 I i TOP OF SLOPE PLUMBING PENETRATIONS FOR ONE AND TWO WA 98660 - - - J i FAN 2'-1r1 1/4" a � . HOUR RATED WALLS. Vancouver, CRAWL SPACE I / / CRAWL SPACE p 19. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR zz EXHAUS L -- --- ' w =7,-. 13 FRAME DETAIL(AND HINGE JAMB DIMENSION). _ _ _ _ _ _aCO_ _ _ 0 ' ' FAN10'-10 1! » 7'-8» p D_ p Q _ _ °D 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. ala 0c 13'-113/4" , , 0a1�10'-8" • 10'-93/4" �m> I N MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF ''Co Co �•''N> 26 1 • ' �/u • ACCESS dr- 26 VENTS AND SOFFITS W/LOCATIONS SHOWN ON , PLANS AND ELEVATIONS. ALL STANDARD VENTS TO HATCH j BOTTOM OF SLOPE BE GREATER THAN 3'-0"FROM ALL OPERABLE F.- �. 14'-31/4" ¢ A4.12 f ♦ OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE ,3 -- RFTA[NlNG WA!I S • 4„ , GREATER THAN 10'-0"FROM ALL OPERABLE 13 I 2 STORAGE STORAGE STO' +GE STORAG= STORAGE B K Tb' GE STORAGE A� ® r , - 246- 11:15 22E.13--4, (6 BIKES) A5 24B A5 ,2 CRAWL SS. (� �...� 21. CRAWL SPACES SOIL SURFACES SHALL BE A4.12 ; ; I ; _ F L_ i. COVERED WITH A SOIL-GAS RETARDER MEMBRANE a o Iiii N _ . (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE ♦ +� �� .. __. .. -_ .T - ♦ CI RADON GAS MITIGATION SSTEM. b -• 1 -, 5 -9 3 -3 2' " 4 -0 4 3....-1.1., - _ 22. WL VENTILATION M I B ♦ 3 » » ; » -0� » » "'" CRA SPACE VE ON SYSTE S Y OTHERS/ __kiro Al :- - __ , R _ 1 D �, I 13 0 DESIGN BUILD AND SHALL BE PERMITTED UNDER A 'n `'� CORRIDOR ' 21 • C ^'� 0 _ F DEFERRED SUBMITTAL. II , FE •a . 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER 't- (� - i o T, . -- .... . _ `"'-3°- .... ..._ !i. ♦ 't- INFORMATION `" 10 1 ,ISO _;L1___ -- I B1 I aIll �-} (DI O B1 - -1-i - 4 "' 24. SEE DETAIL 5/A8.12 FOR NONRATEDWALL NG ABOVE. to• ____ ,� / II A3 \/ 1 \ \ 8'-41/2" INTERSECTION WITH HR FLOOR( r 0 ��p - 22 __.IP NM ** x fl 2 A3.01 A3.01 4 V _0010:- III �L _ _ I Al, N N CI) r o i6 zy, -dam -3-1-----4- __T - ".1 z, I c s i_,, g 14 . N co "' � 22 M 0 ' eco N _'y N 0 © UNIT 2.1 - B © UNIT 1.1 - B ` ,. �� SEE A5.20 r lizor SEE A5.12 0 d7 1 f 1 TYPE B ICC/ANSI MI I TYPE B ICC/ANSI 1 `, ACC UNIT IN AGC UNIT ' _`�► $ �R.FI. IAC a ii Q 5/11 0 UP _�i! o _�� ft, _____ 10 8,0 ,r, .,_ PORTLAI� R STAIRtA i1 .. _ 4 'QOF OW T ® �i. .i 1.�.rte .��� m 10 L! l J ��. 1■) 1 0 "�^ 3 3 3 10 i� co • N 10 Ir ��' _. ._11A '��� 10 12 Plex Uphill i " 3'-0" �3'-0" � J a, I PROVIDE KNOX COMPANY �����fffff RAPID ENTRY SYSTEM(S) Basement Floor 1'- " f.5" -1'-1 1/Y"•1 9" PER EACH BUILDINGS AS A8 04 8'-2" I°- APPROVED BY TUALATIN VALLEY FIRE AND RESCUE Plan I I I I O 3 u_ LU I I I 0 O 1'-10" 2'-0" A3.01 I x,--31/2" m c •3'-0" 3'-0" 3'-0" +(2, 6 ,-6" '-6 3'-0" 3'-0" 3'-0" 3'-0" 3'-9" '-6")'-6" '-6" 2'-11 1/2" 31/2"- 'JrIf k 21/2" / 31/2"J 31/2" 31/2"/ / "-2'- l" / 1 31/2"? 31/2" m I 19'-0" �, 12'-5" 10'-11" 10'-91/2" 13'-61/2" �, 5'-2" 8 2 07.13.17 Plan Check Responses a / 43'-4" • 9'-11" / 29'-6" • # Date Description v •81'-9" • Revisions 1'-0" IL February 15,2017 o. ti I Date cn I, oo o Designed By "°n B D DG,NE,NM 6 Drawn By 0 o KJ -a Checked By z o c 17857 N Project Number 5 cDcC 0 co N A2 . 00 _ - m 1 BASEMENT FLOOR PLAN iv (j) chis 0160 it A2.00 SCALE: 1/8" 1'-0" If this drawing is less than 24"x 36",ft has been reduced.Scale accordingly. FLOOR PLAN NOTES - 0 ' 4. 1 co 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD A. AND EDGE OF ROUGH OPENING UNLESS OTHERWISE .>_}, r NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL 4*- ' LEGEND SEE SHEET A0.01. '-,t,4 V S 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE � � SHEET A1.01. 1 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. Otak Architects, 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 43) ASSEMBLIES SHALL RUN UNDER 1-HR A FLOOR/CEILING ASSEMBLY. O GO8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY J RATING AT ALL TUB/SHOWERS. A4.01 Er¢ A4.01 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND a FOR DOOR AND WINDOW TYPES AND SCHEDULES. River Terrace 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL INTERSECTION DETAILS AT 1-HR&2-HR WALLS. k 82'-9" 0.1 x 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN 2'-11 1/2" 50'-3 3/4" / 32'-51/4" / ON PLANS.WARP CONCRETE AT WALLS AND East 11 3/4"� AWAYROM AND AROUND WITHOUT EXCEEDINCOLUMNS AS SHOWN TO FORCE WATER TO G -`r/ / 11'-3 1/2" / 25'-5" / T-3" / �3'-4 3/4" 1T-11 3/4" / 11'-51/2" /3'-0/ 1.5%MAXIMUM SLOPE. ' / -/ / / },8'-0" 8'-0" 4'-10" 8'-0" 3'-0 I 8'-0" j / �, /2'-3" 8'-0" 8'-0" �1'-8" 12. SEE 19/A8.1 1 FOR FIRE EXTINGUISHER CABINET Condominiums 1'-6" / /V 2'-2"J / }, 1'-21/2" N I DETAIL.COORDINATE LOCATION WITH FIRE A3.01 1'j /3" OVIDE UL-RATED TYPE ABC FIRE EXTINGUISHER WIMARSHALL AND TH 10 POUND NOMINAL CAPACITY SW Roy Rogers Rd. NNMANUFACTURER S STANDARDD AMMONIUM SENAMELED ED DRY CHEMICAL Tigard, OR 97223 1 I 1- CONTAINER a I 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE A MECHANICAL DESIGN/BUILDING DRAWINGS. p A 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 3 z 4 ELECTRICAL DESIGN/BUILDING DRAWINGS. ( A4.11 ( 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER re VIV DESIGN/BUILDING DRAWINGS AS APPROVED BY \ W '� FIRE MARSHAL. I z I 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, 3'-2114"� _ WALLS U SECURITY CONTROLS AND ELECTRICAL _ RECEPTACLES SHALL BE MOUNTED BETWEEN 17. / �' WALLS Zr) AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL 10 �r r N ABOVE _ a� ABOVE f- ,-� " , r • in ♦ i. C') --- ii= i14- ai S 10 o PANELS TO BE LOCATED WITHIN REACH RANGE OF NI N o � '� i 7 A8.04 0 �----- --m _,- 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL Polygon ,` ♦ ♦ - - 1 - - ♦ -�- A8 -_ , ♦ A8 (♦ ,� - -'s a---� I - - •♦ AII • i I - - - N AT GROUND FLOOR UNITS. - ♦ r' ♦ s' CI 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT is 1fl 10 ---• N `' /� i 10 ■ # 10 �\ DRAWING PACKAGE. _ Northwest cA 10 �� I \ X' / I X / I _".., I \ X / I M io♦ 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR • 10 ^�I �`� /"� Q INFORMATION REGARDING JUNCTION BOX 703 Broadway Street r / I / I I / I / I / I PLACEMENT AND DETAIL 11 JA8.11 , 121A8.11 FOR ' M♦ o0 10 I X I Z _ N IL _ - ``J Al I - I I X I ►/ O5 I C° PLUMBING PENETRATIONS FOR ONE AND TWO Suite 510 I • HOUR RATED WALLS. Vancouver, WA 98660 'IN P I / \ I •" _ - I / \, I I / \ I cam► 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR 4 (� _ _ N V _ N V - N 1,_0" FRAME DETAIL(AND HINGE JAMB DIMENSION). `° SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. -' ' A 11C I GARAGE 6 1 F-11-3 Q' 20 MECH DESIGN/BUILD TO COORDNATE LOCATONS OF rr--� _ A3 01 4 , I r-'� I I to VENTS AND SOFFITS W/LOCATIONS SHOWN ON GARAGE 1 GARAGE 2 GARAGE 3 GS GE 4 GARAGE - 2 A3.01 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO ` A, 24B E 21 B •--F173' 21 B24A 1 : 1/2= " N BE GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE ♦ 1 25A/ ,,I, r GREATER THAN 10'-0"FROM ALL OPERABLE 1:1A4.12 •. .__ ._.. .__ ._ ._. ♦ OPENINGS. N o WATER/ FIRE 10 11C ; (6 (AZ 4 ' (A---i..h4 co cl --♦-h 21. CRAWL SPACES SOIL SURFACES SHALL BE SPRINKLER 2 _ COVERED WITH A SOIL-GAS RETARDER MEMBRANE (MIN.To POLYETHYLENE) SPA T OF A COMPLETE . . R ♦ ♦ - A4.12 /- - T :.'.' r� ^i� .mN ..- .�_ ♦c'' r- _ - ♦ - 0 RADON GAS MITIGATION SYSTEM. _ • ♦ _ 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ `c o N F-1+•-•, 21B ! 21B I. CORRIDOR 21B ZA r,... _... _, , o 0 o SI L BE PERMITTED UNDER A 21A - -- 2 I DESIGN BUILD AND SHALL 21E _; E I Al ;n in DEFERRED SUBMITTAL. • `Z FEC R cn A4 !j:.. ` . `.. _.. t' ``�♦ ,n 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER �' 0 ( } • L ' k. = C .._. .... . ( /t ♦ ♦ INFORMATION '1---1 -,��--- -- Bi 1 t ` , 22 �l ' __ �_�_�'_ 11A �( 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL i i A3 22 - - B100 INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. a f3* 1 d. I • UP DN 4130 r a _ 11A j I /j rtE IInrIL__ En as 1 1 / 1 c., Calc� ' I / " Ilii 3 - ih M ao N N '� - - • A5.01II : • N N (CN1 C) (© I 22Anki LJ 1 �,a• �_41; r UNIT 2.1 - B I _ A4.l2 UNIT 1.1 -A 1 3720 °1 SEE A5.20 \ I I SEE A5.11 N,� I TYPE BIGC/ANSI �' TYPE A ICC/ANSI "'♦ BRIAN i •FI. E IER o t 'co STAIR i,... _ �, ACC UNIT ACC UNIT 11A „ • a in i i s B2 lQmum I00 '� - 44 I k mil ril 1fiA0 V l./ 19A � - --- -� �t1A � - 0 L:.! V 11A " ,- i� !. N iY) 11A 1 - 12 Plex Uphill I I RLO" I I BELO First Floor Plan 7-2'-4" PROVIDE KNOX COMPANY I I 3'-fl" 3'-0"1/23 I PERRAPID ENTRY EACH BUILDINGS SYSTEM(S) ') 3 1/2" / ,/ APPROVED BY TUALATIN = 7 " 2'-0" VALLEY FIRE AND RESCUE 0 2'-11 1/2--.\ 3 1/2"-• /-4' 21/2" 8" 3112 3 1/2" 3 2'-1" 31/2" 31/2" 31/2' u. ' 1 /3'-0"3'-0" 1 /3'-0/ ?'-6 '-6" ,-6 / (f..0�,3/'-0" 3'-0" 3'-0/ 1032' 6 '*6" ,-6/ 0 vnn 5112".\ A3.01 1/2" 2'-11" 10 1/2" mM 19' 0"- 1'-2�/ 9 -9 1'-6T/ 10'-5IY 10'_4 / / // / n -r '' 1/2" " 9'-9" 1 5'-2" v43'-4" 9'-11" 29'-6" 5 1'-0"'�4, / / / m i/ 81'-9i I / 207.13.17 Plan Check Responses P r.) 1 di L # Date Description Revisions be February 15,2017 a B D ti ate LO CON- BB,DG,NE . o Designed By .°Q DG,NE,NM c Drawn By U ,. o , KJ . Checked By z fl c 17857 cw Project Number o re 0 c,COi NIG0 1 N BUIL 1 FIRST FLOOR PLAN ED Sheet Number hi Copyright 2016 - i.7_ A2.01 SCALE: 1/8"= 1.-0" If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. co tY • FLOOR PLAN NOTES - 9 '-.4.; I. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD q- AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. �� 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. s , -r, 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI �} ACCESSIBLE DWELLING UNITS. Otak Architects, Inc 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd AVe, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. Portland, OR 97204 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMATION. Fax 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING 0ASSEMBLIES SHALL RUN UNDER 1-HR A 0 FLOOR/CEILING ASSEMBLY. A A 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY A4.01 i& A4.01 Ai RATING AT ALL TUB/SHOWERS. f 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND Terrace a ` A4.11 A4.11 River FOR DOOR AND WINDOW TYPES AND SCHEDULES. c±I `11 `r 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL INTERSECTION DETAILS AT 1-HR&2-HR WALLS. /, 82'-9" 11 ON PLANS.WARP CONCRETE AT WALLS ANDSIDEWALKS AND PATIOS SHALL SLOPE AS East / 50'-3314" / /32'-5114" / 2'-111/2"-� 11'-31/2" 14'-8" 21'-43/4" 10'-91/4" 7'-8" 11'-0" 3'-0" COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE / / / / / / / / / AWAY FROM AND AROUND WITHOUT EXCEEDING '"�, ■ m /3'-0" '-0", 3'-0" , I'-6 '-6 '-6�3`-1� /3'-0" 3'-Oy 11/2"/ i / /3'-0 ,3`-0}, 12. SEE 19/A8.11FORIMUM 4REEXTINGUISHER CABINET ondo l in�1�111� ',31/2"�4" ^4" 31/2"-' ``-31/2" 31/2" 2'-1 1/2" 2'-3" 31/2" 2'-2"� DETAIL.COORDINATE LOCATION WITH FIRE A3.01 MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE SW RoyRogers Rd. EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY g AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL Tigard, OR 97223 1 IN MANUFACTURER'S STANDARD ENAMELED ,i,3'-0",3'-0 ,3'-10" 3'-0" 5'-43/4"�11/4" CONTAINER � 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE --''-3-1 /2" MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER I DESIGN/BUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL. ROOF 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, ROOF 11A BELOW 11A SECURITY CONTROLS AND ELECTRICAL BELOW 11A1 RECEPTACLES SHALL BE MOUNTED BETWEEN 17. ,. a 0 ■I O O 11A 11A c`v �/ 11A co " AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL _ PANELS TO BE LOCATED WITHIN REACH RANGE OF �� - O O O 11A T O Q ♦ 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL Polygon ," AT GROUND FLOOR UMTS. v7 , t- 0 0 L"� .��. 'i 0 O B 11A ♦ ♦ 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Northwest - 0 11A 1 1 11A 11A 1 i 11A �t--'�. 'c. _eMer J �© it co ♦ DRAWING PACKAGE. luau � q© O o 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR INFORMATION REGARDING JUNCTION BOX 703 Broadway Street, N i 11 B2DUNIT 32 i UNIT 1.2 1 PLACEMENT AND DETAILII/A8.11 , 12/A8.11 FOR Suite 510 ♦ 1 o PLUMBING PENETRATIONS FOR ONE AND TWO �,• co SEE A5.32 I SEE A5.13 O HOUR RATED WALLS. Vancouver, WA 98660 zo J O3 R 1 20 �'� ` '' S 19. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR oa �t c° 4 112" ® co FRAME DETAIL(AND HINGE JAMB DIMENSION). �=/ 1111111M 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. N I L ROOF BELOW i'' MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF -' I O �® I °I° 1 1 �" VENTS AND SOFFITS W/LOCATIONS SHOWN ON c,,, M a i _J F, PLANS AND ELEVATIONS. ALL STANDARD VENTS TO r,• 11A r ---- \ t o BE GREATER THAN 3'-0"FROM ALL OPERABLE �- ♦ ' I OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE -" VI,, ,i) __ iiiiiii *0 -- GREATER THAN 10'-0"FROM ALL OPERABLE 0 \ i d� I OPENINGS. o11. •l04 a 21. CRAWL SPACES SOIL SURFACES SHALL BE Z.1 _' 2 I� B\ [7] �- I 4" " COVERED WITH A SOIL-GAS RETARDER MEMBRANE A A -r---r-i /12 (MIN.6 MIL POLYETHYLENE)AS PART OFA COMPLETE ♦ 1 - - A4�' � c� - •- ♦ - CO RADON GAS MITIGATION SYSTEM. ir = _ iv 0 ♦ _ b 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ CORRIDORN1 E01 Q o r co 20 - 21A 21A 22 Ti5) 11A DESIGN BUILD AND SHALL BE PERMITTED UNDER A PARTY "' _ _ J �� FEC------ `'� "' DEFERRED SUBMITTAL. --- L 4 -,� - 1111111 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER WALL ♦ N- I t , � l= , - z ♦ �`- _ (� INFORMATION DD U -, ..L___ __-, B1 -i 7( • L''J �B1 _____ i_J- _ 0 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL --,r I A3 I \ \\ c INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. I Op / S I I © 2 A3.01 A3.01 4f. Q1:D Mr an \ UP =` DN - - 2 -- // 0 r---1-- i ii. - - L 10-FA V 1\ 7". .,,,,, 1 . . co N oi N • Alik '1* INN '- ..y�� I A5.01 Cri in , Mil M �' ca 5 ` A4.11 I I i 1 r -'16 .' N ' Alali , �� UNIT 2.7 STAIR ` r = UNIT 1.1 b . -� ' 3720 dr, i -, 01 SEE A5.19 22 22 SEE A5.10 1 _ BRIAN R.FL ' ` p x "� - ',., al, 1... ".. OPEN I oam' =��■_1 ° - / 3 I .. ao r a ♦ ♦ *N ♦ --, m:"=�mom= 111} �.�,Ston .,,.�.�. :144 rAi ns ♦ - VAN,t}R -N 0 0 11A 0 Li. IMI 0 0 ,,..4 . .Angit"' -.11 NA sr OF 0 tE . �� 11A 12 Plex Uphill I I I 2'-11 1/2"� 3 1/2" " 1/2" ,,-- 3 1,2" 31/2" SecondFloor . / 3'-0" 31/2" 3'-4" r,--31/2' f- /' ,-0,, low,-- ,.._.i� 6"1:6#04-10 112" Plan / e3'-0�,3'-0�, 4'-3" e3'-0� 8"""); 6" ' 6" '-6" ,3'-0" .3'-0" r3'-0" .3'-0 1"3 -0 1'-0"--�/ 19'-0" 1'-2"/� 9'-9" 1'-6"Z/ 10'-51/2" , 51/2" 51/2° 10'-4" 2't 11"--\ ' 9'-9" 5'-2" / 3 / / /43'-4" 9'-11" 29'-6" / _ / 82'-9" / 0 3 Lu I I U A3.01 ...i „I ....i m rn c co g p , - 2 07.13.17 Plan Check Responses ED. # Date Description I- tii Revisions it February 15,2017 a Date to co BB,DG,NE o Designed By 7 c� o DG,NE,NM m o Drawn By U o KJ co , Z Checked By co 17857 N Project Number w ix 0 02 co 01 N A2 . 02 _ . _ m 1 SECOND FLOOR PLAN Sheet Number iii ' ED Copyright 2016© A2.02 SCALE: 1/8"=1'-0" If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. a> CY FLOOR PLAN NOTES -' -_ _ 04. -0 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE n tifg NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. m r4 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. - 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI t hit k Architects,ACCESSIBLE DWELLING UNITS. OtaInc 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR $pg SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. Portland, OR 97204 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.5825 OTHER STAIR INFORMATION. Fax 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING A Ali 0 Mk 4110 q ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. A4.01 / A4.01 / 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. /� /� 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND a n. ` A4.11 \ A4.11 FOR 10. SEE DETAILSR ND WINDOWA1AND 14/A8.111 ES AND FOR WALLS River Terrace / 82'_g^ / INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 50'-3 3/4" 32'-5 1/4" 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN East / / / ON PLANS.WARP CONCRETE AT WALLS AND 2'-11 1/. " 11'-3 1/2" 14'-8" 21'-4 3/4" 10'-9 1/4" 7'-8" 11'-0" 3'-0" COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE / / I / / / / I 3'-0" 3'-0" /;67-66"3'-1" 2'-41/4"--. /3'-0 ,3'-0�, /3'-0� ,3'-0" 3'- 15AYFROM AND AROUND WITHOUT EXCEEDING /2" T1/2" 'I "� l ^ " 12. SEE19/A8.11FORFIREEXTINGUISHERCABINET Condominiums 3 1/2 2 -3 \31/2" 2 21/4 DETAIL.COORDINATE LOCATION WITH FIRE A3.01 MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY SW Roy Rogers Rd. AND AMMONIUM PHOSPHATE-BASED DRY 1 I IN MANUFACTURER'S STANDARD ENAMELED CHEMICAL Tigard, OR 97223 ' 0" '-0" 3'-1b" 3'-0" 5'-4314" CONTAINER /3 - , / / / ; 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE 31/2"-- MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL LDING DINGS. 15. FOR FIRE SPR NKI ENRS SEEFIRE SPRINK ER DESIGN/BUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, 11- A 11A 11A SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 17. ° ' I I� C O O O 11A a - - O 11A 11A I ° AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL♦ N Mal-�- 11A w w PANELS TO BE LOCATED WITHIN REACH RANGE OF - - __- - - SII I �-`'i'""""""'�'M O1 1 0 IKE " . 1111/ V� ♦ 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL_ �. - - Polygon ♦ ♦ ♦ I - ➢ 'L ���� F���--•-R ! + ■-.' -M - % ♦ AT GROUND FLOOR UNITS. �� ® 11A 111A lir 11A 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT n� (�,�-✓ 40 - . = DRAWING PACKAGE. Northwest I �, +!!!!i! } • 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR r-iN1 INFORMATION REGARDING JUNCTION BOX 703 Broadway Street, 11 B UNIT 3.2 20 UNIT '1.2 a -! PLACEMENT AND DETAIL 11/A8.11 12/A8.11 FOR .♦ co SEE A5.32 SEE A5.13 N C' SUIte51 Q PLUMBING PENETRATIONS FOR ONE AND TWO 1 -� i _ M HOUR RATED WALLS. Vancouver, WA 98660 _to ` -- 19. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR co zt cs, I 3 i I co FRAME DETAIL(AND HINGE JAMB DIMENSION). ' O I,I 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. cMv `� - _ i Li o N MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF OMI I IVENTS AND SOFFITS W/LOCATIONS SHOWN ON h� M 11A� ____ I , 1 b N PLANS AND ELEVATIONS. ALL STANDARD VENTS TO - \ I BE GREATER THAN 3'-O"FROM ALL OPERABLE �C OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE ♦ c°� 11A /-r/���� I i - d Op GREATER THAN 10'-0"FROM ALL OPERABLE c \ ``�� y V \' ' I 1N. I _,, �+- OPENINGS. 1, B1 21. CRAWL SPACES SOIL SURFACES SHALL BE c- ,� r \ A4.12 ®� PI ! � ! //B1 --T---r-1 COVERED WITH A SOIL-GAS RETARDER MEMBRANE - .- -�" - dillo - - iii t' 'f��� T - _ - - - (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE 'E,♦ " I ♦ 0 - RADON GAS MITIGATION SYSTEM. } _ `n 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ N `�♦ 20 _ C { 21A 21A FEC .� - 22_^ 21 21A '-` 11A '- in DESIGN BUILD AND SHALL BE PERMITTED UNDER A PARTY DEFERRED SUBMITTAL. - - - _ _ 0 WALL �' ♦ ` © -- _� ` `�- 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER 1 t �_[li I � j r; roll __�_�_r_ L; INFORMATION 11A I� �-` B% , A3 STAIR \\B1 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL t I QO 11 INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. A3.01 4 0 p U� r- _' DN 0 2 A3.01 aril 1 1 1 I � MIM I I Q M N N / A ' "_ In A5.01 - M = �` N 00 © 0 s n c co V `` Ak A4.11 I t ` _ , Afili .a = t. UNIT 2.1 ` " A4.12 1 b;co 72� �; -' N �,J SEE A5.19 I 2� �, UNIT 1.1 � �� OPEN SEE A5.10 y�Y'!j} }Q 3 } Q ♦+ ' il:co to ct) .,.-. j� ♦ j� j,� r �R ii7./ 13/1.7. s / {iii S A11A V W e 1=1 0.„A . ! 1 a a -♦ ♦ ♦ "' - - - :I.i ='=-■ - &1_ S . I - _.. "'♦ ♦ - - 4 VIAND,0 ' �: O O 11A O 11A '.���I •� I MC � � !7 - 11A 11A �` ` OF OW :- UNO 1-11A I 11A kr ROOF ROOF BELOW BELOW 12 Plex Uphill 31/2" 2'-8 3/4"� 31/2" 2' 0" 31/2" 2'-4" I 31/2" 2'-1" Third Floor Plan 2'-11 1/2" X31/2" 3 3'- '-0" 3'-0" 4'-3" '-0" ' 0" 3'-0" -� 3'-0 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 4'-73/4" 3' b" 3'-0" Imo` / / / , l / /1 / • ' / / / / / / .9 i 4' / • -4 19'-0" / 12'-5" / 10'-51/2" x51/2" 13'-61/2" / 5'-2" / 43'-4" y 9'-11" / 29'-6" / -, 1 -�" 'f 81'-9" / z 3 0 L ,LL UI A3.01 m c co B D °; 2 07.13.17 Plan Check Responses a) L Date Description v Revisions it February 15,2017 a ti Date loa 'r BB,DG,NE o Designed By in DG,NE,NM aDrawn By U V) , KJ a Checked By z m 17857 ry Project Number S. o ce G co N A2103 •0 3 - a 1 THIRD FLOOR PLAN ED Sheet Number Copyright 2016 ii A2•03 SCALE: 118"= -0" 51' If this drawing is less than 24"xit 36", has been reduced.Scale accordingly. ROOF VENTING CALCULATIONS ROOF PLAN NOTES o a ROOF AREA REQUIRED VENT PROVIDED VENT AREA(SQ IN) TOTAL VENT AREA 1. SEE LOWER FLOOR PLANS FOR BUILDING DIMENSIONS. AREA IDENTIFICATION SQ FTSQ. IN.1300 AREA(SQ. IN.) LOW HIGH PROVIDED(SQ. IN) ;` ,_ .I� 2. VAPOR BARRIER AT INSULATION TO BE LOCATED IN WARM SIDE OF � ATTIC#1 2006 288,864/300 963 (6)x 50=300 SQ. IN. (10)x 50=500 SQ. IN. 1001 INSULATION. 77 37.83 LF X 5.3=201 SQ. IN. 3. SEE DETAILS 13/A8.04 AND 14/A8.04 FOR ROOF PENETRATIONS. LIN-44-- ATTIC#2 2312 332,928/300 1,110 (5)x 50=250 SQ. IN. (11)x 50=550 SQ. IN. 1123 4. ALL OVER FRAMED ROOF AREAS SHALL HAVE A 22-1/2"X 30"HOLE CUT IN 61 LF X 5.3=323 SQ. IN. ROOF SHEATHING FOR ACCESS AND CONTINUITY OF ROOF INSULATION. Otak Architects, Inc 5. PER 2014 OSSC 1203.2 THE NET FREE VENTING AREA SHALL BE 1/300. INSULATION HAVING 808 SW 3rd Ave, Suite 300 A VAPOR BARRIER WITH A TRANSMISSION RATE NOT EXCEEDING 1 PERM SHALL BE Portland, OR 97204 PROVIDED. Phone 503.287.6825 6. ROOF ATTIC VENT PROVIDES 50 SQ. IN. FREE AREA EACH. Fax 503.415.2304 7. EAVE VENTS AT TRUSS BAYS:PROVIDE(3)VENT HOLES AT 1-112"DIA. (5.3 SQ IN. OF FREE AREA PER 24"O.C.TRUSS AREA.) 8. SEE DETAILS 10/A8.04, 11 1A8.04, 12/A8.04,151 A8.04 FOR TYPICAL ROOF FLASHING DETAILS. 9. FOR ROOF SLOPES FROM 3"/12"TO 4"/12"DOUBLE UNDERLAYMENT APPLICATION IS River Terrace REQUIRED.ALSO SEE SPECIFICATION SECTION 073113-3,SUBSECTION 3.2 TQ"112" ROOF SLOPE ROOFING UNDERLAYMENT INSTRUCTIONS. 