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Plans (3) BU P2017 -00019 2 0F 2 ,:,,,, .,, ,..i.:.„, , ,, , „, s p 4 . , .., , , , ril 5, fo'''' ::',': ;•:' 0_, a -' r A t, 177 rAP - 1 i w. 4sr 7 A :7 .SZni.,:PA, '''': A. Otak Architects, Inc t,::. 11111a ON :,,,- is- .. .: ; .. -.. _ , ., ,. �"�' .. � .. .•:,. ., ° �° r a.,�,.4: fax,, , �-: n•:z � 808 SW 3rd Ave, Suite 300 © Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 PROJECT TEAM DRAWING SHEET INDEX VICINITY MAP River Terrace East ,,;.? E :', -------- - - OWNER/DEVELOPER CML ENGINEER STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS 0 : 1 Condominiums w S.01 COVER SHEET A0.01 COVER SHEET-CLUBHOUSE \z/z/ 'OL GeN NO-THWES OTAK, INC. S1"1 GENERAL STRUCTURAL NOTES A0.02 SITE REFERENCE PLAN East - Clubhouse 703 BROADWAY STREET, SUITE 510 808 SW 3RD AVE, SUITE 300 S1.2 STATEMENT OF SPECIAL INSPECTION A0.10 CODE SUMMARY&LIFE SAFETY PLANS y VANCOUVER,WA 98660 PORTLAND, OR 97204 S1.3 SCHEDULE AND NOTES A1.01 CONSTRUCTION ASSEMBLIES 7 �I PHONE: (503)221-1920 PHONE: 503.287.6825 FAX: 503.415-2304 � �y � East Side Of SW Roy A S2.0 FRAMING &SHEAR WALL MAP A1.11 SCHEDULES NI, Y CONTACT: CHRIS WALTHER CONTACT: MIKE PEEBLES Tigard, OR S2.1 FOUNDATION PLAN A2.01 FIRST FLOOR PLAN M�� Rogers RD, g LANDSCAPE ARCHITECT S2.2 SECOND FLOOR FRAMING PLAN A2.02 SECOND FLOOR PLAN2018 41 0 S S2.3 THIRD FLOOR FRAMING PLAN A2.03 THIRD FLOOR PLAN SVy(SCROLLS FERRY RDr------JFRIENDLY CITY OjiIGA�Q OTAK ARCHITECTS, INC. OTAK, INC. S2.4 ROOF FRAMING PLAN A2.04 ROOF PLAN LN 8 LDING p GA D 808 SW 3RD AVE, SUITE 300 808 SW 3RD AVE, SUITE 300 PORTLAND, OR 97204 PORTLAND, OR 97204 53.1 STAIR PLANS A3.01 EXTERIOR ELEVATIONS - - PHONE: 503.287.6825 FAX: 503.415.2304 PHONE: 503.287.6825 FAX: 503.415.2304 S3.2 STAIR DETAILS A3.02 EXTERIOR ELEVATIONS CONTACT:WAYNE YOSHIMURA/BEN BORTOLAZZO CONTACT: GABRIEL KRUSE S5.1 FOUNDATION DETAILS A4.11 EXTERIOR WALL SECTIONS S5.2 FOUNDATION DETAILS A4.12 EXTERIOR WALL SECTIONS CONTRACTOR TRANSPORTATION ENGINEER S5.3 FOUNDATION DETAILS A4.13 INTERIOR WALL SECTIONS S6.1 FRAMING DETAILS A5.01 STAIR PLANS &SECTION L G OR H ES C MP NY, LLC KITTLESON AND ASSOCIATES, INC. S6.2 FRAMING DETAILS A5.11 UNIT 1.1 ENLARGED PLANS IREVISION !1I4E 3AEET, SUIT£510 610 SW ALDER STREET, SUITE 300 S6.3 FRAMING DETAILS A5.12 UNIT 2.1 ENLARGED PLANS 60 PORTAMG DETAI . ITEPROJECT SITE0 5E03 -5FAX (503)2738169LTHER CONTACT: JULIA KUHN 57,2 ROOF FRAMING DETAILS A5.14 CLUBHOUSE/LEASING ENLARGED PLAN A7.01 CLUBHOUSE CEILING PLANS Polygon A8.01 EXTERIOR DETAILS STRUCTURAL ENGINEER ENVIRONMENTAL CONSULTANT A8.02 EXTERIOR&SITE DETAILS A8.03 EXTERIOR DETAILS Northwest FROELICH CONSULTING ENGINEERS, INC. HARDMAN GEOTECHNICAL SERVICES 6969 SW HAMPTON STREET 24560 SW MIDDLETON ROAD A8.04 EXTERIOR DETAILS TIGARD,OR 97223 SHERWOOD, OR 97140 8.05 EXTERIOR DETAILS City of Tigard 703 Broadway Street, PHONE: 503.624.7005 FAX: 503.624.9770 PHONE: (503)287-6825 FAX: (503)415-2304 A8.06 EXTERIOR DETAILS e N Approved Plans Suite 510 CONTACT: FARAMARZ DEAN AZIMI CONTACT: GREG SUMMERS A8.07 EXTERIOR DETAILSn�,fF� T Vancouver, WA 98660 A8.11 INTERIOR DETAILS By �- GEOTECHNICAL ENGINEER A8.12 INTERIOR DETAILS HARDMAN GEOTECHNICAL SERVICES 24560 SW MIDDLETON ROAD SHERWOOD, OR 97140 PHONE: (503)822-5347 CONTACT: SCOTT HARDMAN, PE UNIT MIX GENERAL NOTES ABBREVIATIONS SYMBOLS 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS BEEN PREPARED # NUMBER GA GAUGE, OVFL OVERFLOW ASSEMBLY TAG UNIT TYPE PER UNIT WITH UNIT WITHOUT NUMBER FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED FOR ANY OTHER & AND GYPSUM 2 BUILDING TYPE BEDROOMS STORAGE/DECK(SF) STORAGE/DECK(SF) DECK AREA(SF) UNITS/BLDG PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF OTAK, INC. q CENTERLINE ASSOCIATION PERF PERFORATED, UNAUTHORIZED REPRODUCTION, PUBLICATION OR DISSEMINATION, IN WHOLE OR AC ACRE GAL GALVANIZED PERFORATE O2 WINDOW TAG CLUBHOUSE- 10,820 SF, 9 UNITS& 1 BUILDING-BUILDING A IN PART IS EXPRESSLY PROHIBITED. INFORMATION CONTAINED HEREIN REMAINS AED AUTOMATED GB GRAB BAR PLAM PLASTIC LAMINATE PROPERTY OF OTAK, INC.,AND RECEIPT OR POSSESSION OF THIS INFORMATION EXTERNAL GPM GALLONS PER PL PLATE, PROPERTY 1.1 1 700 637 63 2 CONFERS NO RIGHT IN OR LICENSE TO USE OR DISCLOSE TO OTHERS THE DEFIBRILLATOR MINUTE LINE SUBJECT MATTER CONTAINED HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL AFF ABOVE FINISH GYP GYPSUM PLYWD PLYWOOD 1.2 1 687 619 68 2 RIGHTS RESERVED. COPYRIGHT 2016. FLOOR PNL PANEL ADJ ADJUSTABLE HB HOSE BIB PNT PAINT Al 2.1 2 994 930 64 2 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN OWNER AHU AIR HANDLING UNIT HC-PHB HOLLOW CORE- PR PAIR DOOR TAG 2.1 -B 2 992 930 62 1 AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, SUPPLEMENTARY, ALUM ALUMINUM PRIMED PRE-FIN PREFINISHED N AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS,ADDENDA ISSUED PRIOR APT APARTMENT HEADBOARD PRE-PR PRE-PRIMED 3.2 3 1,232 1,164 68 2 TO AGREEMENT AND MODIFICATIONS ISSUED AFTER EXECUTION OF THE HDR HEADER PT PRESSURE NORTH ARROW CONTRACT. BD BOARD HOW HARDWARE TREATED, POST0 BR BEDROOM HM HOLLOW METAL TENSION 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY BDRM BEDROOM HORIZ HORIZONTAL ,� } iR 2 SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A BLDG BUILDING HR HOUR R RISER, RADIUS -i o' CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY INCLUDED BLKG BLOCKING HVAC HEATING RD ROOF DRAIN 1 1 DETAIL TAGS �� r cam'' IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. OTAK BM BEAM VENTILATION REF REFERENCE A8.01 A8.01 L J 3720 - DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND CONSTRUCTION OF THE BOT BOTTOM AND AIR REFR REFRIGERATOR BRIAN R.FLEENER c4 IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICALLY ASSUMED IN CONDITIONING REQD REQUIRED CO A WRITTEN CONTRACT SIGNED BY OTAK AND THE OWNER. CIP CAST-IN-PLACE REST RESTROOM E), A3.02 3 EXTERIOR ELEVATION TAG ° O&IrA r, cNi CJ CONTROL JOINT IBC INTERNATIONAL RM ROOM c 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE CL CLOSET BUILDING CODE RO ROUGH OPENING .c*> IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE ARCHITECT'S CLG CEILING ICBO INTERNATIONAL 1D w CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE WORK TO BE CLR CLEAR(ANCE) CONFERENCE OF SAMF SELF ADHERING OF OW 0 EXECUTED BY THE CONTRACTOR IS DESCRIBED. UNLESS INDICATED OTHERWISE, CMU CONCRETE BUILDING MEMBRANE THE ARCHITECT AND ARCHITECT'S CONSULTANTS SHALL BE DEEMED THE UNIT MASONRY OFFICIALS FLASHING 1C A5.11 1A 5 INTERIOR ELEVATION TAG a. AUTHORS OF THEM AND WILL RETAIN ALL COMMON LAW, STATUTORY AND OTHER CPT CARPET IN INCH SD SMOKE DETECTOR over Sheet RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHTS. COL COLUMN INFO INFORMATION SF SQUARE FOOT COLS COLUMNS INSUL INSULATE(D),(ION) SHTHG SHEATHING 1B 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, CONT CONTINUOUS INT INTERIOR SIM SIMILAR MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN CONC CONCRETE SPEC SPECIFICATION CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY CORR CORRIDOR JAN JANITOR'S CLOSET STD STANDARD a Ak. BUILDING SECTION TAG WORK OF ELEMENTS RESULTING IN CONFLICTS. JST JOIST STL STEEL A4.01 D DRYER STOR STORAGE 2 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT PARKING DBL DOUBLE KIT KITCHEN STC SOUND cQ PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF CONFLICTS DF DRINKING TRANSMISSION A ; OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL DRAWINGS FOR FINISHED FOUNTAIN LAM LAMINATE CLASS 1 AL, WALL SECTION TAG GRADES ADJACENT TO BUILDINGS. DIA DIAMETER LAUN LAUNDRY STRUCT STRUCTURAL o DIM DIMENSION LD LOAD SV SHEET VINYL A4.11 o 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO DN DOWN LGT LIGHT ELEVATION DATUM o PROCEEDING WITH THE WORK. DR DOOR LIN LINOLEUM T TREAD o DS DOWN SPOUT TEMPERED + 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE DRAWINGS, DU DWELLING UNIT MAINT MAINTENANCE T&G TONGUE& NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. DW DISHWASHER MATL MATERIAL GROOVE n 5 03.21.18 Owner Revisions DWG DRAWING MAX MAXIMUM TB TOWEL BAR I`1 GRID LINE/GRID BUBBLE o 4 03.20.18 Structural Revisions 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND MDF MEDIUM DENSITY TEL TELEPHONE 3 03.16.18 Pool Equipment Rm U METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF CONSTRUCTION EA EACH FIBERBOARD THK THICK,THICKNESS UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS ARE COMPLETED. EJ EXPANSION JOINT MECH MECHANICAL TO TOP OF 2 05.18.17 Plan Check Responses a) EL ELEVATION MEMB MEMBRANE TP TOILET PAPER ROOM NAME ROOM TITLE 1 05.17.17 Project Coordination o E2 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE OF ELEC ELECTRICAL MFR MANUFACTURER T/S TUB/SHOWER # Date Description MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP EDGE, ELEV ELEVATOR MIN MINIMUM TYP TYPICAL T TEMPERED GLAZING 16 OR AS NOTED. EP ELECTRICAL MIRR MIRRORED Revisions PANEL MISC MISCELLANEOUS UL UNDERWRITERS 0' 2' 4' 8' 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF EQUIP EQUIPMENT MO MASONRY LABORATORIES, JANUARY 12, 2017 a SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, EQ EQUAL OPENING UNLIMITED GRAPHIC SCALE Date ,r, AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, OPENINGS FOR EXIST EXISTING MTL METAL UNO UNLESS NOTED coMECHANICAL, ELECTRICAL,AND MISCELLANEOUS EQUIPMENT. CONTRACTOR EXT EXTERIOR OTHERWISE SHALL VERIFY DIMENSIONS AND OPENING SIZES (CLEARANCES REQUIRED) FROM N NORTH BB, KB, SM 0 o THE MANUFACTURERS PRIOR TO CONSTRUCTION OF OR INSTALLATION OF FCP FIBER CEMENT NA NOT APPLICABLE VCT VINYL REVISION TAG AND CLOUD Designed By EQUIPMENT, FURNISHINGS, AND ACCESSORIES. PANEL NO NUMBER COMPOSITION TILE o FD FLOOR DRAIN NR NON RATED VERT VERTICAL WY,ZD U 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE SHALL FEC FIRE NTS NOT TO SCALE VRFY VERIFY - Drawn By BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING.ACCESS EXTINGUISHER VS VERSUS = PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE SUBJECT TO CABINET OC ON CENTER KJ, BB MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED ACCESS PANELS WITH FIN FINISH OCC OCCUPANT(S) W WASHER DEFERRED SUBMITTALS z THE SAME RATING AS THE ASSEMBLY IN WHICH THEY ARE INSTALLED.ACCESS FLR FLOOR OCCUPANCY(IES) W/ WITH Checked By c. PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS OR RATED ROOF/CEILINGS END FOUNDATION OLF OCCUPANT LOAD WD WOOD • PLUMBING SYSTEMS 17857 r SHALL BE SMOKE SEALED. FOF FACE OF FINISH FACTOR WH WATER HEATER MECHANICALIHVAC SYSTEMS 5 FOS FACE OF STUOPP OPPOSITE WIN WINDOW 13. PROVIDE CAST IRON VERTICAL WASTE LINES IN UNIT PARTY WALLS,TYPICAL FOW FACE OF WAL© ORD OVERFLOW ROOF WP WATERPROOF • ELECTRICAL SYSTEMS Project Number c[ A FT FEET DRAIN WR WATER •• FIRE SPRINKLERS, FIRE SPRINKLER FLOW ALARM FTG FOOTING OSB ORIENTED RESISTANT FLOOR JOISTSAO . 0 I STRAND BOARD WRB BARRIER WEATHER RESISTIVE • ROOF TRUSSES m • FIRE STOPPING Sheet Number • METAL GUARDRAILS AND HANDRAILS Copyright 2018 E If this drawing is less than 24"x 36",it has `� - SITE AND EGRESS LIGHTING been reduced. Scale accordingly. a c TOTAL UNITS SERVED BY AN ACCESSIBLE PATH & ENTRANCE (PER OSSC 1107.7.1) ADJUSTED ACCESSIBLE UNIT TYPE'B' PROVIDED ACCESSIBLE UNIT TYPE'A' SUMMARY BIKE PARKING SUMMARY SITE REFERENCE NOTES (SEE FLOORPLANS FOR LOCATIONS) o a BLDG UNIT COUNT TOTAL ACCESSIBLE' NOTES TYPE B UNITS PROVIDED ' TOTAL TYPE B BASEMENT FIRST FLOOR UNITS REQUIREDBLDG UNITS NOTES THERE ARE A TOTAL OF 141 APARTMENT UNITS BLDG BIKE PARKING 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. BASEMENT FIRST FLOOR PROVIDED ON THIS SITE. PER OSSC 1107.6.2.1.1,AT LEAST CUSTOMER COMPARTMENT REACH RANGE MUST BE A 0 1 1 CLUBHOUSE BUILDING A 0 1 1 2% OF UNITS ARE REQUIRED TO BE TYPE A. A 0 WITHIN 48"AND 28"AFF. SEE 201A8.02 FOR ADD INFO. B 4 4 8 g 3 4 7 THEREFORE, 3 UNITS(141 X.02)ARE B 16 C 2 2 4 C 1 2 3 REQUIRED. WE HAVE DESIGNATED 4 UNITS AS 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL TYPE A C 6 SERVICE THAT MAILBOXES COMPLY WITH USPS lilt D 0 4 4 BASEMENT LEVEL ARE GARAGES D 0 4 4 LOWER LEVEL ARE GARAGES D 6 REQUIREMENTS. ALL MAILBOXES SHALL BE AF BLDG TOTAL TYPE A UNITS PROVIDED FLORENCE 1570-16SDAF. E 0 7 7 BASEMENT LEVEL ARE GARAGES E 0 4 4 LOWER LEVEL ARE GARAGES E 16 F 0 7 ` N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING BASEMENT FIRST FLOOR F 16 F 0 7 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING G o 4 NIA BUILDING IS NOT SERVED BY ACC PATH FROM PARKING G 6 3. SEE SITE DEVELOPMENT SET FOR ADDITIONAL INFO. Otak Architects, Inc G 0 4 NIA BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING H 1 1 LOWER LEVEL IS NOT SERVED BY ACC PATH FROM PARKING A NO BASEMENT 0 H 6 4. SEE CIVIL FOR ADA PARKING INFORMATION H 2 2 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING J _ _ -_- __— - 3 , 3 LOWER LEVEL IS NOT SERVED BY ACC PATH FROM PARKING B 0 1 J 16 J — 4 4 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING TOTAL \ 23 C 0 1 TOTAL 88 808 SW 3rd Ave, Suite 300 TOTAL 30 0 0 LEGEND PhonePortland, O 8 96$25 30 X.75=23 25%OF SITE AREA EXCEEDS 10%SLOPE,75% OF SITE IS LESS THAN 10% TOTAL(ADJUSTED) TOTAL COUNT.THIS RESULTS IN 2SLOPE. THEREFORE,A FACTOR 2E 75 IS 3 TYPE B UNITS BEING REQUIRED TTED IN NG THE E 0 0 Fax 503.415.2304 F 0 0 0041.000 ACCESSIBLE PATH _ H 0 River Terrace East f__---- _ ______- f� - J 0 1 _ ____ ____-- _________ Condom_______ iniums --- _— - - — _ ______ East - Clubhouse _- - .__ East Side of SW Roy TRASH ENCLOSURE- Rogers RD, Tigard, OR SEE TRASH ENCLOSURE DRAWING SET _-_ --- — — - -- TRASH ENCLOSURE SEE TRASH .00•1 -- -- - - ENCLOSURE _� --- DRAWING SET CG f�ts�. U C' ! - l� 01 eq------ ,0 -----7 . 7111' / IIIfIL.'rj-- G� 7 � _ I � C ' 42'- 10 112" BLDG H Polygon o� �li►i.. I ! 12 PLEX UPHILLtPPs 0r-.. I * � C oPM�4P�N - �•.. � I , i Northwest ..,‘ E�� cPP� 0►1y� ' C BLDG F \--s .o PNos I Il0�i r w Ilr s� SFo�� 11 • l C 21 PLEX .. .� C. 703 B oad ay Street, I --- Allmt/-- �= TRASH ENCLOSURE ° C‘-' i Suite 510 SEE TRASH p C I i Vancouver, WA 98660 t_______) ENCLOSURE DRAWING I _ a„ 101 A ., ,,, SET 11 C J 69'-0 114" - I � - I PlCNINC I BLDG B _ -�� Vill ++ I IEi t 11 I ! it I 12 PLEX BLDG C I I COVERING 22 PLEX fl .F i n II . - -1E :1,, p �1}Nr I- • F r '/IFY — _� I� ll I @ 44..i14 r, j13.�4 ' 7 1'Ij 1. _I:.�. ;• lul .1 t�` • •�,��` SEE CIVIL FOR C ' � 4 � i: . I � �: t1�� ; :F�� t ,r I�� '�\�� ADA PARKENG E r _, ' r`. ..1.:1:',.,•.:-'11L411-.. r� y�F4 �[l I� yr }41Y �; t;� fp �I DETAILS C � I I M. I � 1 ter �1d � I F ! F'�4 h�: i L t ° C I r H _ f#} V I a r{F 1.{, M�I #u i.r i {r1 1++f� l o. C li c il 441: , C I 1 • .5 .{. p I �' 1 CQ5, I• ' I I rli [ i . ~� �...1: 4z,:.,,_,:: i I I ••►�•• I. //a 11 I: I I _ I i 11 : �' f f4,, n C - �` i ff -111 .1 I II . BLDG A -7�"'F� #1;.ifi:r11.,;:,:.:.:4:ji41 Tjrr f 1It r;,.; (y /-v ; i •�_ CLUBHOUSE• ii . � F: 71j ,M 7 - 1 C 1 �' '', EBLaG E ` M��'+� f,_r- 21 PLEX \\. \ �►� >� ` ::1, � BLDG J •his��f � . (______Ii/ i - �:L,�.� r � . � � 3:�- ' 414 I ,. .o p• . I -1.:-.77.7-1 � �• I ! 22PI,�X .. ..� •dam MAIL BOXES C + -1 .. .... d' I 014 1-4–:;.,„: rel . ," SEE 201 A8.02 BLDG C ) C I 720 I C �; .; c _ 12 PLED( UPHILL - ir ' Q C •- 1 (!--_ BRIAN R.FLEENER gat t, ---A• -- N ®. ..© ®� 1• ; E •' u C 'I 1 l %RI-LAND,• I -/ OR cp. m e� a.,vk,,.' C � ' BLD G °t C 3F �./ o !r� o f1 ,:, ;_zIrp.,:p-„:1 C [i I I , : C I 12 PLEX DOWNHIL -: n. (P o • POOL . 4 r§ f{ C ' •; C I 1 O, AREA �. .o 1 c Site Reference t y C , 0� �, • Q :.,:_,,i,-:i.,;,,l..,:.f �• ', C � � C f I 1 C ° I d , Plan ° ° 1' IlIl I I C \ \ 11.4 - ' :_-______-_______)--. i ] Iv . 1 . ,.__)9 C . illeemporkeitsteempir 4%*" 2 \ • iix r� :� Elf II, �'I C 7 i& 0 - - - - - -- - - --- - C ,E -------- 74' ' , .._A_ 00000000004110t0.- I.\ o y / SEE CIVIL FOR ADA PARKING CROSSWALK o DETAILS PAVERS, SEE QtalO SITE DEVELOPMENT TRASH ENCLOSURE- m O PACKAGE SEE TRASH 7 PROPERTY LINE a \ / O ENCLOSURE DRAWING �� SET ' 5 03-21-18 Owner Revisions E i' # Date Description 11 Icii \ , 1 Revisions JANUARY 12, 2017 a 1-- ate un co r BB, KB, SM o Designed By ci o WY, ZD, NM, NE ca o d Drawn By o __I KJ, BB zJ� \ Checked By (o f 1 17857 T caul Project Number I 0 M AO L J , 2 m Sheet Number SITE REFERENCE PLAN 9 0' 15' 30' 60' Copyright 2018© 6= 1 Zbit.:this drawing reduce is lesscaa thanactor 24m"xgly.36",it has A0.02 SCALE: 1"=30'-0" n - UNIT 3.2 OLF 200 CODE LEGEND GENERAL INFORMATION BUILDING "EXITING" - TABLE 1021.2(1) 7 GCC PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 OCCUPANT LOAD EXITS REQUIRED EXITS PROPOSED o a 1207 SF \ \\ EMERGENCY EGRESS PATH, MINIMUM PROJECT DESCRIPTION: THREE-STORY, WOOD FRAMED APARTMENTBUILDING WITH 7 LIVING UNITS,UNIT 1.2 WIDTH OF EGRESS PATH IS 3'-0". 5 4 '° �:,.�, SINGLE CAR GARAGES, OFFICE SPACE AND MULTI-PURPOSE AREA. FIRST FLOOR 90 OCG 2 4 iiul ', , .- -- ----, A , 2 --zPROVIDE 1 FOOTCANDLE LIGHT AT 45' - 6" 1 CLF.200 FLOOR LEVEL. DO NOT EXCEED MAX TO SECOND FLOOR 20 OCC 1 1 �� t MIN ILLUMINATION UNIFORMITY RATIO OF EXIT PATH �, 4 OCC PROJECT ADDRESS: East Side of SW Roy Rogers RD,Tigard, OR .. :Ifilitiiiii • 40 TO 1. EMERGENCYLIGHTING TO BE (TO DOOR) I r / I47 • 613SF PROVIDED BY BATTERY BACK-UP THIRD FLOOR 11 OCC 1 1 II Ilill BUILDING CODES L _ _ _ t 11 ��I hrj - 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) NOTES: In i.- ' _ _ _ COMMON PATH OF EMERGENCY ICC/ANSI 117.1 2009 • EGRESS WINDOWS ARE LOCATED AT EACH BEDROOM, SEE WINDOW SCHEDULE,A1.11. Otak Architects, Inc-� },;,.J -- - BUILDING EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM PER OSSC 903.3.12. EGRESS TRAVEL - MECHANICAL, ELECTRICAL, PLUMBING AND ENERGY CODE 3 �., "t g ' EXIT ILLUMINATION &SIGNAGE PER CODE REQUIREMENTS(ELECTRICAL DESIGN BUILD) 3 - , ( • FIRE SPRINKLER CODE-NEPA 13R I r, - ..