10.TRIANGULAR LOUVERS SHOWN ON ELEVATIONS ARE NON-FUNCTIONAL AND ARE NOT East INTENDED TO PROVIDE ATTIC VENTILATION. ®---- Condominiums A3.01 a ce < SW Roy Rogers Rd. ce 1 l_ ROOF PLAN LEGEND Tigard, OR 97223 -- EAVE VENTING = OUTLINE OF WALL BELOW iik Ai DRAFTSTOP A4.01 I < 3 RIDGE A4.11--• RIDGE 7A4.01 A r A8.04 4 10"112" y ,`? DS 10"112" RDS TYP A4.11 DS `\ I- 7 DS I DSa I DS '..4DS r - -� soasmra��ss®m®� +ar sewer - Tr I i we e: . - l - - - - Polygon L v - - , , Northwest JI L 1 I il S' I I❑ ® Cl ❑ 10"/12" ® 10"/12" ❑ 1 I A DS I Ii, II 10"/ 12" 1- n 10"/12"J pii.- N - .. ,,� 1l 703 Broadway Street, Suite 510 4"/12" I I _' 111 Vancouver, WA 98660 22 1/2"X 30" HOLE CUT I I El cp ® w X, I IN ROOF SHEATHING AT OVERFRAMING - n v 111 FOR ACCESS AND FOR CONTINUITY OF I m ! !� �w Q� ROOF VENTILATION,TYP. - uJ I 20"X 30" Is A8.04 0 IP ATTIC #1 I TYP ® ,�� 2006 S.F. CI I I ACCESS TS PANEL IN �J OP I ® I 7 __ 10 1 ; i0 � lI ;11 A8.4 TYP A4.12 � I ❑ 1 1 _ " 1 i 1 1I I '1?(, (< ) RIDGE 10"/ . IIs 4"112" I p I I RIDGE ❑ �� 1. ❑ 1 lA 1 ❑ 1 1 1 1 11 I I� I N - - -. I .IIIA - 1 HR RATED 20"X 30" CI r.... �y I RIDGE E I ie .„ ACCESS IN THIRD FLOOR II 1 o �� 1 Is S CORRIDOR CEILING-SEE _ __ - l L JP ❑ ❑ __ ❑ - 0 I _ E _ DETAIL 7/A8.11 ' - - 1co , - - r w Z - - ,� . IR; DS r,, ' ® 10"/12" 8 ❑ i_ - - -� - - - - - - ®- 10 DSI I 1 y0- I _ 1� r 11s I A8.04 - II I A3.01 4 1 I C9� TYP ATTIC #2 v� II 2 A3.01 ® I 2312 S.F. 1I W v W • I © 0 - -a a 10"112" 1 i No '"1 I A4.12 N ��v `�"L I 171 .______-� I I 456 �op � I r N 1 ; ZS 01 1 _ .y X ilyl vly / 3 ` `�C�` %.1) �O I RIDGE N 10"112" r- 10"1 12" A4.12 r L� �J , - O� I 8 -- � J A \ i I «_ 3720 iii el A in❑ - ❑ � ❑ 10" 12" , I " 1 Eis & BRIAN R.FLEIMi E.R glit O I 110 12"1I ■ 2l i4 I� o a ------- - - - - - - 7 I I - - ~-� I -• r� _ j - - - 4 -.evapa sss ss ses illS � - - I - ,e s ss. .I PORXLAI�O,0 • L J - L J � � rl � DS " L _ � J �� D5 DS ~ L • (J) IIIIIIII _ I �P of 6 DS F 1 DS 10"112" 10"1 12" DS T 1 - A8.04 TYP - © RIDGE (� 1 ik DS RIDGE I 12 Plex Uphill A4.11 l I Roof Plan 6 i l I 7. 3 C7 u_ W ® Aaol D U m co C T3 03 U a3 # Date Description 5 Revisions a) be February 15,2017 0. Date to co BB, DG, NE o Designed By o OG, NE, NM oDrawn By U o KJ cc 'm Checked By Z 17857 N Project Number m cC O to A2 . 04 04 lei,. .Ts) 17:1 1 1 ROOF PLAN Sheet Number bi Copyright 2016 it A2.04 SCALE: 1/8"= 11-0" If �. thisdrawing is less than x ,it has been reduced. Scale accordingly. a) Ce © 0 0 4 ELEVATION NOTES o a A4.01NW A4 01 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR TAGS. r ,T ,_. i°'.'t v , 'tea.' -2? I I 41:: 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. ,� -�> GO 4 D 0 B A3. SIDING TYPE REVEALS&BUILDING COLORS SHALL WRAP V ;=�� I"1 12" AROUND CORNERS INTO RECESSED AREAS UNLESS A4.11 6" OTHERWISE NOTED. 8 10 © 4. SEE 11 1A8.03 FOR TYPICAL SEALANT JOINTS, SEE utak Architects, Inc ATTIC ROOF VENT A8.04 TYP \ FIBER R CEMENT A8.04 TYP A8.03 METAL LOUVER VENT TYP 12" 808 SW 3rd Ave, Suite 300 FOR BUTT JOINT 51 A8.03 EL SIDING SEE DETAIL 2/A8.03 " 5. SEE 141A8.04&131A8.04 FOR TYPICAL ROOF Portland, OR 97204 TYP 12" I FIBER CEMENT 12" 12" 6 PENETRATIONS. Phone 5503.287.68255 92" i 1D" SHINGLE SIDING 6" 6� 6. SEE 81A8.03, 91A8.03 & 71A8.03 FOR SADDLE FaX 503.4' 5.2304 2 X 8 WOOD FASCIA 10" _-_ FIBER CEMENT Iii THIRD FLOOR TOP OF TRANSOM FLASHING DETAILS AS NEEDED. A8.04 PANEL SIDING ----:,z',, THIRD FLOOR TOP OF PLATE ,, TYP r 1 In■nlr;r fn , x 7. SEE 61A8.03, 31A8.03, 4/A8.03 FOR DETAILS AT 12" 12" .Il1n$ I mm■'}:xis■nnlrlln` TYP .: 718 CLASS C ARCHITECTURAL Ilm>,mlxltr�lnl■Ix�.tlnl■nir>z3;, ;.�` z; 39 -4 ELECTRICAL LIGHTS,COMMUNICATION PANEL AND GRADE ASPHALT " 10" „ 12" .mier■iiim lmin it i■tornnii .< ka 12 D .1... ....-... 10 I .mmlmnrrmnrorxnm . , , nlil■4 • ,•�� a �, .,-5.i,.trrna4irrnn ..--_ ._�., nrmnmm■tnrnnurwrnnu■r.ntrn-:IE�a■ .- urn!■iron■1■nrim+■mn�i■wnlnulu,nnrtn�s�nr .^ ��--- mrl■nq EQUIPMENT. _ roiI 111fn1,Ir 6 ul,rml■nm■un■1x mm "INmm -" rlr l 1 a , Q SHINGLE ROOFING „ .+i■ Iliri' 'n,mr $c yon 1112c> n�l'nn■minrM ■:■:■ I■■■I 1lnnmm�lrnnlmmmmmmmmlm:�IunR 11 1r■mrm mmmmmmmml■m,rn,lmmrlrllrmll nll■nnu1p ■ImaURmfllRnnP e111nIm11111r1ru1rnu3rlxiti■ 92 r1,1■I� Il,ln IIIR■n1 nlmnrml11R11AI nnn'7 1R{I,I ■I■ 11111m111€I�■RmnlRmimm�lnmiAlnlRrllml■minlll[■ I■■■I ■■■ ■fllnrn r,� % ,,,, i,IR■If111■IHIn111rmlim■Ilml■11: . '�Ir :. ..: li.e6 „ n,i■Irillr' A8.04 nrreninim ' Intms- • . <.r nllll€I,IIIRi■IIIII IIIIIml11 I■nuI■11111■111,1\11 I■m11In■IE 11n■Illnin1111111RrInnr1x11■nn■unn■R■1n1�[nF1A■nIRR,18 nn 10 1E�I.�i► ■1nu1;mmu■■ " ni N M 4^ ARIREII■■111111■11€I■nlll■Illn■IIII■Ixmin,l■+nmNlD: In111I■Illn■nlll■I1111■1111n11■■t11n111E1111Tmr,ln■llE1i■ 111tl3X4 METAL TT uMl rR' m>rnn unriornin1r10 ir1� 10 THIRD FLOOR TOP OF TRA 50 . a y r: , nnm1m11nn nmunmumulmmm■mnlmulRmtImill r rn■mnlmm�■m�ll�mnrmnlm■mmmrlrrlarnl.nnnGU ER& ■Ip■.re w lnmi 1€■1n u 1 „ e 1, $;t,<:Y:aR IRR■■Illm I- IIIIRI■R■III rR1n1 rIl■r INI HIF`, ttt m x,l■InR■IIIRrIlmr1x11rnln■111 111■i111Rlxllrlllln €t,IRmn� fnln■i1� � � � rumn,r mlrltrnlmll�inl"m'n�i•�`�1 '�"' 40'- 10 718 PTAC TYP ���';„.;.Intinlrnnns � � Irnnnm■r1�i.luinx■lu'iilnn�irxllr'rls,•f Ir■InI�_Illnnlurxnanntr■■nx1■m'■urnrinnrm€non I� arinitl� � Rlver Terrace METAL DOWNSPOUT / 1,.A8.04 r m� \ ■nui ,mnuiltm mi nnlw/r , -E,I'A i�nlnnn.__ ,____--'-,-Hr,rm�m�mnnanuirnl>,To ffimrm l■� _, .-- ,Ani i lmmmualnin mnnallmm��nrnnm nnrrnk_. - _.- __Imn�mlm""l"nirr•-/� � filImn nr11r1nnnrnrllr■rin,R ltAB-01 1 . „,„.' �I '� - .- 1■ n .r,.i..trnm■ mnnnnrmnl, IRrnnlrnlllrnmmmryTHIRD FLOOR TOP OF PLATE :'' 1- 1 I t �� -^1IArfl111M1■rlx' s ,.:111YnIRr11__m■n[IIr][nm4m1n1l1nIm11W - 1' -- 12" Ir. •••••r--r-� 1. 11 SI�rIr11 " 'i n Ir■ImR ...6. .11 Im ■. r ; .`.. .. -� 39'-4 718 K:r.. x; RD FLOG P OF S TAN VINYL WINDOW WI © ..:: _.. .-.< , nnmll ■ ■._.: -- Inl,■lu ".. 1 nnRmu 1 THE RTO H1=ATHING 1�nr 4 I�s .!-,51?:::::,,-,..:':=1.711 ,, .,,� .. , E ENDn , i� � ELEVATION L G East 1 .r n f ■■ ■'■! !L�' 3D WOOD TRIM T l�"�i�i ,..; . : I it : -`�A ,, ,. . 1 , ■+ - '.i 1 � .: = .• .:", '!n _ .... ;m .� --- _---' I ■i.:> �! 1lrltM) s Iiir t m", � ■i■■ ■■ +`ISI Q ECOND FLOOR TOP Orir =a;, � r� ■I■■ ■1■11 �I■.■I �j ■:■:■If■■i) �■ ■ r t K, SIJ ��: ;,.�. \sa. a . 11IF , ,r.. I --IE i 29 -3 „� Etlilll Irl : 1IIIIRIllfi.� L = i3 .,>.,"�'' , fir;., .,.:. - �� �tyI1 I •••- FIBER CEMENT LAP SIDING 4 EXPOSURE I1 1 .x. I rl # 1 '.hl r. -.. : YI■..l'i i'' : - :.'. (■ . yam " „ „t:r �i 1 I - �� � I� .ore ' II. lmr �� I � � A$.01 ^� m s "` ' �� ■'� ■ :ES �1 X8 WOOD TRIM �, s q �� , f<.:'.: ml u 1 Condominiums F - ....nG�:. r.3...irrtn.�7N'iIFnn ,1� . 1 t of"..:.- L. ■ . ... a�lll7fy IIIGi.n.0„�oe�l .�.h. .cry...-r..::.:,,.....�A I!1 .1. - , ;-.I Sia .� ... ... _ ■.� 1 r' n r I111i1niiiimliiillf:• •;•. rile ll��Ippp , a ;�, i�,t ail iiliti111 It mili-ii715ii A8.03 O .'. '�` am:_,..,_, I lw ! 1 Ic1 1 !11 ��-_,._ fi �1i`[ q y r. I_ I_s,a- axes■ - I , 1[iiiiiiiIiill, tk I I;r 7 f s.;�,• �.. I-. :a w __--_- �! I� T I »�[: c: ``Al, : mai EQ EQ 1E'I14` I� gl ! I�-I O : :� '-- 1$ a a,,:' 1mnr n■r'�iR = ul, li'<,c E '.• 1 8.01 I R�inn� m- I IIS Mill 1. . :a..:.;.• i.: , �, F ATH1N e aa „ _--- FIBER CEMENT LAP SIDING 6" EXPOSURE s Rd. -=n Rn#�Illln€€nrr ::FIBER CEMENT . y �'d r, IRml1 _� ww�1 i, 'LI" ■1 u ' TI and OR 97223 T.g - �I SECOND FLOOR TOP OF SHEATHING, SECOND FLOOR TOP OF PLATE _ - Tigard, 6._i.,. *'.tc:.. M� -._.:.1 , 1 ,.'.2: .-:.^isiiII S.k:s i 1 r ",i ter, ....«:W.w.,. pp� _ -'- �_.._..-»_. .4 I " G : E, E '- EXPOSURE ..F . :. A8.02 i'-: min1 � �.,_,A mq, I t,,,:�,� � :�.: r,.l.;..: _ Q. � _ _ -.a. .,.I...._l:_ r::�;�". BRICK VENEER !is ,. � ;i ■■■ ! M,�! �.-� ., � 4v, _-.. ,,. � 20 1718 .... � ,..4 �� �. .. i Imo. , .::.,,. ,,.,a„ -.� , tlll1 � =Ir� _ ,- ;_III�/�r _�es,N�� �■� !:■.� ■�■I■ <:.p . „ ,: m _ �1RST FLOOR TOP OF PLATE .._e., . ... ....i _ :.,. .. .:. .. e'r 5. ;F,�.- =+ ! _, r, " I A8 04(1 we VENEER ON € � , � _,. '.-F .�� �- r- ; }. -- ,- 1 _mill � °, ,:, ,,., € , ,,. 1, tf�;�.� I""",t: ar �: � 19' 1 1I$ 4- IA8.04 „ ® ■'■1 ■■■ ;:tYi, :,r: ;t; .,, 1,ILL .� . ..<": 1 rrll11 : I:WOOD SILL,TYP ! _a , III II u_ - ;IA8.D2i r �. WOODSTUD ..r Y-- a: yam �_ FIB>,R CEMENT SHINGLES �� � �_ m � :1A8.01 :A �. !��� A8.04 r ■■■ �.■■ m w ■■i IM■ �. � - A8.03.- •8.02 I �= Ire.. - " r_r_ _ � r,_. � 1 Fr .....n.. RI "ii;: i' nA:ill, i 12 TYP ir) i;- :;. 6 •••.. :; u li Iiiiiimiiirim,,i ,..zliii li. Prlmmmii "' �miil■"' 'n .; [ rn BRICK VENEER COLUMN _z. a: z -- -,,, >: ,: u:r - • 51ch I � .:.....n ■ mlfl---:,x II1IIim'IIIIl� p .1 I iir' ��„rte„� l,m�IRmnfillinlgll{I'm 1n11 n ImE �:s �� :r-,a�b s�■■er - T 4. -':'-'1''''..-1,! m�.-01 ■Iltll■nmmlxl■ ,:'.5 mI�1 117:1'1111,.... �'I: t:: i, �. I rplltlllnlnrl11i1rnlnnilibit 1111rInInIx1J : 111111 I 111'-.---(•i• ��1 " Eeir'S`": < w - :-K:o s '0 :�.Ir_ s. 3aa _.__ _ .._. . r:- '• �€BASES WITH WOOD w' � ITIS5 .- `"II �'i �I€marl■Iulnrinlml;mlllmnnnurrnurn ulc Iii ■ 4 " • !-��^ N. ._. I7r 41Rm11mIn111fl I!S!� !! !!�!!a!!!!t� - '. I-_;•.:u„ 1 "'' -. - -� ,c ;,.'^�'C'.a. � "',Illnlllll■Ill,nnl! ' )! a _"�:'�=., t. _ eElllll� ` ',-.,o-,. 1- 1 � r.+.. swr: .-�.. A. _._ .4+- • ii. , 2.?1� w �r SECOND FLOOR TOP OF SHEATHING 12 e , -�^� '8.02 � °. , ..,.1..,.: "..._.. ..,. <,. nlnmmKrRulm■nlnnlmmmmmm., - z _ _ TRIMMED "r- ' - - _ ��K�� . �� ! � - >--�^:$'8.02,�x 'r�'°: "�, nlh �� ■1�:r1 � �_ ,1 °«,��� � �_■.■�.r....� © .. F l � � 1.,, ,=z-.s zw-. � i -r. �i., 1 �:�,. ' �.: ,:,gin;- f.., - _BUILT UP SHAFTS E� i®rr.._ .�,:°',!1■nli■f■arrrrrr■rrrrr. T P F PLATE �y�:..: FIRST FLOOR 0 O x - - _ -�-- -=_ ��W�: _g¢ ��=,PL -•_,�....:n. .-z ._ -k •. � FIRST FLOOR TOP SHEATINd 'fS0.f.tit'�➢':1h"^t,.v^v:: >• _.v:<hz t..,. x.PF+N!.Ys - "<..,r Er.;,,a+ ,.,n.-:c,y'. S, 3 ,n•:v'^' �° ,H su'1ka. _ - r. _ '_ " :.. '�'.' i=z . sv... www! x'Kza •:::--.:_-1 't .: , -r2" „. -- ,,. Y-,sla=w 1Ni ___ 19 1 118r.,, �i=r - ,e -��,� . --. .; � .. .�4 ��■ �' 9' 10 1/2" r.<. _.,..,.._. <• nr :, t ; - . r n ,_._ .v . _a � -n,.. . ■r■r■m: - `-� .. DS D5 SEE CIVIL FOR 13� .., : ._ .. I . .___., ,r. . , ,,. _.. . . .,s .,..,. rm 'I" �� �� 1 ` ■ ■nr�� CEMENT .'!.f.'.: ,,1:::: �I��I�. 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BASEMENT TOP OF SLAB ' -==---==-- --------= - :ro.,---- BUILDING SECTION NOTES: o a 1.CRAWL SPACE MEMBRANE SHALL BE A SOIL-GAS RETARDER INSTALLED IN CONFORMANCE WITH A RADON GAS x ` MITIGATION SYSTEM. Ms 3VflArli,1*IV, 2.CRAWL SPACE IS VENTED VIA PASSIVE AND ACTIVE [1673,77A-vitvoil DESIGN/BUILD VENTING SYSTEM DESIGNED FOR RADON GAS MITIGATION. cts Otak Archite , 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 40 . 0 0 4 Polygon 5A Northwest El EA 11 I 5A 703 Broadway Street, q- . Suite 510 WA 98660 ,, . .. �.. _, Vancouver, 5A _ SEESSTRIICTURA '� -. �7� ..N ;. 5 -, .. �: -,-,..,,,,,• '":- `3 �� RUSSES BYOTHERS ,.' - , , " ,a= - , . 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" FIRST FLOOR TOP SHEATING - I. \ \ \- -, , \ \ \ , , - Ii d • it‘ttiettititi SECOND FLOOR TOP OF SHEATH____m,ING Sections - 0 c!, ..._ 1 Irmmtifr jillIlli"IIIIIIII—; i ---... FIRST FLOOR TOP OF PLATE 19'-1 1/8" BASEMENT TOP OF PLATE BASEMENT TOP OF PLATE 1 0 8'-9 3/4" _ ___ 8';9 3/4" , 1 1 III'1 N = co , f Pr , A i e I....-_-:..•I 4 —— ___ _ , * 4 — ——- — . --___. 1 11A - u_ I PA Lar, ct, Ali ) • h CD °Ca • / _ fa '%I.4 &F , A8.02 • 13 / ral , / •/ MO i tfi , GARAGE \ GARAGE 1 # Date Description \ 0 12 METAL RAILING, / I 1 Revisions (1) SEE 12/A8,03 / I 1 • 1 February 15,2017 ix c:. ri-- ' . 1 1 • Date r,- 10 N• fe. \ - BEDROOM 1 C=V- , I ,_..-- 1 1 • I BB,DG,NE 1 I maiiipt-Ali ,stNi. ci \ Designed By 1 \ i 1 IIN \ • -- 0 I 4 1 DG,NE,NM .0 1 • -411i • CONCRETE PATIO \, .(";". • II ..4 E 1 0 \ • Drawn By (.) I \ I II SEE STRUCTURAL DRIVEWAY OR PAVEMENT, DRIVEWAY OR PAVEMENT, • N"`". - I 1 \ -... 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I , 2 - II—III HI III III III III H III *4 -'' - IIII III Iii III II III III Ill—Ill HI ":-,: ,-,:--- , ,',.-111 III • . c73 Sheet Number 1 12 PLEX UPHILL EXTERIOR WALL SECTION 1 2 12 PLEX EXTERIOR WALL SECTION 2 3 12 PLEX UPHILL EXTERIOR WALL SECTION 3 4 12 PLEX UPHILL EXTERIOR WALL SECTION 4 Copyright 2016 0 iZ ff this drawing is less than 24*x 36;/t has :.- A4.11 SCALE: 1/2"=V-0" A4.11 SCALE: 1/2"=V-0" A4.11 SCALE: 1/2"=V-0" A4.11 SCALE: 1/2"=V-0" been reduced.Scale accordingly. - > to CC TRUSSES BY OTHERS,SEE STRUCTURAL TRUSSES BY OTHERS,SEE STRUCTURAL a 0 TRUSSES BY OTHERS, SEE STRUCTURAL — — — — — — — — — — — — — _ — — _ _ — _ — — — — — — — — — — THIRD FLOOR TOP OF TRANSOM - rIPIPIPVIIPIPIPIII"PrPIPtt ttPtttt%7tttttff tfttttfttttftfft / � f THIRD FLOOR TOP OF PLATE `- - — - _ _` I .. 39'-4 7/8" �yI . ti 1 �� Otak Architects, Inc I ;j4 '►: ( 808 SW 3rd Ave, Suite 300 CtiPortland, OR 97204 ►"� ►� Phone 503.287.6825 �' 31 20 • 246 Fax 503.415.2304. 51) : «►+ ►, BEDROOM LIVING/DINING 1 CORRIDOR �•��# BEDROOM BATH River 1 0 LAUNDRY 1� •,� IW ..... 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BATH CORRIDOR �►� BATH j: ►� BEDROOM LIVING/DINING &+ MAN R.F EENER "8 I: :I 4-itS/(4 14 ` 1 j FOR1IAI�D,OR 1 41, , o : '' ' OF i►�11 OW I m '..1 12 Plex Uphill - +' 2A ; , I 1 Interior Wail E — — — — — '` FIRST FLOOR TOP 9'-10/2 Sections 0 6 „ ,„ „ i— — i .!I '1 ' I - - PriIIMIP911/01111 I I,t'�t�t����„y���t����t'/���tl!���I���I�I����,t�— — — — — — — 1����������:,�������i 1411' %. .�����.',!.. �.��1_ — _ BASEMENT TOP OF PLATE � — — 8 -93/4„ N -'CD 1 �• W _ ''r I��•r, I �., o ►'„ „"1 (: ,► rn I = I "♦ HI Fat ' 243 � p j m 0 i © .� 2 07.13.17 Plan Check Responses o) IL) STORAGE :� BATH BEDROOM • ` 1 LIVING/DINING ► �•� # Date Description ;/►,� , ; STORAGE CORRIDOR ,` BATH '� Revisions I, o_ : Fepaha ary15,2017 N4 �,1 BB,DG,NE "1""" 88 WI , Designed By ►� ►,� 2 : "j .' M SEE STRUCTURAL FOR FOOTING STRUCTURAL o `,,'t FOR FOOTING DETAILS Drawn By U �. ,. ' DETAILS 1 '�'""' y 1A m �; 1A CI :�l 1A 1A 1A KJ Nor% z . �.+' Checked By coit.' Ail — BASEMENT TOP OF SLAB 17857 ' a � Project Number � —_ ..p _ — __ - - I-III-I I �� t III i I I III 1 _ - __ _-I I ----- I- -I I I- I I I I-1 I-1 I-11 11 I-I I-1 0 M 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1-1 1 1 1 1 1 1 1 1 1 1 1 1-1 11-1 1 1-1 1 1 III 1 1 1 A4 1 2• _ 1 12 PLEX UPHILL CORRIDOR WALL SECTION 2 12 PLEX UPHILL PARTY WALL SECTION 3 12 PLEX UPHILL UNIT INTERIOR WALL SECTION CopyriNumber 0160 iu U- SCALE: 112"=1'-0" SCALE: 112"= 1'-0" SCALE: 1/2"= 1'-0" If this drawing is less than 24"x 36",it has A4.12 A4.12 A4.12 been reduced.Scale accordingly. a) t 0 '...-,.. , 0 lir-----"r :W.:.--..m. _....--- 0 • 4 — — THIRD FLOOR TOP OF TRANSOM — 40'-107/8" . THIRD FLOOR TOP OF PLATE . THIRD FLOOR TOP OF PLATE — ,.;�` — 39'-4 7/$" �-'`E 39'-4 718" I Otak Architects, Inc . {K `• 808 SW 3rd Ave, Suite 300 K, . Portland, OR 97204 " '{Phone 503.287.6825 I ->< , Fax 503.415.2304 .. ,^F{ j' BATH "< BEDROOM , ::} I River Terrace `" BEDROOM y i LIVING/DINING . . 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' "" - ` Polygon rt i Y9 _ _ _ _ -> Northwest 2A I 3 I BA12A THEY EIN RL�Ef1RC11tJ8t�� -K` %; . -(ii i 703 Broadway Street, M BEDROOM LIVING/DINING Suite 510 LAUNDRY CORRIDOR BATH <= : 1 Vancouver, WA 98660 BATH :r BEDROOM �% i 4< J 21A 21A - r, C t .-- JCj- i,.; I, , 1 ,nrKY Ky. 1 EI El 2A Kra ~X ' M I• . : 3 • x w , SECOND FLOOR TOP OF SHEATHING —■-"-n -•--- ....... .....=,.....—...........` ,.,...,...,�, . .. — • _ — SECOND FLOOR TOP OF SHEATHING — __ `! OND FLOOR TOP OF SHEATHING " a 20'-1 7/8" 20'-1 7/8" - 20'-1 7%8" I� 4111111. I L It ii � r'YY"�Yl"rx Y,_,_,.....,.y.. ..!t li-�"-ry".;..._�-..-• ._ -..- .. r',,. .r. �,..,;...,. ♦ .fffff�i .. . 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DG,NE,NM I :! <. •• 1 Drawn By o Irl,; 1 I KJ Checked By co 1A I 1A 1A „.<t ; I 17857 cQ.i T ` �- ., l Project Number BASEMENT TOP OF SLAB — k-= — BASEMENT TOP OF SLAB —Nffa BASEMENT TOP OF SLAB — — ” — 'e * _ a a t n I ' 1 11 • .i I— l i I .-- s a a'• .. _-2i �• a•�_i ^I _.1 1 - - G __i I”` _.f _Q ':IeCO 7 [[t- -; Ir i _ i • , , i i 5 i i 1 i I i I ' i 1 I i i 1\4 2 1 3 .... _e _II . k i i I..___.. ' ' ' ' Sheet Number hi 1 WALL SECTION - CORRIDOR 2 WALL SECTION - PARTY WALL 3 WALL SECTION - UNIT INTERIOR WALL , Copyright 2016 If this drawing is fess than x ,it has v A4.13 SCALE: 1/2"=1'-0" A4.13 SCALE: 1/2"=1'-0" ' A4.13 SCALE: 1/2"=1'-0" been reduced.Scale accordingly. b. B fillik. B 1a C'TAIR IDENTIFICATION 01 A5.01 SIGNAGE,SEE DETAIL 9'-11" / ' b TAIR IDENTIFICATION ., 9'-11 ►' 4/A8.08,TYPICAL AT / / SIGNAGE,SEE DETAIL 18 �� iOit ` EVERY FLOOR 4`-1 �/8" _ 4'-2" /1'-7"I 4'-2" N 4/A8.08,TYPICAL AT EVERY FLOOR I A8.12 TYP d '�� :� r, � 22 El N — ....1_ — _ Ill�____ — ♦ 0 Otak Architects, Inc NO 808 SW 3rd Ave, Suite 300 in N Portland, OR 97204 o _ Phone 503287.6825 b .29„....--71 A3 4,-0„ 25A 4'_0" m A3 Fax d _ FaX 503.415.2304 / / -/ / o UP ON ♦� ♦ ♦ DN • N. ♦ r ♦ a . _ River Terrace , 0 @ 4 a 25A ► • �. IEast F, W c0 ti c ~ _ r N . • x' x I aro � = o Condominiums ♦ ♦t♦ ♦ ♦ N,.. I ♦ SW Roy Rogers Rd. _ ♦ 25A ♦a 15 I 1 Tigard, OR 97223 cv • 1 I A8.12 • N 0 4 , tr TYP @ rr FLOOR Ln S. [ I - ♦ T • 22 I '''. '' 22 • Ell 1 I V 20 1 OPEN OPEN A8.12 © "� - . i 16A=-• MIN1i ' . � . - ` i �16A L �16A l♦ 'I, � _ . 4 -' ll ... I _ — 4 Polygon - 11A 11A Northwest thwest ROOF TRUSSES, p 703 Broadway Street, BY OTHERS Suite 510 d Vancouver, WA 98660 EXIT ENCLOSURE . 41411111% ROOFCEILINGASSEMBLY 4 12 PLEX (UPHILL) - SECOND FLOOR STAIR PLAN 5 12 PLEX (UPHILL) - THIRD FLOOR STAIR PLAN SCALE: 1/4"=1'-0" SCALE: 1/4"= I'-0" ,01.11. I A5.01 A5.01 - - - .` - ♦ - THIRD FLOOR TOP OF TRANSOM r , , , V-1 co 40'-10 7/8" ):74' % , 'Cl`I ,( A . ;t, X ._ t ;t 'c: „ ) A . ( ( .c : .1 ♦: . 'I. X ( x CX ) XAI ( ): . ( ) STAIR FIRE BARRIER 1 ' ;1;, THIRD FLOOR TOP OF PLATE ►•„� WALL CONTINUOUS TO >• 39'-4 7/8" UNDERSIDE OF 2-HR ^KM, F/Ti 1 , �, RATED ROOF/CEILING , I A5.01 (1-7"0B A5A1 ASSEMBLY#8A,TYP 3 >,' i ' / / INTERIOR STAIR WALLS <; 9'-11" © 9'-11" yAlli r TAIR SOLID BLOCKING AT CATION 22 �-�.p i / 1'-4 1i4" / SIGNAGE SEIElQETAI / CORRIDOR ,:r i ` " " " 7" " STAIR WALLS FOR 2-HR `: A I cs� 4'-2 4 -5 4'-2 1 - 4'-2 - - FIRE BARRIER . ' / / / / EVERY�F FLOOR AT ,�► / ,�► CONTINUITY,TYP. :, A8.12 o E :.:,;:! E TYP 2HR 22 MIPP tNi 22 - WALLIP CONNECTION _ - _ - -.. . _. _ J .0 _ - -EC CI — — ♦in �' - - - _ - - M♦ - THIRD FLOOR TOP OF SHEATHING ♦ ._ _ _ _ _ • 2X6 - ♦ co - 30'-3 3/4" = M cv _ 20 ;l,1 SECOND FLOOR TOP OF PLATE 1 f�iiti iv CAI - r== - -# A8.12 29'-3" 25A r 3720 ai re 'Ii F2-- 16 T 1'YP A3if ri) 25 A3 BRIAN R.FLEENBi4 o 1 1/4"GYPSUM CEMENT a < TYP A8.11 l I_ _r in r =N - S. • �* �3 i�' a ,, I ` : UNDERLAYMENT OVER _ a i► 1 `. �,i _ T i I I WOOD SHEATHING,SEE N I ... .... .... .._ .... .... _- .. - - - - - , ♦ DN ♦� PORTLAND, } e CORRIDOR } ...<:;* "- J = ■E I i STRUCTURAL t-- + -4- rt / J OUTLINE OF STAIR IN II 'V4P OF OW - = co T cc r FOREGROUND- i LI © T r ,,- SHOWN FOR CLARITY ; - - -- _ I_ . r - \J;u'f HANDRAILOE 'cs�ix It - - - - t Ud '- J ';',; TO TO RETURN • osi N 5` �r cn S. - - - — — - - - v♦ - SECOND FLOOR TOP OF SHEATHING 'N- - - -- -f- 12 Plex Uphill -- _ ►, I _ ;: - - - _ _ I x Stair Plans & ,♦ tt - - - - —h , H N N boa te) "--' —, j�:;. fi FIRST FLOOR TOP OF PLATE - - -- e CO f @� H ����/ 1 . 19'-1 1/8" F2-2- • ,a l- -! • ti Q ( _` N Section CI cc ce 1 25AI - - - - —' N. 5., j I a i I - 25A _ �.;t r = =` 11 i ) ,\ C9 * CORRIDOR •- 22 ,/ J f = _ u. `v M ,/ r A8.04 TYP I cn co co r 7 © I U 16 2A r -' ''' BEAM SUPPORTING ( LANDING �,,/�� m in El rts. A8.12 2A r ,-, oo ) ABOVE c 0 TYP-- r\a WALL ABOVE,SEE o b TYP r .'" STRUCTURAL i;;;:-4S 22 • 22 S. f"""` _ _ - _ :r - FIRST FLOOR TOP SHEATING `' m s I ( _ .' - E ; { - 'Ire 9'-101/2" UP ! S. A 1 ca v �` _ — — — — — _ 16A 0 . Plan Check Responses co BEAM SEE ;{ ,1 ''i BASEMENT •TOP OF PLATE S. _ N. 4. ,,,,. 2 713 1 a� ® STRUCTURAL 8B ',! 3 I i 8'-9 3/4" _ � ' 16A 2 # Date 7 Description F j I I I STAIR IDENTIFICATION / \ • i L �;I - - - _ Revisions a� :e^r j 1 I - ,�, 2 - SIGNAGE, SEE DETAIL— - - -- - LI. -- 4 4/A8.08,TYPICAL AT o "� H. ,, _I I 1 _ 17A EVERY FLOOR • 17A z I �1A I February 15,2017 r- , co I Y> I I l i d j I` Date CORRIDOR o " L— 1 • . III M r !1 ___ ;. ; I I c;' T'' ��•1 0 BB,DG,NE 0 .,„ I 1 '' - =I i Designed By II ( I I DG, NE, NM I- 0 1A I— • 1A , ' Al Drawn By o a ! a . . - , . I 7_ .. . ..-- , . `.'a ' S. - BASEMENT TOP OF SLAB A KJ CO �` ° ° 0 -0 I '4° 4 - �'' 0 Checked z III : LBy : I c0 , , : ; 1 I i ;" 17857 I i- _ I ! ,i i i ' co•i I Project Number Y cc 1 12 PLEX (UPHILL) - STAIR SECTION 2 12 PLEX (UPHILL) — BASEMENT STAIR PLAN 3 12 PLEX (UPHILL) — FIRST FLOOR STAIR PLANn i 0 0 co A5.01 SCALE: 1/4"= 1'-0" A5.01 SCALE: 1/4"= 1'-0" A5.01 SCALE: 1/4"= 1'-0" Nmir • Nifir 2 m Sheet Number 6 opyrig t 1 ur. If this drawing is less than 24"x 36;it has been reduced,Scale accord+ng/y. ELEVATION KEYNOTES UNIT PLAN NOTES 4,,,.. .- 0 ? 4 a 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR ilk. All. 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT -; 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, ` � EXTERIOR WALL. • SEE DETAIL 171A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, NW4 _ '` 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. 4 : �w �s a, 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 Otak Architects Inc UNITS),PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION ' 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. 808 SW 3rd Aye, Suite 300 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11,101A8.11,11/A8.11& Portland, OR 97204 UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 23) 22 ID 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 22 19) (23 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. {19>---,,,,,, 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER - - 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. <-._I-->,.....'" __, 15 Ip -> '•• _ SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD ' • OPEN TO 13. 4"MDF BASE(CONTINUOUS BEHIND _ ___ _ _ SHELF DETAIL. `�':`\p�' `f' /, 20 ��}T IMICRO- GI !MI DINING/LIVING APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED ,,''`` WALL INTERSECTION DETAILS. J'' 24� 24 `� � L� 14. OPEN SHELVING 11. LIGHT SWITCHES ENVIRONMENTAL, ■ 28 X11 iD ,---'1'-'411116"---T-----------:=;- 15. HOOD WAVE WITH BUILT-IN RANGE EXHAUST River Terrace _ __ r '�'� ,, " . o fl 16. PLASTIC LAMINATE COUNTERTOP WITH 4" CONTROLS,AND OTHER CONTROLS SHALL BE BACKSPLASH AND SIDESPLASH 48 HIGH MAXIMUM ABOVE FINISH FLOOR. 13 �'6 ,�I1` o p`�, f ELECTRICAL TELECOMMUNICATION East \REFR _ rJ-F -,�� RANGE __ _ `; �' ,:, = 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) Z6 DW 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER ,' / 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. - `� - / • I�� 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR Condominiums 4A 3B ; 2'-6" Jo, 3C 4,2'-0 STANDARD UPPER LEVEL BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. j, 2'_6" ji, VERIFY VERI UNIT KITCHEN 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. SW RoyRogers 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Tigard, OR 97223 VERIFY WI MFR W/MFR ELEVATIONS INCLUDING W/MFR NOTES AND DIMENSIONS ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, g , SHOWN HERE 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT 3 UNIT 1 .1 KITCHEN ELEVATIONS ADJUSTABLE SHELF LOCATIONS. 25. COUNTERTOP MICROWAVE,PROVIDE BY A5.10 SCALE: 1/4"=1'-t}" OWNER 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ALARM NOTIFICATION APPLIANCES.UNITS ARE 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 Polygon SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER �} REQUIREMENTS AT TYPE'A'UNITS Northwest st 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION 703 Broadway Street, 21. TYPE B UNITS W/2 BATHROOMS: y -OPTION A-ALL TOILETS SHALL COMPLY W/ Suite 510 1004.11.3.1 Vancouver, WA 98660 _�, -OPTION B-1 TOILET SHALL COMPLY W/ Q I � 0 � � P Q 1004.11.3.2 CD \ �` E3 0 MIFOR 16! 43 fill `l `t 17 ,-, C) miammi 13 mL 0 c �'��. ,�. ct ! I. L . • 2Ait, 2B 2C 2D STANDARD UPPER LEVEL _ "-.-1 �1'-10":..1 �, 2MIN" j, �-1'_0" ELEVATIONS INCLUDING , UNIT BATHROOM 1 4 1 0 NOTES AND DIMENSIONS SHOWN HERE 2 UNIT 1.1 BATHROOM ELEVATIONS A5.10 SCALE: 1/4"= 1'-0" 2 NI- 9 co • 0 66 co CNI 01 1 f +`'4 3720 +t N 10'-91/2" 2'-10" 5'-51/2" 9'-6" ti� y 25A = " 21A �/'� is 21A BRIAN N.FLEETER rn o �� _ � tl. 2 6 r • Z/14 /N . • PORTLAND,OR 0 2A , (1:1xCI to REFR i �i kr N L` o BATH Er-" w CL p3\ 131 `? ten 3A r 2�in _ A5.10 2B Cl t=n � �� 11A 24A } SHELF ENTRY A5.14 38 L 1 �c� ' 0 Unit Plan 1 .1 It LINEN j _'�- SHELF W/ROD > D� 3C 4A KITCHEN } to 24, i { CLOSET ELEC. _ N _- - co --I X '1`- E1 PANEL 24A 'v DW I N -) ! N ' 1 ! N L - __ - 2X6 _ N = 6'-41/2" a (111 LAUNDRY > s a �� 0 C7 , V W D ' U 24B `, w j 24A Cl SHELF v 24A V A8.12 cNv CI U E___. 2X6 .� 7'-2" m co i N24B II BEDROOM it 5'-8" •g PTHC t m 24B UNO i N . ! 10'-4" Ft e- ._ 1 # Date Description "-' LIVING/DINING a, 1 z Revisions it _, . Zi February 15,2017 I. 1' ..._, Date co ti 11A BB,DG,NE o Nr--Nr By L` DECK/PATIO AT GRADE B2 cts 11 o Drawn By NM U _ in ® ® KJ Checked By z co 17857 N Project Number t 0 c° GROSS SQUARE FOOTAGE PER UNIT: 616 SF A5 ■ 1 0 1UNIT 1 .1 FLOOR PLAN Sheet Number al iii A5.10 SCALE: 1/4"=1'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016© ii If this drawing is less than 24"x 36",ft has - a been reduced.Scale accordingly. , ELEVATION KEYNOTES UNIT PLANNIT PL - 0 .--- 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 1. REFER TO OVERALL BUILDING PLANS FOR 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, DIMENSIONS FOR UNIT VARIATIONS AT 4,-, sWAIVA 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 20/A8.11 FOR TYPICAL SOFFIT DETAIL. :z-,, c. T- 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 Otak Architects Inc UNITS),PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. 808 SW 3rd Ave, Suite 300 9. REMOVABLE CABINET,CONTINUE FLOORING 6.. SEE DETAILS 9 1A8.11 ,10/A8.11,111A8.11& UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL Portland, OR 97204 23) 22 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 19 8 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17 J A$.11 &18/A8.11 FOR TUB/SHOWER 22} 30} ` N 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. OPEN TO 20) `� B I -ter �\\_---, \` MI /`-,II -' /^ ` DINING/LIVING SWITCH (CONTINUOUS 9, SHELF DETAIL. FOR TYPICAL CLOSET ROD '��- io -- 13. 4"MDF BASE BEHIND `.}_ -y'' ^� --,) 16 APPLIANCE)WHERE APPLICABLE r , N -�\- \ 10. SEE 13/A8.11 &14/A8,11 FOR TYPICAL RATED 0 I, f - ` Ni \ / ID ` WALL INTERSECTION DETAILS. 14. OPEN SHELVING River Terrace 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 24 _-,,�30" IN �i� HOOD 11. LIGHT SWITCHES,ENVIRONMENTAL, MICRO ' rpi`ORKSP 28 CONTROLS,AND OTHER CONTROLS SHALL BE ( �r 1.911116.-WW1 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. ® - 't- m �- _ ,02-- 0 I % r = • BACKSPLASH AND SIDESPLASH _ a ELECTRICAL,TELECOMMUNICATION East -- , �'�I ���I ` RANGE \ �I �' I I`�` 17. VANITY DRAWER UNIT CABINET (TELEPHONEJTELEVISION OUTLETS) 13 REFR - ---4 'I- (t. -- DW 0 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER - N. `�\✓�� ch �\ ,,,t N (1 Ni19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. - r-'- -.�_- i i• ,__,,,_, S. 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR Condominiums ji,3A 3B 2'-6" 3C 30"MIN 2'-0" BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. " �2" ,�► ,�► 13 ,i. ,}, " STANDARD TYPE A 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND VERT ICC/ANSI ACCESSIBLE UNIT 22, STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. SW RoyRogers Rd. 2'-6 VERIFY g VERIFY' W/MFR W/MFR KITCHEN ELEVATIONS 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE W/MFR INCLUDING NOTES AND ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, Tigard, OR 97223 DIMENSIONS SHOWN HERE 24, STANDARD BASE CABINET WITH DRAWER(S)& 3 UNIT 1 .1 - A - TYPE A ICC/ANSI ACC UNIT KITCHEN ELEVATIONS ADJUSTABLE SHELF SEE 17/A8.12 FOR REINFORCEMENT LOCATIONS. A5,11 SCALE 1/4"=1%0" 25. COUNTERTOP MICROWAVE,PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES.UNITS ARE 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 Polygon SHOWER BLOCKING LOCATIONS. r Pot 1 19. SEE 17/A8.12 FOR WASHER/DRYERREQUI 20. SEE DETAILREMENTS AT TYPE'4/A8.11 FORWATER HEATER TS Northwest 4 21. TYPSTRAP BIUNITS W/21ON BATHROOMS: 703 Broadway Street, U �� © © '� -OPTION A-ALL TOILETS SHALL COMPLY W/ Suite 510 �`� el 1004.11.3.1 Vancouver, WA 98660 � \ i © -OPTION B-1 TOILET SHALL COMPLY W/ '`,•,� /� 1004.11.3.2 3 AO 6 Q 1 41 © \ In \\....= .4111WAIMIRIMIN C 1 _ : / C 7_ 7_ = _ 7_ D C - - - 2 - ,'ft. b er / 11111 , b -, � - / ® WO iDIST r 13 J N �.` Km. .�.����� 1' 21 4" 2'-9"dr 4, 2B 2C 2D -k-- STANDARD TYPE A 2" ICC/ANSI ACCESSIBLE UNIT BATHROOM ELEVATIONS INCLUDING NOTES AND DIMENSIONS SHOWN HERE 2 UNIT 1 .1 - A - TYPE A ICC/ANSI ACC UNIT BATHROOM ELEVATIONS A5.11 SCALE: 1/4"=11-0" 2 a- r- N O co Or Ngt �. ' �3. NI M/ 6? * 0' 10'-91/2" 2'-8" r 5'-71/2" i 9'-6" 7 20 iv o b BRIAN R.FLEENER4 a I,iilli , _ . �/13 f I a °- - -- ,,�, :�„ -,-- , VIAND,OR szp o .1 X , F `�" N , rIREFR - , 10 3/4" z. v ;' 3A' ,r, BATH k D3 24AWO , _ Q co 25A . r': -;i TRY KITCHEN � � UnitPlan " 1 - A fl _ _ 2. A51 2B ,i _ - _-_- A5 38.-._ Q _ �, 2 -s - Type A / MIN is 0 24A 2C C1 `F tt '..--.13C --"�' i c, Ix imilimbr T cci - I DW ,-- (N1> 0) C1 ELEC... - _� _ �` D5 24A CPT#2 SV#1 PANEL L - - -2X6- - - - - u_ 5'-$3/4" 1 F2 u>i > 7'-6 1/2" Iii 01- NL. N N CI 4t m0 yX� _-. LAUNDRY V Alk 24B , o, W D 24A ' \/ A8.12 c `" SHELF BEDROOM _ -g m 2X6 J 5'-$" 24B 2 07,13.17 Plan Check Responses /- PTAC <II # Date Description cs 24B SII Revisions > •, � February 15,2017 Fer r -I- - '6 LIVING/DINING -- . - Date r BB,DG,NE o Designed By ° PATIO sd B2 , DG,NE,NM U .._; Drawn By rk o , KJ v) ' Il ) a * Checked By co 17857 N Project Number 12 c co co M 1 UNIT 1.1 - A - TYPE A ICC/ANSI ACC UNIT FLOOR PLAN GROSS SQUARE FOOTAGE PER UNIT:626 SF A5111 Sheet Number m hi A5.11 SCALE: 1/4"=1'-0" (UNIT MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016 ii.: If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. ELEVATION KEYNOTES UNIT PLAN NOTES -'-- 0 -0- 4 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, SEE DETAIL 17IA8.12 EXTERIOR WALL. ,. 4. LIGHT FIXTURE CENTERED OVER MIRROR 2. SEE BUILDING PLANS FOR EXTERIOR WALL, �. WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. ''` A04 6. 18"TOWEL BAR "AFF(45"IN TYPE A @ 48 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 Otak Architects Inc UNITS),PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION ! 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 ,10/A8.11,11 /A8.11& UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL Portland, OR 97204 112) 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 ® C9 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 11. LINEN CLOSET W/REMOVABLE SHELVES DOOR FRAME DETAIL AND JAMB DIMENSION. ® ! 12. RANGE HOOD UNIT WITH WALL CONTROL 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER ' OPEN TO SWITCH ENCLOSURE DETAIL AT WALL&FLOOR. -�I 1,---'_ - ` @ \ Ii--' rr `\ _ 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD r DINING/LIVING (CONTINUOUS 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED -r- _.. `r----,-- 13. 4 MDF BASE BEHINDSHELF DETAIL. ID `_� ___ �' �' �`1 APPLIANCE)WHERE APPLICABLE t`.I L' �; / MICRO _� :`_ _ �I ` .• 20 - I, @) MI WALL INTERSECTION DETAILS. 15. MICROWAVE IW TH BUILT-IN RANGE EXHAUST ! 18 �., 11. LIGHT SWITCHES, ENVIRONMENTAL, River Terrace 28 \ HOOD 4" CONTROLS,AND OTHER CONTROLS SHALL BE ` ��++.. U U �. I * 16. PLASTIC LAMINATE COUNTERTOP WITH 48"HIGH MAXIMUM ABOVE FINISH FLOOR. 24 - .41111111111...11C=3 BACKSPLASH AND SIDESPLASH East Qa ELECTRICAL,TELECOMMUNICATION /1-1, - - 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) b N18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER 13 REFR ----(-/---�; RANGE ---; DW ' c� 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. - ``. .✓ �� ` t - - / 1 I�� 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR Condominiums 6" 2'_ " 2'_0" BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. 4A 4„, 3B -3., 2'- !. 0 I_ 3C ,}' �' STANDARD TYPE B ICC/ANSI 21. PLASTIC LAMINATE BAR TOP 13: ALL FAUCETS TO HAVE LEVER HANDLES AND �I �Ir W/MFR SHALL HAVE 1.5 GPM FAUCET AERATORS. SW Roy Rogers RCI. / 2,-6. " MFRACCESSIBLE UNIT 22. STANDARD WALL CABINET WITH NO SHELVES VERIFY 3 KITCHEN ELEVATIONS 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE W/MFR INCLUDING NOTES AND ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, Tigard, OR 97223 3 UNIT 1 .1 - B - TYPE B ICC/ANSI AGC UNIT KITCHEN ELEVATIONS DIMENSIONS SHOWN HERE 24. ADJUSTABLE SHELFBINET WITH DRAWER(S)& SEE 17IONS. 25. FOR REINFORCEMENT A5.12 SCALE: 1/4"=1'-0" OWNERERTOP MICROWAVE,PROVIDE BY LOCATIONS. 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE 26. SHORTER REMOVABLE BASE CABINET AT ALARM NOTIFICATION APPLIANCES.UNITS ARE DRAWERS& TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACESUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE WITH 27. SHORTER REMOVABLE BASE CABINET AT SINK APPLIANCESRE-WIRE I ACCORDANCE WITH S. 72. AND WORK SURFACE PRE-WIRE UNITS FOR VISIBLE ALARMS. 28. AND WITHS CONTROLS AT FRONT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER 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. y V1 ' 19. SEE 17/A8.12 FOR WASHER/DRYER � REQUIREMENTS AT TYPE'A'UNITS Northwest Lhwest 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION 703 Broadway Street, 21. TYPE B UNITS W/2 BATHROOMS: Y © I 1 CI ] MI -00PT0131 ALL TOILETS SHALL COMPLY W/ Suite 510 6 ID i - Vancouver, WA 98660 © - © -OPTION B-1 TOILET SHALL COMPLY W/ 1004.11.3.2 5 MIRROR to ID 113) n 1i M -\-- -, CV , • r IISM 3A X 2'-6" x k if 2B 2C 2D ACCESSIBLE TYPE B ICC/ANSI -0" LE BATHROOM ELEVATIONS INCLUDING NOTES AND 2 UNIT 1 .1 - B - TYPE B ICC/ANSI ACC UNIT BATHROOM ELEVATIONS DIMENSIONS SHOWN HERE A5.12 SCALE: 1/4"= 1'-0" 0 cv 00 coco ot '- " e " i ,_ " , " • 10 91/2 2 -8 5 71/2 9 -6 I R. ++'' al BRIAN R.FLEENER' '. 0 25A 21A 21A , at 2Mil? • 21A ii _ I 2X6 �. VAR,0„1 4146R * =,-,,,,, __ _ . 0 co 6OF 0 * i...-� --- CL 24A ,., la, : Fla I li cv � 7 co I 24A D3 - � , ` 24 Cl _ * r- 3 O r� 2b tA5.i2 2B - ENTRY ---7f A; C Zo Unit Plan 1 .1 N ., co Z i- 1 X LINEN 24A BATH 20 > ----- 2 ,-- . A5.12.. 3B_.._i_., .CI 0 Type ., - SHELF Ft 24 D3 `° KITCHEN _ 7:: _ r .1- ,,.. N�>�^ CLOSET :..........................._ `__ ELEC. /� m8" Ft 4A PANEL > DW I (Z 24A > 7....., F24,`5 � I -> 22 24A cn i`^ I rn ` N 1 6'-4" --, ,__ _ 4 - 2X6 .fit • 0 i u. a LAUNDRY > atz W �./ 1 • W 11 D(/) sq.- 24A , V 1 24B N U Cl SHELF M A8.12 I rn 2X6 • / 7'-1 3/4" Jr m BEDROOM N 5'-8" 24B 1 M a i co, # Date Description N 24B `'. Revisions it LIVING/DINING February 15,2017 r- Date BB,DG, NE Lo 1 . ' PTHC Designed By o DECK/PATIO AT GRADE B2 A „ a • DG,NE,NM o +as ' Drawn y KJ 0 z 400. Checked By CI cl) 17857 r N Project Number o to co GROSS SQUARE FOOTAGE PER UNIT:626 SF A5112 1 2 - 2 1 UNIT 1.1 - B - TYPE B ICC/ANSI ACC UNIT FLOOR PLAN Fa Sheet Number . iu A5.12 SCALE: 1/4"= 1'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016 it If this drawing is less than 24"x36",it has been reduced.Scale accordingly. LL' 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 AT1' W 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12f�4 4. LIGHT FIXTURE CENTERED OVER MIRROR 2. SEE BUILDING PLANS FOR EXTERIOR WALL, . _.. , 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 Otak Architects Inc UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION ' 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 ,10/A8.11,11 /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 503.237.6$25 _ 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. 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER / h Q 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. SWITCH 9. SEE 31A8.12 FOR TYPICAL CLOSET ROD // \\ <'�II,-' \\ \\ <_ ,,> " (CONTINUOUSSHELF DETAIL. OPEN TO --`/---\- ` --\- a__._____„\ -____-1I13. 4 MDF BASE BEHIND DINING/LIVING `- ->>---/- �-�' '\___,}- /� APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &fi41A8.11 FOR TYPICAL RATED \ \ CMIC 0 \ / T ■ 14. OPEN SHELVING WALL INTERSECTION DETAILS. t 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES,ENVIRONMENTAL, RiverTerrace ,, . 0 ._ HOOD CONTROLS,AND OTHER CONTROLS SHALL BE = _..n .-n_ - f n e _ - ® D 16. PACKSPLASTICLA LAMINATE COUNTERTOP P WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. d° _ ELECTRICAL,TELECOMMUNICATION ///1\\\ )\ r' `\ -RANG - /'n\ //I)\\ 17. VANITY DRAWER UNIT CABINET East DW _ 18. SINK BASE CABINET,TYP (TELEPHONE/TELEVISION ON ETELEVISION OUTLETS) �\ /' _ / = -- �- REFR RECEPTACLES ON WALL SHALL BE NO LOWER 19. PAINTED GYPSUM BOARD SOFFIT Condominiums ` THAN 15"ABOVE FINISHED FLOOR. \ / - - 20. PLASTIC LAMINATE COUNTERTOP AND TILE \ ', \ - 1 . \�/ \v, 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR 3A . '3B 3CBACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND SEE 4/A5.10 FOR 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. SW Roy Rogers Rd. STANDARD KITCHEN 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ELEVATION NOTES ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, Tigard, OR 97223 3 AND DIMENSIONS 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT UNIT 1 .2 KITCHEN ELEVATIONS ADJUSTABLE SHELF LOCATIONS. 25. COUNTERTOP MICROWAVE,PROVIDE BY A5.13 SCALE: 114"-_1-0" OWNER 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE 26. SHORTER REMOVABLE BASE CABINET AT ALARM NOTIFICATION APPLIANCES.UNITS ARE WITH DRAWERS& TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACESUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF 27. SHORTER REMOVABLE BASE CABINET AT SINK APPLIANCES UNITSFOR L ACCORDANCE WITH S. 72. AND WORK SURFACE PRE-WIRE FVISIBLE ALARMS. 28. RANGE WITH CONTROLS AT FRONT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER 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/DRYERREQUIREMENTS AT TYPE A'UNITS �}h 20. SEE DETAIL 4/A8.11 R•WTER HEATER NOI tl {West STRAP INSTALLATION 703 Broadway Street, 21. TYPE B UNITS W/2 BATHROOMS: Y -OPTION A-ALL TOILETS SHALL COMPLY W/ Suite 510 L 1004.11.3.1 \ G !' -OPTION B-1 TOILET SHALL COMPLY WI Vancouver, WA 9H$6(} 1004.11.3.2 \ "OR • /• IIIIi�liv , 7 1� b - i. / MEM I MI k I /• , 1 , , _ _____ 2A 2B 2C 2D SEE 3/A5.10 FOR STANDARD BATHROOM ELEVATION NOTES 2 UNIT 1.2 BATHROOM ELEVATIONS AND DIMENSIONS A5.13 SCALE: 1/4"=1'-0" - 1,- c.•1 O QO CO N13'-5 1/2" ,*�* iii 41. rel BRIAN R.FLEECIER 0 _ 0 o • t/ (4 I iv. ""3.4 .. Vlu ,cl erot. a DECK/PATIO AT GRADE B2 to 1111P ilial, PTHC Unit Plan 1 .2 24B ccs e 5'-8^ f° LIVING/DINING ta - BEDROOM PANEL w 20 Cl 6 , A8.12 p - 24A /\ SHELF /` r` T-4 1/2" 24B 0 6' g" N ii W ( I D # 24A -1 03 cn 41. a. LAUNDRY a tr - U 2X6 j • - *4k rJ'}' r Imo` or T1 1 El 24 ~ ...!F2�> DW 1 U I 1 ( N CLOSET u `-----�.-_-..L� ° I i # Date Description 4343 SHELF 24A j 3A L I Revisions K u u (NI - i February 15,2017 �� > --- A5.13 3B f a 0 24A \ 0 LINEN 24 i . Date °�° N 2D A5.13 2B `a , T EN Y �,.-8" 3C `, a a BB, DG,r. r NE a ' BATH 24B Cl r 4 24A D3 /1 �p KITCHEN Designed By LI 2C CL ° _ REFR ° �i� I I CII !� I ( i DG,NE,NM 75 .. J M 1 .[i. I X6 1 j -- Drawn By a •� - i Q. 21A 2X6 i` KJ y 25A 21A Checked By z 25A a -10" 2'-10" 5'-51/2" 21 21A 9'-6" / 17857 r N Project Number ar ce w SEE 1/A5.10 FOR ADDITIONAL 1 UNIT PLAN INFO GROSS SQUARE FOOTAGE PER UNIT:613 SF A5 I .- UNIT 1 .2 FLOOR PLAN Sheet Number iv A5.13 SCALE 1/4"- 1'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPONDING TO THIS PLAN) Copyright 2016 jy, If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. ° Ce ELEVATION KEYNOTES UNIT PLAN NOTES ----- 0 , - i 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR A. .i. Q 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT ,,4./ , 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, " T 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. { ��g � �� • 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. i,, AP, 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD ' .R, 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 Otak Architects, Inc 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 91A8.11 ,10/A8.11,111A8.11& 808 SW 3rd Ave, Suite 300 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 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Fax 503.415.2304 C.4.)---....„. 1 Lim. , 11. LINEN CLOSET WI REMOVABLE SHELVES 8. SEE 17/A8.11 &18!A8.11 FOR TUB/SHOWER 5I I a 12. RANGE H HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. © © © 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD MIRROR ` 13. 4"MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. V © APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.1I &14/A8.11 FOR TYPICAL RATED // 14. OPEN SHELVING WALL INTERSECTION DETAILS. ■ 15. HOOD WAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES,ENVIRONMENTAL, River Terrace ea . � � 16. PLASTIC LAMINATE COUNTERTOP WITH 4" gill\ CONTROLS,AND OTHER CONTROLS SHALL BE {18} i�rJ BACKSPLASH AND SIDESPLASH ELECTRICAL,48"HIGH TELECOMMUNICATION FLOOR.MUM ABOVE FINISH @ a 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) East 17 ` '�0 0 8 ® i 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER 13 / 19. PAINTED GYPSUM BOARD SOFFIT THAN 15 ABOVE FINISHED FLOOR. NI MEM �d 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR i BACKSPLASH,TYP Condominiums 21. PLASTIC LAMINATE BAR TOP HEAD DETAIL,AND 3/A8.11 FOR NFOLD. 3A 3B 3C 3D 13. ALL FAUCETS TO HAVE LEVER HANDLES AND SEE 3lA5.10 FOR 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. SW !RoyRogers Rd. STANDARD KITCHEN 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE g ELEVATION NOTES ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, Tigard, OR 97223 AND DIMENSIONS 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT 3 UNIT 2.1 BATHROOM ELEVATIONS ADJUSTABLE SHELF LOCATIONS. 25. COUNTERTOP MICROWAVE,PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE A5.19 SCALE: 1/4"=1'-0" OWNER ALARM NOTIFICATION APPLIANCES.UNITS ARE 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 711111 1 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. Polygon 19. SEE 17/A8,12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS ® <22) 20. SEE DETAIL TAIILINST4/A8.11 FOR WATER HEATER Northwest ira 19 21. TYPE B UNITS W/2 BATHROOMS: 703 Broadway Street, H Q O Q 4 - @ �--. -- -OPTION A-ALL TOILETS SHALL COMPLY W/ Suite 510 2 ■ 5 -� -� Ilid 23 1004.11.3.1 ' © \ 16 _," - ��� `mssMIN OPEN TO ■ ® �'__��II -�_�`. _\ 10041-OPTIONB-1 TOILET SHALL COMPLY W/ Vancouver, WA 98660 .2 3 MIRROR •�■ DINING/LIVING �� 43) ��� < < > ; 7 � d / ID I iii 7.L/ 1 _- 1111\ / I -T ---�-- MCR )p b Il 28 \ 17 aumo�n 1�tisommimmit INIMIL. a itcrw:sriamm.. GHT la 13 13 r� _ /ten\\ so � o. =� �I� _K. %� \ o 4111, ■ '_ .. / .. ��1 - DW RANGE //1"\\\ I \ .IMI .. l ilia - L _ __ J- /- 10111..I��•=. ~ / r •N \ \ M 2A 2B 2C 2DSTANDARD UNIT 4A ), 2'-6" 2'-6" �, 4B 4C j 2'-6" jr 2'-3" 41, MASTER BATHROOM 2" ELEVATIONS INCLUDING W/MFRVERIFY 2'-0" 3'-0" 1 1 1'_3"J VERIFY SEE 4/A5.10 FOR NOTES AND DIMENSIONS VERIF17 t,,.1,-0" W/MFR STANDARD KITCHEN SHOWN HERE W/MFR ELEVATION NOTES 2 UNIT 2.1 MASTER BATHROOM ELEVATIONS 4 2.1 KITCHEN ELEVATIONS AND DIMENSIONS A5.19 SCALE: 1/4"=1'-0" A5.19 SCALE: 1/4"=1'-0" - ca c.'"? M . co co + • 'c; 8'-8" 4'-11 1/4" 7'-11 1/4" 5'-51/2" 3'-6" 10'-11" * + _E: EM SEr2o4:1,1 iiiEl 20 2,-0" 25A & BRIAN R.FLEENER al - _ raint IF a. v liJC) LI3AJ PORTLANOOR * 2 _iREFR g 2A I ,,/ W 2" _ OF Q -' �, I 4A F2 - 3D A5.19 3B oo 2D A5.19 2B I B1 K, ,.1: o2C ii CLOSET X 4 A .1 / ° N 3C BATH c N i 5 9 S c0 SV#2 010 : NIB IIIIMMMP" , Unit Plan 21 -- M BATH 1wil 4B > Ti __ a KITCHEN >, r SV#2 CPT#2 Ii7ii -i- �- -- 1;34 CL0i `�° C t- o �; I DW / D2 I LOSET ti C1 D1 I 0 1 0 v>i >. 21 S 1 c� co - - � - - ' - N 0 C1 Ilk EC 0 a. 24A u. 24A [ 4 tu 5'-6" ELEC. A8.1.2 0 PANEL i Cl - " 0 24B 2 -5 rn 10'-8" I 19'-10" 10'-11" mMASTER BEDROOM • 24B LIVING/DINING BEDROOM Ek- (s,. L N zo Zo # Date Description y > �- Revisions a PTAC 1, ,I February 15,2017 _ Date Lf) COti BB, DO, NE iiiii"."»i Designed 8y o Illllllllllllll .moi. B2 DECK o DG,NE,NM cu v L. -� -i Drawn By r i -T, Checked By z ca 17857 cai Project Number cu ce 0 el GROSS SQUARE FOOTAGE PER UNIT:910 SF A5 . 