` ' f ' ' ' ' • ONE EXIT REQUIRED FOR FIRST, SECOND OR THIRD STORIES WITH A MAXIMUM OF 4 DWELLING UNITS AND ,1 _ 125 FEET MAXIMUM EXIT ACCESS TRAVEL DISTANCE 808 SW 3rd Ave, Suite 300 CORRIDO FEC \ FEC FIRE EXTINGUISHER CABINET BUILDING "CONSTRUCTION" DATA II �\ �r s. \ tl" " WITH FIRE EXTINGUISHER Portland, OR 97204 OLF OCCUPANCY LOAD FACTOR CONSTRUCTION TYPE(S) USED IN BUILDING TYPE V-B BUILDING "FIRE DETECTION AND SUPPRESSION" Phone 503.287.6825 - E TYPE/CLASS/AREAS Fax 503.415.2304 OCC LD OCCUPANT LOAD V-B ALLOWED PROPOSED PROVIDED REQUIRED PER OF COVERAGE • • BUILDING HEIGHT(PER OSSC TABLE 503& 504.2) 60'-0" 41'-2 5/8" FIRE ALARM SYSTEM YES YES © p -- ; OSSC 907.2.9.1 River Terrace East €:.t ,: • -. ! !. EXIT SIGN � EXCEPTION#2 STORIES(PER OSSC TABLE 503 W/504.2) 3 3 - / Ti 7 \ 7 SMOKE ALARM SYSTEM YES YES -OSSC 907.2.9.2 PER OSSC 907.2.11 Condominiums I _ _ 1-HR RATED FIRE PARTITION BUILDING "OCCUPANCY" DATA ------------- ' I I AUTOMATIC SPRINKLER SYSTEM* YES YES OSSC 903.2.8 NEPA 13R ,...._ . __ Ey -�' I 1 1-HR RATED FIRE BARRIER OCCUPANCY CLASSIFICATION GROUP(S) R-2-RESIDENTIAL B- BUSINESS East - Clubhouse S-1 -STORAGE S 2 GARAGES A-3-MULTIPURPOSE ROOM/LOBBY STANDPIPE SYSTEM NO NO-OSSC 905.3.1 - COMMON AND I CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM VISIBLE ALARMS YES NO-OSSC 907.5.2.3.4 East Side ofSW Roy PUBLIC AREAS THE TOP OF THE FLOOR/CEILING ASSEMBLY BELOW OCCUPANCY SEPARATION R-2/S-1, R-2/S-2, S-1/S-2 : 1 HOUR Rogers RD, Tigard, OR AUDIBLE ALARMS CAPABILITY TO YES-OSSC 907.5.2 THROUGHOUT g g TO THE UNDERSIDE OF THE FLOOR OR ROOF OR SUPPORT DECK ABOVE AND SHALL BE SECURELY ATTACHED BUILDING AREA SUMMARY THERETO. FIRE BARRIERS SHALL BE CONTINUOUS FIRE EXTINGUISHERS YES YES-OSSC 906 NOTED ON PLANS THROUGH CONCEALED SPACES. OCG PANCY ROUP S-1 S-2 B .. A-3 R-2 TOTAL LEVEL 03 3 *EXTERIOR DECKS/BALCONIES AND STORAGE ARE NON-RATED AND SPRINKLED FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF FIRST FLOOR 220 SF 1,059 SF 213 SF 698 SF I 932 SF 3,122 SF OCCUPANCY = 11 THE FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- 3 THIRD FLOOR FIRE LIFE SAFETY PLAN RESISTANCE-RATED FLOOR/CEILING OR r OCCUPANCY VENTILATION REQUIREMENTS ROOF/CEILING ASSEMBLY ABOVE,AND SHALL BE SECOND FLOOR 3,386 SF 3,386 SF A0.10 SCALE: 1116" = 1'-0" FLOOR AREA(SF) REQUIRED PROVIDED SECURELY ATTACHED THERETO. THIRD FLOOR 1,820 SF 1,820 SF VENTILATION AREA(SF)! VENTILATION AREA(SF) TOTAL 127 SF 1,059 SF 213 SF 791 SF 6,138 SF 8,328 SF UNIT 1.1 UNIT 3.2 UNIT 1.2 ALLOWABLE PER FLOOR FOR R-2 OCCUPANCY 21,261.1 SF (SEE NOTE) LIVING 1 KITCHEN/DINING 429 17.16 38.89 BEDROOM 146 5.84 15 OLF 200 OLF 200 NOTE Polygon 7 OCC43' - 5" 4T - O,, 4 OCC ALLOWABLE AREA PER STORY WI INCREASES: Aa =At+(At x If)+ (At x Rs) UNIT 2.1 1207 SF 613 SF At=ALLOWABLE AREA PER TABLE 503=7,000 SF Northwest EXIT PATH EXIT PATH If= INCREASE DUE TO FRONTAGE=((82 ft 1280 ft)-0.25)(26130)=0.0373 LIVING/KITCHEN/DINING 427 17.08 46.39 (TO DOOR) (TO DOOR) Is= INCREASE DUE TO SPRINKLERS =2 BEDROOM 128 5.12 15 MASTER BEDROOM 181 7.24 15 703 Broadway Street, Aa = 7,000 SF+ (7,000 SF x 0.0373)+ (7,000 SF x 2) Suite 510 ■ l __ W:.� .-._.� 7'1Aa = 7,000 SF +261.1 SF+ 14,000 SF UNIT 3.2 Aa =21,261.1 SF Vancouver, WA 98660 I LIVING I KITCHEN 1 DINING 530 21.2 55 I 1 II , . FIRE RATING REQUIREMENTS FOR BUILDING ELEMENTS - TABLE 601 MASTER BEDROOM 132 5.28 15 f V BEDROOM#1 168 6.72 15 ii / lc" I STRUCTURAL BEARING BEARING NONBEARING NONBEARING BEDROOM#2 172 6.88 7.5 _ _ _ �J `� "' ► FRAME EXTERIOR INTERIOR EXTERIOR INTERIOR FLOORS ROOFS '` 7,7 k\_11 c-1.. i; V-B NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED NOTES: . rail , ! 7 1 , ( I .., 1. ALL BATHROOMS ARE MECHANICALLY VENTILATED, SEE MECHANICAL DESIGN BUILDING 1I ;:;• ?- "- KM: ' • I;"-{-- 11 DRAWINGS. ( I " \` FIRE RATING REQUIREMENTS FOR PARTITIONS 2. REQUIRED VENTILATION AREA IS CALCULATED AT 4%OF THE FLOOR AREA. I-:,. r�.. _ ORRIDOR '1 FE- . X °. 4 `=' - $ UNIT 1.1 FIRE WALLS(OSSC 706): N/A ENERGY CODE REQUIREMENTS -tea w 6 11--! i '\, I s FIRE BARRIERS(OSSC 707): .,�.._, p �+ rc.__,__ a, _� � T� i OLF 200 REQUIRED PROPOSED / I ! I { 4 OCC SHAFTS, EXIT ENCLOSURES, EXIT 1 HR WHERE CONNECTING 3 STORIES OR FEWER 'i.s.:� i I N ,- :: 1 nn L I PASSAGEWAY, OCUPANCY SEPARATIONS "`= I MAXIMUM ALLOWABLE WINDOW AREA 30% 17% r _ _� _ _ ,‘ i�Li1 622 SF -\ I FIRE BARRIERS OSSC 707 �I is ( ): ,%•7". I 'I INCIDENTAL USE AREAS N/A VINYL WINDOWS U 5 0.35 U 5 0.35 �` :: l tl� I' FIRE PARTITIONS (OSSC 708): 11/1 N, J X14 ;; 1 HR GLAZING SHGC (ALL TYPES) 0.4 0.4 MAX DWELLING UNIT SEPARATION, r - __ i 45' - 6" / I �� E. FIRE PARTITIONS{OSSC 708). CORRIDORS 1/2 HR EXTERIOR SLIDING PATIOIDECK DOORS U 5 0-35 U 5 0.35 EXIT PATH �`i HORIZONTAL ASSEMBLIES(OSSC 420.3, 711) 1 HR EXTERIOR DOOR(METAL FRAMING) U<0.80 U<0.80 (TO DOOR) I Iw OTHER WALLS INCLUDING WALLS SUPPORTING RATED HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO OPAQUE DOORS U 5 0.70 U 5 0.70 UNIT 2.1 -- 40' - 8" BE RATED PER OSSC TABLE 601 & EXCEPTIONS OF OSSC 711.4. DOORS SHALL HAVE THE FOLLOWING RATINGS: WALLS ABOVE GRADE-WOOD FRAMED R-21 R-21 OLF 200 EXIT PATH • UNIT DOORS &GARAGE DOORS IN CORRIDOR-20 MINUTE DOOR LABEL 0_ 5 OCC (TO DOOR} • STAIR DOORS-90 MINUTE DOOR LABEL WALLS BELOW GRADE R 7.5ci R-7.5ci y13) , 945 SF • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION UNDER FLOOR INSULATION R 36 R-30 MIN m • SMOKE GASKETING AT CORRIDORS3720 N co LEVEL 0;? EXTERIOR WALL RATING - TABLE 602 ATTIC CEILING INSULATION R-38 R-38 * BRIAN R.FLEENER• Vietite a N OCCUPANCY = 20 FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED CONSTRUCTION OCUPANCY GROUP R-2 SLAB FLOOR EDGE INSULATION R-10(2'-0"PERIMETER) R-10(2'-0"PERIMETER) N 2 SECOND FLOOR FIRE LIFE SAFETY PLAN - ON FIRE SEPARATION DISTANCE(OSSC TABLE 602): TYPE %ORTLAND.,s, "' A0,10 SCALE: 1116" - 1'-0" X<5': V-B 1-HR HAZARDOUS MATERIALS iv OF 0 0 5'5 X< 10': V-B 1-HR NO HAZARDOUS CHEMICALS AND/OR MATERIALS ARE PRESENT OR HOUSED IN THIS BUILDING. 0 LI_ 10'5 X<30': V-B 0 ACCESSIBILITY Code Summary GARAGE 2 GARAGE 3 GARAGE 4 OFFICE 1 OFFICE 2 X?30': V-B 0 ALL ACCESSIBILITY REQUIREMENTS ARE INTEGRATED RELATED TO THE BUILDING IN GENERAL AND COMMON & Fire Life OLF 200 OLF 200 OLF 200 OLF 100 OLF 100 ELEMENTS AS WELL AS TYPE A AND TYPE B ICC/ANSI -2009 COMPLIANT UNITS IN THE NUMBERS REQUIRED BY NOTES: THE OSSC OVER THE SITE. ALL GROUND FLOOR UNITS ARE MINIMUM TYPE B ICC/ANSI ACCESSIBLE DWELLING I 2 OCC 2 OCC 2 OCC 1 OCC 2 OCC 1. LOAD BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH THE FIRE-RESISTAVE RATING UNITS PER OSSC REQUIREMENTS.TWO PERCENT OF THE TOTAL UNITS,THREE MINIMUM, ARE REQUIRED TO BE Safety Plans TYPE A ICC/ANSI ACCESSIBLE DWELLING UNITS PER OSSC. FOUR UNITS ARE PROPOSED TO MEET TYPE A 310 SF 235 SF 204 SF 91 SF 22 SF REQUIREMENTS OF OSSC TABLE 601. ICC/ANSI ACCESSIBILITY REQUIREMENTS AND ARE LOCATED IN BUILDINGS B, C, H&J. REQUIRED PROVIDED CODE PROVISION PLUMBING FIXTURE COUNT REQUIREMENTS GARAGE 1 F� _ �r L ROOF CONSTRUCTION CLASS C CLASS C OSSC TABLE 1505.1 R-2: ONE EACH IS REQUIRED AND PROVIDED: WATER CLOSETS, LAVATORIES, BATHTUB OR SHOWER. (1) ce o fi 1 ^ y AUTOMATIC CLOTHES WASHER PROVIDED PER UNIT. �, __ LOBBY 75 OLF 200 ! S. �C��1 ` �I X \ , - "'"'! ` /1 ATTIC DRAFTSTOPS 3,000 SF OR ABOVE SEE ROOF PLAN OSSC 718,4.2 y 1 OLF 95 NET EVERY TWO EXCEPTION#3 J + 2 OCC 'sem • I i 4 ' DWELLING UNITS, UNDERGROUND & PADMOUNTED TRANSFORMERS fT .i r,- 15 OCC WHICHEVER IS 0 310 SF SFA 91', �• a 259 SF SMALLER SEE CIVIL SITE DEVELOPMENT SET&PGE DRAWINGS FOR UNDERGROUND&PADMOUNTED TRANSFORMERS 0 : I U i� � T.°N l.c.E 1'7 18 1 MAXIMUM AREA OF EXTERIOR WALL OPENINGS (OSSC TABLE 705.8) SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND DEFERRED SUBMITTALS 3 03.16.18 Pool Equipment Rm U FIRE SPRINKLER i��U\ t ,'' i SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE SHEETS 2 05.18.17 Plan Check Responses cn of i 0-3' >3'-5' >5'-10' >10'-15' >15'-20 >20-25 >25-30 >30 l CORRIDOR �� A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING PACKAGES. # Date Description m / FEC F- ! FA- " " '" ` EI UNPROTECTED, NOT NOT 10% 15% 25% 45% 78% NO LIMITiiiRevisions �., 16_7t a1r ��' �:0„ --tks, � I MULTI-PURPOSE NON SPRINKLED PERMITED PERMITED RADON DETECTION [> j^ °� JANUARY 12, 2017 I ' _ -. 114/00 I OLF 15 NOT ° 25% 45% ° SEE MECHANICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 1812. I ; I � _ _ 30 OCC PROTECTED PERMITED 15% 75/o NO LIMIT NO LIMIT NO LIMIT Date � �`.co J \Jt _ F I 437 SF CARBON MONOXIDE DETECTION BB, KB, SM r :y � NOTE: 111 I , + • j - ,----W, I ! \ • THIS BUILDING IS ALLOWED TO HAVE UNLIMITED UNPROTECTED OPENINGS PER EXCEPTION# SEE ELECTRICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 908.7. Designed By 45 - 6 I =^ I 2 OF OSSC 705.8.1; WALLS ARE NOT REQUIRED TO BE RATED PER TABLE 601 AND ALL 0 EXIT PATH - \ " � �r ,_- a I EXTERIOR WALLS HAVE A FIRE SEPARATION DISTANCE GREATER THAN 10 FEET. WY, ZD (TO DOOR) \ ' I �. I Drawn By I11 -_ - '-: is Io KJ, BB o 0 .� 1 `/.• _.. 3 I Checked By UNIT• 2.1 - B _ _ - - co NOTE: 17857 N OLF 200 POOL EQUIPMENT _CFFICES ARE TYPE B OCCUPANCY LOSES ARE TYPE S-1 OCCUPANCY Project Number 5 DCCOLF OLF 300 -MULTI-PURPOSE AND LOBBY ARE TYPE cc 934 SFal A" _ 1 OCC OCC A-3 OCCUPANCY o - W Yf cfp,,, 130 SF AO • 1 0 LEVEL 01 N m OCCUPANCY = 62 0' 8' 16' 32' Sheet Number Cii1 FIRST FLOOR FIRE LIFE SAFETY PLAN iL '� Copyright this drawing is less than 24"x 36",it has v A0.10 SCALE: 1/16" = 1'-0" been reduced. Scale accordingly. cc 4 . ,,,. .