1 9 - 2 1 UNIT 2.1 FLOOR PLAN _ m Sheet Number ui A5.19 SCALE: 1/4"= 1'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016 O _ it If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. ELEVATION KEYNOTES UNIT PLAN NOTES 0 _ ---'ill:; - 11- 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR A a 2. TUB/SHOWER ENCLOSURE �$K ° DIMENSIONS FOR UNIT VARIATIONS AT "� �s' ,�r�4 ' 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 171A8.12 k 2; 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 @ 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 Otak Architects Inc UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. 808 SW 3rd Aye, Suite 300 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 1 A8.11& Portland, OR 97204 UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL ' 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 im 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. ® _ 1r© © 0 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER I IMIIIIIPII ‘11111 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. 5 ) '•\ 2 Q 13. 4'MITCH DF BASE(CONTINUOUS BEHIND 9. SSEE 3/A8.12ELF DETAIL. TYPICAL CLOSET ROD = IR R © \ 3 CI APPLIANCE)WHERE APPLICABLE 10. SEE 13//A8.11 &14/A8.11 FOR TYPICAL RATED b n 14. OPEN SHELVING WALL INTERSECTION DETAILS. River Terrace in I O O 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, 2'-6" 1 I - '' HOOD CONTROLS,AND OTHER CONTROLS SHALL BE f Email,� 48 HIGH MAXIMUM ABOVE FINISH FLOOR. l - r , r , r_ _� I 16. PLASTIC LAMINATE COUNTERTOP WITH 4" a. o - l CAL,TELECOMMUNICATION � L J`- ` J b 13) 13 rY 17. VANITY DRAWER BACKSPLASH D NISIDI CABINET (TELEPHESPLASH ONE/TELEVISION ON OUTLETS) East 111 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER `�` ' , 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. mommm•oom 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. Condominiums 3A 3B 3C 3D SEE 3/A5.12 FOR 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 2'-3" ICC/ANSI ACC TYPE B BATHROOMg 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. SW RoyRogers Rd. � /1'-0" ELEVATION NOTES 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, Tigard, OR 97223 AND DIMENSIONS 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT 3 UNIT 2.1 - B - TYPE B ICC/ANSI ACC BATHROOM 1 ELEVATIONS ADJUSTABLE SHELF LOCATIONS. A5.20 SCALE: 1/4"= 1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES.UNITS ARE 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 Polygon SHOWER BLOCKING LOCATIONS. P"Py 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS Northwest C 22 20. SEE DETAIL 4/A8.11 FOR WATER HEATER O 0Imo 0 0 -, -' Ill '� STRAP INSTALLATION 5flaNMI �} 19 21. TYPE B UNITS W/2 BATHROOMS: 703 Broadway Street, -OPTION A-ALL TOILETS SHALL COMPLY W/ Suite 510 ,- ® 1004.11.3.1 Vancouver WA 98660 , E1 �` ■IIlI OPEN TO ■ �' /� <�` It -OPTION B-1 TOILET SHALL COMPLY W/ ' 0 Q j MIR OR ir,_ ID ! DINING/LIVING •�� - - -- - 1004.11.3.2 LW 6 1 I =rums �: _ MICR _ , „ wi ,. II id 6 . IliiIMiN IMIIIIIIIIIIIIIIPrria Iv 1 r _ uo 0,5 ijII.uI_______ " iilligrillirl mili,....i_ s. ::, BC . RANGE -U �y�• �> 13 DW in i.mbik_maill ....,.....IN ., 2A 2B 2C 2D 4A k 2'-6" z-6. 41, 4B 4C SEE 3/A5.12 FOR 4, 4,, 2'-6" ,2'-0"� 3'-0" I ICC/ANSI ACC TYPE 2° V/MFR 2'-0"J., 3'-0" 1'-3"J SEE 4/A5.12 FOR TYPE ICC/ANSI ACC TYPE BE B "-)1' B BATHROOM -0ELEVATION NOTES •-•-1'-3" KITCHEN ELEVATION 2 UNIT 2.1 - B - TYPE B ICC/ANSI ACC MASTER BATHROOM ELEVATIONS AND DIMENSIONS 4 UNIT 2.1 - B - TYPE B ICC/ANSI ACC KITCHEN ELEVATIONS NOTES AND DIMENSIONS A5.20 SCALE: 1/4"= 1'-0" A5.20 SCALE: 1/4"= 1'-0" co O c co CLOSET s 4 <f a ., .�.. N 4-1"x6 -9 z.. N 8'-111/2" f 5'-1" 7'-111/2" 5'-0" 3'-111/2" 0 6° 72Q hi 1 - 25A 25A Fo- f ! sp n R Fr.-1 ALAN�. L E 1 Etr" III fq o �. I It '� 21A '�� • i 11 e °- __- I .... a. • I x _0--_co cl. N I OOTL.ANO,OR MO M BATH' '.2" ----1 _ CD 4 ` ' N - ' r ... m EFR W BATH 1 2"� F OV _ ._R } 2 ,L kt. ,t V N I _ 24 246 •• 0 38 ii _ 5A s ; R E 2D A5.20 2B; � 1 ,� , i � �. s;_; NT.....Y.3..� , N' ;� � O b ! D1 24A in °� I cc i 24B c‘\ 3C nit Plan 21 B o . �. CLOSET i-� ,; 4 5.20 --i--11 = � S 1 SV#2 i � r Type B 46 / 24A -_1- '-r-..-__ = KITCHEN c'l WHA r SHELF _ kr SV#2 CPT#2 F-- _ ^ c� 24A C 1 X in / •- 24A c� co cc �0 ' 0 1 DW 24 / D2 Tyr 3 C1 : 24A D1 ---J o o � � ` � �S f ELF 1y CLOSET M ') Tr --„ * r I _ - _ - - - 2X6 �,_ _ F -N = c.) It 1 i "` o- 24A a. 0 C1 --- U v_ 24A 1 248 v Lu A8.12 CI rz 24A ELEC. !'-1 1/4" 4'-8 1/4" 0 PANEL HI co co 22 N N CO, BEDROOM F4113 • 246 • LS'CB # Date Description � MASTER BEDROOM LIVING/DINING z Revisions " r February 15,2017 a V) 4D 4 , PTHC Date o Is _ 11111111111111111111PATIODesigned By ra6 o .QET 1 cc o .�- i DG,NE,NM Drawn By U o KJ -- 0 Checked By o c 17857 T N Project Number G) GROSS SQUARE FOOTAGE PER UNIT:909 SF 0 el 1 OPTION A-BOTH BATHROOMSS COMPLY W/1004.11.3.2 A5 ■ 20 2 UNIT 2.1 - B - TYPE B ICC/ANSI ACC UNIT FLOOR PLAN Sheet Number ca y A5.20 SCALE: 1/4"=1'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016 O it If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR _9 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS ATCI 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. ,6 0 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. ' " 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, 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. 1 , � \ 0 Q � � 11. LINEN CLOSET W/REMOVABLE SHELVES 8. ENCLOSURE DETAIL AT WALL FLOOR. Fax 503.415.2304 V \ ' ! 12. RANGE HOOD UNIT WITH WALL CONTROL N44,( SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD 2 I J 5 � Q Q ( 6 2 Ct .111111 13. 4"MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. 41) / _�! APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED MIRRO- © O O 14. OPEN SHELVING WALL INTERSECTION DETAILS. b / 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST11. LIGHT SWITCHES, ENVIRONMENTAL, / t / HOOD CONTROLS,AND OTHER CONTROLS SHALL BERlver Terrace r 17.___“.-i)Cr6) PLASTIC N ` C� -i - - 16 BACKSPLASHI AND SIDESPLASHOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. 18� tk / ELECTRICAL,TELECOMMUNICATION mm \ 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) @ _ 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER East 111 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. +� - ; _ 13 \ III 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR SI N i \ BACKSPLASH,TYP �+ ,� HEAD DETAIL,AND 3lA8.11 FOR BI-FOLD. r■wm��i \ _ MIMI 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominiums 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. 3A ,i, 2'-3" ,, 3B 3C 3D SEE 2/A5.10 FOR 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE �1'-0" l 1'•0" STANDARD BATHROOM ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. ELEVATION NOTES AND 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 UNIT 3.2 BATHROOM 2 ELEVATIONS DIMENSIONS ADJUSTABLE ALLLOCTIONS. 25. COUNTERTOP MICROWAVE,PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES.UNITS ARE A5.32 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 tes NOrthW STRAP INSTALLATION es 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, --.`�.,, 1 > Q , ( 1 ). 1004.11.3.1 f� J ■ t -OPTION B-1 TOILET SHALL COMPLY W/ Suite 510 C 5 2 © 2 } 11 ` 0 ,,.` ® ""� iiiiN ® 1004.11.3.2 Vancouver, WA 98660 1 MIRROR ( 7 } ; , -��- -` (16) Sitit�� / riPP-iro fa / �-- _� . -i'd, (18> '' - MIL -7/ poi ei _JI . Aillt 4E3 -. (24 _ 8 } 0001 iiienuirglii -: o ins '�� �I '��� OEn ... r /� , i . �� / DW i (IIIMad =11MIH ,N /,. '5=1 "7,,K-@ MI ` S I v \ Y J I ` � . -wi1 2'-0" 4B 2'-6" '' 2'-6" 2A 2B 2C 2D 4A 4)t,2' SEE 2/A5.10 FOR VERI VERIF4(,-8./ VERIFY 2'-6 1/4" STANDARD BATHROOM W/MFR W/MFR W/MFR SEE 3/A5.10 FOR STANDARD '-1 -0" ELEVATION NOTES AND KITCHEN ELEVATION NOTES AND 2 UNIT 3.2 BATHROOM 1 ELEVATIONS DIMENSIONS 4 DIMENSIONS UNIT 3.2 KITCHEN ELEVATIONS A5.32 SCALE: 1/4"= 1'-o^ A5.32 SCALE: 1/4"=1,-0" i J M ino a CO , r I II i' m II 11.17111 lit -- i a N DECK 1 ► °I° I DW I Imo_,-_ ,�..�, �.�II -,- ---, li- • . N I I I ! 1 II♦1�1 I/n■mil ift 1111_L_-- _ ===J --�- � 10'-81/4^ 10'-5^ ) 3720 o BRIAN R.FLE NER . , QQ /11. ° �1il1 do a a IIIIIi111111i1i - KITCHEN Rh A�{ y /� I -':V2*a",rarx"I.--1 it l illtYtl,OR PTAc B2 BEDROOM 1 BEDROOM 2 A5.32 'B CPT#2 SV#1 . Lii 24B 20 Unit Plan 3.2 LIVING/DINING ' D3 24A 1 C. r E1 ,- 1 Z Cl Cl 5'-6 1/4" ' 24A I a FCLOSET co j o „ , 24A ■ > F 24A N kr I II CV 0 _ a a� D ELEC --cv D1 24Aco ui 0 `�� 3'-21/4" 5'-11 112" PANEL m CLOSET to U GQ SN/#1 PT#2 � i- 03 om- om- `') , 00ii 24A "MUcv 3C ' m C1 D1 D u) cn BATH 1 CPT#2 SV#2 � ENTRY m D �.J N vi • D1 Cl 3B A5.32 3D 2 61 4 to # Date Description EI LAUNDRY 3A " 2 Revisions 111 D1 2C • 2A W (I I "'..�..'' � 1■ ix ii ��MEM February 15,2017 c MASTER BEDROOM �] a _,r' 8 - Date 2B v u) rt 21A U ti . 814 12'-51/2" 7'-8" 21A o CLOSET E 25Agm Designed By w � BB,DG,NE o II 21A 20 M BATH o DG,NE,NM ea J I tj . 25A Drawn By o ■rte �■r■■■r■� iii KJ Z 11'-8" J 4'-8 1/2" jr Checked By o c 17857 cw Project Number W a SEE 1/A5.10 FOR ADDITIONAL co UNIT PLAN INFO GROSS SQUARE FOOTAGE PER UNIT: 1,159 SF A5 ■ 32 2 1 UNIT PLAN - 3.2 Sheet Number S A5.32 SCALE: 1/4"= 1'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016© ii 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 FOR 0 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT _ Q - 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL SEE DETAIL 171A8,12 4. LIGHT FIXTURE CENTERED OVER MIRROR 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 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 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Qtak 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 AlS3rd 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 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 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.49 5.2304 E i { 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. - 0 o SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD � - \ MIRROR I, 13. 4"MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. 0AIPPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED is n 14. OPEN SHELVING WALL INTERSECTION DETAILS. m.. .__�_� m - - -�� \ " i i 15 HOOD WAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, I _ RiverTerrace - - - J j 1 1 16. PLASTIC LAMINATE COUNTERTOP WITH 4" CONTROLS,AND OTHER CONTROLS SMALL BE [ _ _ _ ] [- = - = ] BACKSPLASH AND SIDESPLASH HIGH MAXIMUM ABOVE FINISH FLOOR. C ] ELECTRICAL,TELECOMMUNICATION i, i t - 17. VANITY DRAWER UNIT CABINET C - - - ] 0 / b - ,,'riN.� ' - ` -, b 18. SINK BASE CABINET,7YP RECEPTACLES ALL OUTLETS) • _�,\ �,' 19. PAINTED GYPSUM BOARD SOFFIT THAEPTACLOVE FINISHED FLOOR.SHALL BE NO LOWER East _ _ J 1 A I / H I 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR ,1,1,_ °�, 't 21. PLASTIC LAMINATE BAR TOP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. ' ' 30 MIN 22. STANDARD WALL CABINET WITH NO SHELVES 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Ofl d O m I n I u m s 4A 4B 4C 40 SHALL HAVE 1.5 GPM FAUCET AERATORS. CLR 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE SEE 2/A5.12 FOR STANDARD ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. TYPE B ICC/ANSI ACCESSIBLE 24. ADJUSTABLE BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 UNIT BATHROOM ELEVATION LOCATIONS. g 4 UNIT 3.2-B MASTER BATHROOM ELEVATIONS TYPE B ICC/ANSI ACC UNIT NOTES AND DIMENSIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES.UNITS ARE A5,33 SCALE: 1/4"=1'-0" TYPE'B'UNIT PER ICC A117.1-2009 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. - o 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: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, Suite 510 I I � fill III ■., 1004.11.3.11 MIRROR d . _ \�_< �� \ - � � -OPTIONB1TOILETSHALLCOMPLYW/ VancOL.IVer, WA 98660 / a 11 ,Lill �. 1l.„--'_.1- _ I fi ,- 1004.11.3.2 , 0 6 III ' ' Z., / _` AY A � ! - - - -� / - - - ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILBIEIIMIIIIMIIJIIIIIIIIC- �, i i _ _ i \ C - - - 1 C : - - ] ¢ ��I�iii�= ap s `-+► _ as �o ` _ ��1 i . I N M if L�, \ , DW RANGE ii .................___I .to . ...__ _ _.. _ _._ ____ • +f' ir i 5A L 2'-6" it, )t'1'-9" ,,, 3'-0" y2'-0" �, 5B 1;-0; 2'-6" 1,1'-6"1,2'-83/4"1 3A 30"MIN �1' 0"-0" 3B 30 3D ERIF �1,_g^ W/VEMFR VERIFY SEE 3/A5.12 FOR STANDARD TYPE 1'-1" W/MFR W/MFR W/MFR SEE 2/A5.12 FOR STANDARD B ICC/ANSI ACCESSIBLE UNIT TYPE B ICC/ANSI ACCESSIBLE BATHROOM ELEVATION NOTES UNIT BATHROOM ELEVATION 3 UNIT 3.2-B BATHROOM 1 ELEVATIONS TYPE B ICC/ANSI ACC UNIT NOTES AND DIMENSIONS 5 UNIT 3.2-B KITCHEN ELEVATIONS TYPE B ICC/ANSI ACC UNIT AND DIMENSIONS A5.33 SCALE: 1/4"=1'-0" TYPE'B'UNIT PER ICC A117.1-2009 A5.33 SCALE: 114"=1'-0" TYPE B'UNIT PER ICC A117.1-2009 M _ c p ao � N PATIO � i I - IaN - DW •1 . IN p 4 iii . ` -�==M n . 3720 0 1 rel a ' , & BRIAN R.FLEEN ER Q • X114// °.-i KITCHEN : ' 0 NRTLAND.OR WINISSIM ED v 5A PTHC B2 i A5.33 5B BEDROOM 1 BEDROOM 2 REFR N CPT#2•SV#1> '� 2'_6" 10'-?1/2" 4'-11" 5'-6" Unit Plan 3.2-B - 5'-111/2" Type B LIVING/DINING N D3 24B 24B •• N 24A PANTRY Z,, El Cl,_,(„ - C1 n kr*. CLOSET M ��--'- N. SHELF • • > SHELF&ROD a iv C % .C-"� W a LINEN D, 24 ELEC. u_ b Li- U SSV#1 CPT#2 � ;y PANEL 24A D1 U1 24A 4'-g^ v 5'-10 1/2" Mr TYP co 4 12-4-411rCLOSET CO , U / �' UNO F-a. F- SHELF&ROD co �•----248 24A o 3C __ , •� CPT#2 SV#2,. _..... > > 24A...... w............_.__.._; 'v' C1 � I- � .5 E 1 D1 W D �fn._ _ . ._ - m ' 24a ENTRY O� uj L . `✓ 1 v N , Cl -� D1 C 3B A5,33 3D 4A ' 4B .J w -. _...__.__.. o ... ............. - N U ' co 0 `� LAUNDRY ATH 9 3A �, # Date Description lii514... t- t>t� B x W > Revisions D1 C A5.33 DU 2x6 "' 24A-=-• .�..�.....4ct._..__..:a'k.. • February 5,2017 _--, _._. __ ' a _F 2x6 N. ..._.._.._.__..____ x6 • Februa 1 ri MASTER BEDROOM I- Date N., co c 24A 10" 5'-0" '-5 1/2" 7'-8" E._ BB,DG,NE o �, CLOSET w / `� Designed By r2-0- F. • DG,NE,NM _ .� v0, BATH ° 25A T) SHELF&ROD i Drawn By 0 21A z '� VERIFY W//MFR x Checked By u) 17857 N Project Number CD re o OD A533 2 1 UNIT 3.2-B PLAN - TYPE B ICC/ANSI ACC UNIT UNIT AREA: 1 243 S' - 173 - sheet A5 . 33 - A5,33 SCALE: 1/4"= 1'-0" TYPE'B'UNIT PER ICC A117.1-2009 Copyright 2016 If this drawing is less than 24"x 36",it has .- been reduced.Scale accordingly. - co , 0 0 A A 0 0 CEILING PLAN LEGEND 4ga. -J 4 3 4 < 3 ••:,-,••;; DROPPED SOFFIT @ 8'-0"UNO a. 4 Itiwoltro 0 ce,.< , A4.11 A4.11 El 0 o ` A4.11 D 0 CI C3 a.0> (3-I El lowI +)C-XX" DROPPED SOFFIT CEILING HEIGHT `q4 'Ng0 0 41 F444 I V.4 1 - / --1 - !!!1*,:-VrfZ,I:VA ...... _r____ ___............ ..i ....._T. i --T-- -=--- -r- -r-------1------41-_,...... .71-...:..--_ ... .< - - - VENTILATION PATH 1 j I MIMI CS ] I .4 //' 44 41,' - j‘ 40t .. Lu\z. \' 7th ,, 0.- • <g. I Otak Architects, Inc I . 41, ie,>-,1 4004" ..i 4. \' 41 I A \ ti 3, / 41:1 '211,8 • 1 808 SW 3rd Ave, Suite 300 Portland, OR 97204 *fit,* A ,, . Phone 503.287.6825 4fr. .+1 UNIT 1.2 Fax 503.415.2304 •, GARAGE 1 GARAGE 2 GARAGE 3 GARAGE 4 GARAGE 5 GARAGE 6 5-. - 41 Pfs4 7,41 I.,'- 0 . .1WPW •,./A0,4, - . , - %410PS#40,114;:‘ A4.12 GARAGE VENTILATION 1 VENTILATION -It-: .ir /1 DUCT ENCLOSURE g------- , - \ a OP bk. ., .., ,. u , _ _ , ,. , , . - - . .• , . ,, . DUCT - l.; , • , , . %,. A4.12 F z4Z0, 1:1_ ENCLOSURE - Wr „ , . , , •, 4 , . • ., ° . .. 2 River Terrace , 1,..... (22 . A4.12 ;;-•'-;- •, : -:: '•,*.• -7,:.`:;'-'•:,---;- r'1-4.-:,_ , -:,1,--- CO East 12-- - 12 a - ':-',-'' :,. • +8'-2"@ CORRIDO- 2\ +8'-2"@ •:-.•_ CORRIDOR +8'-2"@ ".,'_:_`•-:,•.-:_;;;:: SOFFIT • 4;,•.;:,,,-,-. +8'-6"TYP. - _, ,_ SOFFIT -='4,-!•,-•,•-,_ A8.12 ; . *'.. • .t :).. ;:- ', '• SOFFIT +8'-6"TYP. SOFFIT , '-•:',21- -1-;',. .i-s• A8.12 ''--,.,;,_ ;•-:,-:--:`-:.-,:•.--:_. TYPO 0 Condominiums , -1 _ _______ _____ '' •'' '•':---- -E.----1 EXHAUST .-,-7 ..,.-,-7. ...--7--T. •c•-•-:-=•--:=-------4 ,,1:,-.,.. 7[:._ e--.----7r i;-,,,,.71 7 , ---z'r,7 j :77-- - jr„--„, -- ---- - --z-,, EXHAUS. , .-. - , , • , ,... . ,, , 1 71-:-J-7:4-'-- .- --;-:.- -i, :::•-;•,::- ' „'•:-.':-'-_,' ' ' , ,! '.''', 7:7,":r, , , STAIR _ L SW Roy Rogers Rd. STAIR . , _ ._. ; , e _ _ :-7-':.--,1,-7',;:- ',-- :-. , ,,, :••,. •:,' ,..,•: .,• :.,:•. -• , - +8.-0" „--•- _ , -:-iiiii..,:: ,-, .:( .. . .., ... . . .. . .: -•-,: , ••••,', % Iltti.' :'.-.2', F-1 Tigard, OR 97223 ...2,•.- 4_ ,..,„ ..._, _; 4 •--= 1'-Ol' - ''. :.',- -• :':• i'‘.1` " '. .12 ' c, , , , ,. ,„,, • , . • • I , ,. +8'-0" ,„, -,. ,,„ . „, „„„ , .. • , I r I , , :I- .• . • : ., „ , „ • - , , „-- ., _,. , , _ -,, +8-0" .immemen imam.= n .: ' / \ 1 t:':' *--- - / \/ 11 4‘\#,2? ' "':' s':'z'•'.:;',:: UNIT 1.1 . , UNIT 1.1 -A ..,0 „, , •-. ,40 UNIT 2.1 - B .... - _ „. _ , - . [ - A , 4 2 1 ArALIIL - l• A4. 1 < A411 3 I 'a. [ '.44 ° "44 A412 1 11" 1.. 'NI .: 1'.07 C.9 • . . VI WeAti b----------4 b---4 b---4 t 41, 4 .............1,. .. _ ... . Polygon _ .._.__L_____. _lb_ .._.4_ - - 24 - /11,4 _ .>8, 7 44..,40, - i , '*%AIIII,A0 _ -, 4- / Aw- iv , 4 -7 Northwest - „., r-F, a IT:li J 1.----41.--41,---4 .". 0 El • 0 703 Broadway Street, • addi Suite 510 I I Vancouver, WA 98660 B D B D 2 12 PLEX UPHILL FIRST FLOOR CEILING PLAN 4 12 PLEX UPHILL THIRD FLOOR CEILING PLAN A7.00 SCALE: 1/8"= ir-on A7.00 SCALE: 1/8"= 1'-0" A 04 GOA J., < A4A 3.11 GI -J alk 4A A 0_ A 4 • 0 < < A4.11 a. A4.11 I EXHAUST 0. ‘ A4.11 iii L.÷I, Ng -1 Aelio, ) ...4... _ CI __ __ rionio=.1--:............-;1=-7a iiCi ' =-•.-1 0 co ___ 1 , , . - - - - -.- _,. ....Immimermer _ C•I I Il (NI 1 c ''' 4 i=1.1'T I= a 720 ..0.4_.4 cf) ..... 1 ,.. BRIAN R.FLEENER ra r*-3 _ H , . I° . _ 0 0 0 0 _ 1- _i 0 0 . . a . a • ii 0 i I I • V/5/14 ati - --. II UNIT 3.2 UNIT 1.2 VIAND,OR * . ...... ..... _ _ ... _ ... OF 0 CRAWL SPACE I 1 I. • I Alri )fr CRAWL SPACE 1 -----1 = k- ! 1,''' A4.12 A4.12 II 1 _ roil . „, A4.12 r , . . . . . . .....- .... EXHAUST 1c2eiPlinlegxginiisli STORAGE STORAGE STORAGE STORAGE SiORAGE BIKE STORAGE STORAGE .. . . , • i' ...- %:' :' 1 , .• - .• . . e . •• - • . Iniffil i .1, .1 AIL i li:;.j:til:,.'..:;':7:: aimiffi, _1 IL F. . : -- . = _-_,..„-___..._i I. 1 i mom t I lin= i -7---- IMMIIIMP-MIN II--IIIMI - I •,, , < ,-• ,. . I , „„, I - 'E - 4,-"*.:',:i•,=.:',,- illnik ,,--.• -,- r..:..:::;•. :,.-:: ,:.;-:,:: ,.." . ii al 1114r.. r 1,- CORRI b OR GI ' tj ''1_, ,,....,,,,e:;.,..., CORRIDO A +8'-2"© :-..;•-•-_•,:_.-- ,•-•,-'• _, .,_,•:- +V-2"© +8'-2"@ :'::::::--;2,..:,, ',;,-(":::•- -f. SOFFIT , :,', z-,,,2,:•,:',., A8.12 '-6 'TYP SOFFIT --••• •;•:-•i:--•`-'-'"•-:-•`•:-'..','.• . ,.„ SOFFIT +8'-6"TYP. . EXHAUST --4- ELL.EMBHIMINEM 1.....-_- --: :'-:--•'-••••;-% --) - I s-i '• -• ,_.,•• . SOFFIT -, _ ,_ ., ... ,_, _A8.1_Ty2 Typp.a = EXHAUST Cill -:=-.;!-7:4.--f,-.I..4,,_---.'1 :-ff7.2,77---," ' "--11 „ ,__,_ _ .. ..,..t. , i.,_-__.7..,::_ ,.:1 _ . EXHAUST ::7.77:,-,1';:'l:::,:. ;:'.-:::.; :*. IrgEMENE -7-'7-7-1 ' 7:,' , 7,,7,--'* -_•_,- STAIR , Ilrime -- 0 EXHAUST - - •;_ ,_'H -:' ' '- • .;-,-. ,-.:: STAIR 1 u_ ,-.,-.,-•i,• =,' :,- -•-'.- , •,: b 0_ , I : 1 ca 2,=;: Ailia:-;-.'-----:,,i .--"::"---. ',.-- ,:e -';-;• ' :'-. 166,-. ,-..,-.:• : ... ,,,_. -. . . ‘ -,--.; 'TYP III _ . _ 2 07.13.17 Plan Check Responses . c . „ I IIUI : :•:, i: ' I „ , I._ co J t r ...111.11. 11111 rommer 11. 1 wil I I --_-- A A P2 .41 - UNIT 2.1 I _ UNIT 1.1 il # Date Description ID - j 4 I-- 4* zr, [ A4.11UNIT 2.1 - B 4 A4.113 UNIT 1.1 - B I MP lk A4.11 l ilk , Revisions "" 1, it N A4.12 . i • February 15,2017 ll "ir Date ,., -1- CO l',.. - - I BB,DG,NE I ____ - - _ 'a -....,, 1111 .1•11=1,11! ' '' "1111111111111110110 g MIMOTImil_ p amillemill 11.4.tilr 11.011.11. _ _ 111111 - Aim=mom I.mm ...mum - 0 1-- ____t--- 24_I : 4 Designed By .113 1.---4b..."--411,---4 - 6 41. 4, 4 a. • ill 0 • .a.a....1......I am...Jr. !7-1_,,,_ DG,NE,NM • .0 . 0 I I .1.-...... .1 0 . EIO * CU • Drawn By -6 C.) I • . KJ 0 - - . , toED - Checked By Z t 17857 (.0 ZS cv B D Project Number re B D A7 . 00 v.) • 2 • NSheet Number 53 iii 1 12 PLEX UPHILL BASEMENT CEILING PLAN 3 12 PLEX UPHILL SECOND FLOOR CEILING PLAN Copyright 2016© If this drawing is less than 24"x 36",it has -- i A7.00 SCALE: 1/8"=1'-O" • A7.00 SCALE: 1/8"= 1'-0" been reduced.Scale accordingly. cc 1 1/4"WIDE CONTINUOUS � Nip INSTALL NAIL ON FLASHING WINDOW SHIM OVER FLASHING ���, PROVIDE LAP NAIL ON FLASHING& FIBER CEMENT WRB ' �--- f CHECK FRAMING BEFORE PLACE CONTINUOUS BEAD OF ►��� FASTENERS WHERE THE RAIN SCREEN INSECT SCREEN CUT WRB AND LAP 2"INTO WINDOW FLANGE WILL FURRING 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)PRIG` ---- WV' COVER WHEN POSSIBLE ALIGN OVER BOTTOM OF FIBER CEMENT SIDING,SEE HEADER,SEE ELEVATIONS , ��++ FRAMING NOTES TO LEFT TO SETTING WINDOW ��+�' p„ . WALL STUDS RAIN SCREEN ELEVATIONS FOR TYPE STRUCTURAL FOR TYPE y �ri�! im 1/2"GAP BETWEEN SHIM STAPLE DOWN 1/8" ♦` �+��� WRBRAINSCREEN FURRING AT NAIL ON FLASHING �, SEE PLAN � ,. AND JAMB,BOTH SIDES OPEN SPACE ; r SC U CORRUGATED PLASTIC /f '���' '� VINYL WINDOW BETWEEN INSECT SCREEN W/ �- ���` �♦�� UNDER NAILING ---4-0.-..4,i :: FRAMING NOTES:CHECK BACK DAM.POSITION ,��� +�, .4 FRAME - -� FURRING 1/4"AIR SPACE MIN AT j ''� , BATTEN SIDING ONLY& FLANGE �; RAINSCREEN FURRING AT WINDOW ROUGH OPENING FOR 1/2"IN FROM INTERIOR ,�`� I �_� �- BOT OF RAIN SCREEN, I I �;;L' �1 FC PANEL OR BOARD& LEVEL,PLUMB,& " OF OPENING,UNDER � � ►�1�� WINDOW I I DO NOT SEAL I METAL FLASHING W/ '"��'s BATTEN SIDING ONLY,DO g` ��� I 4 FRAME NAILING INTERIOR DRIP EDGE SET IN SQUARENESS.ALSO,VERIFY NAIL ON FLASHING& ���/ 1��� I I EXTERIOR ��4 ipk...._ C NOT PLACE OVER OPENING WILL ENABLE III% WITH ENOUGH SPACE 0�•• �,�♦�4 FLANGE, FIN, i� I NAIL ON FLASHING ''' SEALANT,SEE 2/A8.06 . WINDOW FLANGE MANUFACTURER'S REQUIRED + FOR ► �40 �� DASHED II .. SEE * .� ,�►� INSTALLATION OF .�.� /�►�.�. F-�- METAL FLASHING W/ II EXTERIOR �..,,"�� ��► INTERIOR Otak Architects, Inc r' LAP NAIL ON FLASHING& 808 SW 3rd Ave, Suite 300 CLEARANCE AT HEAD&JAMBS •♦O.�� THE WINDOW AFTER '��'� ��4 DO NOT LAP DRIP EDGE SET IN fI I t,,: PLAN , OF WINDOWS.IF THESE � 4�e'``� �� I� '� 4 RAIN SCREEN rSEALANT,SEE 2/A8.06 INSECT SCREEN \i CLEARANCES ARE NOT ��/ -..� CORNERF INSTALLS, �� ►��� FURRING OVER I '�;'• SECURE NAIL ON W/1/4"AIR SPACE r j WRB OVER METAL FLASHING �i► " I IPortland, OR 97204 ►���`pr-rvi�► SEE 2/A8.01 / - �.