„.., .. „4,, .::,,, . ._.. A.” RIVER TERRACE EAST ./ ..i.b4 •' CLUBHOUSE FROELICH ENGINEERS MAIN OFFICE: 6969 SW HAMPTON ST , OREGON PORTLAND,OREGON 97223 TI GA RD (503)624-7005 BEND OFFICE: PERMIT REVIEW ISSUE _ 12/15/2016 745 NW SUITE#T WASHINGTON DR BEND,OREGON 97701 froelich-engineers.com STRUCTURAL ABBREVIATIONS: JOB# 16-T100 STRUCTURAL SYMBOLS 1 LEGEND: STRUCTURAL SHEETS : @ At PAF Powder Actuated Fasteners & And GA Gauge PCF Pounds per Cubic Foot W# - INDICATES FOOTING TYPE, REF SCHEDULE. SHEET }jCT � Feet GALV Galvanized PERF Perforate, Perforated, Performance NUMBER SHEET TITLE S 03 ' ' " Inch GC General Contractor PERIM Perimeter - INDICATES COLUMN50.1 COVER SHEET ` # Number, Pound GEN General PERP Perpendicular 154 (E) Existing GL Glulam (Glue-Laminated Beam) PL Plate - INDICATES WOOD SHEATHED SHEAR WALL. S1 .1 GENERAL STRUCTURAL NOTEStZ ' '" (N) New GR Grade PLF Pounds per Lineal Foot —� GYP Gypsum FUND Plywood __ - INDICATES STRUCTURAL WALL BELOW. S1.2 STATEMENT OF SPECIAL INSPECTION . G 0 AB Anchor Bolt GYP BD Gypsum Board PREFAB Prefabricated S1.3 SCHEDULES AND NOTES ' ': ACI American Concrete Institute PSF Pounds per Square Foot 11 1 - INDICATES NON-STRUCTURAL WALL BELOW. 1.6.!,:00.- 49z 004.* ADD Addendum,Addition HAS Headed Anchor Stud PSI Pounds per Square Inch S2.0 FRAMING & SHEAR WALL MAP ALT Alternate HDD Headed PSL Parallel Strand Lumber W E ' 9 - '� -INDICATES BEARING WALL S2.1 FOUNDATION PLAN . APPROX Approximate NOR Header PT Post-Tensioned, Preservative-Treated # ARCH Architect, Architectural HEX Hexagonal 52.2 SECOND FLOOR FRAMING PLAN ASTM American Society for Testing and Materials HORIZ Horizontal QTY Quantity H- -INDICATES HEADER TYPE, REF HEADER SCHEDULE. AVG Average HSS Hollow Structural Shape S2.3 THIRD FLOOR FRAMING PLAN AWS American Welding Society HVAC Heating, Ventilating, Air Conditioning REF Refer, Reference B- INDICATES BEAM TYPE, REF BEAM SCHEDULE. S2.4 ROOF FRAMING PLAN HT Height REINF Reinforce, Reinforcement - INDICATES JOIST TYPE AND SPACING, REF PLANS&JOIST FRAMING BEV Bevel REQ'D Required 0 " SCHEDULE. S3.1 STAIR PLANS BLDG Building IBC International Building Code REV Revision S3.2 STAIR DETAILS BLKG Blocking IN Inch - INDICATES DIRECTION DECK OR SHEATHING TO SPAN. BOT Bottom INFO Information SCHED Schedule S5.1 FOUNDATION DETAILS BP Base Plate INSP Inspect, Inspection SE Structural Engineer - INDICATES ELEVATION. S5.2 FOUNDATION DETAILS BRDG Bridge, Bridging INSUL Insulation SECT Section BRG Bearing INT Interior SHTH Sheathing < - INDICATES DIRECTION TIMBER TO SPAN. 55.3 FOUNDATION DETAILS SIMP Simpson Strong-Tie CGS Center of Gravity of Strand JST Joist SF Square Foot ' C# - INDICATES KEYED NOTE. S6.1 FRAMING DETAILS CJ Control Joint SL Snow Load S6.2 FRAMING DETAILS CL Centerline K Kilopound (1000 pounds) SIM Similar - INDICATES CHANGE IN SLOPE. I— CLO Ceiling KIP Kilopound (1000 pounds) SOG Slab on Grade S6.3 FRAMING DETAILS W I CLR Clear SPEC Specification, Specifications /7)77_ - INDICATES STEP IN ELEVATION. S6.4 FRAMING DETAILS < z CMU Concrete Masonry Unit L Angle, Left, Length STO Standard W XX PSF S7.1 ROOF FRAMING DETAILS COL Column LAM Laminate, Laminated STIFF Stiffener •• - INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE UJ C G CONC Concrete LAT Lateral STL Steel t�0�.*,•� PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS W47474••e•--- FOR LOAD & EXTENT. S7.2 ROOF FRAMING DETAILS UJ 0 CONN Connection LB Pound STRUCT Structural XX'-XX" r 1 Q J CONT Continuous LLH Long Leg Horizontal �•J0 LLV Long Leg Vertical T&B Top and Bottom .... - INDICATES ROOF OVERFRAMING. REF DETAIL 5/S7.1. < W DBA Deformed Bar Anchor LL Live Load T&G Tongue and Groove CC DEL Double LNTL Lintel TAN Tangent CJ - INDICATES CONTROL JOINT, REF DETAIL 2/55.1. . Q 0 DET Detail LONG Longitudinal THK Thick, Thickness �-INDICATES SHEAR WALL TYPE ABOVE FLOOR SPECIFIED. REF c DF Doug Fir(Douglas Fir) LSL Laminated Strand Lumber THRD Threaded - SHEAR WALL SCHEDULE. DIA Diameter LT WT Lightweight TOB Top of Beam FintY O J s 0 DIAL Diagonal LVL Laminated Veneer Lumber TOF Top of Footing ----INDICATES HOLDOWN TYPE. REF HOLDOWN SCHEDULE. c) 6 w ul �/ DIAPH Diaphragm TOJ Top of Joist L.L r, ° cr om I 'ao DIM Dimension MANUF Manufacturer, Manufactured TOL Top of Lintel, Landing W LLE O -cz go DL Dead Load MAX Maximum TOP Top of Pier r iE DWG Drawing MB Machine Bolt TOS Top of Slab, Top of Steel LL DWGS Drawings MECH Mechanical TOW Top of Wall wI- tim DWL Dowel MEZZ Mezzanine TOL Tolerance r MIN Minimum TRANS Transverse (E) Existing MISC Miscellaneous TYP Typical ENGR Engineer MTL Metal PERMIT REVIEW EQ Equal UNO Unless Noted Otherwise ' I C EQUIP Equipment (N) New ISSUE EOR Engineer of Record N North VERT Vertical EW Each Way NO Number VIF Verify In Field EXT Exterior NOM Nominal NTS Not To Scale W/ With F TO F Face to Face W/O Without REV DATE ISSUE TITLE FAB Fabricate OC On Center WD Wood FDTN Foundation OPP Opposite WF Wide Flange (Structural Steel) FE Froelich Engineers OWSJ Open Web Steel Joist WI Weight FT Foot, Feet WWF Welded Wire Fabric FTG Footing PROJECT MANAGER: CN DESIGNER: YS DRAWN BY: FCE-ENG-4 PROJECT NO: 16-T100 DATE: 12/15/2016 SCALE: AS SHOWN CLUBHOUSE SHEET TITLE: COVER SHEET SHEET NUMBER: so . 1 GENERAL STRUCTURAL NOTES = PROJECT DESCRIPTION: NAILING AND FASTENERS: • NEW 3-STORY(PARTIALLY 4-STORY)MULTI-FAMILY APARTMENT BUILDING SPECIAL INSPECTION AND TESTING: REINFORCING STEEL: 1. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND ,s- 1. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF 1. REINFORCING STEEL SHALL BE DETAILED,FABRICATED,AND PLACED IN ACCORDANCE TO"ACI • 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 STAPLES"(ASTM F1667)AND"POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF • PARTIALLY CONCRETE SLAB-ON-GRADE FIRST FLOOR THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." ,.� BUILDING CONSTRUCTION"(NER 272). � , ��k �� • 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 of 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: �� 3 Y W • 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 LENGTHI,:::::t:'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 FRO L CH - 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE REINFORCING STEEL SHALL CONFORM TO AWS D1.4.ALL WELDING SHALL BE DONE BY AWS FRAMING NAILS I INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,CIVIL,MECHANICAL,AND SUBMITTALS CERTIFIED WELDERS USING LOW HYDROGEN E70XX ELECTRODES. NAIL TYPE SHANK DIAMETER(IN) MINIMUM PENETRATION E: N C I N E E R 5 " 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) MAIN OFFICE: - 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 6969 SW HAMPTON ST SPECIFICATIONS)INTO THEIR WORK. (B,D) BLOCKS,OR APPROVED METAL CHAIRS,AS SPECIFIED BY THE"CRSI MANUAL OF STANDARD 8d 0.131 1.50 PORTLAND,OREGON 97223(503)624-7005 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS.REFER TO THE PROJECT CONCRETE MIX DESIGNS X PRACTICE,"MSP-1. 10d 0.148 1.625 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONCRETE ANCHORAGES X 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE,OIL,DIRT,OR COATINGS BEND OFFICE: GLUED LAMINATED MEMBERS X OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE. 12d 0.148 1.625 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE745 NW MT WASHINGTON DR GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF 16d 0.148 1.625 SUITE#205 4. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. PREMANUFACTURED WOOD X X JOISTS OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. BEND,OREGON 97701 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 froelich-engineers.com FOR THIS STRUCTURE.CONNECTIONS,DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN TRUSSES NOT PERMITTED. FRAMING SUPPORTS AS FOLLOWS: JOB# 16-T100 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 t TU DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER titVs , 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 CODE REQUIREMENTS: TYPICAL LAP SPLICE SCHEDULE(IN) @ 1. CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC),BASED UPON THE THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE FLOOR SHEATHING 0.148"DIA @ 6"OC 0.148"DIA @ 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 7 B. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND TOP BARS OTHER TOP BARS OTHER BARS TOP BARS OTHER 154 " 2. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM,ETC.)SHALL BE FOR THE BARS BARS NOTES: 144 EDITIONS NOTED IN CHAPTER 35 OF THE IBC. FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE #3 28 22 24 19 22 17 A. ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR - • 4 PROJECT IS LOCATED.CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO #4 37 29 32 25 29 22 *. FASTENING ROOF SHEATHING. TEMPORARY CONDITIONS: THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS #5 47 36 40 31 36 28 VP' " GOND 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 B18.2.1-1981. ALL BOLTS � °* ,, CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT REQUIREMENTS OF THE IBC AND AS NOTED UNDER"DESIGN CRITERIA.' I #7 81 63 70 54 63 494. C. THE CONTRACTOR SHALL COORDINATE THE SEISMIC RESTRAINTS OF MECHANICAL, AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL 4+ 4,. REQUIRED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR ELECTRICAL,AND PLUMBING EQUIPMENT,MACHINERY,AND ASSOCIATED PIPING WITH HAVE CUT THREADS. SEQUENCES. THE STRUCTURE.CONNECTIONS TO THE STRUCTURE SHALL CONFORM TO ASCE 7-10 NOTES: 7. PRE-DRILL HOLES FOR LAG BOLTS.SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO , 2. CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND INSTALLATION. It- ? CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CHAPTER 13 AND BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, 8. JOIST HANGERS,HOLDOWNS,AND OTHER FRAMING ACESSORIES SHALL BE MANUFACTURED BY PROJECT IS LOCATED. MULTIPLY THE ABOVE VALUES BY A FACTOR OF 1.4. CONSTRUCTION PERIOD, SIMPSON STRONG TIE(OR AN APPROVED EQUAL)AND BE OF THE SIZE AND TYPE SHOWN ON D. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM,OR B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". 3. RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER THE DRAWINGS. HARDWARE FASTENERS SHALL BE INSTALLED IN STRICT CONFORMANCE TO ADD TO,THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A CONTACT ENGINEER OF RECORD IF CONDITIONS VARY. SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE THE MANUFACTURER'S REQUIREMENTS. ANY PRODUCT SUBSTITUTIONS TO SIMPSON SHALL WALL. STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST BELOW MEET OR EXCEED SIMPSON'S PUBLISHED DESIGN CAPACITIES AND MUST HAVE A CURRENT ICC AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.ANY SUCH THE BAR. EVALUATION REPORT THE CODES. DETAILS ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF D. VALUES ARE FOR UNCOATED BARS. 9. HANGERS NOT SHOWN FORSRALE APPLICABLEE SIMCSON U-TYPE,OR B-TYPE OF THE SIZE RECOMMENDED EXISTING CONDITIONS: RECORD. FOR THE SPECIFIC FRAMING MEMBER SHOWN ON PLAN. 1. ALL EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS SHALL BE FIELD VERIFIED.THE 10. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING 10. FASTENERS IN CONTACT WITH PRESERVATIVE TREATED,OR FIRE TREATED WOOD SHALL BE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM STEEL: HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM B695,CLASS 55 MINIMUM. CONDITIONS SHOWN ON THE DRAWINGS. FOUNDATIONS: 11. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 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'-0"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 DESIGN CRITERIA: BARS 1' GLUED LAMINATED MEMBERS: 2. ALL FOOTINGS SHALL BE A MINIMUM OF 18"BELOW FINAL GRADES. EXTERIOR WALL FACES 1-1/2"(#5 AND SMALLER) 1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC.IN ADDITION1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE"AMERICAN 3. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS (EXPOSED TO EARTH,OR WEATHER) 2"(#6 AND LARGER) TO THE DEAD LOADS,THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. CONCRETE CAST AGAINST EARTH 3" NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER"(ANSI A190.1),OR OTHER WITH LIVE LOADS(L.L.)REDUCED IN ACCORDANCE WITH THE IBC: 4. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS PRIOR CODE-APPROVED DESIGN,MANUFACTURING AND QUALITY ASSURANCE PROCEEDURES. TO THE COMMENCEMENT OF ANY SITEWORK. 2. ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. 5. STRUCTURAL FILL MATERIALS,PLACEMENT,AND COMPACTION REQUIREMENTS SHALL BE IN 11. PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL 3. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS INDENTIFICATION MARK OR BE ACCOMPANIED ACCORDANCE WITH THE GEOTECHNICAL REPORT. REINFORCEMENT.LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND BY A CERTIFICATE OF CONFORMANCE. 111 DESIGN CRITERIA 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 1'-6" TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A MINIMUM 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. V J 12. PROVIDE ONE#5 FOR SINGLE LAYER,AND TWO#5 FOR DOUBLE LAYER REINFORCING,4'-0" 5. NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS(EITHER IN THE SHOP,OR FIELD)IS DESIGN BASED ON HGCI 7. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A GEOTECHNICAL REPORT BY: DATED MARCH 25,2016 QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER.MINIMUM LONG,DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPEN{NGS. STRICTLY PROHIBITED UNLESS AS SPECIFICALLY DETAILED IN THE STRUCTURAL DRAWINGS OR (J ALLOWABLE SOIL BEARING 2,500 PSF 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. W PRESSURE 8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT WALL INTERSECTIONS,AND FOR BARS IN SMALL WALL SECTIONS. 6. GLUED LAMINATED TIMBER BEAMS SHALL BE WESTERN SPECIES WITH THE FOLLOWING RETAINING 35 PCF(EQUIVALENT FLUID PRESSURE) OF FILLING OPERATIONS. STRENGTH PROPERTIES: r f , Q,_ WALLS-CANTILEVERED 9. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO W O RETAINING WALLS-BRACED 55 PCF(EQUIVALENT FLUID PRESSURE) THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. GLUED LAMINATED MEMBERS Q RETAINING WALLS-SEISMIC 50%INCREASE IN ABOVE EQUIVALENT FLUID PRESSURE(SEISMIC 10. ALL FILL,BACKFILL AND COMPACTION ACTIVITIES,PARTICULARLY DURING WET WEATHER SAWN FRAMING LUMBER: COMBINATION USE MODULUS OF FLEXURAL HORIZONTAL SHEAR STRESS O LATERAL EARTH PRESSURE) CONDITIONS,SHALL FOLLOW RECOMMENDATIONS OF GEOTECHNICAL ENGINEER. 1. SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU(WCLIB) SYMBOL ELASTICITY STRESS (PSI) CI W OR THE WESTERN WOODS PRODUCTS ASSOCIATION(WWPA)GRADING RULES. �'�/ LIVE LOAD CRITERIA (SPECIES) (PSI) (PSI) LL L W 2. ALLi L LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS: 24F-V4(DF/DF) SIMPLE SPAN 1,800,000 2,400 265 FLOOR LIVE LOADS UNIFORM LOAD(PSF) CONCENTRATED LOAD EPDXY REPAIR ADHESIVE: �'�/ 0 co (LBS) 24F-V8(DF/DF) CANTILEVERED 1,800,000 2,400 265 I.L.. a 0 81. EPDXY REPAIR ADHESIVE SHALL CONFORM TO ASTM 0881 AND SHALL BE A TWO-COMPONENT, SAWN LUMBER OR r, CORRIDORS AND STAIRS 100 2000 LIQUID EPDXY WITH NON-SAG CONSISTENCY AND LONG POT LIFE. THE EPDXY ADHESIVE SHALL RESIDENTIAL 40 1000 BE SUITABLE FOR USE ON DRY OR DAMP SURFACES. USE SPECIES/GRADE Fb(PSI)-BASE VALUE CONTINUOUS 0 W Z GARAGE 40 3000 2. ADHESIVE SHALL HAVE A MINIMUM SLANT SHEAR STRENGTH OF 5,000 PSI AND A MINIMUM LUMBER 2"TO 4"THICK DOUGLAS FIR-LARCH NO.2 900 H Z VERTICAL FLOOR 0.75"OR U360 WHICHEVER IS LESS(LIVE LOAD PLUS LONG-TERM DEAD TENSILE STRENGTH OF 4,000 PSI. BEAMS 5"x5"AND GREATER DOUGLAS FIR-LARCH NO.1 1350 7. GLULAM MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADE(S),UNLESS OTHERWISE Z W DEFLECTION LOAD) 3. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S POSTS DOUGLAS FIR-LARCH NO.1 120 ce NOTED ON PLANS: FRAMING&ARCHITECTURAL j'�/ LL = Q - (CLADDING DESIGN) 0.375"OR L/600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS RECOMMENDATIONS AND THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION 1I..LL.... C? LLI� � REPORT. W W6 I- ao O VERTICAL FLOOR L/360(LIVE LOAD)PER OSSC TABLE 1604.3 ENGINEERED COMPOSITE LUMBER: p I- DEFLECTION 4. REINFORCEMENT SHALL NOT BE CUT OR DAMAGED IN EITHER NEW OR EXISTING CONCRETE 3. ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN WRITING BY "� C V) ° 1. ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER(MICROLAM), // w DURING INSTALLATION. THE SUPPLIER TO BE LESS THAN 19%MOISTURE CONTENT. (CLADDING DESIGN) • 4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED(PT)PER PARALLEL STRAND LUMBER(PARALAM),AND LAMINATED STRAND LUMBER(TIMBERSTRAND) "i u- < Q NOTES: 1. LIVE LOADS REDUCED PER OSSC 1607.10 SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS,MANUFACTURED BY TRUS-JOIST �'�/ Q - cn W THE AMERICAN WOOD PRESERVERS BUREAU(AWPB)UNLESS AN APPROVED MOISTURE OR AN APPROVED EQUAL. 1..` W 1- r► m 2.MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM OR CONCRETE: BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY MARK. CONCENTRATED LOAD. 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, 2. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: SNOW CRITERIA 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. DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH THE OSSC 2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM i ENGINEERED COMPOSITE LUMBER E RM I T REVIEW SNOW DRIFT PER OSSC AS SHOWN ON PLANS C39,UNLESS NOTED OTHERWISE,AND SHALL BE AS FOLLOWS: 6. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. COMPOSITE LUMBER TYPE MODULUS OF ELASTICITY ALLOWABLE FLEXURAL GROUND SNOW LOAD P g =10 PSF IN ACCORDANCE WITH 2014 SNOW LOAD ANALYSIS (PSI) STRESS(PSI) ISSUE�� E FOR OREGON CONCRETE STRENGTHS 7. PROVIDE SOLID LINES OF BLOCKING,SAME DEPTH OF FRAMING MEMBER,AT ALL BEARING LSL 1,500,000 2,350 FLAT ROOF SNOW LOAD P f =15 PSF DESCRIPTION fc(PSI) WATER- ENTRAINED OTHER POINTS. LVL 1,900,000 . 