� ����� WINDOW I / t . I 1 ' d4.,_„, FLASHING TO DOOR MIN AT BOT OF Øj AVAILABLE,WINDOW SHOULD NOTBEINSTALLEDANDTHE ���� �O'� PFLANGE FEN / FRAME AT HEAD RAIN SCREEN,DO2 X 4 WOOD TRIM,UNO Phone 503.287.6825 ►������ ► � P ' 1 X MDF TRIM, PAINT NOT SEALFax 503.415.2304 CONSTRUCTION «SUPERINTENDENT SHOULD BE 4. '� INTERRUPTED '� 2 X4 WOOD ! ; ! 11111-1"11111LipWlig FILL GAPS WITH EXPANDING .4� *�����If • I `r ► - -P. i RAIN SCREEN - - TRIM, UNO END DAM BEYOND, e� 1= '-; FOAM SEALANT NOTIFIED.ALSO,CONFIRM `��w� I�������.� ,►,4►♦ --re,, ►���� ,/�Q'� FURRING FOR ' I INTERLOCK W/ +1 �r� BACKER ROD / • �Q SEALANT IS COMPATIBLE WITH ►.�����I��� CHECK WINDOW BEFORE ���'I ►��� & / ;: _ SAMF AND FLEXIBLE SAMF �� - - _ e JAMB FLASHING plipringliMMEIB *�lj�♦�♦�♦�♦ M INSTALLATION PER WINDOW ,� �� � VENTILATION NLY s - - 4c. SEALANT P elm! c METAL HEAD irjk INSTALLATION ON AT ALL DOW ����+��� NOTES BELOW _. _.. -_ 100.,400 �+�� UNDER SEALANT r FLASHING W!DRIP WRAP INTERIOR LOCATIONS •�• WINDOW NOTES: 1 ��� 4 WINDOWS '/ WOOD DOOR FRAME i SET IN SEALANT WITH OPENING W/GYP BD WRB TYPICAL FILL GAP BETWEENN END DAMS SET ONTO SEALANT ALL River Terrace PROVIDE SAMF 1-PIECE 1. INSPECT WINDOW FRAME 9"-12"WIDE NAIL RAINSCREEN RAINSCREEN FURRING TO 12"WIDE NAIL ON SILL FLASHING CORNERS AT FRAMING MITER JOINTS AND ON FLASHING MUST4... 4 SEE 13/A8.01 NOT BE PLACED OVER FRAME AND FRAMING SEALANT BEDDING II AROUND WINDOW FOR ADDITIONAL W/EXPANDING FOAM JOINT, SEE 2/A8.06 OVER A CONTINUOUS BEAD OF JAMB/SILL ADHERED TO NAILING FLANGES FOR EXTEND 6"BEYOND THE WINDOW FLANGE AND ONLY SEALANT AT THE SILL AND UP NAIL ON FLASHING,TYP DAMAGE AND REPAIR AS EDGE OF THE TRIM INFORMATION AT FIBER CEMENT PANEL OR SEALANT ALL AROUND VINYL"NAIL FIN" East OVER CORRUGATED BACK DAM. NECESSARY. BOARD&BATTEN SIDING NOTE:PROVIDE WINDOW NOTE:PROVIDE UNATTACHED AT INSTALL NAIL ON FLASHING 2. NO WINDOW GAPS ARE SEE WINDOW NAILING WEATHER WRAP AS WEATHER WRAP AS LEAVEOU EDGE CH WRB CAN FASTENERS WHERE THE ALLOWED AT WALL FINS DIAGRAM BELOW FORPER 13/A8.01 PERSO13/A8.01 Condominiums BEO INSTALLED UNDERNEATH STEP 1 WINDOW FLANGE WILL OF FACTORY MULLED NAILING REQUIREMENTS INSTALL UPTURNED END COVER WHEN POSSIBLE WINDOWS. STEP 2 12 RAINSCREEN AT WINDOW (SIM OTHER OPNGS) 8 UNIT DOOR HEAD AT FIBER CEMENT 4 WINDOW HEAD AT FIBER CEMENT DAMS AT EACH END OF 3. CHECK WINDOW FOR `. „ PLACE SEALANT ON TOP OF PROPER TYPE AND SIZE ,N'► 9"-12"WIDE NAIL ON FLASHING SCALE: 1"=V-0" RAINSCREEN SCALE: 3"=V-0" SCALE: 3"=1'-0" SW RoyRogers Rd. METAL HEAD FLASHING ENTIRE WINDOW HEAD FLANGE ��+No MIN,NAIL ON FLASHING MUST A8.01 FURRING AT FC A8.01 A8.01 g 11111411k � PRIOR TO INSTALLATION OF FOR LOCATION. ♦.,,♦;���.�t` EXTEND 6"BEYOND THE EDGE PANEL OR BOARD& Tigard, OR 97223 4. AFTER THE WINDOW IS METAL FLASHING PUT INTO THE ROUGH '., , �����r� OF THE WINDOW TRIM BATTEN SIDING '�`44144111�.'�' OPENING IT SHALL BE •�♦'�� ♦�+ � � ONLY,DO NOT FILL GAP BETWEEN FRAME AND FRAMING 1 x MDF SILL,PAINTED 1" SEE INSTALL METAL HEAD P. ` ���������1�������`�°`�1►.. FIBER CEMENT SIDING, SEE PLACE OVER W/EXPANDING FOAM SEALANT -t--/- PLAN WRAP OPENING WITH NAIL FLASHING TYPE A, `�,«ti ADJUSTED TO MINIMUM ��� �,� : ::: ELEVATIONS FOR TYPE WINDOW FLANGE SECURE NAIL ON FLASHING SEE INTERIOR � ON FLASHING UNDER •\�,���� AIRSPACE BETWEEN TH \-,.�r,� `�.�♦�►,,�. � PLAN 1 X MDF TRIM,PAINT JAMB STUDS, SEE HEAD FLASHING \--.. ,, &WRB TO DOOR FRAME SEE WINDOW NAIL FLN �•--.:1 WINDOW AND THE JAMBS ^��,1__`����� � 1 DETAIL 2/A8.06 / \ AND HEAD. \���*�� 1Li j AT HEAD&JAMBS STRUCTURAL +�;, ,__;. 5. INSTALL WINDOW UNIT / \\�'�'`� '� / SEE NAIL ON FLASHING 4 PER MANUFACTURER'S ,� // PLAN INSTRUCTIONS WITH METAL FLASHING W/DRIP v . = SEALANT ALL I ; MANUFACTURERS _; HEADER,SEE EDGE SET IN SEALANT `" . �``1 , .. AROUND RECOMMENDED TYPE A,SEE 2/A8,06 ,-- I, / �I STRUCTURAL ` WINDOW 1- a MATERIALS AND a II �i'' I FASTENERS. CLEAN ' '� SHIM AS 1#1.,:f il'og w•,,�4 LAP NAIL ON REQUIRED ' P(�� �n WINDOW SEALANT OFF 2 X 6 WOOD TRIM,UNO I , -- - ,✓ (('''�hiliiiiial444Noololio BUILDING SUBSTRATE, " 1 �� „��� "+�,.' FLASHING&WRB BY MFR,FtLLYJWRB AND WINDOW FIN. INSECT SCREEN AND 1/4 �l�.I OVERMETAL , GAPS WITH 11111111411 0,0 IR SPACE MIN AT BOT OFI FSHINGD� iEXPANDING - : NUI �hWeSt UNTIL WINDOW SEALANT \► _HAS CURED RAW SCREEN FURRING TO I INTERIOR`.. .t-; FOAM _ , WRB \ \ SEALANT - _ ► 703 BroadwayStreet, .... .. . .. . .... .. ........ . ... . ... . .. . ..... . . . . ..::::::.::.:::::.::::.:.:.::::::::::::::::2:// DO NOT SECURE WINDOW STOP SHORT OF NAIL FIN �THROUGHNAILFINAT . I _.� VINYL"NAIL Suite510 HEAD OF WINDOW END DAM BEYOND, INTERLOCK ��; � .__ `a FIN"WINDOW FIBER CEMENT SIDING, Vancouver, WA 98660 UNLESS APPROVED BY W/JAMB FLASHING CEMENT SIDING,SEE BACKER ROD&SEALANT SEE SIDING FOR TYPE WINDOW METAL HEAD FLASHING TYPE A JI��'� +,190-11111W' ELEVATIONS FOR TYPE RAINSCREEN FURRING AT MANUFACTURER. W/DRIP SET IN SEALANT WITH g.I I I, I WRAP INTERIOR WRB OVER WINDOW FC PANEL OR BOARD& OPENING W/GYP BD RAINSCREEN FURRING AT NAIL FIN WITH EDGES END DAMS SET ONTO SEALANT I I, ) FC PANEL OR BOARD& BATTEN SIDING ONLY,DO BEDDING JOINT,SEE 2/A8.06 I_______14 SEALANT AT HEAD AND JAMBS BATTEN SIDING ONLY EXTERIOR TURNED UP AT WINDOW NOT PLACE OVER WINDOW USE HOT DIPPED.OR STAINLESS VINYL SLIDING GLASS DOOR w `IJ liwti FILL GAPS WITH EXPANDING SEALANT 2 X 4 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 PEROR STAINLESS STEEL 2 X4 WOOD TRIM, UNO NOTE:PROVIDE STEP 3 MANUFACTURER'S SPECIFICATIONS STEP 4 EXTERIOR WEATHER WRAP AS FASTENERS BACKER ROD&SEALANT VINYL"NAIL FIN"SLIDING DOOR NOTE: PROVIDE PER 13/A8.01 AND SEE NOTE:PROVIDE .N„ INSTALL METAL FLASHING WEATHER WRAP AS PER WOOD DOOR FRAME 17/A8.05 FOR ADDED WEATHER WRAP AS PER Wit,�� TYPE A,BACK-SEALED(SEE 13/A8.01 DOOR INFORMATION 13/A8.01 �����ii ,� . DETAIL 2/A8.06) -,�� EXTEND WRB OVER 4�**.-. \o� ,'� , ,��` ��\ ..,,,``\ FLASHING AND WRB 11 SLIDING DOOR HEAD AT FIBER CEMENT 7 UNIT DOOR JAMB AT FIBER CEMENT 3 WINDOW JAMB AT FIBER CEMENT `" � ��� ����04\ `��^�� SCALE: 3"= 1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" \' '�� A8.01 A8.01 A8.01 ,� �\ ��� �•� ® � � � JAMB STUDS,SEE STRUCTURAL �� `� �:!!ii44 °\ \�!�Hi\\ 1 SEE RAIN SCREEN FURRING- i / DO NOT PLACE OVER DOOR WEATHERSTRIPPING 1 x MDF TRIM,PAINTED NAIL ON FLASHING OVER / \\' P \\. ,� ��'����i' PLAN FLANGE BETWEEN JAMB AND METAL DOOR,SEE SEALANT ALL 1/8"CORRUGATED p �0 / WRAP OPENING WITH NAIL DOOR ALL AROUND,TYP lad SCHEDULE AROUND WINDOW �\ PLASTIC BACK DAM ®1 �® / WINDOWSHIMAS�� METAL / ~'- ON FLASHING UNDERAPPLY CONT SEALANT ��1 �� ,. PER MFR FLASHING ���, WINDOW NAIL FIN AT THE FRONT&BACK �.� FLASHING `� FILL GAPS WITH EXPANDING OF THE UNDERSIDE OF PROVIDE SAMF CORNERS !l M ► I:' FOAM SEALANT ALL AROUND SILL PAN&AT THE BACKATWINDOWJAMBS OVER !!< // 1 OF THE SILL PAN FLANGE WEATHERSTRIPPING NAIL ON FLASHINGkik/ fi SEALANT AT HEAD AND JAMBS SILL PAN FLASHING SET INBETWEEN BOTTOM OF VINYL"NAIL FIN"WINDOW -NN 51\o �� / \ ®)f SEALANT,SEE 17/A8.05 FORDOOR AND THRESHOLD BACKER ROD&SEALANT �G..� SHIM AS REQUIRED BY MFR,a°Do � � ' �� j� ----•� FILL GAPS WITH EXPANDINGADDITIONAL INFORMATIONDOOR THRESHOLD SLOPED 2 X 4 WOOD TRIM, UNO �� ` ►� , � 7" WRAP OPENING W/NAILAPPLY CONT BEAD OF `10 �,4gr u FOAM SEALANT NAIL ON FLASHING UNDER ��,(( ` 'a, • 1WV a _,__ ON FLASHING,LAP OVERSEALANT BTWN BACK OF WINDOW NAIL FLANGE,FIN, �� ' '��� • M INSTALL WOOD TRIM AROUND" i ! � f WRB,CONTINUOUS DOOR SILL AND SILL PAN AND INTO WINDOW OPENING T- ,,F WINDOW FRAME WITH 3/8"-1/2 a o "TO �.. BEHIND DECK LEDGER __ ` ; �� ,fir: :. ::. - �' VINYL"NAIL FIN"SLIDING DOOR 2 X DECKING,TYP N ;._„ L. /M. 41 ON SILL AND OVER " � ili GAP BETWEEN TRIM AND FRAME. �� �� �� + +� CORRUGATED PLASTIC .,�� If BRIAN R.FLEENER I p DO NOT NAIL THROUGH WINDOW ® � ► VINYL SLIDING GLASS DOOR fid ' 1 3/4 ., v �j ► ^y j;� NAIL FLANGE SET IN SEALANT �44 I i _ ,° : •; RAIN SCREEN /�IQZ/ ,+j a o FLANGE. SEE ELEVATIONS FOR �, I►� _,__ ;..° FURRING,AT FC PANEL I i SEE a TRIM SIZE.USE DYNAMIC CAULK NI ® FIBER CEMENT %•r••�l/• �- BACKER ROD AND SEALANT ____.._.-----• _.m. ---.--------..___ OR BOARD&BATTEN II / I PLAN PORLANi�,OR JOINT AND BACKER-ROD WHERE '� WRB OVER WINDOW NAIL FIN W/ --- -- _ SIDING,SEESIDING ONLY,TO STOP I APPLICABLE. APPLY WRB WEATHERBOARD ELEVATIONS N1/2" EDGES TURNED UP AT WINDOW BUILDING FELT � SHORT OF NAIL FIN I ' U USE ONLY HOT DIPPED OR FASHION STARTING FROM SLIP WRB UP UNDER NAIL FOR TYPE 2 X 6 WOOD TRIM, UNO UNDERLAYMENT CENTERED i; i F 0 SEALANT STAINLESS STEEL FASTENERS THE BOTTOM ON FLASHING SEALANT OVER TOP OF EXPOSED I WEATHER RESISTIVE RAINSCREEN FURRING AT FC 1 JOISTS,TYP 3"WIDE STEP 5 NAIL HEAD - - STEP 6 PANEL OR BOARD&BATTEN 20 GA METAL FLASHING W/ v BARRIER UNDER NAIL SIDING ONLY,DO NOT PLACE ON FLASHINGExterior Details OVER WINDOW FLANGE,NAIL FIN DRIP EDGE,NOTCH I V4Ill FLASHING AROUND JOISTS FIBER CEMENT (I f `\ AS REQ'D-SET IN MASTIC, SIDING "PINCHED"HEADER NAILING* RAINSCREEN NOTES: NOTE:PROVIDE LAP UNDER SILL PAN SEE 7/A8.01 FOR JAMB, RAIN SCREEN NAIL WEATHER WRAP AS PER PT LEDGER,SEE STRUCT 8/A8,01 FOR HEAD& NOTE:PROVIDE SHANK %11LOCATE NAILS ALONG WINDOW HEADER SUCH 1. APPLY RAINSCREEN, 13/A8.01 FURRING THAT THE SHANK DOES NOT PENETRATE THE ON EXTERIOR ONLY WRB, LAP UNDER NAIL 17/A8.05 FOR SILL DETAIL WEATHER WRAP AS PER NO NAILS SHALL BE FLANGE BUT CLOSE ENOUGH FOR THE HEAD AFTER STEPS 1 -6 ON FLASHING DOOR INFORMATION 13/A8.01 INSTALLED DIRECTLY INTO TO OVERLAP THE FLANGE AND"PINCH"THE ABOVE ARE m NO NAILS WITHIN THE THE TOP OF WINDOW SILL IN PLACE. COMPLETE 10 SLIDING DOOR JAMB AT FIBER CEMENT 6 UNIT DOOR THRESHOLD AT DECK 2 WINDOW SILL AT FIBER CEMENT , FIRST 3 OF THE FLANGE UNLESS REQUIRED i 2. SEE 12/A8.01 FOR ') WINDOW FRAME TYP BY THE MANUFACTURER l *USE IF NEEDED TO HOLD FLANGE TIGHT TO RAINSCREEN FURRING A8.01 SCALE: 3"=1'-0" A$.01 SCALE: 3"=1'-0" A8.01 SCALE: 3"=1'-0" I . -__ ,, WALL DETAIL 0 u- Woto � • \ VINYL"NAIL FIN" ` . METAL FLASHING W/ SLIDING GLASS 1 x MDF TRIM, Lu l. A a � a '` }/ / DRIP EDGE,NOTCH DOOR SEALANT ALL P PAINTED o 3" X44,,- 3" DETAIL. NOTES AROUND WINDOW � �,,. ; l / / FLASHING AROUND SILL PAN FLASHING co LOCATE FIRST 8" ,__- _ / 8" ALL DETAILS IN THIS DRAWING SET ARE INTENDED TO MEET OR EXCEED ALL JOISTS AS REQ D- EXTERIOR UNIT SHIM WINDOW AS c SET IN MASTIC,LAP SET IN SEALANT REQUIRED BY MFR 10 NAIL BETWEEN 3" MANUFACTURER RECOMMENDED INSTALLATION INSTRUCTIONS,ANY LETTERS �i / OF APPROVAL PROVIDED BY A MANUFACTURER TO THE CONTRACTOR,LOCAL UNDER SILL PAN APPLY CONTINUOUS WEATHERSTRIPPING VINYL"NAIL FIN" '5 AND 8"SLOTS / CO CODES,STANDARDS SET BY SPECIFIC ASSOCIATION,BEST PRACTICES SET BY BEAD OF SEALANT BETWEEN JAMB AND DOOR, WINDOW 11',' 4 03.21.18 Owner Revisions NAIL 10"OC IN PROVIDED THE INDUSTRY OR ANY OTHER GROUP OR ORGANIZATION AS ACKNOWLEDGED BETWEEN THE DOOR ALL AROUND,TYP BACKER ROD&SEALANT Ibfi 1 R SLOTS FOR REMAINDER BY THE INDUSTRY. , II�) SILL AND THE BACK OF METAL FLASHING TYPE C, _ 2 04.27.17 Plan Check Responses Las OF THE FLANGE OR PER / 2X SPACED DECKING, y THE SILL PAN SEE FLASHING DETAIL # Date Description STRUCTURAL _ t I p MANUFACTURER'S ALL MANUFACTURER RECOMMENDATIONS SHOULD BE FOLLOWED WHEN I!�I I "" I FURRING FOR SLIDING METAL DOOR,SEE SCHEDULE 2/A8.06) x=111 l Revisions a� INSTALLING SPECIFIC MATERIALS. WRAP OPENING W/ �■ ��� 1 SLOPE �+- }����!"'" M; - „�� > REQUIREMENTS ""4 NAIL ON FLASHING IL ( - DOOR ,�---"G. .;,,� c1v bc +�I "`"�" "" �`� WEATHERSTRIPPING PRIMED AND �� February LOCATE FIRST NAIL UNDER SILL PAN2,c-11 i� -- �� li;;,,, 15,2017 a BETWEEN 3"AND IF A SUBCONTRACTOR OR INSTALLER FINDS A SITUATION WHERE THESE FLASHING&CONT N Zr �: BETWEEN BOTTOM OF PAINTED SLOPED �! -.,/' 10w_didi Date 8"SLOTS DETAILS CONFLICT OR FALL BELOWANY STANDARDS SET FORTH BY THE BEHIND LEDGER '�**'""""" DOOR AND THRESHOLD WOOD CAP �r ORGANIZATIONS MENTIONED ABOVE,IT WILL BE THE RESPONSIBILITY OF THE �_ T I I� � NAIL ON FLASHING / 41M1`5 BB,DG,NE - SUBCONTRACTOR TO SEEK APPROPRIATE AND WRITTEN CLARIFICATION FROM 1 I ALUMINUM THRESHOLD SET o NO NAILS WITHIN THE THE CONTRACTOR BEFORE PROCEEDING,DO NOT MAKE CHANGES TO DETAILS .t���...�.�.■..�.....i .�- UNDER WINDOW /'� � ";'. SEE ��. '`f""1.-.. _ ___ IN FULL BED OF SEALANT NAIL FLANGE FIN I/, PLAN Designed By FIRST 3"OF THE =. UNLESS APPROVED BY ARCHITECT. , ' WINDOW FRAME TYP Or' it JJ� ON A PAN PER 17&18/A8.05 AND INTO WINDOWf 't'.".'". I \ f DG,NE,NM co CONCRETE SLAB,SEE OPENING ON SILL /0,, I THE WEATHER RESISTIVE BARRIER FOR THE ENTIRE PROJECT SHALL INCLUDE FELT UNDERLAYMENT i APPLY CONTINUOUS STRUCT AND OVER 1/8" SEE 19/A8.07 Drawn By o 8" / 8" AN INTEGRATED DRAINAGE CHANNELING SYSTEM DESIGNED NOT TO CRIMP, CENTERED OVER TOP O' 1 SEALANT AT THE CORRUGATED FOR MORE / COLLAPSE,OR FATTEN ENSURING WATER WILL DRAIN OUT FROM BEHIND THE I FRONT AND BACK OF " /o „ „ EXPOSED JOISTS,TYP e-i -. • PLASTIC BACK DAM T ./ • INFORMATION AT KJ N 3 3 EXTERIOR CLADDING NO MATTER HOW TIGHTLY IT IS NAIUFASTENED TO THE3" . ' THE UNDERSIDE OF SLOPE �:-�,-- -��--'�� CT)Z % /// a / r WIDE,TYP I + } MIN. I I . SLOPE WOOD Checked I - ► � EXTERIOR WALL SURFACE.WRB SHALL ALSO BE SEALED AT JOINTS AND TO TYPE A METAL I THE SILL PAN AND AT WEATHERI f By , ABSOLUTELY NO ,',,,,,. w v. �e�`// - FLASHINGS WITH MANFACTURER'S APPROVED SEALING TAPE OR ADHESIVE TOi THE BACK OF THE RESISTIVE BARRIER I% I TERMINATION AT co NAILS IN THE FLASHING W/DRIP I a TOP OF THIN 17857 PROVIDE AN WATERTIGHT AND AIR TIGHT WALL ASSEMBLY. SILL PAN FLANGE o SAME / / EDGE,SEE 21A8.06 I I _ a _I f BRICK/STONE CORNER FLANGE!! „ " I ,� METAL Z FLASHING Project Number N 3" PATTERN 3 PT LEDGER,SEE 1 `� ON BOTTOM x i *ALL COMPONENTS,SEALANTS, FASTENERS,OR MATERIALS SHALL BE NOTE:PROVIDE (TYPE A) A I VENEER 1 ALL d 8" 8" APPROVED FOR SPECIFIC USE OR APPLICATION DESCRIBED BY THE DESIGN, STRUCT DETAILS OF WINDOW ` WEATHER WRAP AS PER THIN BRICK/STONE ' REVISED USE ONLY HOT DIPPED OR AND SHALL BE COMPATIBLE WITH ALL MATERIALS WITH WHICH EACH WRB,LAP UNDER NAIL 13/A8.01 I ö STAINLESS STEEL FASTENERS ON FLASHING I ' VENEER NOTE:PROVIDE Co COMPONENT COMES IN CONTACT WITH. SEE 7/A8.01 FOR JAMB& WEATHER WRAP AS PER 8 , 01 - m 8/A8.01 FOR HEAD DETAILS . 13/A8.01 Sheet Number 6 13 WINDOW INSTALLATION/WEATHER 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 SCALE SCALE: 3"=I'-0" SCALE: 3"= 1'-0" SCALE: 3"=1'-0" If this drawing is less than 24"x 36",it has A8.01 A8.01 A8.01 A8.01 been reduced.Scale accordingly. A _',,:-„,- INSULATION WOOD SHEATHING , ' !,4;•,,,:;,,?,,.:L:,-*,„:,-:.41 ::-9:1&;• 4::1 JAMB STUDS,SEE INTERIOR TYP.EXTERIOR . II/ LAP NAIL ON FLASHING& HEADER, STRUCTURAL WALL WALL WRB OVER METAL FLASHING ' WEATHER RESISTIVE t STRUCTURAL FRAMING,SEE STRUCT D) '- 4. 4 LAP WEATHER • SEE : : BARRIER °, / FIBER CEMENT SIDING,SEE RESISTIVE BARRIER PLAN 7.--. V '' - 7 -------------___ ___,IY ,„ ELEVATIONS FOR TYPE iir - /-1:" WRAP INTO DOOR RO I FIBER CEMENT SIDING, _______--- II A - RAINSCREEN FURRING AT ,:' - WRB SEE ELEVATIONS FOR TYPE ' --1 y\ , 1 FC PANEL OR BOARD& 1i 411. ••:, ...,,,,„,,,,,. . , .. 4, 11 'Att.iik,Ogilt FIBER BATTEN SIDING ONLY I 1 1.11& ''" - . .-• • -. •,,,-,-- ; ::- •, - ., -•;._ • SEALANT ALL •,•• CEMENT , / RAINSCREEN FURRING W/ _,,, --. . /', ,,. _ , wINHSEECRTE atEcNALI3k-Lr BOTTOM .":„.„-- 1/ ----''''''''"---. /- WRB • ;1 , • _ ,- INTERIOR - ; AROUND WINDOW --\.......,_.....,,,,„„.,,mi- ''A -i-• .s. -: SIDING,SEE E,XTERIOR /('I 1 - • ELEVATIONS ' -44 tf,',,j- il c/ . - ----- ,. FOR'TYPE -<> ___.-2 METAL FLASHING W/DRIP END DAM BEYOND INTERLOCK W/JAMB I I 11 , ‘` 011°-°' •-•- SHIM AS ,Ail Otak Architects, Inc 808 SW 3rd Ave, Suite 300 11 // /,',' /// // /// // /,'!/ // /7./1 // /7 .-27// /// • ",--- EDGE SET IN SEALANT, SEE 6, 10&14/A8.06 NAIL ON FLASHING, I/ .,----- / .i.::: ,_ ; , , ,,, FLASHING ; I INSECT SCREEN W/1/4"AIR''''' ,./._ ,K;' I -• F SEE PLAN REQUIRED BY MFR,FILL GAPS WITH Portland, OR 97204 li, k _... . / , Aprifffir SEE 6, 10&14/A8.06 ------- 1/ .„ ,_,,, SPACE MIN AT BOT OF RAIN - 1 ;VA/ . , -.-.. EXPANDING FOAM SEALANT ---- 1111.11.11111111-"Ill iiiiiTWA=1-72-; . ,..-...ox. is Phone 503.287.6825 ..._.......=„._._.=== .. ....17===ij Atidd AO WOOD TRIM 2 X 4 NOTCHED AT BOT ---' I/ -z--- / . '• METAL FLASHING W/ •; 11 1. , -• Fax 503.415.2304 - I ---- 1 .. DRIP EDGE SET IN ,, • , . - . . „Ala* SEALANT ,•j; •,, SEALANT,SEE 2/A8.06 I '', , - VINYL"NAIL FIN" lir.•4 .0.4.1 WRAP OPENING WITH NAIL RAINSCREEN FURRING AT MORTAR SETTING BED SOLID BLOCKING AT JOINTS ---/ 1"% -/ ,/- SEALANT i f WINDOWS,TYP BACKER ROD&SEALANT ON FLASHING UNDER WINDOW NAIL FINS ‘.\ FC PANEL OR BOARD& ------ 1/ '-'. ,_• RAINSCREEN FURRIN BATTEN SIDING ONLY li 1/2" MORTAR JOINT VERTICAL TERMINATION WOOD TRIM 5/4 X 8 „, / ..--' ,, HOLLOW METAL ...." WRB OVER WINDOW THIN BRICK/STONE VENEER W/GROUT 5/4 TRIM BOARD OR /-_, DOOR AND FRAME NAIL FINS WITH AT FC PANEL OR BOARD METAL J-TRIM,INTERLOCK W/ A 7, /, ,, . &BATTEN SIDING ONLY, ,-•:; EDGES TURNED UP END DAMS OF HEAD EXTERIOR OVER SCRATCH COAT,LATH,DRAIN WINDOW TRIM/JAMB 1;' Ami N River Terrace RAINSCREEN FURRING AT -••:• NOT OVER NAIL FINS FLASHING AND WEATHER LAP BOARD(2)LAYERS BUILDING PAPER AND •:,, AT WINDOW FC PANEL OR BOARD& .idIr/Miff)16,.. WRB,SEE STONE ON WAINSCOT DETAIL SEALANT OVER 3/4" . . 2 X WOOD TRIM - " END DAMS OF SILL PAN NOTE:PROVIDE 19/A8.07 FOR ADDITIONAL INFORMATION BACKER ROD(S), BATTEN SIDING ONLY NOTE:PROVIDE FLASHING WEATHER WRAP AS PER COMPLETELY FILL VOID TO SEALANT WEATHER WRAP AS• East BACKER ROD&SEALANT 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 13/A8.01 ' 19 DOOR JAMB AT FIBER CEMENT 16 THIN BR1CK/STONE VENEER VERT TERMINATION 12 BELLYBAND DETAIL AT FIBER CEMENT SIDING 8 DOOR HEAD AT FIBER CEMENT 4 WINDOW MULLION (VERTICAL) Condominiums A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"= 1.-o. A8.02 SCAkE: 3"=V-0" SW Roy Rogers Rd. /2\ Tigard, OR 97223 LAP NAIL ON FLASHING& HEADER,SEE RAINSCREEN FURRING AT THIN BRICK/STONE VENEER WRB OVER METAL FLASHING STRUCTURAL THIN BRICK/STONE VENEER SEEFC PANEL OR BOARD& INSTALLATION SEE 9/A8.07 INTERIOR PLAN &WOOD TERMINATION FIBER CEMENT SIDING,SEE SECURE NAIL ON BATTEN SIDING ONLY ' i DETAIL SEE 16/A8.02 ELEVATIONS FOR TYPE ' FLASHING TO DOOR FIBER CEMENT SIDING,SEE ,_, TYPE X GYPSUM BOARD SHEATHING AT 1-HR RATED RAINSCREEN FURRING AT FRAME AT HEAD ELEVATIONS FOR TYPE , FC PANEL OR BOARD& .4, METAL FLASHING VVI IN AIR ' I 11 i Ii L,-. :- :- DRIP EDGE SET IN SEALANT,SEE 2/A8.06 INSECT SCREEN W/1/4"AIR ' /11' •!: ,;• •,- WRB,LAP VENT FLASHING 4 Itil) , r .,. ,,‘ ,... FLOOR/CEILING/ROOF,OMIT GYP AT NON-RATED LOCATIONS BATTENsEcTsScl DRIENEGNOwNiL • iY/4“ WRB II' ' 11 SPACE MIN AT BOT OF RAIN -11 SCREEN,DO NOT SEAL . ;; II 11 -war :'4,_, - ,_ ,, .,., - SPACE MIN AT BOT OF RAIN ‘-' • SCREEN,DO NOT SEAL „._ ,.., ,.: INTERIOR , EXTERIOR WRB LAP METAL :;_l• • 0 !A.j V I V,: RAINSCREEN FURRING AT FC / It , 2 X 4 WOOD TRIM,UNO - FLASHING 6"MIN,SEAL AT '• / k . ,•_, PANEL OR BOARD&BATTEN / I . '411114.....•166._ ,.....416..4 METAL FLASHING W/ . . 1.x IfF/rf / .,,. PLAN BASE PER WRB MFR ...,°' „,••• ' Polygon , . . SIDING ONLY / / \ , , ,. IMISSIM'- ' DRIP EDGE SET IN 11111 SECURE NAIL ON THROUGH WALL AC PORT / i ,„ _ _ _., ,-;,,‘ FLASHING TO DOOR SEALANT,SEE 2/A8.06 UK Northwest •, ,•. _ . ,•_ ,_. W/BACKDRAFT DAMPER ‘1,- r :, . -no '-'--,--;,;,-,. ,,,.. NAIL ON FLASHING -T. •„, FRAME AT HEAD&JAMBS .0:ot , .- SELF-ADHERED MEMBRANE N :. s., iii ,i 111111111k INTERIOR ,..,•••• .--..-, -, "-, ; • ,,,.- . , _ ..., ,....gio.„„._ 1 il ' FILL GAP BETVVEEN 1111r- '1 .,, 703 Broadway Street, FLASHING COLLAR 1 .1.• .,_ FRAME AND FRAMING `I.-- •11Pw- 1 i I .. • . •,- •• ;, _ , •,-, ,_. ..„ W/EXPANDING FOAM ro, .: i 1 1 , ::... 2 X CORNER WOOD TRIM 1 I , SEALANT ALL AROUND .40&,--1. ;i -w.li •I %-:,----. 4,,,,,- , Suite 510 PREFINISHED SHEET '•:', SEALANT OVER 3/4"BACKER ROD , ,,,, FIBER CEMENT / 1 , METAL VENT COVER --\ / 1111111 '2-:' ,Tvlg,rc....""94ffe 1 .••••••ixi 7, • (S)COMPLETELY FILL VOID'TO :',:. MIN 75%W/BACKER RODS J-TRIM W/HEMMED EDGE AT CORNER • •: • ,;-,.; , „ ,, SOFFIT PANEL 1 X 2 WOOD TRIM / / k- I ,.„, :. ,,,, „, 1x MDF TRIM, PAINT SECURE NAIL ON FLASHING TO DOOR -dosio;%.,001 r ---"------------ RIPPED 2 X WOOD DOOR FRAME / RAIN SCREEN FURRING i _,, FRAME AT HEAD&JAMBS / . / AT FC PANEL OR BOARD&EXTERIOR ‘0111. ; RAINSCREEN FURRING AT i . -. „., SEALANT "1./ NOTE PROVIDE HEADER,SEE STRUCT / BATTEN SIDING ONLY,TYP ' SEE FC PANEL OR BOARD& P :- WOOD DOOR FRAME WEATHER WRAP AS / LAP WEATHER RESISTIVE BARRIER PLAN BATTEN SIDING ONLY PER 13/A8.01 AND SEE OVERHEAD GARAGE / 12"OVER ANOTHER LAYER OF 12" -- ., 17/A8.05 FOR ADDED / / WIDE WRB CENTERED ON CORNER ,:,. FIBER CEMENT DOOR PER MFR NOTE:PROVIDE DOOR INFORMATION-,- SIDING,SEE WEATHER WRAP AS PER • FIBER CEMENT SIDING - I .- N / ELEVATION FOR TYPE 13/A8.01 / / / 15 THIN BRICK/STONE AT FC (INSIDE CORNER) ii FIBER CEMENT SOFFIT INSIDE CORNER 7 ENTRANCE DOOR HEAD AT FIBER CEMENT 3 GARAGE DOOR OVERHEAD AT FIBER CEMENT / kt. A8.02 SCALE: 3"=1,-0" A8.02 SCALE: 3"=1.-o. A8.02 SCALE: 3"=V-0" A8.02 SCALE: 3"=V-0" / / •tt- / • / ';,- N OVERHEAD GARAGE DOOR RIPPED 2 X WOOD DOOR / .... , i PER MFR FRAME ;:- SEE / 0 FILL GAP BETWEEN FRAME INTERIOR RLL GAP BETWEEN FRAME PLAN INTERIOR 1 -,.. „ ,.., AND FRAMING W/EXPANDING AND FRAMING W/EXPANDING / • 2 I I _____, N - • FOAM SEALANT / . SEE PLAN '• I • _ , // s:. SEE 1 X TRIM,PAINT FOAM SEALANT / • _ A,' -. WOOD DOOR FRAME PLAN THIN BRICK/STONE VENEER REMOVABLE / •THIN BRICK INSTALLATION - $ , THIN BRICK/STONE VENEER INSTALLATION SEE 9/A8.07 '- ACCESS COVER - / SEE 9/A8.07 . I . _..440, : • /7 ,. INSTALLATION SEE 9/A8.07 cv 1I _ mulp _ . • .„ , . • ::- LiRAIN SCREEN FURRING AT / MORTAR SETTING • 0 FC PANEL OR BOARD& , /' :,:, - •- RIGID INSULATION BED 4t 1 „, OS (TO BE REMOVED . i BATTEN SIDING ONLY,TYP ----- : , 2„,, co MORTAR JOINT ,,/. $ /..„ • ' S. DURING USE) -1 ,51„;.17::_s,._.-444,„tot-MAT- • ,. WOOD SHEATHING ' • ta ' .1 lr.- ,:,: ADDITIONAL LAYER 12" \\.,c/. i ::1':, 4/ <> ' 4------- ., ,,,,,,, • v. 0 A ••, 0 ori*:,001t 1 WIDE WRB,CENTER 'J. . ..._ /-' 3720 of" WOOD SHEATHING ON CORNER OR JOINT -..011/11111111111111■1.- - •-, • -- -I co BACKER ROD AND SEALANT .;„ lea .