2,600 SNOW EXPOSURE FACTOR C° =1.0 CEMENT RATIO AIR I PSL 2,000,000 2,900 BY WEIGHT SNOW LOAD IMPORTANCE I =1.0 FOOTINGS,STEMWALLS 3,000 0.53 2%+/-1.5% FACTOR 1 ° ° WOOD STRUCTURAL PANEL SHEATHING: NOTE: THERMAL FACTOR C =1.0 RETAINING WALLS 3,000 0.50 6%+/-1.5I° t 1. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE"U.S.PRODUCT FLEXURAL STRESSES NOTED ABOVE ARE FOR 12"DEEP MEMBERS. DEEPER MEMBERS SHALL BE WIND CRITERIA EXTERIOR SLAB-ON-GRADE 3,000 0.48 6%+l-1.5°t° STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE"U.S.PRODUCT DESIGNED FOR REDUCED STRESSES PER THE MANUFACTURER'S REQUIREMENTS. REV DATE ISSUE TITLE MAIN WIND FORCE 120 MPH BASIC WIND SPEED(3-SECOND GUST) INTERIOR SLAB-ON-GRADE 4,000 0.48 N/A STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL USE PANELS,"OR RESISTING SYSTEM THE"APA PRP-108 PERFORMANCE STANDARDS." ANCHOR BOLTS: COMPONENTS AND 120 MPH BASIC WIND SPEED(3-SECOND GUST) NOTES: 2. UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL PANELS SHALL BE APA RATED SHEATHING, 1. ANCHOR BOLTS FROM SILL PLATES TO FOUNDATION SHALL BE GALVANIZED. CLADDING A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE EXPOSURE 1,OF THE THICKNESS AND SPAN RATING AS FOLLOWS: 2. ALL ANCHOR BOLTS SHALL HAVE A GALVANIZED PLATE WASHER BETWEEN THE SILL PLATE AND EXPOSURE CATEGORY B FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. . NUT, GUST/INTERNAL PRESSURE GC I Pi I =+/-0.18 B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT WOOD STRUCTURAL PANEL SHEATHING 3. ANCHOR BOLTS SHALL BE PLACED SO THAT PLATE WASHER IS NO MORE THAN 1/2"FROM THE SEISMIC CRITERIA CONFORMING TO ASTM C150 FOR TYPE I,OR TYPE II. USE THICKNESS/RATING SHEATHED FACE OF THE SHEARWALL.WHERE SHEATHING IS APPLIED TO BOTH SIDES OF RISK CATEGORY II C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. ROOF SHEATHING 5/8"-INDEX 40/20 SHEARWALL,ALTERNATE ANCHOR BOLTS. SITE CLASS D FLOOR SHEATHING 7/8"-INDEX 60/32 4. ANCHOR BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT IMPORTANCE FACTOR I I e I =1 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: WALL SHEATHING 1/2"-INDEX 32/16 DISPLACEMENT DURING CONCRETE PLACEMENT.DO NOT HAND SET OR WET SET. PROJECT MANAGER: CN SEISMIC DESIGN CATEGORY D 5. SILLS AT WALL SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR BOLTS AT 4'-O"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, NICE SPECTRAL S S =0.985 S 1 =0.36 MINIMUM CEMENT CONTENT DESIGNER: YS 3. ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE.HOLDOWN BOLTS DO NOT TAKE THE ACCELERATIONS fc(PSI) MINIMUM CEMENT CONTENT PER CUBIC SUPPORTS AND END JOINTS SHALL BE STAGGERED. PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. DRAWN BY: FCE-ENG-4 DESIGN SPECTRAL S =0.726 IS =0.403 YARD 4. ROOF SHEATHING SHALL BE BLOCKED,OR HAVE EDGES SUPPORTED BY PLYCLIPS. 6. ALL SILL PLATES SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE. ACCELERATIONS DS D1 3,000 470 LBS. 5. FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES HOLDOWN BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. PROJECT NO: 16-T100 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-10 SECTION 12.8 4,000 550 LBS. MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS 7. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL. NORTH-SOUTH DIRECTION EAST-WEST DIRECTION 5,000 630 LBS. SHALL ALSO BE GLUED AT THE T&G JOINT. DATE: 12/15/2016 SEISMIC LOAD RESISTING LIGHT FRAMED WOOD SHEAR WALLS LIGHT FRAMED WOOD SHEAR 6. SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE SYSTEM WALLS NOTES: REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PSi OR PS2. HOLDOWN BOLTS: SCALE: AS SHOWN RESPONSE MODIFICATION R =6.5 R I =6.5 A. FLYASH CONFORMING TO ASTM C618"TYPE F,"OR"TYPE C"MAY BE USED TO REPLACE UP 7. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE 1. ALL HOEDOWN BOLTS AT SHEAR WALLS TO FOUNDATION SHALL NOT BE IN CONTACT W/ FACTOR TO 20%OF THE CEMENT CONTENT,PROVIDED THAT THE MIX STRENGTH IS BLOCKED AT ALL PANEL EDGES.SHEET SIZES SHALL BE 4'X8'UNLESS AT BOUNDARIES OR PRESERVATIVE TREATED(PT)WOOD.PT WOOD PLATES SHALL HAVE OVERSIZED HOLES 1/4"MIN SEISMIC RESPONSE C=0.111 CI S=0.111 SUBSTANTIATED BY TEST DATA. FRAMING CHANGES. REFERENCE PLANS FOR ADDITIONAL REQUIREMENTS. &3/8"MAX LARGER THAN BOLT SIZE.AS AN ALTERNATIVE,THE ANCHOR MAY BE SLEEVED WITH COEFFICIENT ANCY FACTOR r=1.0 r=1.0 2. HOLDOWN BOLTS SHALL BE INSTALLED BUSHING ORGALVANIZID N MANUFACTUR R S SPECIFICATIONS. 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA COMPLIANT WITH ACI-318 CHAPTER 5,A MINIMUM OF TWO WEEKS PRIOR TO PLACING 3. HOLDOWN BOLTS SHALL BE PLACED A MINIMUM OF 5"FROM THE END OF CONCRETE CONCRETE. STEMWALLS.ADD ADDITIONAL 2x STUD AS REQUIRED. CLUBHOUSE 5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE 4. SEE HOLDOWN SCHEDULE,DETAILS 3/S5.1,5/S5.1,&6/S5.1 FOR TYPICAL HOLDOWN APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE INSTALLATION REQUIREMENTS. STRUCTURAL OBSERVATION: 1. THE STRUCTURAL ENGINEER OF RECORD(SER)WILL PERFORM STRUCTURAL OBSERVATIONS SUPPLIER. 5. HOLDOWN BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT BASED ON THE REQUIREMENTS OF THE IBC AT THE STAGES OF CONSTRUCTION LISTED BELOW. 6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR WET SET. THE ON TH SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE 6. HOLDOWN BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL,THREADED ON BOTH ENDS UNLESS PERFORM THESE OBSERVATIONS: MIX DESIGNS. A HIGH RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494"TYPE NOTED OTHERWISE. SHEET TITLE: F,OR TYPE"0"MAY BE USED IN CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT EXCEED 10-INCHES. GENERAL STRUCTURAL STRUCTURAL OBSERVATIONS 7. SLEEVES,OPENING,CONDUITS,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE CONSTRUCTION PHASE I BY OBSERVATION COMMENTS STRUCTURAL LLAAC NG CONCRETEDRAWINGS CONDUITS TS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE NOTES PRIOR TO FIRST CONCRETE POUR I X REF.FOOTNOTE A,B,C DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER AS REQUIRED TO ADDRESS STRUCTURAL ISSUES 1 X REF.FOOTNOTE A,B THAN THREE DIAMETERS ON-CENTER. 8. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM A. STRUCTURAL OBSERVATIONS ARE INTENDED TO VERIFY GENERAL CONFORMANCE WITH SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. THE STRUCTURAL DRAWINGS.SPECIAL INSPECTIONS AND TESTING ARE STILL REQUIRED. 9. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL NOT BE B. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH HAND SET,OR WET SET. VISIT. 10. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC CODE OF SHEET NUMBER: C. STRUCTURAL OBSERVATION TO OCCUR AFTER THE REINFORCING STEEL HAS BEEN STANDARD PRACTICE SECTION 7.5. INSTALLED 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. S 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 144-44- - 1. VENEER SHALL NOT EXCEED 5"IN THICKNESS. APPLICABLE IBC CODE. REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS INCLUDES,BUT NOT LIMITED TO THE FOLLOWING ENGINEERED 2. PROVIDE 1"MIN(41/2"MAX)AIR SPACE BETWEEN VENEER AND STUD WALL SHEATHING. 2. WOOD PRODUCTS: 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 FREQUENCY 3. VENEER ANCHORS ARE TO MEET THE REQUIREMENTS OF ACI 530-08.6.2. LUMBER(LSL),AND PARALLEL STRAND LUMBER(PSL). - > ' REFERENCE STANDARD °'��, 3. SUPPLIER SHALL SUPPLY JOISTS,BRIDGING,HANGERS,BLOCKING,AND OTHER ACCESSORIES CONTINUOUS PERIODIC 4 4. VENEER TO BE ANCHORED DIRECTLY TO WALL STUDS,COLUMNS,CONCRETE WALLS,CMU REFERENCE � �r' WALLS,OR STRUCTURAL ELEMENTS.ANCHORS TO BE SPACED AT 16"OC HORIZONTALLY AND NECESSARY FOR THE PROPER ERECTION&PERFORMANCE OF THEIR PRODUCT.THESE SHALL SOILS 4 18"OC VERTICALLY, MAXIMUM.IN NO CASE IS THE AREA OF VENEER SUPPORTED BY EACH BE CLEARLY CALLED OUT AND DETAILED ON THE SHOP DRAWINGS. GEOTECHNICAL INVESTIGATIONS TABLE GEOTECHNICAL INVESTIGATION ANCHOR TO EXCEED 2.0 SQ.FT. AT AREAS WITHIN 12'-0"OF CORNERS THE VERTICAL SPACING 4. SUPPLIER SHALL INSPECT ALL JOISTS,BEAMS,BRIDGING,HANGERS,BLOCKING,AND OTHER 1705.6 SHALL INCLUDE ITEMS OF SPECIAL F R O E L I C H OF TIES SHALL NOT EXCEED 12"OC. ACCESSORIES AFTER INSTALLATION AND PROVIDE WRITTEN VERIFICATION OF PROPER 1803 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 ENGINEERS 1 ANCHORS. RECORD. GUIDELINES MAIN OFFICE: 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 6969 SW HAMPTON ST JOINT REINFORCEMENT TO BE SECURED TO SEISMIC ANCHORS. INSTRUCTIONS AND SPECIFICATIONS. SHALLOW FOUNDATIONS ARE 1705.6 PORTLAND,OREGON 97223 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 (503)624-7005 RECOMMENDATIONS. 