----" BRIAN R.FLEENER ..4- • . •.: 0 EXPANDING FOAM SEALANT a 0_ ADDITIONAL LAYER 12" A' I WEATHER RESISTIVE i 1/0 ZA i, • *6 HEAD,JAMB&SILL r :- ----------- -- . - it/ -AL 0014° _111116.„ • a 0 II Co WIDE WRB,CENTER 0 444)..PORTLAND,0,404R * BLOCKING AS REQUIRED 0 ii o.. sc,-- SEALANT ALL AROUND 0 11 0 SEE ELEVATIONS FOR .410' 1=1.1111M1.111.1170 6 = -' .-- SECURE NAIL ON FLASHING ,-... to OF CIV - WEATHER RESISTIVE 1 I A - 0 THIN BRICK/STONE . &WRB TO DOOR FRAME AT . . . RAINSCREEN FURRING AT FC $ Ill -" • t-, BARRIER 0 _ IL-. - RAINSCREEN * r/ PANEL OR BOARD&BATTEN $ 1.11 ... FURRING WHERE METAL L-FLASHING 3/8"GAP 7'0 SIDING ONLY . 0 1,11i '.;FINISH FLOORI . r APPLICABLE -,-- - 1 ,/ /i>-2/ _Z/ /_../z// // /7/ /// wM E0T0ADL RI_-R AF L Am SE,HTI NHG,N3B/8R"Irk rs TT 00 N E 2 X4 WOOD TRIM,UNO EXTERIOR , WOOD FRAME,THIN BR1CK/STONE Exterior Details EXTERIOR VENEER GROUTED TIGHT TO SECURE NAIL ON FLASHING& 40, AA: A , ALUMINUivl / ‘-1•,:'i VENEER GROUTED TIGHT TO FLASHING,SEE 16/A8.02 FOR NOTE:PROVIDE FLASHING,SEE 16/A8.02 FOR WRB TO DOOR FRAME AT ADDITIONAL INFORMATION HEAD&JAMBS SIDING CORNER • ADDITIONAL INFORMATIONWEATHER WRAP AS PER VENEER SEE DETAIL 9/A8.07 FOR SEALANT OVER 3/4"BACKER / 13/A8.01 AND SEE SEALANT17/A8.05 FOR ADDED ROD(S)COMPLETELY FILL VOID NT OVER 3/4"BACKER NOTE:PROVIDE • ADDED INSTALLATION ROD(S)COMPLETELY FILL VOIDWEATHER WRAP AS PER • . INFORMATION TO MIN 75%W/BACKER RODS •. •E • TO MIN 75%W/BACKER RODS DOOR INFORMATION 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 BR1CK/STONE 2 GARAGE DOOR JAMB AT THIN BRICK/STONE --, - A8.02 SCALE: 3"=V-0" A8.02 SCALE: 3"=V-0" A8.02 SCALE: 3"= 1.-o" A8.02 SCALE: 3"=1.-o" A8.02 SCALE: 3"=1'-0" I _ 0 u_ CONTINUE WRB 6"MIN PAST FIBER CEMENT SIDING, NOTE:SEE 18/A8.05 FOR FILL GAP BETWEEN FRAME s:/- OVERHEAD GARAGE - ut i TOP OF FLOOR SHEATHING • SEE ADDITIONAL INFORMATION AND FRAMING W/ DOOR PER MFR ••... 0 SEE ELEVATION FOR TYPE • NV , , ., -„. PLAN ON DOOR SILL PAN EXPANDING FOAM SEALANT 0 LAP WRB OVER SAMF OVER 1 iii ,,,. .:. LAP WEATHER RESISTIVE & PLA ' METAL FLASHING,4"MIN 0 11 , :; , BARRIER 12"OVER EXTERIOR 0 S3 INTERIOR RIPPED 2 X WOOD DOOR FRAME INTERIOR cci) RAIN SCREEN SYSTEM ,,:, i ;-: -1 ::, ANOTHER LAYER OF 12" WIDE WRB CENTERED ON DOOR FRAME BEYOND u_m NAIL ON FLASHING *5 WI INSECT SCREEN AT kik'- ?, ,,, . END DAM OF SILL PAN,ANCHOR /\/'-' WRB co FC PANEL OR BOARD& kiii I '41r :•;, • ,,• , • CORNER • 4 0321.18 Owner Revisions i ;.,, • AND SEAL TO JAMB ROUGH BATTEN SIDING ONLY II ! . . -,,A :-- •-'--'•:,•'--'f-:-• =•:••,;4 ': ,‘ ' : •.-:, ‘':''' : '‘:"‘':''.2 '7,,.';-':-' , OPENING 2 04.27.17 Plan Check Responses , , E 2X OPEN SPACED ct 0 I,' I , :- DOOR PER DOOR SCHEDULE 1116011WENZIEEMENSM110- # Date Description it DECKING,SEE Li_at 0 , 2 c's.1 11 1 I (0 ,•• Iill DOOR THRESHOLD SET ''' ..,,,,N.... I . dirlOp."11111111 Revisions ,.. STRUCT ct. „. IN FULL BED OF SEALANT 'it I ;.,, „. February 15,2017 1 Date ‘i liftm, A 1 4 Designed By o 1 I CONCRETE 4 • . ' . 4 4'. 74'th BUILDING FELT ,.„ Amarmomir a i•..swi r onmummome nonsorArAmmormir SIDEWALK OR . . a a UNDERLAYMENT OVER •, . .. .o ,,, ' 1 `---Ar ...] ASPHALT PAVING . ' • . <> '7 DG,NE,NM to TOP OF EXPOSED i . LOW-1k .< -' I -11101lioll ,/ .1 „amilir . • • . - • < Drawn By JOISTS 3"WIDE,TYP „,, a . • < 1><_/: 7 /-74•00 ' : IA till . . - Ai . 4 4• . ' • KJ TYPE B METAL • o , ,. ' 4-- FIBER CEMENT SIDING --/i 7----7- ., - 0 FLASHING W/DRIP / SEALANT . -- .. •iii • JOINT RAINSCREEN FURRI'NG ' ' ' Checked By EDGE,SEE 2/A8.06 , I ) t „ . : : • : , . • . . • , i X 2 WOOD TRIM t t ,';:' ' ' i . ; I ! I ! ! 1 I • AT FC PANEL OR BOARD co PT LEDGER,SEE _,,,,,,----- /11 / EXPANSION JOINT ' < 17857 ' RAIN SCREEN FURRING St BATTEN SIDING ONLY . 3 STRUCTURAL 1 • / MATERIAL , , , , . , . , , A • 4 . SEALANT EXTERIOR Project Number ALL I ,/, I / AT FC PANEL OR BOARD& ; 1 : I.- - , . , , : , . hi I " ..--/ , , •,,, V I /., BATTEN SIDING ONLY,TYP CONCRETE FOUNDATION, ; -----; I I - . , . 1 ' 2 X 6 WOOD TRIM,UNO TYPE A METAL • • ,, 2DETAILS 4,) SEE STRUCTURAL I ;-----•••i 1 i -••-I ; • FLASHING W/DRIP -----"It TT WOOD SHEATHING _____- -....._.: • . A : , , , : &WRB u R y 4 DOOR 1 rRALAmtv NOTE:PROVIDE • REVISED 8 EDGE,SEE 2/A8.06 ' , N SEE 2/A8.07 FOR FIBER CEMENT SIDING, SEE METAL SILL PAN FLASHING,SET IN , , , 1 : • ' ' '' WEATHER WRAP AS PER 13/A8.01 , co INFORMATION AT - SEALANT DOWN FACE SLAB/FOUNDATION - VW c., ELEVATIONS FOR TYPE - 2 .WATERPROOF DECK JAMB SIDES - Eci MEMBRANE Sheet Numser , 6 17 FIBER CEMENT SIDING AT DECK 9 FIBER CEMENT INSIDE CORNER 5 ENTRANCE DOOR SILL AT SIDEWALK 1 OVERHEAD DOOR JAMB AT FIBER CEMENT Copyright 2016 0 Lilf this drawing is less than 24"x 36;it has - ..*:.... A8.02 SCALE: 3"=V-0" • A8.02 SCALE: 3"=1.-o. A8.02 SCALE: 3"=1.-o. A8.02 SCALE: 3"=V-0" been reduced.Scale accordingly. ct C4 LAP WEATHER - 0 RESISTIVE BARRIER INSTALL NAIL ON FLASHING " 3'-11 1/4" OVER METAL FLASHING OVER DRIP FLASHING AND LESS THAN 4" INSTALL METAL 'AUXSAMF �- WWW. Typ METAL FLASHING TYPE B, DRIP FLASHING INSULATION WRAP DOWN `.,\ OVER ELEC CONNECTION/ ''4:;: x MORTAR SETTING BED �-" I 1 GUARDRAIL BALCONY EDGE METER,SEE FLASHING r`�` : DETAIL 2/A8.06 7 MORTAR JOINT -----. � ' I 1/2"X 2"METAL r` - ' / � I I i 1�t RAIL SELF RAADHERING ► �` *, __ D MEMBRANE FLASHING Otak Architects, Inc SLIDE UNDER ELEC METAL L-FLASHING WITH DRIP& i - r. 3/8"GAP TO VENT,THIN // °-401114z m Q� CONNECTION/METER TIGHT BRICK/STONE FLASHING VENEER GROUTED /� / s �� 9�'O 1"MINIMUM AND 808 SW 3rd Ave, E-- �,I1111° ADHERE Portland, OR197204 SEALANT OVER 3/4" 1!2"X 2"METAL -'"' w ��� TUCK WRB PAPER ham` Phone 503.287.6825 BACKER ROD(S), / .r.- �r'll I{ `` Z COMPLETELY FILL VOID TO RAIL,TYP -- ✓ UP UNDER SAMF FLASHING - 1 e t" 0_ Fax 503.415.2304 MIN 75%W/BACKER RODS n / r /////////r' ` ,-- ..% i BEFORE ADHERED `� jYAfN N AT ALL SIDES OF PORT) RAILING POST W/ — i -. 11 BASE PLATE, -- i SELF ADHERING � :s'+`.'+- y7:':�:�2'.+:fi=(((( ATTACH TO FASCIA = MEMBRANE FLASHING � '1 lk° 4" ROLLED ONTO SIDES WOOD DECK i OF METER 1/2"OVER olorr 1■■■■■1 METAL FLASHING NOTE:LAPPING ALL METAL i _ BOTTOM SAMF UNDER METER 6" `-, z ' 1■■■■■1 1 FLASHING AT LEAST 4 AND N ,411410401100...,L'' N ��� River Terrace 1■■■■■1 INSTALLING SEALANT r co SELF-ADHERED 1■■■■■i BEDDING JOINTS AT THE ADJOINING SEC IONS) EXTERIOR BUILDNGOTHER 6N N N East MEMBRANE 1■■■■■1 JUNCTION FLASHING COLLAR 1■■■■■1 'ti`1 �,jj P 11111 ■■■ ■1 SEE 3/A8.07&18/A8.06 PENETRATION DETAILS THROUGH WALL AC 10111 FOR ADDITIONAL Condominiums DAMPER 12 BALCONY RAILING 7 DECK FLASHING AT WALL (AS NEEDED) 3 MOUNTING BLOCK AT FC (ELEC/MECH) PREFINISHED i■■■■111 ta- SHEET METAL 1■■■■■1 7 A8.03 SCALE: 1/2"=1,-0" A8.03 SCALE: 1 1/2"=1'-0" A8.03 SCALE: 3"=1'-0" SW Roy Rogers Rd. VENT COVER 1111111 Tigard, OR 97223 i■'■11•■1 N 1/4"MIN DEPTH OF PLACE PRE PRIMED WOOD METAL RAKE FLASHING,LAP OVER ROOF UNDERLAYMENT& ■�..■■ SEALANT AT HOURGLASS FLASHING,EXTEND 6"BEYOND X ' BEAM TRIM FASCIA BOARD 1■■♦■■1 11111111111111111 M FINISHED MATERIAL BLOCK ON ALL SIDES ROOF SHEATHING SADDLE FLASHING,PLACE ,.,;_'-? \\\ REMOVABLE 1■■■■■ �— �lirl' WITH PRIMED EDGES _ 1■■■■■ 7 - k. OVER FLEXIBLE FLASHING INSTALL METAL TYPE B, ACCESS COOR 1■■■■■1 �)� � AT INSIDE CORNER �� DRIP FLASHING OVER ROOF UNDERLAYMENT 1■■■■■1 N '4 ._ ENTIRE WOOD BLOCK �, 1■■■■■1 " " LAP WEATHER RESISTIVE `� :=';'.;-•-{ ,;;_'•._}; ASPHALT SHINGLE ROOFING RIGID INSULATION 112 -3/4 DIA.CLOSED _ fi SEE HEAD FLASHING 11•����1 Mill BARRIER OVER METAL DA:'- `: (TO BE REMOVED CELL BACKER ROD(S) �„ DETAIL 2/A8.06 ill :::f4,►%:..'e.::;.$273.2::T.Q((( SADDLE FLASHING -\41k-q4 �. ;t' ,. .i;:-.::-''',-:' ``+� DURING USE) TO COMPLETELY FILL ^== -�. . ,.:.,...,,,;::;_,:,.:.,:t„:,,,,,,,..,,,:‘,.., ,_ sy; r',:' _ SEALANT ON TOP AND a /// /// /// /// /// // /// /// /// /// /// // /// /// /// /// // a I��� BACK OF VOID ` .� i maim � -: SIDES BETWEEN BLOCK /i f I . ''` •.i=::; AND NAIL ON FLASHING _ Polygon REQUIRED SEALANT JOINT DIMENSION LAP NEXT COURSE OF ,. 7111111 It PAPER OVER FLASHING � .. - _>'H; _ - t WRB / EXPANDING FOAM ,.--• _ _ AND DOWN SIDES OF `� /� I Vl�rthWes(,SEALANT " ;' BLOCK. CUT PAPER / 1/4 MIN DEPTH -� Piii,444h1/4 �'��� FINISHED MATERIAL ,• :�;;.' - .- ROOF TRUSS,1 ' OF SEALANT AT W , , TIGHT TO BLOCK SEE 703 Broadway Street, ,r� HOURGLASS ITH PRIMED EDGES ' :_ , : BLOCKING AS REQUIRED ��//,� f A " _ ' I cv ;- • '' -`_. ry `. STRUCTU' Suite 510 llIll ,[` TUCK BUILDING PAPER °- ':F_ : _ .-- Vancouver WA 98660 / i 110 , :� UP UNDER NAIL ON .. 2x6WOODTRIM 'SEALANT ALL AROUND iS - �, ,: � I i1 ,/ : _ FLASHING I ' RAINSCREEN I , _ .1:., '':'•:•':"'''::'':' iAT FC PANEL SEALANT OVER BOND = t'-�I OR BOARD I:_ - ,/ AND BATTEN BREAKER TAPE a 1 SIDING ONLY THIN BRICK INSTALLATION �: a ,, SEE 9/A8.07 //, FLEXIBLE _: SEE 3&4/A8.03 FOR OTHER 2 X 8 WOOD I ALTERNATE JOINT WHEN DEPTH IS NOT POSSIBLE ( FINISH FLoOR B FLASHING EXTERIOR BUILDING n FASCIA "" PER"A" ABOVE - PENETRATION DETAILS h`" 1 X 3 WOOD TRIM 15 MECHANICAL PORT AT BRICK 11 SEALANT JOINT DETAILS 9 SADDLE FLASHING (AS NEEDED) 6 VENTS/PENETRATIONS AT SIDING A8.03 SCALE: 3"= 1'-0" A8.03 SCALE: 12"= 1'-0" A8.03 SCALE: 1 1/2"= 1'-0" A8.03 SCALE: 3"=1'-0" RAINSCREEN FURRING AT FC PANEL OR BOARD&BATTEN - SIDING ONLY -- 0 STUD NAIL 3/8"FROM EDGE / - 2 OF PLANK \\\\ MI N WEATHER RESISTIVE - BARRIERo 0o NAIL LINE `r la. \ig to METAL JOINT FLASHING Oa AII1111.1/44igiem _ _ _- cv INSTALL PLANKS IN �- . c,1 c MODERATE CONTACT Ns 3720 .0i AT BUTT JOINTS ff Q ' FIBER CEMENT YrRIAIij R.FLEENER LOUVER a /P�f Zgra • a (PREPRIMED AND WELDED EDGE ��1./ Pig PAINTED) ltiotORTLANO,OR ' :::THAIAL4t:ILAEL:HING E 2/A .07 0 / / '-'14111%1111111.•—\ 1 i Ai -- I yllittfir / Exterior Details METAL TRIM )11:11 ' RAINSCREEN AT 4 FC PANEL OR a I f ���; BOARD&BATTEN Agl SIDING ONLY . .6 e us °° 5 TYPICAL BUTT JOINT 2 GABLE VENT DETAIL 1'-0" 31/2" b,11114 A8.03 SCALE: 12"=1'-0" A8.03 SCALE: 3"=l'-0" w SEE u. EASED EDGE -y BEAM USE HOT DIPPED o BEAM,SEE STRUCT SECTIONS PLACE VINYL BLOCK GALVANIZED NAILS TOP EDGE OVER APPROVED NAIL 0 RAINSCREEN WITH f SLOPED AT 5114" 1!2" 1/2" ON FLASHING, EXTEND TO SECURE BLOCK SADDLE FLASHING,PLACE THIN BR1CK/STONE INSECT SCREEN AT FC 10 DEGREESOVER FLEXIBLE FLASHING 6"BEYOND BLOCK ON S.. VENEER,SEE ELEVATION m i / c PANEL OR BOARD& / n n ALL SIDES ,'' zt BATTEN SIDING ONLY / UNDER 4 , AT INSIDE CORNER � _ ..,,� �� WEATHER i m FIBER CEMENT SIDING, GUTTER 1" t u u ♦ ' I �� RESISTANT BARRIER i; LAP WEATHER RESISTIVE LAP NEXT COURSE 4 03.21.18 Owner Revisions '4, i i ► ` ,., THIN BRICK/STONE i SEE ELEVATIONS FOR BARRIER OVER METAL OF WRB OVER TOP c i �\!• =':;► �' VENEER INSTALLATION ► 1, • SEE 2 04.27.17 Plan Check Responses TYPE � E � cc r I Z SADDLE FLASHING AND SIDES OF I �,. PLAN 0 i SEE 9/A$.07 �-- � _ ` - .-� '' LAP WRB OVER � �, # Date Description o� i � � :-: VINYL BLOCK � • f Revisions i cr, 4 X 4 WOOD,TYP FLEXIBLE N1441 ''-s' > �� --1 e �. .:'.'" f— WEEP SCREED / ; i/ SEE " 00FLASHING , -- ? METAL FLASHING W/ •a-'�-- In �r '''••":. y .. , I0 l' r - `•. _ _ _ i SILL SEALER '` ie DRIP EDGE SET IN ' <> "v © 1 ! SECTION February15,2017 r� ' 1 ao � , __ - y �:. _ +► PLACE CONTINUOUS � � a SEALANT SEE 6 10 / PROVIDE FILLER - _„,',. .--:_:-':•_,';'•:-,--;, • &14/A8.06 c = -;. `,'r=`"` ' BEAD OF SEALANT ~�`"'�. `� FOUNDATION N••.;, �""' Date opo I MATERIAL AT r,-,-•:-::: 1 OVER NAIL ON i '� r~• SHINGLE OVER 12"OF i -_ �� , .:',�� I WEEP SCREED �"�"� �/ CENTER _' q I FLASHING TOP AND I ' �A 4 d - BB,DG,NE o WRB WRAPPED UP FROM ! �. ' hQ _ FINISHED GRADE SIDES,OVER OR INSIDE ° d �. UNDER CANTILEVER / PREMED AND / .,:.":',::,,y, OF NAIL SLOTS PRIOR SEE CIVIL ? a • Designed By `ii 1 I PAINTED AS REQ - o ,� I __--� — TO SETTING BLOCK 2 x 12 WOOD TRIM DG NE NM m �,/1 ; :1-,'"_ .; _ ���- .- - - - ...--=:-,: :-.- -,�_F: `'- - • `T��, CONCRETE 1) co _......_... __...._. , o ,,.�� i ',,---:%�<';'•'-�.,` _ -r ' i -, FOUNDATION SEE i __.....- ____ `.� Drawn By I TUCK WRB UP t 1 : �" d ATTACH WALL AND '�" �'' ` U FIBER CEMENT � - - -- � � �-,• • -. :-- -F'.:.,-- •.••�. _.•.•_ ;,.•,; UNDER NAIL ON ,�, d STRUCT '_._3..- OTHER ELEMENTS WITH !; o SOFFIT PANEL i _• _• ',,.., • A '.....i _ .. . 1- KJ v, t ' :, ., ., FLASHING - ~ ✓ • I COUNTERSUNK 3 i I _.., , � �_ _ ..,• , - - - - - _ � Checked as - - - :r; - - .�: _ � _ .:, -� ";.- .. _.; B - Y 1 X 2 WOOD TRIM AT - , _-,• , GALVANIZED DECK - -- - �> �, � - - i i � � • SEAMS AND EDGES °'_• SCREWS .•. . • ___ - ---_..... _ --_ __--- m ........... _._. co i :• r- 1' ;:::;-,. : ,.. s.� ;...__ 17857 r j I I I i d 1 1' o I I #_i Pro'ect Number I A ,:-,` i i 1" .,- ' / ALL > + R I / DETAILS -'- .:-, SEE 3&6/A8.03 FOR OTHER 3 - -' EASED EDGE --------- SIDE ELEVATION FRONT ELEVATION 0 REVISED is/ ii,-/ 'ii i/,/ i/ EXTERIOR BUILDING ��/ PENETRATION DETAILS 8" SEE 9/A8.07 FOR 0 SEE 5/A8.06 FOR ADDED INSTALLATION I ADDITIONAL INFORMATION 0 m INFORMATION Sheet Num•er iu 13 TRIM BAND AT OVERHANG 10 WOOD BRACKET 8 SADDLE FLASHING CORNER WALL (AS NEEDED) 4 MANUFACTURER'S VINYL MOUNTING BLOCK 1 THIN BRICK/STONE VENEER AT GRADE Copyright 20160 V. SCALE: 3"=I'-0" SCALE: 3"=1'-0" SCALE: 1 1/2"= 1'-0" NOT TO SCALE If this drawing is less than 24"x 36",it has •= A8.03 A8.03 A8.03 A8.03 . A8.03 SCALE: 11/2"= 1'-0^ been reduced.Scale accordingly. INSULATION BAFFLE, 1" SEE CLEAR,MIN ", PLAN ,` '' ASPHALT SHINGLE 3 FIBER CEMENT ROOFING 4111111111111111"4/ " _ PANEL SIDING 91/2RAWSCREEN O SE STIRUCTURAL,SEEN jr 2 / \ SOA S�Q ROOF PLAN FOR LOCATIONS r, :::141:::t7,!,METAL REVEAL,TYP r-� ROOF �, F �/ ♦' PT 2 X VERTICAL ,RAINSCREEN FURRING �'�"'"'" \ SHEATHING AND SIZES OF EAVE / , i WOOD WRB 2 / \ , �� % VENTILATITRUSS AIOLN , - 1 -� FRAMING/FURRING .Q RaOF \,;,. �� s 3 . 1/2" -� UNDERLAYMENT \,\` METALDRIPEDGE � i i WRB�'�' 1),p ç V CRIMP, -\;� �,,� FLASHING �,/ I /'F 'LINCREASE TO �lli = • ' ,, ''5',:;- II\ /� \\ 2"HEIGHT ~;: ' TOP OF PT WOOD p - , 1- Ofiak Architects, Inc VOPEMNIINNG ~r BRACKET CHAMFEREb 'wITH RooF ': 848 SW 3rd Ave, Suite 300 --- __ � } UNDERGUTTER10 ,c•0 �/ PITCHES OVER4 , 4" E i.6:12 OR ROOF DEGREES,TYP ✓� 1; Portland, OR 97204 / GREATER OR OVERLAP METAL GUTTER ` _ 1 i, PT WOOD COLUMN PER Phone $03.2$7.6$25 DISSIMILAR r SEE 1" STRUCT Fax 503.415.2304 WITH3X4 ' // / PITCHES OF METAL i PLAN �f I- FIBER CEMENT PANEL /� ANY KIND DOWNSPOUTS �, � ✓ SIDING CLADDING,TYP LAYER OF MIN 30# SEE 20/A8.05 FOR INSECT SCREEN `,I 1- VERTICAL RAINSCREEN FELT ADDITIONAL WITH 1/4"AIR \\ � ,�� I- FURRING UNDERLAYMENT INFORMATION SPACE MIN AT TOP _i t THE FLANGE EXTENDS WRB Q , ONTO ROOFING A UNDER METAL OF RAIN SCREEN \ i i i% 2 MINIMUM OF 4" VALLEY FLASHING WOOD BRACKET AT \ \ i i, River Terrace FLASHING IS SIMILAR VALLEY FLASHING EAVE WHERE �-� FOR ANY SIMILAR TYPE SECTIONS SHALL BE OCCURS,TYP i� J I- OF ROOF PENETRATION MINIMUM ,PPED 6" FOR ADDITIONAL WOOD i FOR ADDITIONAL i, EastBRACKET INFORMATION IROOF INFO SEEt SEE 10/A8.03 `---- L,A SHEET A8.05i SEE PLANit, ; Condominiums 18 WALL REVEAL 14 ROOF VENT PENETRATION FLASHING 10 VALLEY FLASHING 6 TYPICAL EAVE / , A8.04 SCALE: 3"=1'-0" A8.04 SCALE: 1 1/2"=l'-0" A8.04 SCALE: 1 1/2"=l'-0" A8.04 SCALE: 1 1/2"=1'-0" SW Roy Rogers Rd. I 1 i METAL FLASHING Tigard, OR 97223 • /`II TRIM WOOD WALL PER PLAN 40 u� 001 PT 2 X VERTICAL FURRING STRIP ir- 1 X 12/'� WATER RESISTANT BARRIER 0 �-, " WOOD ALIGN W!O PLYWD RAINSCREEN RAINSCREEN FURRING(FC td__I � 1 -6 FRAMING/FURRING �'I 11'-2" I II', + LAP COL FLASHINGpii, ���" BOARD AND BATTEN,SEE �= `+� �!- ♦ ;e.•�/Ll/ i%1�T1 /' r ____ ` `� Ili d III�� *110 \ ELEVATIONS "`` rs� �" v �` i \ MTL FLASHING W/ liFGYPSUM FLOORING l � t / \\DRIP EDGE SET,IN . � 4 ,/'� f SEE STRUCTURAL FOR #i 111 �� �a �. / '�\ SEALANT � w�i' EXACT BEAM DIMENSIONS - - T �© i ♦ t %� ( 1 ' // FIBER,CEMENT\\ _„ lir, ' ASPHALT SHINGLE ROOFING ( # = 4 i" � 11* I # i 6 ( ( Q r. SIDING , Polygon �j. METAL i 1 „lip �A i f t FT 2 X VERTICAL t ; � 2 ..%. 4, \ DRIP EDGE # i 1 �►-' '.��"�f/ WOOD FRAMING/ Northwest �� , fy l 'ti �� ----3 FLASHING ,r � �� _ _ 1 /'iJp4_ 4 °F / %'" �L r q d 703 Broadway Street, `� \ %--- r t % '� 1 r�r►"'.rl� j ZteclOer,PT 2 X4 TO CREATE ,/ / ' �. , rrr_ a�aar.. _ - WA 98660 �" � �r'�i,�i ��ii=.div✓ ' - ; TAPER Ili / ! �,.�-� I �nl�lll;��.�,�,' BACKER ROD AND SEALANT ♦ -� � � � �� � � SEAL EDGES,TYP . � �"� /� "'`� �/ r WRB i (� J-TRIM WITH HEMMED LOCATION OF COLUMN \� ,' iiilli FIBER CEMENT # ' ® # EDGE AT CORNER ABOVE,SEE STRUCTURAL PANEL THE FLANGE EXTENDS / .»�''��'' A8.04 �I � `, `. '�/ ONTO ROOFING A ��.--'"" / RAINSCREEN FURRING(FC THIN BRICK/STONE VENEER ``- RAINSCREEN,WRB& 1 4" / f 11W11101. ,iiBOARD&BATTEN SIDING DECK-SEE SHEET A4.11 WOOD SHEATHING MINIMUM OF L hnui�-I�� ONLY) FLASHING IS SIMILAR PT COL,SEE STRUCT II FIBER CEMENT LAP SIDING II FOR ANY SIMILAR TYPE OR BOARD AND BATTEN, OF ROOF PENETRATION SEE ELEVATIONS METAL GUTTER WITH 3 X 4 SEE 15/A8.07 FOR ADDITIONAL 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"=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" A8.04 SCALE: 1"=1'-0" I V A FIBER CEMENT PANEL SIDING �� f v METAL FLASHING PER 2/A8.06 7-10.90- dr i 2'-61/2" �, 1'-6" el 2 X 6 WOOD TRIM '� i n RAINSCREEN FIBER CEMENT SIDING, SEE ' \,/ WEATHER RESISTANT • o ., ��' WEATHER RESISTIVE WOOD SHEATHING ►' 0� : ::: : ; t %,, IEOVER RIDGE SINGLE PER . © • g1/2^ BARRIERWRB,LAP FLASHING 4"MIN i i / METALLG ..-�- SOFFj{MTL FLASHING TYPE C SET U ►� REQUIREMENTS e o • ffil WRB MFR REQUIREMENTS - / ROOFING UNDERLAYMENT, �--, = , IN SEALANT PER 2/A8.06 i TURN UP ON WALL •PRE-ENGINEERED ' ® N e _ i t APPROVED NAIL ON i RAIN SCREEN W/INSECT SHEATHING 8 MIN ® •___ __ r ( t t co FLASHING BEHIND WOOD / SEE STRUCTURAL iv i SCREEN •AT FC PANEL OR i % • o • ® :t t co BLOCK AND TRIM,LAP BOARD&BATTEN SIDING ONLY 1 WALL SHEATHING, • o • ot `r' II Er OVER METAL 7 FLASHING VI P"' _ 1 i i, SEESTRUCTULROOFINGSEE °.. • ♦ ( 1 i �' t`2 X 6 WOOD COLUMN �,Ii•--/ " III ° ® t 17 � I I 1 1. 0 CAP W/DRIP EDGE, 4 ' METAL STEP FLASHING UNDERLAYMENT SECTION CUT UNDER EACH SHINGLE ----� 4 ! ASPHALT SHINGLE ; T 1 t'1 1, FRASHINGETAL 3720 TO FIT,MITER CORNERS T _2 ROOFING / '=�, A8.04 BRIAN R.FLEENER cv AT 45 DEG 2 x 6 WOOD PAINTED • 4" i -'r' ,` , _ FIBER CEMENT SIDING ASPHALT SHINGLE / V2Z/Igo----- - j ��, " �'' �,I'" ""�� - N a1 CLADDING,TYP. a.° BASE TRIM �I ROOFING _� / „-- \ :- PORTLAND,OR .k.- PT 2X4FURRING �' ✓ / N ♦ i i PT 2 X 4 TO 4 / ti i' ' CREATE TAPER � �, , � �"♦ FLORENCE 1570-16 SDAF MAILBOX MODEL � III, �� PT 3 X 4 METAL'Z'FLASHING 4„/„, /// /// /// J 1 (TYPE A)PER 2/A8.06 a 4 SEE 12/A8.05 FOR ROOF SHEATHING MAILBOXES MUST COMPLY WITH ACCESSIBILITY // ROOF SHEATHING ADDITIONAL STEPPED SOLID BLOCKING, 7 REQUIREMENTS.CUSTOMER COMPARTMENT �' " a A INFORMATION SEE STRUCTURAL REACH RANGE MUST BE WITHIN 48"AND 28" i , Exterior Details , a PT WOOD COL, SEE 11/A8.07& 17/8.07 - ASEE 1/AOA2 FOR PLACEMENT ON SITE t' '' 2 SEE STRUCT FOR ADDITIONAL SEE DETAILS 6/A8.05&16& SEE 15/A8.04 FOR t { ,.f//A, Q Q INFORMATION 20/A8.06 FOR ADDITIONAL CONC COLUMN BASE, ° ROOF INFORMATION TERMINATION OF STEP SEE STRUCT ( \ f _ FLASHING AT GUTTER INFO SEEFOR TIONAL SHEET A8 05F y t• / t PT 2 X WOOD cci 16 COLUMN SECTION - BASE OF TAPERED COLUMN 12 FLASHING AT ROOF/SIDE WALL 8 ROOF RIDGE 4 CLUSTER MAILBOX ELEVATION FRAMING WEATHER RESISTIVE A8.04 SCALE: 3"=1'-0" A8.04 SCALE: 3"=1'-0" A$.04 SCALE: 1 1/2"=1,-0" A8.04 SCALE: 1/2"=1'-0" i 0 �'j BARRIER z I 6 0I`� �1�i! PT WOOD COLUMN u_ �i 1 METAL FLASHING Lu EXTEND ROOFING PAPER i ' p UP THE SIDE OF THE (�( i 1 m WALL A MINIMUM OF 6" SEE PLAN I A i STEP FLASHING �IIIIIil I �` FIBER CEMENT SIDING -- v ASPHALT SHINGLE SEE SECTION 16 I'� Q. r A8.04 '` p •00 Q� t WEATHER RESISTANT ROOFING ' 111% li 4 03.21.18 Owner Revisions 4e SEAL BOTTOM OF ROOFING ...� I��r �0 WRB PER WRB MFR / i/ BARRIER DOWN OVER METAL METAL RAKE DRIP E AIT �� RAIN SCREEN W/ FLASHING SEAL TO FLASHING FLASHING,LAP ♦ ( IMr"� ./� 2 04.27.17 Plan Check Responses s t@�� '. INSECT SCREEN AT / PER MANUFACTURER'S OVER ROOFti/ # Date Description FC PANEL OR BOARD / , REQUIREMENTS UNDERLAYMENT& ( -� 1.4.�0Avf Revisions *vir- &BATTEN SIDING f 1 : TRIM FASCIA - f, f t l 7, „J y z �Zt �t�-�•METAL FLASHING r I BOARD / "I;X • i %! . _ ". _' February 15,2017 a. WEATHER WITH HEMMED i i i ♦ # g1X3 WOOD -✓ / -,rii RESISTANT BARRIER 03 EDGE " t t / TRIM i i , ; ' ;- Date CONCRETE COLUMN BASE=' • ''� SEE STRUCTURAL -e ONE PIECE STEP 5 % t 1 / i 4 a. <- :A- _o.; 2 4 BB,DG,NE • _ a THIN BRICK/STONE VENEER Designed By o FLASHING WITH j I y cn V LA. Ai INTEGRAL ' o DIVERTER-KICKOUT ; ♦ _ I I i; Fn 4I • - ;:•.a ;� DG,NE,NM FLASHING I ASPHALT SHINGLE _ i ROOF SHEATHING i� .•. :- a U ROOFING N I/ ROOFING UNDERLAYMENT, 2 X 8 WOOD FASCIA I ." V a . Drawn By NAIL ON FLASHING i TURN UP ON WALL II `. p- ° MIN.6"ALL SIDES ♦ // KJ , cn (1U�m.,, SHEATHING 6"MIN 1/2"RAIN SCREEN VENT i' �' -:° ;. a a 'c� SEE 4/A8.05 _ . W/INSECT SCREEN AT i,�`. % Checked By 1 1/2"GAP i%����r SHEATHING-SEE FC PANEL OR BOARD& �i _co c 00000 jr-/�� STRUCTURAL BATTEN SIDING ONLY i //,,�� • . •' s'„',P 17857 DRIP EDGE 1 FIBER CEMENT SIDING OVER S:< e- _ Project Number ALL ? FASCIA RAIN SCREEN OVER WRB I, :.a _ _ Ir SIDING,RAINSCREEN OVER GABLE END TRUSS,SEE d' `'1/ REVISED o AND GUTTER NOT ELEVATION FOR TYPE ♦ 4 0 09SHOWN FOR CLARITY ROOFING SHEATHING W m / 1'-6" / Sheet Num•er iv 15 DIVERTER/KICK-OUT FLASHING 11 FLASHING AT ROOF END WALL 7 TYPICAL RAKE 1 TAPERED COLUMN Copyright 2016© "" SCALE: 1 1/2"= 1'-0" SCALE: 3"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1"=1'-0" If this drawing is less than 24"x 36",it has A8.04A8.04A8.04A8.04been reduced.Scale accordingly. CD cc 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 4" '" "' LOWER END SHOULD DIVERGE FROM OR STAINLESS STEEL OUTSIDE CORNER 4.0 - 0 1 EACH OTHER 1/8"PER FOOT FASTENERS OVER SHINGLES ""----__Ti " VALLEY FLASHING WHERE SPECIFIED N. � .t T: VALLEY 30#FELT UNDERLAYMENT WOOD FASCIA 1 STEP FLASHING BOARD DOUBLE ROOF OVERLAP FLASHING 6" `' '' 4 -" STARTER COURSE \if '`=a I RAFTER IF I 6" (INVERTED SHINGLE) OVERLAP PAPER 12" ' �' J�P� -__ , - �` NECESSARY �, S DRIP EDGE OVERLAP PAPER 2" /�' ac. F�,O 5" I •,''`, •, FLASHING OVER I 2"OVERLAP PAPER AT RAKE 241 I���� �,_ \hi" `'ROOF — -- ~-... ` Otak Architects, Inc FOURTH COURSE `��'`'�%%' NAIL NEAR TOP EDGE ABOVE �^ ~''`` i� 1 808 SW 3rd Ave, Suite 300 1111‘ (FULL SHINGLE) ���_� `\'' 441 PREVIOUS FLASHING 1 X 3 WOOD / : { C 1 Portland, OR 97204 SECOND COURSE 1111.1!1VIEIRIrililliP DRIP �' lig WOOD FASCIA y �I '` :�� TRIM i € (CUT OF 5") EDGE FLASHING 6" — '�� ' Phone 503.287.6$25 Jilllh THIRD COURSE It —- \\�~� \'� q ��'�' % t ! Fax 503.415.2304 (CUT OF 11") —— rA� 40**ilopz_,,,:-::-4.0p \ '�<o �� I \‘‘-* -..._...--..- . EXTENQ FLASHING 4"UP t° -4 ", ..----�� \ WALL AND 4 ONTO ROOFI N ` - -- , 1 I PP\ �� ORAS SPECIFIED BY EXTEND ROOFING PAPER_ \ ROOFING UP THE SIDE OF THE River Terrace \" , MANUFACTURER \-_ WALL A MINIMUM OF 6". PLACE NAIL ON FLASHWG "-- WRAP VALLEY \ --------....411p, BEHIND ROOF RAFTER N PAPER 1/2" East DRIP EDGE FLASHING \ EXTE D ROOFING P P R PLACE STEP LEAVE 1 GAP UNDER PAPER AT EAVE UP THE SIDE OF THE WALL FLASHING OVER BETWEEN FASCIA FIRST COURSE(FULL SHINGLE) A MINIMUM OF 6". STARTER COURSE �\ OUTSIDE CORNER AND WALL Condominiums OVERHANG SHINGLE 5/8" (INVERTED SHINGLE) 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 6" NAIL ON OVER TRUSSES ''-'% -- -,_ WEATHER RESISTIV '�` FLASHING BARRIER INSTALL ALL ROOF PENETRATIONS „�. WEATHERBOARD MUST BE MIN. 18"FROM �=� ROOF TO WALL WALL 6" ROOF TO WALL FASHION STARTING THE RIDGE ��` FLASHING ~~� FLASHING '''"•-,„_ FROM THE BOTTOM ,\\\ / ROOF ~ i it 11111 ASPHALT ~`~ \ / / ,. 6 OH ROOF \ \ / Il \ \ f -�` SHEATHING i ~ \ \ \ , _ SHINGLES \\ \ f f f �,n ( 1 010 '/ ``\ \\`\ \`\ ``\`\ + \`1'i ///`` i hil4, � � ~~�~ ~ �i( { ~~~~� ( Polygon \ \\ r a \ \` �, \` % �:. yv ~ ~~ �P � �} ��/per+ \\ ,\\ $ �tf \\` t `\`\ i f`/ /;f \`� WOOD 1 x 3 :000L I I1.0 �r„..- Not th YY�i.7t \ \\ Nh \ \\ ' , TRIM BOARD,\ \\\ \; "N `\ �+,'4. ,‘ .1 \\ \ / / / ( \ 1 1 -\- � 703 Broadway Street, \ \\\ \\\ \` �/� ( WOOD1X3 � ~ Suite 510 \\\ \ \ , TRIM BOARD ~ ` \\\ `\\ \\ , ' pp .� Vancouver, WA 98660 • \ \\� \ ` 24"MIN FROM \ \ 11 110, FLOW LINE 011.111 6" r .. 1I \ WOOD RAKE r \ BOARD ' ~ ,_ ALL PENETRATIONS TO BE WOOD RAKE \ A MIN OF 18"APART MEASURED FROM THE BOARD 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 A8.05 NOT TO SCALE A8.05 NOT TO SCALE GALV. ROOFING NAILS AT NAIL ON \\:1LOCATIONS INDICATED FLASHING „ SECURE DOOR WITH(3)2 INSTALLING SLIDING GLASS DOOR 1-PIECE GALVANIZED 1/2"LONG STAINLESS PAN WALL WALL DOOR PAN,DO NOT PIERCE HEAD,GASKETED FASTNERS • DRILL PILOT HOLES THROUGH DOOR FLANGE AT BOTTOM - Q . FLASHING 0 \ ACROSS BOTTOM OF DOOR LEFT AND RIGHT CORNERS AND AT CENTER OF DOOR(3 co -.�� ONLY LOCATIONS).3"MINIMUM FROM FRAME CORNERS. ONE PIECE FLASHING AT . 6" HORIZONTAL WALL TO co INSTALL CONTINUOUS BEADS INSIDE CORNER OVER r° ROOF FLASHING OVER - : o , OF SEALANT TO DOOR SILL A • SQUIRT SEALANT,COMPATIBLE WITH THE ELASTOMERIC SHINGLES AND OVER CORNER FLASHING WRB,LAP VENT • as 0 PRIOR TO SETTING DOOR,PAN t COATING INTO HOLES PRIOR TO INSTALLING FASTENERS. STEPPED FLASHING FLASHING AND SAMF t f , t. )� FLASHING TO BE BEDDED IN \ Ill vtlirt, i •+. RAINSCREEN FURRING AT FG i : •- • arrrgl1 SEALANT ` SECURE DOOR WITH MIN 21/2"(LONGER DUE TO FLASHING ANGLE TO i grlr PANEL OR BOARD&BATTEN / i\ ' N • ./ ir'�rilr PRESENCE OF GYP BOARD)LONG,STAINLESS STEEL,PAN MATCH SLOPE OF / t; '= r ! rgrglllllO \\ "`'' HEAD,GASKETED FASTENERS. ROOF SIDING ONLY • 3720 , , THROUGH WALL PTAC , t"' DOOR PAN �'�/ ggillllllig GALVANIZED SHEET METAL ;`' BRIAN R.FI. EV a; BEHIND SLAB � /. ggll N �+ p � glll I I / SLEEVE i w ~~~~~ q4 q1!I \\ �\\ NAIL MUST BE A ,'� 5,/ o ���/// C� \ \ „ SELF-ADHERED MEMBRANE i L aj \ \ MINIMUM OF 3 FROM FLASHING OVER METAL i VIAND,alt,. /, ~~~ \ \\ FRAME EDGE HEAD FLASHING /CONCRETE ~~~ 2./0 �°~~ \\ \\ NAIL ON ``` / F O SLAB ` FLASHING �O� Lp _ �..~~' \ PREFINISHED _ )`c, `.;.;.;•;.;.;.;.;.:R,;.;.;.;.;ti.;.;.,'' • ` \ ROOF SHEET METAL / t .� FLASHING TYPE B, Exterior Details DRILL PILOT , HOLES 3 LOCATIONS ~~ SEE DETAIL 2/A8.06 / ~~ EXTEND ROOFING � UNDERLAYMENT UP THE ELASTOMERI,.COATING — USE ONLY HOT DIPPED OR SIDE OF THE WALL A / USE ONLY HOT DIPPED STAINLESS STEEL MINIMUM OF 6"(NOT // OR STAINLESS STEEL FASTENERS SHOWN FOR CLARITY) / ' FASTENERS / co 18 FLUSH DOOR AT SLAB 14 SLIDING GLASS DOOR THRESHOLD 6 INSIDE CORNER FLASHING AT ROOF / '' NOT TO SCALENOT TO SCALE / A8.05 NOT TO SCALE A8.05 A8.05 / Zr 0 / �r u. / ' 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 / ON FLASHING MUST EXTEND MIN 6" FLASHING(AT DO NOT PIERCE FLASHING HEAD)AND OVER FLASHING DETAIL 2/A8.06 / m BEYOND THE EDGE OF THE TRIM. INSTALL WRB(AT JAMB)PRIOR TO EXTEND WRB OVER / rn GALVANIZED ROOFING NAILS OVER CONTINUOUS BEAD OF SEALANT ►`.` / E SETTING DOOR TRIM METAL FLASHING 'v AT LOCATIONS INDICATED ON DOOR JAMB AND HEAD \';: ±.�` / ��, UP TURNED END DAM / m NAIL ON FLASHING 12" 41:„ INSTALL CONTINUOUS BEAD OF :►. `►�♦♦�� / 4 03.21.18 Owner Revisions ' OVER A CONTINUOUS SEALANT TO PAN PRIOR TO �I,�r►`� ��� *�• i� ~~ / BEAD OF SEALANT ♦ / � �~ ~ ~ / $ 1 �W � �r ��~ ~. 204.27.17 Plan Check Responses cLv SETTING DOOR ���VI � �♦�+t♦ f� ~"~~ / DECK TO WALL DOOR FRAME ����� c�` ♦ ., ~ L 1. ~ # ate Description / Revisions Iii FLASHING glint I DOOR JAMB t it-- M / !J0IIIN, EDGE OF ROUGH ' ��� I SELF-ADHERED MEMBRANE ryAPPLY DECK BASE iiIP1Iu'!JJ1!! . �` Februa 15,2017 n. I ...,l OPENING �� i t. COAT PRIOR TO Nib. ..I . �j ,"41 Iu11UU���i NAIL ON FLASHING ���� BACKER ROD AND SEALANT /co SETTING DOOR PAN ryrryr!;ryryryryt' '!I .,'y'. J�:,." �y� IINI 1►.` 'r►�� �il.•' �✓:�•UIp111 CONTINUOUS BEAD �♦ I ~~ S HEAD JAMB&SILL _ BB,DG,NE II __ ���%jam ,rrrr "'�I����� •h�":.�+���3 f Iqr OF SEALANT ON BOTHI'� ,�,`+I \'r� ~~~~ _ Designed By hrrry,�ry '� J..�'�H�/2 JAMB AND TRIM SIDE ' '� 'II �` EXPANDING FOAM SEALANT / I° QO NOT PLACE SEALANT ������� , ryrr���� ��'���� �' � " �- 1BEHIND SILL FLANGE ryrryrryr O�pI411140114 1 �ih, OF NAIL ON FLASHING 'I HEAD,JAMB&SILL / It - - Co a. �"4 ryrr ar I'I2" � \ �♦ • BLOCKING AS REQUIRED > ,t DG,NE,NM o LAP DOOR PAN OVERr, Ute, ��� `\ �� ca DECK TO WALL FLASHING +ll /� i" TRIM X4.4 (I►'�. 4' rir'' MIN 1/2"BETWEEN ��i t i ~~~L / 'i By ° EXTEND NAIL ON FLASHING 6" i� �� SEALANT ALL AROUND o �� -` RAINSCREEN FURRING AT FC . i',.-,:,' AT SILL OVER A CONTINUOUS �•- DOOR PAN AND � i; FILL GAP BETWEEN JAMB �� \\ PANEL OR BOARD&BATTENChecked By w BEAD OF SEALANT DECK SURFACE �� AND TRIM WITH SEALANT t INSTALL CONTINUOUS BEADS OF INSTALL NAIL ON FLASHING TO �.� INSTALL BUILDING WRB TO SIDING ONLY / co SEALANT TO DOOR SILL PRIOR TO SPAN GAP AND ATTACH TO JAMB SPAN GAP AND ATTACH TO CONTINUE TO APPLY /2 / •i : rINISH FLOOR( • 17857 N SETTING DOOR PAN,EXTEND TO EDGES APPLY WRB WEATHERBOARD JAMB PRIOR TO JAMB TRIM WRB WEATHERBOARD Project Number SOME FLASHING TO BE BEDDED IN SEALOF PAN AND ONE UP WALL,PAN FASHION STARTING FROM INSTALL FASHION FROM TOP OF ANT THE BOTTOM JAMB LS (SEE STEP 3) A05R8,EvmoissETDL STEP 1 ci M (ALL DOORS) STEP 2 STEP 3 STEP 4 STEP 5 IIS DETAIL O _ 2 Fla Sheet Num•er NEW ;i 17 DOOR INSTALLATION PROCEDURE 1 PORTABLE AC VENT PORT AT FIBER CEMENT Copyright 2016© A8.05 A8.05 accordingly. NOT TO SCALE SCALE: 3"=1'-0" a Ifthis drawing is less than 24"x ,it has been reduced.Scale C 2 X 8 WOOD RAKE 2 X 8 WOOD RAKE PREPAINTED GALVANIZED -•" jp- METAL DRIP EDGE INSTALL PT SUPPORT METAL CAP FLASHING ONE PIECE FLASHING WD ROOF SHEATHING FLASHING BLOCK UNDER SECURED WITH STAINLESS 0 AT OUTSIDE CORNER ASPHALT ROOF 2X EAVE BLOCKING METAL CAP STEEL GASKETED A �� - OVER SHINGLE SHINGLES ONE PIECE FLASHING ROOF SHEATHING '�— FASTENERS,FASTENERS IN - 3 4, ,£: AT OUTSIDE CORNER WALL WALL PLACE STEPPED 2X EAVE END TRUSS VERTICAL FACES ONLY - OVER SHINGLES WALL WALL BLOCKING - FLASHING OVER ASPHALT ROOF .111111111v • OUTSIDE CORNER- SHINGLES 111111 HORIZONTAL WALL TO ;�. / rk7 .7, At' ' ;A. PLACE STEPPED INSTALL 1 PIECE SAMF ROOF FLASHING UNDER FLASHING ANGLE TO MATCH � ����:� �S PER R00 CORNER FLASHING " 6" FLASHING OVER III SLOPE OF ROOF ��\ , PLAN / / OVERTOP CAP AND DOWN Otak Architects, Inc 6 VIFLASHING ANGLE �I � \ `\ / / 6OMINIMUM OF HALF WALL OUTSIDE CORNER ulalulllll Idly I PT 2 X 6 TOP / TO MATCH SLOPE air(ll \\ 1 ,- CAP // / FIBER CEMENT SIDING OF ROOF l / 808 SW 3rd Ave, Suite 300 OVER RAINSCREEN 1,77 S ✓ / FURRING AT FC PANEL OR Portland, OR 97204 ....,..._ PLACE FLASHING 1r � / / ONLYW T WRB OVER PT Phone 503.287.6825 Fax 503.415.2304 ��r OVER SHINGLES �� � �♦� � r WOOD SHEATHING4 if, '.4. � � FRAMED WALL III PT 2 X4 PT 2 X 4 P)�4 POS F 6kfr4-- , \ \ ROOF 4%j"KO (OSB WALL SHEATHNG,TYP.) �""' iIl illI i ROOF ROOF NAIL ON FLASHING UNDER 2X , , III I, SAVE BLOCKING LEAVE 1 IIIP � I�irrr i.—, Rlve Te ace EXTEND ROOFING PAPEREXTEND ROOFING PAPER UNATTACHED AT BOTTOM {I) UP THE SIDE OF THE / UP THE SIDE OF THE EDGE SO WRB CAN BE t ROOF VALLEY INSTALLED UNDERNEATH. EEast WALLA MINIMUM OF 6" WALLA MINIMUM OF 6" -""�-__ (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"=V-0" A8.06 SCALE: 1 1/2"=1'-0" SW Roy Rogers Rd. Tigard, OR 97223 " " SLOPE TOP 6 TYP #- 6 TYP NAIL ON FLASHING TYPE A BELLYBAND BEVEL TOP OF NOTE FOR ALL STYLES: BEHND METAL METAL FLASHING SEE NAIL ON FLASHING TYPE A BELLYBAND BELLYBAND 10 DEGREES 1 1/2" UP-TURNED END DAMS TO BE USED AT EVERY MIN. 10 FLASHING TQ DETAIL 2/A8.06 BEHIND METAL METAL FLASHING SEE TERMINATION POINT AT ALL LOCATIONS NAIL ON EXTEND 6"ABOVE FLASHING TO DETAIL 2/A8.06 TYPE A METAL FLASHING SEE FLASHING EXTEND 6"ABOVE HEAD FLASHING DETAIL 2/A8.06 BELLYBAND TRIM I 1:->\\NNN WALL WALL BELLYBAND TRIM AND 3"BELOW,TYP AND 3"BELOW,TYP 1/2"X 2"X BELLYBAND 00. io 1/2"X 2"X DEPTH MINUS 1/4"CEDAR J BELLYBAND DEPTH1/2"X 2"X OR PT FURRING AT 16"OC & 3"HOT DIPPED MINUS 1/4" BELLYBAND OVER NAIL ON FLASHING • BENT TO ° GALVANIZED CEDAR OR • DEPTH MINUS "` WALL WALL /' M `/� 5/4 WOOD BELLYBAND 100 DEGREES DECK SCREWS PT FURRING 1/4 CEDAR II IP is INTO FRAMING AT 16"OC ��` R PT FOURRING AT `° 2'.. .---/‘ ;� ♦ c� 4 PLACES OVER NAIL " ,�\ / r Polygon ON .. 16 OC OVER T� BEVEL BOTTOM / - FLASHING NAIL ON �/' OF BELLYBAND 10 �. FLASHING ,` DEGREES Northwest ` ���J-,`. �'T � BUG SCREEN '�/,/ WHERE REQUIRED 703 Broadway Street, `�� ,, AREA OF USE FLASHING TYPE A Suite 510 OUTSIDE CORNER z •.) /-'„l • BELLYBANDS Vancouver, WA 98660 WRAP AND WRB ' ,' • WINDOWS Y ,e” ' • ALL EXTERIOR DOORS U • GARAGE WRAPS EXTEND WRB OVER BLOCKS 5/4 X 4 MIN m • NON-VINYL PENETRATION WOOD RAIL BLOCK AT WALL o METAL FLASHING a O FOR FLASHING JOINTS ♦ /// OVERLAP FLASHING STEP 1 SEAL WITH SEALANT6"AND z BENT TO w EXTEND BELLYBAND EXTEND BELLYBAND METAL TYPE A FLASHING OVER M 100 DEGREES 3"HOT DIPPED a 6"MIN.AROUND CORNER IF 6"MIN.AROUND CORNER IF iv GALVANIZED DECK LAP WRB OVER BELLYBAND IS TO TERMINATE BELLYBAND IS TO TERMINATE BELLY • BAND.SEE DETAIL 2/A8.06 METAL FLASHING WITH RUN ON ONE WALL ONLY 019**' 1/2"X 2"X BELLYBAND DEPTH +� _ = SCREWS \ WITH RUN ON ONE WALL ONLY CEDAR OR PT FURRING AT 16" INTO FRAMING INSTALL 1- STEP 1 ----...41 OG OVER NAIL ON FLASHNG 4 PLACES <o PIECE CORNER FLASHING OVER AREA OF USE: FLASHING TYPE B • ° BELLYBAND WRB WRB LAP WRB OVER N FLASHING,SET s" METAL FLASHING ��.�„` • COLUMN BASE SHOE ;.y DECK SURFACE COMPLETELY 6 �� -� Ib , M r O• U D NOT BE HERE 1/4"KICK-OUT IN SEALANT ,' INSTALL 1-PIECE .' ` BEHIND AND �,' Illllul CORNER WRB WRB ��' `��,\ ACCEPTABLE OR AT Q BELOW ' II III p.T` BELLYBANDFLASHING OVER / �� LOCATIONS WHERE KtCK- QI Dllllllul pill _ ALSO PLACE ,�rOUT COULD BE DANGEROUS IpI� %����....gal ham~ FLASHING,SET ��� ' / ~� •�""� FOR HOMEOWNERS TRIM OR SIDING,RAIN SCREENNVRB NOT SEALANT TO ' I� �� COMPLETELY IN Ml�y 1 �'� !`� SHOWN OR CLARITY m 1-PIECE X �`�\ �, pi �.. 4 ��`� �'� , CO CORNER "pr�, � "SII AND BELOW HIND ����` /,�T- FLASHING ,' MINIMUM 2"PAST •1114 N PI i ✓ EDGES ALSO PLACE '� ,'oil!! ♦ WIDEST PART OF ,� ; N WRB i % SEALANT TO '���IIIIIUIn� ILII • - SIDING OR TRIM '''�, M _ �� �m �,,�fllll� ` PER DETAILS • 1 PIECE %/�� gllllw�opo r. CORNER ,�i��/::!1"1�' i� °IIIIIIII �``I1111 1 z !H ��r// \��1 2 2" BRIAIQ R.FLIIrR gi p 0 FLASHING t111111j � � ` 1111 _ DISTANCE MAY VARY �' 0 EDGE IaA ��!�/ ` 111 In BUT NO LESS THAN 1 ?! 1J e S Iplll »// 1111 _J oma- i ill 111111G�ll) SLIP BUILDING PAPER TO END OF MATERIALr� 1 .Rt�ll I}R flIgIIIlIII1Q UP UNDER APPROVED FLASHING OVER °ice®.�' ® ��' 1�, NAIL ON FLASHING A ♦ - ""�/ %' OF CiV %//firA �% NAIL ON FLASHING BEHIND MINIMUM OF 2" ''� _ ,..iiiiilk EXTEND BELLYBAND 6 M N AROUND CORNER METAL FLASHING TO EXTEND 6" 318"BLIND IF BELLYBAND IS TO ABOVE BELLYBAND TRIM AND SEALANT HEMMED EDGE EXTEND BELLYBAND TERMINATE WITH RUN ON 3"BELOW,TYP UNDER BENT TO Exterior Details 6"MIN.AROUND CORNER IF ONE WALL ONLY BUG SCREEN 10 DEGREES 5/4 X 4 MIN BELLYBAND IS TO TERMINATE SEE DETAIL 6/A8.06 FOR r WHERE REQUIRED AREA OF USE: FLASHING TYPE C WOOD TRIM SEE DETAIL 6/A8.06 FOR WITH RUN ON ONE WALL ONLY STEP 2 ADDITIONAL BELLYBAND STEP 2 ADDITIONAL BELLYBAND INSTALL WRB WEATHERBOARD FASHION INFORMATION INFORMATION STARTING FROM THE BOTTOM • WATER TABLES ca 18 DECK RAIL AT WALL CORNER 14 BELLYBAND FLASHING - INSIDE CORNER 10 BELLYBAND FLASHING - OUTSIDE CORNER 6 BELLY BAND 2 HEAD FLASHING TYPES 2 A8.06 SCALE: 3"=1'-0" A8.06 NOT TO SCALE A8.06 NOT TO SCALE A8.06 NOT TO SCALE A8.06 SCALE: 3"=1'-0" z 0 u_ METAL FLASHING Lu ASPHALT SHIINGLE a 1 X 3 WOOD TRIM U ROOFING OVER m 2 X 8 RAKE BOARD ROOF SHEATHING rn SIMPSON A35Z OR l H2.5Z AT EACH BEAM 5 INSTALLED PER MFR. °° INSTRUCTIONS i.: err >�i iii f�� + �� _/.// m TOP OF CORBEL x 4 03.21.18 Owner Revisions CHAMFERED PAST i ` FASCIA/ROOF COVER /� Revisionsate Description TO 10 DEGREEST ' February 15,2017 iX , I I.--J a Date Lo co BB,DG,NE o Designed By 1.4 \o BASE EDGES DG,NE,NM 5 Drawn By U KNEE BRACE PER V DRAWINGS , KJ co Ili Checked By z , c PROVIDE HOT DIPPED 17857 GALVANIZED OR STAINLESS STEEL BRACKETS AND c� Project Number EW FASTENERS ONLY.PRIME SEET • ec OF c ALL FACES BEFOREA • . 06 INSTALLATIONS DETAILLa ww - 2 - 2 Sheet Num•er Ili 5 WOOD BRACKET AT ROOF CONNECTION Copyright 2016 0 • "- SCALE: 1 1/2"= 1'-0" If this drawing is less than 24"x 36",it has A8.06 been reduced. Scale accordingly. cD re FIBER CEMENT PANEL MIN 4 FASTENERS MIN 4 FASTENERS SIDING -,/, i! PER BAR PER BAR - RAIN SCREEN FIBER CEMENT PANEL0 - -4N -. i! SIDING r ALL FASCIAS AND BELLYBAND WRB LAP OVER il (! L ABOVE SHOULD SIT 112"PROUD \ \---\/\--- k A. V METAL AND SAMF i -'- FLASHING ��1 RAIN SCREEN I / ! \ �- --, OF COLUMN CAPITAL SEE 18/A8.04& 17/A8.07 / ! WRB LAP OVER / 1 ' \ i . ,,,:-,,,,,, w;,:nf., FOR ADDITIONAL ! METAL AND SAMF "/ SEE 18/A8..04 FOR ! • >oe., INFORMATION j i FLASHING `""�1 ADDITIONAL / i WOOD TRIM(SEE ELEVATIONS) - SECURED WITH HOT DIPPED OR • ! i 10, ;i, '� INFORMATION ! STAINLESS STEEL FASTENERS METAL FLASHING TYPE C j , , SEE 18/A8.04 FOR / ! \ ONLY ( I I PER 2/A8.06 i , ADDITIONAL ! ! \ SLOPED WOOD CAP G—'_i INFORMATION ! ,,. Otak Architects, Inc WITH DRIP >/r """" ! —� FLASHING TYPE 1 WOOD CORNERS ! ill z \ 808 SW 3rd Ave, Suite 300 • � i ! � ' A FLASHING Portland, OR 97204 /� i METAL HEAD �� UNDER LEDGER FIBER CEMENT'SMOOTH' �. FLASHING TYPE C ` _, `r -EXTEND 1/2" PANEL SIDING SECURE WITH C 1 Phone 503.287.6825 �� bi GAP BETWEEN PAST COLUMN HOT DIPPED OR STAINLESS } ! t - Fax 503.415.2304 �_,,,�� FRAMING MEMBERS ON EACH SIDE L NAIL ON FLASHING 2"MIN. SLOPED WOOD _ AND TOP OF CONCRETE (SEE DETAIL STEEL FASTENERS ONLY - / I CAP WITH DRIP 2/A8.06 BEHIND WOOD 1 \ ) - BLOCK AND TRIM / , V \ OVER WRB / . PT 2 X BLOCKING BEVELT \ Ill. TOP 10 DEGREES / A I I � ^ -,i ALL EXTERIOR II! i l ,l LUMBER AND SELF ADHERED i le/11y4ARiver Terrace PLYWOOD TO BE II MEMBRANE FLASHING, / PT POST INSIDE COLUMN PRESSURE-TREATEDLAP OVER BOTTOM OF � �� � ,METAL Z FLASHING WRB MIN 4 ,� PT WOOD COL, E♦" t ! ZWRAP SHEATHING WITH TYPE A PER 2/A8.06 ! SEE STRUCT � , -a i N V-- /! d,' WRB ■ ■ ! FIBER CEMENT OATEY HYCO BARS, THIN BRICK STONE ! / ! \ i `--� � • • VENEER SIDING _�/ f �\ Y a • 4 Lit INSTALL IN DIRECTION onaominiums i t \ -aAA SHOWN MORTAR JOINT WHERE RAIN SCREEN / ! i ° FIBER CEMENT'SMOOTH' 4 MIXER VALVE STRAP REQUIRED ! PANEL SIDING SECURE WITH A8.07 NOT TO SCALE SW Roy Rogers RCI. ' / HOT DIPPED OR STAINLESS • MORTAR SETTING BED USE ONLY HOT • / ' STEEL FASTENERS ONLY Tigard, OR 97223 USE ONLY HOT �\� t A DIPPED OR STAINLESS ¢( \ STEEL FASTENERS WOODCORNERSDIPPED OR STAINLESS `' VENTS 1-UPPER&1-LOWER ! V -.,-` --- ALL RAILS AND CONNECTIONS ARE TO BE BUILT AND \ FLASHING TYPE B INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. STEEL FASTENERS ` I' PLACE ON NON-EXPOSURE I SIDE OF COLUMN THIN BRICK/STONE \ \�:/ �, " - (SEE DETAIL 2/A8.06) ALL RAILS AND CONNECTIONS ARE TO BE DESIGNED TO VENEER /l a /. - `d RESIST OSSC REQUIREMENTS. ALL LUMBER AND -� MORTAR SETTING BED a ,/ WOOD TRIM SECURED SUPPORT FOOT PER / PLYWOOD TO BE � � ;` PRESSURE TREATED AT MORTAR JOINT �/ , 1°I%S% WITH HOT DIPPED OR STAINLESS STEEL MANUFACTURERS SPECIFICATIONS, COMBED SCRATCH COAT COLUMN BASE WHERE REQUIRED DO NOT ATTACH FOOT TO DECK / ', FASTENERS ONLY ------' K-LATH:ATTACH WITH 2"X V WRB LAP OVER METAL FLASHING l I PREPARE SETTING a . • 5/8"CROWN(MIN)STAINLESS ! f. • �'' • 2"CLEARANCE TO STEEL STAPLES AT MAX.6" • , PT PLYWOOD / I BED PER VENEERS• . DECK OR CONCRETE �`- MANUFACTURER'S ELEVATION / S11 TUDS 16"OC VERTICALLY ON =` , PT POST / f a ,! /-/ �`` `.,.,- yg !f INSTALLATION Polygon on i INSTRUCTIONS ° a • PT POST DRAIN BOARDUSE ONLY HOT 15„.r. .,,_..,/ I °a Northwest \ DIPPED OR STAINLESS (2)LAYERS 60 MIN GRADE'D' Wi‘ STEEL FASTENERS MIN CLEARANCE Q rimilawAsimisir 1I /- . BUILDING PAPER OVER WRBAT BASE TO �/ 703 Broadway Street, " " PAVEMENT -„.'t a RAINSCREEN OVER PT 2 X 6 SILL PLATE 11"116... .. Z-MAX COLUMN / ? ai WOOD SHEATHING Supe 5")O EXTEND 1"PAST TOP \ BRACKET SLOPE a a 1000E1HW WRAPPED WITH WRBOF CONCRETE ALL PT FRAMING MIN � FIBER GEMENT I �� Vancouver, WA 98660 INSTALL BUG SCREEN 1 1/2"OFF CONCRETE j d SMOOTH PANEL II PROVIDE PT FURRING/ � �. . � _ � .. / FOUNDATION 4 SIDING FRAMING TO MAKE 4"MINIMUM TO FINISHED GRADE ": . a 4 OR 2"TO PAVEMENT UNO <' _' PT 2 X WOOD BASE TRIM --..,,,,-�/ WEEP SCREED Q 4 4 Q COLUMN REQUIRED NCHOR RAIL THROUGH " ;'4 / a I DIMENSION G FASCIA AND SOLID BLOCKING FOUNDATION WEEP SCREED ''- BUG SCREEN V • ' PER USES 2" LFJ#RANCE AT ' < • WOOD CORNERS �� REQUIREMENT, HOT DIPPED OR STAINLESS = ' ' ' BASE FOR TRIM TO NOTE: IF COLUMN IS STEEL BOLTS AND WASHERS PAVEMENTt OUT AROUND .._..._...... :.. i .__...._... < .:a ; = / POST, AIR VENTS AS ....._.._..iit_...____I I I._.._....__.... l ._.... _ H : I .__...__... . f PLAN OST SET IN SEALANT 4 = SHOWN IN BUILT-UP WOOD SEE 16/A8.03 FOR ..._.a ; ;...._.__.I i I -...._...._.. � •. COLUMN DETAIL 15/A8.07 ADDITIONAL 19 STONE ON FRAMING 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 6" a INSTALL 1 PIECE INSIDE 6 69 CORNER FLASHING 1-PIECE METAL SADDLE WRB FLASHING OVER WALL SELF ADHERED BASE FLASHING \N q" r^ MEMBRANE FLASHING ` INSTALL 1 PIECE 4" PLACE SEALANT rk" MIN m TO SEAL EDGES 4"x 4"WALL TO DECK �� DECK TO WALL FLASHING Q OUTSIDE CORNER FLASHING,OVERLAP JOINTS / + !! PER DETAIL 6/A8.07,BUTT FLASHING MINIMUM 6"AT STRAIGHT SEE STRUCTURAL ,�i TO WALL&EXTEND BASE WALL WALL %ALL WALL RUNS OF FLASHING FOR RIM AND fir- �i OAATTE ED opo BLOCKING REQUIRED co PLACE SEALANT / ` ,l TOP OF FLAS INC TO �'�,,. , . .. ',",.- o TO SEAL EDGES � li,i.1 -=— __--- --- - '�11 PLACE BEAD OF la 411 N __ m1 dIIIIII! SEALANT BEFORE WWALL =_ __ _ N �I 00A.,1114 i ��'' N 1PT 2 X JOISTSch �mitopr,-..)R INSTALLING INSIDE ��0 �,� N.s%, r �� CORNER FLASHING �O`i�',i o „ -I tr � .��` ��ii � BRll�ld R.FLEIdR/ %% \� `�>> oii ire p PLACE BEAD OF ,�I ,C%/����,�� �.•�� o SEALANT BEFORE ��/j%`?.- Vezio f"'.20 rz INSTALLING OUTSIDE _► ...� i! �� • R !a PLYWOOD DECK,SUBSTRATE 44, / - µ ....._. "�' !t SEE STRUCTURAL FOR leiRTLAND,OR CORNER FLASHING %•• ,C -M;; ". ._. ; !i CONNECTION DETAILS 4 4” y ,���".._...'-._..''. \ 4.I II PT 2 X LEDGER O+ 0 . l `� 1 DESHEATHINGWRB EXTEND TO ABOVE I` PT PLYWOOD FURRING * �� ` CK STRIPS 112 X 1 1/2 X WOOD SLOPPED 41 WOOD SLOPPED *404 LAP FLASHING OVER DECK TO ABOVE WALL LEDGER HEIGHT AT CAP ' 1-PIECE INSIDE �' 4 , CAP ��►� CORNER FLASHING FLASHING EVERY LAG. Exterior Details ♦0���� MINIMUM 3"AND SET FIBER CEMENT SIDING WOOD SKIRT TRIM WOOD SKIRT TRIM '�' • ����� ' .0 ►� `► �j�i A \ IN SEALANT THIN BRICK/STONE VENEER '414 �►........, �� THIN BRICK/STONE �,; _- ----k--- \ SIDING NOT SHOWN FOR BASE , / VENEER BASE _ \ CLARITYABOVE •• \4 *4\ . N DECK TO WALL FLASHING STEP 1 STEP 1 .► t 6 DECK FLASHING - INSIDE CORNER 2 WATERPROOF DECK COATING _' NOTE: 1-PIECE CORNER FLASHING ' • $�►�,►`r `,� . — NOT TO SCALE NOT TO SCALE — 4 MAY BE INSTALLED OVER FLASHING �' '` " _�. A8.07 A8.07 LAP WRB OVER ! N�"`� -.- C9 Ilk AS SHOWN IN BELLYBAND FLASHING • • • 0 FLASHING 1- DETAIL10/A8.06 w �,�. r_ PRE-FORMED o 4 `''--_--;-_ EDGE OF WRAPPED HALF-BOOT ------ A TRIM PIECE#2 � \ 2-PIECE U TYPE C FLASHING SEE HEAD �"It - �;,_ •'�_-.-_`fi COLUMN,SEE SECTION A m LAP FLASHING OVER 4" FLASHING DETAIL 2/A8.06 01.‘ c 1 PIECE OUTSIDE WRB WRB WRB WRB ��� -`' \` FLASHING BOOT I CORNER FLASHING ,� /� + , O \� AROUND COLUMN j m MINIMUM 3"AND SET �.' / , PIECE#2 IN SEALANT .' lilt ___ MINE 2" VERITRIM PIECE \ � ! ,/! v • s I II ' -- !,/ ! POST TO DECK caner Revisions I !AI I #1 IN THE DIRECTION OF , 4 03.21.18 O N ` ' I4W SEE DETAIL �' fit/ i t WATER FLOW < {� ii WRAPPED WITH as .' ► 19/A8.07 ./ i f `•� d yam 3" i1 i x # Date Description ,////_ WRB .. . ,' 1/��. ��� . { ...... "' !�' Revisions ��EY► ' PRE-FORMED HALF-BOOT 9 A8A7 !�, F 15 2017 a. \, 4114�iirr'I�� IAP WRB OVER -"`' d TRIM PIECE#1 ••4 .0\N / !!/7! Date February N. ' �it, // FLASHING ,� F� '� co � THIN BRICK/ 4 , ! ��` EXTEND BASE COAT VERTICALLY ?BOOT AND DRIP FLASHING: DRIP FLASHING OVER BOOT BB DG NE �` STONE VENEER -/ ° DECK *041> ! N`. i AT OUTSIDE CORNER O 111111111%64" `.y TO TOP OF FLASHING -- '"----..� i Designed By 03 �' ir , MORTARC %/ `_ SETTING BED r N► / �/. DG NE NM LAP FLASHING OVER ''� NE, `� � 1 PIECE INSIDE � � �"' I ° CORNER FLASHING , SCRATCH COAT ' �•*"� j Drawn By o WOOD SLOPPED :- ' MINIMUM 3"AND SET METAL LATH-SEE DETAIL 19/A8.07 WRB OVER PT PLYWOOD ' " / KJ co CAP , . 