8. ISOLATE THE SIDES AND TOP OF ANCHORED VENEER FROM THE STRUCTURE SO THAT DESIGN BEARING CAPACITY BEND OFFICE: 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 745 NW MT WASHINGTON DR TO THE VENEER. DRIFT LOADING SHOWN ON THE PLANS. EXTENDED TO PROPER DEPTH 1705.6 SUITE#205 9. PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGER THAN 16"IN EITHER DIMENSION. FLOOR LIVE LOAD: CORRIDORS 100 PSF AND HAVE REACHED PROPER BEND,OREGON 97701 SPACE ANCHORS AROUND PERIMETER OF OPENINGS AT A MAXIMUM OF 3'-0"OC PLACE LIVING SPACES 40 PSF MATERIAL ANCHORS WITHIN 12"OF OPENINGS. FLOOR DEAD LOAD 27 PSF PERFORM CLASSIFICATION AND TABLE X TESTING OF COMPACTED FILL froelich-engineers.com 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) JOB# 16-T100 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 ._.. ,O T 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 n 44 ACCORDANCE WITH ASTM C140. WOOD PRODUCTS NEEDS TO HAVE PRIOR APPROVAL BY THE MANUFACTURER. COMPACTED FILL ) �, . 2. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. PRIOR TO PLACEMENT OF TABLE X ', 11. THE JOIST MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS0,,_%.. 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 1705.6 154 4. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(F'm)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. 2105. ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS WITH COLUMNS, 5. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. WHERE NO COLUMN CONNECTIONS,CONNECTION HARDWARE,ETC. OJ i�� TABLE 2 � � REINFORCEMENT IS SPECIFICALLY CALLED OUT ON THE PLANS,WALLS SHALL BE REINFORCED 13. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING1 ) . AS INDICATED IN THE"MASONRY REINFORCING STEEL"SECTION OF THESE NOTES. (UNLESS NOTED OTHERWISE): REQUIRED STRUCTURAL SPECIAL INSPECTIONS y 1 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 17 MO EXPANSION JOINTS EXCEPT AT ALL FLOOR AND ROOF LEVELS. A MINIMUM OF ONE VERTICAL#5 IBC CODE CODE or FREQUENCY ROOFS: LIVE LOAD-1/240 OF SPAN,TOTAL LOAD-1/240 OF SPAN BAR SHALL BE LOCATED ON EACH SIDE OF AN EXPANSION JOINT. REFERENCE STANDARD EXPIRES: 14 )/Z tiI. I 14. DESIGNS,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: REFERENC CONTINUOUS ( PERIODIC CONCRETE MASONRY ASSEMBLY STRENGTH A. DEFLECTION DESIGN CRITERIA CONCRETE fm(PSI) I 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 1,500 1900 2,000 TYPE M OR S C. ERECTION AND PLACEMENT CRITERIA INSTALLED IN HARDENED TABLE 1705.3 3.8.6,8.1.3,21.1.8 ANCHOR PRODUCT NAME,TYPE, D. DETAILS OF ALL BRIDGING,BRACING,STIFFENERS,BLOCKING,CONNECTIONS&HANGERS CONCRETE AND DIMENSIONS,HOLE E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS DIMENSIONS,COMPLIANCE WITH 7. PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING COLD WEATHER DRILL BIT REQUIREMENTS, (TEMPERATURE BELOW 40°F(4.4°C))OR HOT WEATHER(TEMPERATURE ABOVE 90°F(32.2°C)) F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT CLEANLINESS OF THE HOLE AND SHALL CONFORM TO ACI 530.1 ARTICLE 1.8 C AND 1.8 D. 15. CALCULATIONS OF THE ENGINEERED WOOD PRODUCTS MUST BE SEALED BY THE PRODUCT ANCHOR,ADHESIVE EXPIRATION ENGINEER AND SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER OF RECORD. DATE,ANCHOR/ADHESIVE 16. I-JOIST SHALL HAVE LAMINATED VENEER LUMBER(LVL)FLANGES W/ORIENTED STRAND BOARD INSTALLATION,ANCHOR (OSB)WEBS. 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 01.4 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 01.4 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 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 File' 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 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 AC!318:8.1.3 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 Z 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 2 NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE STRUCTURE. VERIFYING USE OF REQUIRED MIX TABLE ACI 318:CHAPTER X 4. FULLY GROUT ALL WALLS BELOW GRADE AND WHERE INDICATED ON PLANS. 6. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM DESIGN(S) 1705.3 4 W II. LOADS AND ANY SNOW DRIFTING/SLIDING SNOW INDICATED ON DRAWINGS: 1904 ACI 318:5.2-5.4 O 1904.2t0 1910.2 0 W PREMANUFACTURED WOOD TRUSS LOADING 1910.3 MASONRY REINFORCING STEEL: LOADING TYPE UNIFORMLY DISTRIBUTED LOAD(PSF) U > CONCRETE PLACEMENT TABLE ACI 318:1.3.2.0 X 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 ROOF SNOW LOAD Et 8 o a PLACED IN ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL EAVES: 25 TABLE 5 rn CONFORM TO ASTM A706 GRADE 60. TOP CHORD: 10 3. UNLESS OTHERWISE NOTED ON PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS ROOF DEAD LOAD REQUIRED TESTING FOR SPECIAL INSPECTIONS >- Lu Z BOTTOM CHORD:8 O J n 0 FOLLOWS: SYSTEM or MATERIAL TESTING REMARKS Z J Z O NET WIND UPLIFT 7 �, W W IBC CODE CODE or FREQUENCY IY IN ADDITION TO THE LOADS NOTED,ALL TRUSSES SHALL BE DESIGNED TO SUPPORT A N O MINIMUM WALL REINFORCEMENT-RUNNING BOND REFERENCE STANDARD 0 Z Q O CONCENTRATED LOAD OF 100#AT ANY LOCATION ALONG THE TOP OR BOTTOM CHORDS. CONTINUOUS PERIODIC u. W r VERTICAL REFERENCE I { O tY .• Z NOMINAL WALL THICKNESS I HORIZONTAL REINFORCEMENT GEOTECHNICAL W w O a- o O REINFORCEMENT H 7. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO 8" #5 @ 24"OC I (2)#4 @ 48"OC GEOTECHNICAL ENGINEER TO 1803 TESTING PER GEOTECHNICAL Ci ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING,ELECTRICAL UNITS,FOLDING PARTITIONS re W AND OTHER CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. PERFORM TESTING OF REPORT �"„ r- Q W to 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 �,/ C7 g3 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 LLt toil 1= m 6. PROVIDE ONE BAR MATCHING THE VERTICAL REINFORCING SIZE FOR THE FULL HEIGHT OF A. SHEAR LOADS AS INDICATED ON THE PLANS AND NOTES PRF ARE IAL Epl BGVERAI3�DEN ITY VARIES; X BY THE GEOTECHNICAL ENGINEER 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 q 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL BOTTOM CHORD THROUGH WEB MEMBERSANDASSITESTINGON CLASSIFICATION REINFORCEMENT. THESE DOWELS SHALL BE LAPPED TO THE VERTICAL WALL REINFORCEMENT C. ALL TOP AND BOTTOM CHORDS TO HAVE CAPACITY OF TRANSFERING SHEAR LOADS OF AND BE EMBEDDED A MINIMUM OF 9"INTO THE FOUNDATION WITH A STANDARD 90 DEGREE THROUGH SPLICES. CONTROLLEDAFILL PERMIT REVIEW MATERIALS ISSUE S S U E HOOK. 9. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS CONCRETE 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 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 TMASONRY REINFORCEMENT LAP SPLICE SCHEDULE(IN) FLOORS: LIVE LOAD-1/480 SPAN,TOTAL LOAD-1/360 OF SPAN CONTENTOTE,PERFORM AND DETERMINEE AND AIR ONCESOFEACH DAY FOR A GIVEN TESTS, CLASS CONCRETE,OR LESS BAR SIZE fm=1,500 PSI fm=2,000 PSI I 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 I24 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 NOTES: C. ERECTION AND PLACEMENT CRITERIA EACH SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL AND MINIMUM A. FOR CENTER-TO-CENTER SPACING LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND D. DETAILS OF ALL BRIDGING,BRACING,STIFFENERS,BLOCKING AND CONNECTIONS CONCRETE STRENGTH TABLE ASTM C39 X ONE SPECIMEN FOR EACH 50 CUBIC DIVIDE BY THE SPACING BETWEEN BARS. E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS 1705.3 YARDS."PRECONSTRUCTION TESTS B. FOR MASONRY CLEAR COVER LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND DIVIDE F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT AS REQUIRED PER THE BUILDING BY THE CLEAR COVER. 12. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM OFFICIAL." C. NOTES A AND B SHALL NOT BE APPLIED CONCURRENT,USE THE LARGER RESULTING LAP BOARD CEILINGS. CONCRETE SLUMP TABLE ASTM C143 X LENGTH OF THE TWO WHEN BOTH CONDITIONS OCCUR. 13. DO NOT NOTCH OR DRILL TRUSS MEMBERS WITH OUT APPROVAL OF THE TRUSS CONCRETE AIR CONTENT 1705.3 ASTM C231 X MANUFACTURER AND THEIR ENGINEER. CONCRETE TEMPERATURE ASTM C1064 X PROJECT MANAGER: CN MASONRY REINFORCEMENT COVER USE ( COVER DESIGNER: YS MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER I 1-1/2" DRAWN BY: FCE-ENG-4 1 1-1/2"(#5 AND SMALLER) TABLE 6 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: 16-T100 INSPECTION SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS DATE: 12/15/2016 REFERENCE STANDARD SCALE: AS SHOWN REFERENCE CONTINUOUS I PERIODIC STRUCTURAL WOOD FIELD GLUING OF DIAPHRAGM AND SHEAR WALL ELEMENTS FOR X SEISMIC FORCE-RESISTING-SYSTEMS CONNECTIONS FOR DIAPHRAGM p L CHORDS,COLLECTORS,BRACING, X ALL CONNECTIONS VISUALLY C L U B H OUSE AND SHEAR WALL ANCHORAGE INSPECTED AND HOLDOWNS 1705.11.2 SPECIAL INSPECTION IS NOT REQUIRED WHEN FASTENER FASTENING OF DIAPHRAGM AND SPACING IS GREATER THAN 4"ON SHEAR WALL SHEATHING WITH X CENTER FOR WOOD SHEAR WALLS, SHEET TITLE: EDGE NAILING 54" DIAPHRAGMS,NAILING,BUILDING AND OTHER COMPONENTS IN THE STATEMENT OF SPECIAL SEISMIC FORCE-RESISTING SYSTEM. INSPECTIONS SHEET NUMBER: S1 . 