4 ' , IN SEALANT ► FOR FASTENING REQUIREMENTS SHEATHING SEALANT 3 MIN <> ./ S EACH SIDE OFChecked By z �� DRAIN BOARD/RAINSCREEN TRIM PIECE#1 ii‘orpo" "MIN i co � �' / 17857 C:7, WOOD SKIRT TRIM %pii I► MATERIAL i C" 4 WOOD SLOPPED (2)LAYERS 60 MINUTE GRADE'D' Project Number NEW > THIN BRICK/STONE Pr CAP BUILDING PAPER OVER WRB SHEET cc VENEER BASE t * OF NEW Z: STEP 2 WOOD SKRT TRIM STEP 2 SECTION AA DETAILS - ., c,) OUTSIDE CORNER THIN BRICK/STONE � INSIDE CORNER COLUMN FINISHES NOT 0 M VENEER BASE SHOWN FOR CLARITY Ft) Sheet Number _ a; 17 STONE TRIM FLASHING (WATERTABLE TRIM) 9 BRICK/STONE VENEER INSTALLATION 5 COLUMN AT WATERPROOF DECK COATING SYSTEM Copyright 2016© 5 A8.07 NOT TO SCALE A8.07 NOT TO SCALE A8.07 NOT TO SCALE been reduced is accordin ngl36", s,it has a) ft o 0 o a r_,..„,„.....,,,,,,,,, . , GARAGE GARAGEVA" 4' yz I 01 FLOOR LI SLOPE 118" PER 1'-0" 1 0'-0"01 FLOOR — SLOPE 1/8"PER 1'-0" 10,-0 ,a° - - c .,"a '• '.d - - .- -° - a ., .d°- a. - 11° " _ - • — = FIRST FLOOR TOP SHEATING — _ Y — a ; =� .. - = rIRST FLOOR TOP SHEATING Otak Architects, Inc 9'-10 112" EXTERIOR FOOTING, 9'- 10 112" ° a- ♦�♦�♦♦ ♦i♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦�♦♦♦ ♦♦♦♦♦♦♦♦♦♦ 4141♦♦♦♦ ♦•♦ 4141♦ 4141♦♦♦♦♦♦♦♦♦ ♦ ♦ 4141♦♦♦ ♦ ♦A ♦ ♦♦4441♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4141♦♦♦♦♦♦4444♦♦♦♦♦4141♦♦♦♦4441♦♦♦♦ 808 SW 3rd Ave, Suite 300 SEE STRUCTURAL �.- Portland, OR 97204 _ BASEMENT TOP OF PLATF _ - ` BASEMENT TOP OF PLATE '.. .... ....... . ........ ... . .. . ... .. .. — — n Phone 503.287.6825 EXTERIOR FOOTING, 8'-9 314 8 -9 314 Fax 503.415.2304 SEE STRUCTURAL °_• _ — , °dnTOP OF CONCRETE Lp 1'-4" 1'-4" 1'-4" 1'-4" Illi -r"; . ,is - iD • �I STEMWALL a 1 1'-4" 1'-4" 1'-4" 11-4" c� TOP OF CONCRETE ! ! ! ! 046 u, < ` _ N. STEMWALL • \ \\ . \ LINE OF GRADE BEYOND — \ \... a \ \. o • i \ OPEN . \\ \ 1 5' N OPEN OPEN N River Terrace ° q \ S OFFSET FROM SOIL. iv LINE OF GRADE BEYOND \ ° ; 4 :, \ UNTREATED WOOD TO °d° \ \. BE PLACED AT LEAST �: 21A •\ \\ 1' 6"AWAY FROM SOIL LINE �' i \ \ \ East ;d . - - .r '1.-4 . a. \ :� _ - a' - 6"OFFSET FROM SOIL 26 { ( °4 ° Z• ail. •_. \`\co UNTREATED WOOD TO \ ..4 - "_ '° Y\ BE PLACED AT LEAST Condominiums - - a 1� ° � - � - ' •° -��s __ - `� 6"AWAY FROMSOIL• N OPEN ° SW Roy Rogers Rd. 3 , : STEPPED FOOTING, m � - N _ _ , • � w 9 Tigard, OR 97223 a4 • • \ , �: °-0 , q 4d°, ° ems5EE STRUCTURAL 11S5.1 :' ' • ` • \ CONCRETE PONY o \`AM CONCRETE PONY WALL ° d. :� ` • N _ WALL STEPPED FOOTING, a 4 a °� \4. o :,,N.:: K :4\ a AT STORAGE $ a':d ° - SEE STRUCTURAL 1/S5.1 v a° r3 ;. ° a.. -. d` , r d . .• . a ��° N N a ° .d •• °a °\. ° \ N l'-6r _ �.• d-1,-S". - b, _ BASEMENT TOP OF SLAB ` BASEMENT TOP OF SLAB Akin 3_ rib -A.. • `a ._ - °°A ° q° O'-©" ._.�. rl L .d., . a, • -. , - - es • ,�'', 0'-O„ SEE PLANi I Polygon Northwest SEE PLAN ! / 703 Broadway Street, Suite 510 Vancouver, WA 98660 2` A NEW SHEET OF NEW DETAILS NEW SHEET OF NEW DETAILS 3 CRAWLSPACE SHEAR WALL 'C' 1 CRAWLSPACE SHEAR WALL 'A' A8.08 SCALE: 112"= 1'-0" A8.08 SCALE: 1/2"= 1'-0" • 0 2GARAGE Q. d pa SLOPE 118"PER 1'-0" 01 FLOOR ori / 10'-0" L _ ' _'CD . ' ° 4 i ...1..4, ,; A -11, ° _ : d q _ �IRST FLOOR TOP SHEATING d, °- _ 9'-10 1/2" EXTERIOR FOOTING, 9 • 414 44 V 414141 • • ) re cv SEE STRUCTURAL - CV — 4 • ° \ • —o BASEMENT TOP O8 PLATE 314" NI' 3720 el ' :"MI N 1'-4" ji, 1'-4" dir 1'-4" 1'-4" SRIA f ,F�, EI co 2 • STEMWALL CONC.co15 • 50‘SZlie • ti ••- . 1%1 TLAND,ORA.c.\* '-, -..:'nL^ , Llv S" ' 0. , " A f X` „,:,.,.1",-- «f \ / , d b ' 1 1/2” LETTERING LINE OF GRADE BEYOND \ \ I t OF ° � ' \ o I OPEN I OPEN c � p � : 1" LETTER G, U � �' i N �� \ 3 -�\ f • ( ' __ • Craws ace • k v - . , 444' gy,pp�, ' -� 4,.4.,-._,..,..,.,:. • -.....7..,1 } a ,grc em' ;- .§- � pg . . - \ \ \\ .r .� azE s. } �°'L''''''''''-' x}a rr =ak ` 7. .'+. ,, d.. 1 c re • z _ \ ` N f... -.= -„,^. ,-, ,,,;� g x x A 5 NUMBER, 1/32” RAISED TACTILE, BLACK ° a ° - s 19 Shear Walls � a�} 4,3 � STEPPED FOOTING, d • b�� -�- • x SEE STRUCTURAL 1155.1 d - a .• _ 4,4 . 'e - a , •-, a- - .• " , 55--... \\\ "� EN �_ A$.12TYP } X4' "s w .w .., .. P - ° ;<° `4 a •Pd - - , ? N. \ =. ,- GRADE 2 BRAILLE a " \ �� �" 1 ..1-1„Aucz F €' ,.,h. r _° K .fit A .•d _ x - e 4 _ .- e_ \ 1' !°. °/'` CONCRETE PONY • 8v. � „ 1„ LETTERING, UNO a' a --�x , 1 A § a a 'a •d•, ea N. ti °\ a `'a< WALL V � ' $ �'i A '. F3r x' � LG M'Sfv :1,-; .' — a a .d' 'r--6• \ r � - • w = Xw3 ^3i. a Y'a - y x fi ..., '-•-d 1 a- - <. -•d °; q \� • ' CO ' Mr ` � , F A SIGN SIMILAR TO THE EXAMPLE SHOWN ABOVE WITH : , • ` ° `y CD � b^ � �*P qx . ` CORRECT STAIR DESIGNATION STORY DESIGNATION, " b- P _° �' , - - - - c ''-'' r .:. � �a �a ----- sa Vi xr �_ • DIRECTION TO, EXIT DISCHARGE,AVAILABILITY OF ROOF I — _ _ — _ _ 4 =. a �- BASEMENT TOP OF SL) m ACCESS FROM THE INTERIOR EXIT STAIRWAY AND T a a 0'-0" mw P o° 4 03.21.18 Owner Revisions TOTAL NUMBER OF FLOORS ALL FOR THE FIRE ;4- DEPARTMENT BUT ALSO INCLUDED IN BRAILLE PER ICC ° - •, °'� 2 07.13.17 Plan Check Responses ro A117.1,AND MEETS THE TEXT REQUIREMENTS PER H 1022.9.1, SHALL BE LOCATED AT EACH LANDING OF # Date Description a) INTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO BE I Revisions 5'-0"AFF IN A POSITION THAT IS VISIBLE WHEN DOORS E ARE OPEN AND CLOSED. CHARACTERS AND THEIR February 15, 2017 a BACKGROUND SHALL HAVE A NON-GLARE FINISH AS SEE PLAN Date in WEL AS SHALL CONTRAST WITH THEIR BACKGROUND ! ! WITH EITHER DARK CHARACTERS ON A LIGHT 0 2` BACKGROUND OR LIGHT CHARACTERS ON A DARK 2N Des geed By ti NEW SHEET OF NEW DETAILS BACKGROUND. SEE STAIR PLANS FOR PROPOSED NEW SHEET OF NEW DETAILS STAIR IDENTIFICATION SIGN LOCATIONS. 2 CRAWLSPACE SHEAR WALL 'B' DG, NE,NM o r Drawn By o 01111 •CA = A8.08 SCALE: 1/2"= 1'-0" KJ 5 en z Checked By , co 17857 N Project Number NEW a-. SHEET CC , M , o BEFORENUBER `cam) 2 8 • O8 A8.06 Q m Sheet Number ii Copyright 2016 CO it If this drawing is less than 24"x 36",it has } been reduced.Scale accordingly. a3 cc 2 x WOOD FRAMING MAY BE USED IN LIEU OF METAL FRAMING- MAINTAIN HEAD CLEARANCE n - 4 1-HR RATED 10 115/128" 4, i 1 _ Nie CEILING "EFER TO PLAN AND COORDINATE W/MECH / PROVIDE SOLID BLOCKING AT ASSEMBLY it- PLYWOOD FLEXIBLE \ / SOFFIT FRAMING,TYP r 1 1/8" I 1 All i ° e TYP AT TREADS NOTE WATER I • C CAULKING AND RELATED MATERIALS SPECIFIED IN UL CONNECTIONS I I ) I 1/4"X 3"LAG OR SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE I I 1 EXPANSION BOLTS 0 Z ,-;•,-- - ,t,,,,,,,,,,,,4.- 1 1/2"PLYWOOD TYP REQUIREED FIRE RATING. ' (OR APPROVED • Pir010 a 0 ..., co r= SEE III AT RISERS I EQUAL) . , 1 /I w ° U./ Ili SECTION III * UL SYSTEM NO WL1001 AT METALLIC PIPE el co co co OR CONDUIT CONDITIONS I I V STRUCTURAL z , <-> 3/4"X 24 GA. WALL MEMBER Otak Architects, Inc ROUGH OPENING= PLUMBERS I I I, 5 ' v I i , • ( -- d7 .0 * UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR a. = i\ I I DOOR SIZE+3/4" TAPE(OR 808 SW 3rd Ave, Suite 300 w CONDUIT CONDITIONS 1 ,--„,---, ...- -.. , 4"X4"BUTT HINGE WELD APPROVED 0 Portland, OR 97204 ow I \I N" ' PIPE RISER TO DOOR AND FRAME EQUAL) IN I I I Phone 503.287.6825 .- I A . Pil ' MECHANICAL STRUCTURAL DUCTS,SEE . 1"Xl"A 1/8"STEEL -- Fax 503.415.2304 WALL / I • ANGLE DOOR STOP .-- MECHANICAL 1 , ' MEMBER /ti 41v1E/TAL ANGLES,TYP ' ••••••••mow ...i, BLOCKING STRINGERS,SEE \-\4- 5/8"GYP BD ON 7/8"METAL HAT AT SOFFIT STRUCTURAL • -_--1 lit Till"."--1' CHANNELS AND 2 1/2"METAL STUDS FRAMING --. ' I I AT 24"OC W/METAL TRACK TOP& BOTTOM SUSPENDED FROM __,_4______ ` , ma FPX11•11 =MIA --I --- River Terrace , . (2)LAYERS 5/8"TYPE f•••••EmismommrsAliMM MIIIMINNEmminammin CEILING AND WALL FRAMING - ,-- , • ' "X"GYPSUM BOARD AT --- 12:_] E3 FIN FLR UNDERSIDE OF STAIR CX-, - •-- r 40 NOTE: e ------„--- SEE AND LANDINGS,TYP SEE PLAN 2"X2"X 3/16"STEEL 4" /';',/ Y/'2 //7----,777 /A' PLAN 1111 SEE PLAN ANGLE FRAME DISTANCE FILL SPACE BETWEEN WALL East FROM AND WATER HEATER WITH WALL 2X BLOCKING WITH CUSHIONED FACE 20 SOFFIT AT MECH DUCTWORK 16 INTERIOR STAIR RISER 12 PLUMBING PENETRATIONS AT 2-HR WALLS 8 WALL ACCESS PANEL DETAIL 4 WATER HEATER STRAPPING Condominiums A8.11 SCALE: 1 1/2"= 1'-0" A8.11 SCALE: 1 1/2"=1'-0" A8.11 SCALE: 1 1/2"=1'-0" A8.11 SCALE: 1 1/2"=V-0" A8.11 SCALE: 1"=V-0" SW Roy Rogers Rd. Tigard, OR 97223 ILIIIIIL J V 1L • N .:,, .... .., ----41•PP---- •NOTE • .,_ SEE PLAN r- - I 1 ,....80111111111111111111116.... I CAULKING AND RELATED MATERIALS SPECIFIED IN UL = , isimmomma NAILER AS REQUIRED 1 1/2"DIA CONTINUOUS SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE ROOF/CEILINGz• 0 F.. 1/2"PLYWOOD •4 I I 11 STAIN GRADE WOOD HANDRAIL WITH METAL REQUIREED FIRE RATING. FRAMING SEE STRUCTURAL 2 Q 0 i INSULATION BAFFLE,TYP BEDROOM '''. .: _. -. CLOSET Ico 1-- ,„-, I1 1p,IWI SEMI-RECESSED FIRE * UL SYSTEM NO WL1001 AT METALLIC PIPE - ,.„ . < . 1,1 1/2" SUPPORT BRACKET AT . iv ' DOUBLE 2 x UNLESS OR CONDUIT CONDITIONS Lu AH TBIIV-BIY\IES'ITALL 1 CLR 6'-0"OC MAXIMUM NOTED OTHERWISE ON tY i 1 R. z 1 x 3 TRIM,PAINT ' //' STRUCTURAL Polygon Ili 1 PER ii 1 p*ipEULR:YESRTEM NO WL2003 AT NON-METALLIC PIPE OR li g DRAWINGS re D ,°. /1 ' MANUFACTURER'S a. CONDUIT CONDITIONS z < < :. i- ; INSTRUCTIONS 2 X 4 BLOCKING FOR % 2 2 !:LIJ 7- b: Northwest ci ' 1 HANDRAIL SUPPORT Z\I (-) BIFOLD DOOR TRACK Fe D Z ---------'-.--- •-- ;- /.: 703 Broadway Street, u-1 Z i4"%.--Al , ATTACHMENT,TYP 1III,1 illills :gdi , 1 1 II 71 C7) -1 vkli.., . ri..._...........______ Suite 510 ,I WRAP FRAMED I 1 i ...." II , a . ,. , 1 • • • . . m m. 1 Li , OPENING W/5/8" 111 1 • Z ui • • • Vancouver, WA 98660 1.- I 1,. II , TYPE'X'GYPSUM I 1 (2)2 X 4 BLKG 7 1' Al I BOARD TO MAINTAIN 1 I 1 1 8 co <> AT EACH END N'''' '---- GYP BD @ JAMB BEYOND ,0 XN IC);- 20"X 30" 1-HOUR VERIFY /I 1 HOUR ASSEMBLY I II < . -"`-----_, 14‘' 41 Mar 1 INSULATION 1 I 11 1 cz. 1 in RATED PRE- BIFOLD DOOR • MangintiMi $21 I C ._.,, MANUFACTURERED SEE SECTION ACCESS HATCH BEDROOM CLOSET _ ._,JI ,---"1"11111111 11 illil.l. I I SEE PLAN SEE PLAN li lalir I TOP OF FEC TO BE 41-6"ABOVE FINISHED FLOOR 19 SEMI-RECESSED FIRE EXTINGUISHER CABINET 15 INTERIOR STAIR HANDRAIL 11 PLUMBING PENETRATIONS AT 1-HR WALLS 7 RATED ATTIC ACCESS HATCH 3 INTERIOR BIFOLD DOOR HEAD A8.11 SCALE: 3"=V-0" A8.11 SCALE: 3"=V-0" A8.11 SCALE: 1 1/2"= V-0" A8.11 SCALE: 1"= V-0" A8.11 SCALE: 3"=V-0" 26 GA METAL DUCT-FIRE 3/4"MIN WOOD CAULK PENETRATION AT SHEATHING UNDER TUB FIRE PROTECTED/ 1-HR PROTECTED TENTED GYPSUM BOX, - ----7-1\n— (2)LAYERS 5/8"TYPE'X'GYP BD ON .„ SEE MECHANICAL'TYP WR 5/8"TYPE'X'GYP BD ' 2 x BLOCKING AT JOIST BAY ENDS, -,, ,. TUB/SHOWER AROUND TUB AT RATED .\ I SEE PLAN 2 ENCLOSURE WALL ONLY,TYP ><-' , ON 2 X FLAT FURRING AT FLOOR •' ., - < AND ON SIDES OF FLOOR JOISTS SEE SECTION BEDROOM ,,, Lo .. r - OUTLET BOX TYP • - ,I) — ., : .. ifl FILL VOID BETWEEN DRAIN 2-HR WALL, N. CLOSET ,.. PIPE PER UL SYSTEM NO. \ ', , SEE PLAN , co co F-C-2204 \ * — , . , _ • 'i); ')>-; 7/). '//2 s'*),/, />,/ ‘)) ' :2 ///' ,;/ -;2/ DOUBLE 2X UNLESS '(.61 3/4"PLYWOOD OR I&.\ . Fl OTHERWISE NOTED ON „ ' • ID t r,. SEE SECTION 1> NONCOMBUSTABLE , . , -- z STRUCTURAL DRAWINGS cv 5/8"GYPSUM BOARD \ APPROVED ,- f / • Cs1 PATCH PER UL ' — FIRE STOP AROUND 0 *S4 . , , ._ I'-` 41111111 , cn , 'z - ' P, , SYSTEM NO.F-C-2204 --..„„........t .... ' , X X 1r RAMBTRAIONN,ETYP <> <> .-, ,,• -,`i - - sr Ap LE LN ME TE ii r---- 1 _ YBRIAN3E17.2F°11ENER% BYPASS DOOR TRACK va il FIR---100- <> • 2 eL • ' . ra , zz ,,,„ .,,,,, zz, p'. //,,/, , / 1 zzy,a// A • 41 14 I 1* 0 •-• „ 1/4"---4- e‘. ,/\. o P-TRAP AT t.- -2 t'LiI 10 , 2 -1 t4e4ORTLAND,OR 6.k. a_ DRAIN ' < , - ,J. b i-- LOCATION ___/ ., SEE PLAN i • - i z - 0 N K ' = H - N i --.-i •L' OF OW t 11141111"PirIP illIMPITIPIP VPIPIP,VPIP V, . , SOLID STUD FOR NAILING w 1 x 3 PAINTED TRIM / IV ir V4 F4 '-: . AT WALL INTERSECTION , = pj.,._ --I , ><..ift, / 1 X i PAINTED TRIM , SEE PLAN -5---9 , TYPE'X'GYP BD • EXTEND(2)LAYERS OF 5/8" TYPE GYP BD PAST 1/2"x 3"NAILER BLOCKING AT FLOOR „.„....,;>.„-- BYPASS DOORS Interior Details TYPICAL FLOOR JOISTS, *,>‹,: CONTINUOUS BEHIND , RESILIENT CHANNELS TO GYP FRAMING AROUND FAN, / STUD AT INTERSECTING ,-.1 SEE STRUCT BD CEILING,TYP ALL SIDES TYP GYP BD JAMB-TYP PARTITION , • BAY FIRE CAULK AROUND FAN, t TYP v ELETRICAL/MEMBRANE co . • T; 18 PLUMBING TRAP AT TUB ENCLOSURE 14 2-HR WALL INTERSECTION io PENETRATION AT 2-HR WALL 6 FIRE WRAPPED JOIST BAY AT BATH FAN 2 i INTERIOR BYPASS DOOR HEAD -, - A8.11 SCALE: 1"=I'-O" A8.11 SCALE: 1 1/2"=v-0^ A8.11 SCALE: 1 1/2"= f-0" A8.11 SCALE: 1 1/2"=V-0" A8.11 SCALE: 3"=1%0" z U. w 0 0 • o3 el 1 co 1-HR ENCLOSURE:(2)LAYERS 5/8"TYPE EXTEND ATTIC , FINISH SURFACE X DC GYP BD W/FLAT 2 x 4 FRAMING AT INSULATION OVER .-':7 7• , • l TOP AND ALL SIDESENCLOSURESEE PLAN ca , ' 0 TUB/SHOWER X, , . . -- - ' - ENCLOSURE ' OUTLET BOX,TYP - A I '' JAMB SIMILAR-SEE # Date Description III _ : _ 8 SEE \\\\ ill ii i ire ii a SEE PLAN PLAN ... n : \I ____-:;----------_,j _ STRUCTURAL Revisions HEADER SIZE 5 SEE 18/A8.11 FOR > 1-HR ' — -,- INFORMATION AT APPROVED0 , ' \ : February 15,2017 WALL FACE OF FINISH AT a. THIS LOCATION • NONCOMBUSTABLE irfr PERPENDICULAR Date • f•-• FIRE STOP AROUND .4. _. ,,,-7- • tr) -1— ._.–,1 • • JAMB CONDITION co • . ALL MEMBRANE TYPE'X'GYPSUM BOARD 0 (---- iTh (- ---- BB,DG,NE - ' ' CONTINUOUS AT PENETRATION,TYP ,,_.„--',.....,„:„--'>-' _.,_„-.:-7--.000 1 x 3 DOOR a . ?: , 'lir— Designed By • CASING,PAINT o ' 1 INTERSECTION OF • LIci51 TYPE'X GYP BD AT RATED WALL AND NON- , . a. o RATED WALLS TO BE RATED WALL b Lu - I- — -1 • DG,NE,NM SEE PLAN 1 1 . co , I 03 CONTINUOUS BEHIND . iv N : I I Drawn By -5 ,'111 TE=WpEER c.) ><%' ' moce t I I , DOOR CASING,PAINT KJ • , ' 7 '5 PROVIDE 3/4"PLYWD SEE PLAN r-i • i __} I Checked By z UNDERLAYMENT i INTERIOR DOOR, NON-RATED • co „ _I SEE DOOR 17857 TO. IIIII _ __go iell UNDER TED,TUBDOUBLEFOR LAYER1-HRWALL 2x-CONTINUOUS SCHEDULE Project Number • WOOD FLOOR!c.4 _____\/_______ SEE SECTION • N 5- BLOCKING @ ROOF w =115 5.:=... =II I I IIIIIIIILIIIr CEILING ASSEMBLY 1 FRAMING MEMBER,TYP re • FIRE CAULK AROUND EXTEND ENCLOSURE GYP A811 • co BD TO CEILING GYP BD, • cn RECESSED FIXTURE,TYP _ 2 • ELETRICAL/MEMBRANE TYP ALL SIDES Sheet Number - FP __ iii 17 RATED WALL & FLOOR A'T TUB ENCLOSURE 13 1-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. A8.11 SCALE: 1 1/2"= I'-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: 3"=f-0" If this drawing is less than 24"x 36",it hasbeen reduced.Scale accordingly. - 5 ma' ♦ • 2 X 6 FRAMING O• ♦ PRE-FINISHED _ ... . PER STRUCT PREENGINEERED WOOD PLAM SIDE AND BACKSPLASH NOTE: u_ •♦ 1 1/2"x 1 1/2"STEEL CORRIDOR • -; SEE JOIST-SEE STRUCTURAL - TYP(UNCOO)■ PLAN GYP BD SHEATHING @ JOIST GARAGE DOOR ( ) DETAIL IS INTENDED FOR a HORIZONTAL RAIL SPACE CODE REQUIREMENTS AND `r PRE-FINISHED SEE GARAGE DOOR METAL SUPPORT r, PLAM COUNTERTOP AND w , � � DESIGN INTENT,EXACT ��-- VERTICAL METAL RAIL SECTION `_ PERFORATED •• ANGLE FASTENED TO FRONT EDGE-TYP DESIGN AND CALCULATIONS ru MID-SPAN • INSTALLATION ANGLE vv\ CEILING ANGLE PER iww. ;,, ='TO BE INCLUDED IN -� STAIR FASTENED TO MANUFACTURER'S PRE-FINISHED INS r ; DEFFERED SUBMITTAL SHOP3/4" PREENGINEERED ,' REQUIREMENTS WITH t om . _ n. SQUARE STEEL BAR :: MANUFACTURE'S - DRAWINGS VERTICAL PICKETS, ; . SEE STRUCTURALX \ WOOD JOISTS OR ♦ - -- BLOCKING PER 2 \-,, IncVIBRATION ISOLATION - � OPENINGS BETWEEN _ � . - INSULATE WRAP PIPES AS Otak Afi ChlteCtS i �+- PICKETS TO BE LESS MANUFACTURE'S NOTED ON INTERIOR ¢ KIT OPTION WELEVATIONS THAN 4",TYP lr REQUIREMENTS y , U " " " " 8 SW 3rd Ave, Suite 300 ,i __, � . - - �. .. ::::... // ----- UTILITY PLENUM / 1 2 X 2 X 1/8 X 1-8 LONG E 2X WOOD FRAMING ..r�:� 80 PRE-FINISHED BRACKETS AT 3'-O"OC MAX(TO Portland, OR 97204 1 1f2"x 1 112"STEELx A ;, NEXT BRACKET OR WALL Phone 503.287.6825 Z CLEAT)SCREWED TO STUDS IN HORIZONTAL RAIL � > "� 0 Fax W3.415.2304 a o WALL AND UNDERSIDE OF EDGE ALIGNED WITH 0 COUNTER-(3)SCREWS PER CARPET& ., . UNIT WALL CORNER GARAGE DOOR OPENER o ' LEG PAD �r 1X4"WOOD TRIM PAINT TO 1 J w M MATCH LANDING EDGE X...**---:- - SEE CEILING PLAN METAL SUPPORT ANGLE 0 o -� FASTENED TO GARAGE o c3 FASTEN RAILING TO FACE ;"_' i 0 c� AT LOCATIONS OF REMOVABLE OF BEAM PER MFR M r MANUFACTURER SR „/, CABINETS,SLOT CABINET BACK RECOMMENDATIONS o o »_�a o 0 0l GARAGE DOOR BOX PRIOR TO INSTALLATION OF ■ 7-- ' ' GYP BOARD SOFFIT REQUIREMENTS WITH OPENER BRACKETS FOR SUPPORT River Terrace n UNIT ENTRY <> V STAIR LANDING BEAM AND _ - @ MANUFACTURE'S BRACKETS IN ORDER THAT JOIST SEE STRUCTURAL VIBRATION ISOLATION KIT CABINET MAY BE REMOVABLE - 1/2"GYPSUM BOARD ON 2X CORRIDOR GYP BOARD CEILING OPTION E>< IN THE FUTURE SEE ' East -, .� BLOCKING RUN GYP PAST PLAN @ CORRIDOR VERTICAL RAILING AMA 2X WOOD 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" A8.12 SCALE: 1 1/2"=1'-0" A8.12 SCALE: 1"=1'-0" A8.12 SCALE: 1"=1'-0" SW Roy Rogers Rd. Tigard, OR 97223 PLYWOOD JOINT ------ 1/8"STEEL PLATE WELDED ON GATE GARAGE DOOR - 1'-2" -` o' i� • SEE OVERHEAD ' - WEFACTORY SHELF PLYWOOD SHEATHING UNIT • PLAN HANDRAIL _ N / 1'-0" I SEE STRUCTURAL 1 1/2"DIA STEEL TRACKS _ - _ -� - _ = EDGE AT FRONT -/ ,4' r, PIPE,PRE-FINISHED 1/8"STEEL,ANGLE GARAGE DOOR N / EDGE / ;\� " SEE TO MATCH RAILS STOP MOUNTED TO IN OPEN \ / i �► 2X4 STUD 16 O.0 SECTION WALL \ / { w ),:,*,,A111‘ , -- POSITION SPRING HINGES TO 2X4 BLOCKING KEEP GATE IN " ,� METAL = 0,14..1/1111fr-, 4' Iro, SOLID WOOD MEMBER," ' BETWEEN STUDS TOP = CLOSED POSITION 3 MAX 3 MAX SUPPORT / v� N ;' AND BOTTOM OF " ° - - - - - - -� - - - �'- ��� � SEE STRUCTURAL ''� / F' .,..., MOUNTED ON 1/8 ANGLES _ - \ - - - - - - = Z ♦ ° t ''''''"NII.� OPENING STEEL PLATE FASTENED TO _ i FRAMED VENTILATION MOUNTED TO WALL FLOOR JOISTS // N N m Polygon OPENING TO BE OR BLOCKING _ - - - - - - _ g LOCATED MID-SPAN OF • STAIR - cn PLYWOOD SHEATHING »� CLOSED PER MFR / \ ; Northwest lullREQUIRE- � / \ ( U 1"DIA.WOOD ROD ~ 1X WOOD STRIPPING AT ' MENTS I - / \ I ,_ - _ ¢ t EDGES _ i - - -` LL ¢ 703 Broadway Street, .V-----'-r_010, : ,. W �,. �_ • _ J JOISTS ABOVE / - c a ROD W ERE REQUIRED BRACKET Suite 510 ,,r/ _ ,� �, CEILING r Vancouver, WA 98660 K _ DASHED-SEE - _ = -_ F- �: "`' �' IN STRUCTURAL/ a 1x MDF CLEAT,PAINT = / A$.12 PROVIDE INTERMEDIATE SHELF UNIT • SEE _ W / - - DOOR Q SUPPORTS WHERE REQUIRED '.- 1111 , PLAN a / OPENER c • �� :r , • r/ M GYP BD,PAINT 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"=1'-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 VARIES TO CONTROLS SECTION SEE PLAN 0 - ♦ •♦ • 3,7i; ,lis ",e;') ' jl S1„ ' '),> ' ',,?) ' /)/ ' S i' '1/./ ' 'lid 'a 0 INSTALLIC. Z23 ;?3 /4”MELAMINE SHELVING PEDESTAL AS WITH FACTORY EDGE AT Lu NECESSARY TO 2 0 FRONT EDGE a, ♦ ACHIEVE 15" co a } • - `r' CY k. MINIMUM TO BO • O co 2 / J Coo "? OPENING o ♦ ♦ '," 1 - W145 DEGREEANGLE CUT ATFRONT-LOADING WASHER/DRYER , _ 3720 " .-,.--�... .. .. :... .. :_,,_ .. ., ;,.- = -..,- •� , , - -•-., .-- -. ,.,r..- : . � •= b FRONT EDGE,TYP ila, TYPE A/TYPE B WATER CLOSET TYPE B WATER CLOSET(ALTERNATIVES] :., , : ' .: . _ •f � °FLEENER 00 Lei Q ♦ : - ♦ co • z/ 04111 • 1-5 NOTE:GRAB BARS SHOWN FOR NOTE:PERMITTED WHERE LAV NOTE:GRAB BARS SHOWN FOR - �► a' �REFERENCE ONLY,ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY,ONLY BLOCKING _ REQ'D REQ'D 40"CLR 41o -1" ' TO ACCOMMODATE x to i- FIXTURE MOUNTING " ,- .- 24"MIN ♦ / , / 36 MIN / 54 MIN / .,. 18"CLR 18"CLR ,, / / r » 12" 42"MIN 12" 24"MW ; . 12" / / I /- " " �..-, ; ;, :_- ..7 FIN CLG = / X / 24"MIN MIN MAX j, 15 3/4" 15 3/4" / 15 3/4 / MIN / - . , ..:. .. .. .. .. . ♦ $+_2„t•P ca Interior Details MIN 4$' •f' - - EXHAUST DUCT ;- r, ______._.___ �_-I r, a._._.._..._____-- ,___ __.---._-._._________._.-.-----_-�,. ,.,.__.___._---__._....._�.,,� : ___-. �j ♦ •`: .... _ !_-«.'::::w: : .. _ �1� ♦ r_ I = _�' ♦ �.._ri::-_ ... {. �_.I BATHROOM EXHAUST FAN L J L' J i -- _.. _— -- J L'` J 2x SOFFIT FRAMING I i l' [ ti 0 t l t 1 lt::: t , l 1 , I, I ! 3 ♦ ♦ re I .: Lr cc) toM [fl ' . M m I I _” M 6 SOFFIT AT BATHROOM CEILING FAN 2 UNIT SHELVING �- = FLUSH �¢ FLUSH ��� -� ¢ _ = FLUSH M _ FLUSH11.111111111111 Q, co LEVER ON M LEVER ON ¢ S' cn S M M LEVER ON co c`i LEVER ON Mr _ / WIDE SIDE i t WIDE SIDEW WIDE S[DE I WIDE SIDE A8.12 SCALE: 1 112"=1'-0" A$.12 SCALE: 3i4"=1"-0" 0 6 O OF WC I o OF WC 6I OF WC I ' OF WC oc w ♦ ♦ ♦ -, �— I ♦ ♦ N. r -7 N. • p 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) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) . J s, `= 11 7/8 co TYPE A ACCESSIBLE BATHTUB TYPE B BATHTUB 41, SEE PLAN SISIDE COUNTERTOP, " SPLASH,AND - 5 ,7 ---i s J `� BACKSPLASH,TYP - ♦ �♦ I '.0 d +� NOTE:GRAB A �/ /7/ /r/• /7/ ../ / // /. < 7/ // /// /xi /i/ ///02 //e r//- ,1- i---- . , �, NOTE:GRAB ��I4.--> g BARS SHOWN 4" BARS SHOWN 4" INSTALL ELECTRICAL FOR i FOR MAX--„, CO OUTLET OR SWITCH BOX HORIZONTALLY # Date Description °' 24"MAX 24"MIN 12" L Revisions ►- REFERENCE REFERENCE / / / ar ONLY,ONLY r ' BLOCKING • I I 24"MIN ONLY, ONLY MAX i i • - EE PLAN ct REQ'D L Z t t R BLOCKING r I I S February 15,2017 F.. t t a r 24"MINIPIPIPIP" Date n iIPIPIPIPIPIPIIIP -00 I 1 i pp i 1I I � � 1� I''�I � BB,DG,NE ♦ i _t_ ti _ --- — ♦ I I __ _ - ; .. _, : : .: . : - : '- \\\: \-- GYPSUM ao o r Designed By -- „t 1', c-? t� J �T===== [ rc' _.__.__---_.___...__: ''� - t]� 5J Le _ _ IJ� WALLBOARD,TYP DG,NE,NM ~\ S L _ J ----__ L J ,,{ - SEE WALL b Z ch o r) LOCATION t`I . SECTIONS D Drawn By U r,:>....__.._....__._.-_. ♦ M ,/ OF BATHTU3 ♦ M 2 x 6 WOOD STUDS -r y J M / CONTROLS J �. J �� M FLOOR @ 16"OC KJ 1 -' t ♦ 1 .1 .� Checked By z MAX" O ♦o m ;'� ' f p o `cn ¢ ¢ FLOOR GYPSUM BOARD KITCHEN CABINET, , - '24 MAX �, 24 MIN / 12 n, .- CO ,K" W N- c� FOR RATING TO BUTT SEE PLAN REFER TO INTERIOR 17857 103 '� J CO TIGHTLY TO WALL TOP ELEVATIONS FOR cv J O¢ '`W uQl O¢ 6 u6 PLATES NON-RATED Project Number Si U s`' [>: ` WALL ADDITIONAL co ♦ ♦ DOUBLE 2 X TOP PLATES (�` INFORMATION w TYPE A/TYPE B TYPE AfTYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B - • J — ♦ - A8 1 2 - - BATHTUB (CONTROL WALL) (HEAD WALL) BATHTUB (CONTROL WALL) (HEAD WALL) • - co Number 2 (BACK WALL) (BACK WALL) °° 17 FIXTURE MOUNTING Copytght201 iU 5 1-HR FLOOR/NON RATED WALL INTERSECTION 1 UNIT KITCHEN BAR Copyright 2016© SCALE: 1 1/2"= 1'-0" SCALE: 1"=V-0" If this drawing is less than 24"x 36' ft has ' A8.12 SCALE: 1/2"=1'-0" A8.12 A8.12 - been reduced Scale accordingly.