2 SCHEDULE AND NOTES HEADER/BEAM SCHEDULE JOIST FRAMING SCHEDULE BEARING WALL SCHEDULE -- HEADER I BEAM SIZE POST/COLUMN TYPE(UNO) DEPTH JOIST TYPE AND SPACING MARK WALL BASEMENT WALL FIRST FLOOR SECOND THIRD FLOOR WALL TYPE t ,v "` H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING J1 11 7/8" TJI 110's @ 24"OC HEIGHTS (IF APPLICABLE) WALL FLOOR WALL WALL '> W1 10'-2"& 2x6 DF#2 @ 12"OC 2x6 DF#2 @ 16" 2x6 DF#2 @ 16" 2x6 DF#2 @ 16" TYPICAL F R O E L I C H B1 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING J2 11 7/8" TJI 230's @ 24"OC LESS OC OC QC CONSTRUCTION B2 5112 x 6 GL (2)2x DF#2 I J3 11 7/8" TJI 360's @ 19.2"OC W2 10'-2"& 2x4 DF#2 @ 12"OC 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" TYPICAL ENGINEERS A LESS OC OC OC CONSTRUCTION MAIN OFFICE: B3 3 1/2 x 11 7/8"GL (2)2x DF#2 ( J4 11 7/8" TJI 560's @ 16"OC 6969 SW HAMPTON ST W3 9'-2"&LESS 2x4 DF#2 @ 12"OC 2x4 DF#2 @ 16" PARTY WALL PORTLAND,OREGON 97223 B4 51/2 x 11 7/8"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) I J5 7 1/4" PT 2x8 DF#2 @ 16"OC OC 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" (503)624-7005 B5 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) J6 5.5" " 2x6 DF#2 @ 12"OC 9'-2"-10'-2" (2)2x4 DF#2 @ 16" 2x4 DF#2 @ 12" OC OC PARTY WALL BEND OFFICE: 745 NW MT B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) J7 11 7/8" TJI 360's @ 16"OC OC OC SUITE#205 WASHINGTON DR BEND,OREGON 97701 B7 51/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) froelich-engineers.com B8 51/2 x 18"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) JOB# 16-7100 B9 51/2 x 21"GL 51/2x6 GL POST B10 6 3/4 x 251/2"GL 5 1/2x7 1/2 GL POST SHEAR WALL SCHEDULE TYPE SHEATHING-NAILING SOLE PLATE RIM JOIST MUD SILL PLATE AND COMMENTS NOTES: � CT J B11 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KINGi . .. CONNECTION TO RIM CONNECTION TO ANCHOR BOLTS(REF 1. REF BEARING WALL SCHEDULE FOR WALL TYPE. B12 PT 51/2 x 15"GL REF PLAN JOIST DOUBLE TOP PLATE NOTE 6) 2. UNIQUE WALL FRAMING CALLED OUT ON PLANS. Ni- B13 PT 31/2 x 11 7/8"GL REF PLAN STD 1/2"APA RATED SHT'G 0.148x3"COMMON @ 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. 0 (1)SIDE W/8d NAILS @ OC LTP4 @ 48"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW 154 BEAM SPECIFIC NOTES: 6"OC EDGED&12"OC @ 48"OC MASA) �� { 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. A 1/2"APA RATED SHTG 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS© 2x PL W/5/8"DIA AB @ 24" SEE NOTE 11 a a W 'IEGCN (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 Q- SHEAR WALL EDGE NAILING 2-SUPPORT ON THE PLANS. WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN THIS TABLE 4"OC EDGEiS&12"OC @ 32"OC MASA} O O `' :.. C B 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 18" SEE NOTE 11 CO CONT DBL 2x TOP PL p CONT DBL 2x TOP PL (1)SIDE W/8d NAILS @ OC LTP4 @ 36"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW -.-�_.- , -v' EXPIRES: .43).J Z t I 3"OC EDGES&12"OC @ 24"OC MASA) _+ FOOTING SCHEDULE FIELD WALL STUD SIZE&SPACING WALL STUD SIZE&SPACING REF BEARING WALL SCHED /PREF BEARING WALL SCHED SIZE REINFORCING NOTES C 1/2"APA RATED SHT'G 0.148x3"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 >{-' 21• 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT @ 4"OC EDGES&12" @ 12"OC MASA) Z = = 0\ TRANS:#4 @ 18"OC BOT OC FIELD = Q DBL STUDS AS REQ'D BY = U C9 w B- SCHEDULE O w ¢ 2 2'-O"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT D 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 3x PL W/5/8"DIA AB @ 12" SEE NOTE 11 vs Li > 0. < TRANS:#4 @ 18"OC SOT (2)SIDES W/8d NAILS OC LTP4 @ 18"OC 6"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW I Z p I Z co @ 4"OC EDGES&12" @ 9"OC MASA) / - CI 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT OC FIELD Q a. _ _ v3, Q 0. H TRANS:#4 @ 12"OC TOP&BOT 5 ,7.‹�, -c I- SHEAR WALL GENERAL NOTES(APPLICABLE TO ALL SHEAR WALL TYPES): . = = . 4 2'-6"x 2'-6"x 10"THICK (3)-#4 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. SHEAR WALL SHTH REF PLAN& 5 3'-0"x 3%0"x 12"THICK (4)44EA WAY-EQ SPACED BOT SHEAR WALL SCHEDULE AS SHEAR WALL SHTH REF PLAN& 2 SHEAR WALL FRAMING IS TO BE 16"OC UNLESS NOTED OR DETAILED OTHERWISE. OCCURS SHEAR WALL SCHEDULE AS 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT _ _ OCCURS 3 SHEAR WALLS ARE TO BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OR DETAILED OTHERWISE. --"- --�' LONG:(3)#4 BOT NOT USED ON THE ANCHORAGE TO FOUNDATION ANCHORAGE TO FOUNDATION 7 2'-0"WIDE x AS SHOWN x 10"DEEPTRANS:#4 @ 24"QC BOT CLUB HOUSE 4 ALL NAILS STATED ARE COMMON NAILS UNLESS NOTED OTHERWISE.8d GALVANIZED BOX NAILS MAY BE SUBSTITUTED FOR THE OR FLOOR, REF PLAN -.I OR FLOOR, REF PLAN 8d COMMON NAILS. O. LL 8d=0.131 x 2-1/2" p 2x OR 3x SOLE PL REF PLAN 0 2x OR 3x SOLE PL REF PLAN HOLDOWN SCHEDULE 10d=0.148 x 3" _, _` &SHEAR WALL SCHEDULE ',` &SHEAR WALL SCHEDULE ♦O F- 16d=0.162 x 3-1/2" _` -..,- ~`"�„-„_ �_ ."."--------SHEAR CO Z MARK HOLDOWN ATTACHMENT ATTACHMENT TO POSTS COMMENTS 1 SHEAR WALL EDGE NAILING 1 SHEAR WALL EDGE NAILINGLU FOUNDATION UNO ON 5 LTP4 PLATES SHALL BE INSTALLED W/(12)8d COMMON NAILS. W PLANS OR DETAILS 6 ANCHOR BOLTS SHALL BE GALVANIZED&SHALL HAVE A 1/4"x3"x3"GALVANIZED PL WASHER BETWEEN THE SILL PL&NUT. NOTES: NOTES: CL ANCHOR BOLTS SHALL BE PLACED SO THAT THE EDGE OF THE PL WASHER IS 1/2"MAX FROM THE SHEATHED FACE OF THE WALL. - NOT REQUIRED 1. REF ARCH FOR WALL FINISHES, FURRING,ETC. 1. REF ARCH FOR WALL FINISHES, FURRING, ETC. WHERE SHEATHING IS APPLIED TO BOTH FACES,ALTERNATE ANCHOR BOLTS,OR SIMPSON MASA-SEE DETAIL 7/S5.1 FOR 2. REF ARCH FOR ADDITIONAL REQUIREMENTS 2. REF ARCH FOR ADDITIONAL REQUIREMENTS tt�� 1 SIMPSON HTT5 (18)0.162x3 1/2"NAILS USE SIMP.SSTB24L INTO (2)2x STUDS PROVIDE#4 DOWEL W/ ANCHOR BOLT PL WASHER REQUIREMENTS. 0 `t ...I TO MAINTAIN FIRE RATING. TO MAINTAIN FIRE RATING. O STEM WALL. USE 518"DIA MIN STANDARD HOOK @EACH 7 PENETRATIONS GREATER THAN 4"WIDE x 4"TALL IN THE SHEATHING OF SHEAR WALLS SHALL NOT OCCUR UNLESS APPROVED . < W ASTM A36 HEX HEAD A.B. HOLDOWN LOCATION BY ENGINEER.PENETRATIONS SMALLER THAN 4"WIDE&4"TALL SHALL BE BLOCKED ABOVE&BELOW(STUD-STUD)&EDGE EMBED 8"INTO FIG.W/ NAILED. TYPICAL WALL CONSTRUCTION WI & W2 PARTY WALL CONSTRUCTION W3 Ct w LU 1/4"x3"x3"PL WASHER 0 u BETWEEN DBL.NUT @ BOT. 8 SIMPSON MASA SHALL BE APPLIED DIRECTLY TO SILL PL.DO NOT ATTACH LEGS OVER SHEATHING.DO NOT ATTACH LEGS TO (X 8a OF THREADED ROD WHEN STUDS. 0: t--- NO NO STEM WALL OCCURS. W >- CO Z 9 SEE DETAILS 3/S5.1,5/S5.1,6/S5.1,7/S5.1,&1/S6.1 FOR TYPICAL SHEARWALL INSTALLATION. Flu. ,„j J W O 2 SIMPSON HDQ8 (20)1/4"DIA.x 3"SIMPSON SIMPSON SSTB28L (3)2x STUDS PROVIDE#5 DOWEL W/ SHEAR WALL SPECIFIC NOTESZ "J W 0 : SDS WOOD SCREWS MIN STANDARD HOOK @ EACH Z > HOEDOWN LOCATION 10 FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR GREATER&NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE 0 I d O 3 SIMPSON HHDQ11 (24)SIMPSON SDS 1/4"DIA 1"DIA ASTM A36 THREADED 6x POST OR PROVIDE#5 DOWEL W/ W/0.148x3"@ 4"OC STAGGERED). 1 BEARING WALL CONSTRUCTION W w o I - o x2 1/2"WOOD SCREWS INTO ROD(12 EMBED INTO AS DETAILED STANDARD HOOK @ EACH 11 FRAMING AT ALL ADJOINING PANEL EDGES&SOLE PLATES RECEIVING EDGE NAILING ON BOTH SIDES SHALL BE 3"NOMINAL OR GREATER SCALE: NTS (n Q° NARROW FACE OF MEMBER FOOTING W/114"x3"x3"PL HOLDOWN LOCATION AND NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE W/0.148x3"@ 4"OC STAGGERED)OFFSET SHTG JOINTS TO FALL ON iti S 1 /�' 5 w OR AS DETAILED WASHER BETWEEN DBL. DIFFERENT DOUBLE STUDS. " - I j Q ui co > NUT @ BOT.OF THREADED SIMPSON LTP4 CLIPS @ SOLE PLATE CONNECTION TO RIM JOIST ARE NOT REQUIRED IF UPPER WALL SHEATHING IS CONTINUOUS& W ,rte rte.. CO ROD) 12 DIRECTLY EDGE NAILED TO RIM JOIST. 4 SIMPSON MST37 (11)0.162x3 1/2"NAILS AT -- (2)2x STUDS - TOP&BOTTOM(CENTER MIN STR(22)TOTAL NAILS)CAVITYP ON FLOOR PERMIT REVIEW 5 SIMPSON MST60 (24)0.162x3 1/2"NAILS AT - (2)2x STUDS - TOP&BOTTOM(CENTER MIN ISSUE STRAP ON FLOOR CAVITY (48)TOTAL NAILS) 6 (2)SIMPSON (24)0.162x3 1/2"NAILS @ -- 4x MIN MST60 TOP&BOTTOM. ONE STRAP PER SIDE OF WALL. (CENTER STRAP ON FLOOR REV DATE ISSUE TITLE CAVITY(48)TOTAL NAILS) 7 (2)SIMPSON (38)0.148x3"NAILS TO DBL. - (2)2x STUDS - MSTC66B3 STUDS&(14)0.148x3 NAILS MIN TO SIDE OF BEAM&(4) 0.148x3 NAILS TO BOT.OF BEAM.ONE STRAP AT EACH SIDE OF BEAM NOTE: 1, DBL STUDS SHALL BE LAMINATED TOGETHER WITH 16d NAILS @ 6"OC FULL HEIGHT(TYPICAL) PROJECT MANAGER: CN WHERE STRAP HOLDOWNS DO NOT ALIGN WITH HOLDOWNS BELOW,EDGE NAIL SHEAR WALL SHEATHING TO DBL STUDS BELOW 2. WITH 0.131x2 1/2"@ 4"OC DESIGNER: YS 3. INSTALL HOLDOWNS AND HOLDOWN ANCHORS PER MANUFACTURER RECOMMENDATIONS DRAWN BY: FCE-ENG-4 4. SEE DETAILS 3/S5.1,5/S5.1,6/S5.1,AND 5/S6.1 FOR TYPICAL HOLDOWN INSTALLATION. PROJECT NO: 16-T100 DATE: 12/15/2016 SCALE: AS SHOWN CLUBHOUSE SHEET TITLE: SCHEDULES AND NOTES SHEET NUMBER: FROELICH ENGINEERS MAIN OFFICE: 6969 SW HAMPTON ST PORTLAND,OREGON 97223 (503)624-7005 BEND OFFICE: 745 NW MT WASHINGTON DR SUITE#205 BEND,OREGON 97701 froelich-engineers.com JOB# 16-T100 %WC Tull cl 44 0 tO PROpz. •040it44.4 ti;,1e (4 - 154 2 11" tt,,it tt I 0 IEGat4 ill 3 (4 ...) FOR FRAMING, REFERENCE ' .11 P25 'N.8 . , .."17Z Dew T SHEET S2.4. • S21.4 'EXPIRES; 12-1311zc-*" I _ .---}' .------""e I . ,.../"."7' 1-11 . ,__. --,--___ i 1 \ THIRD FLOOR TOP OF PL s l_ , [ —.14=41111111111b, Fir.""---. •••• lom I —..,* .w........,.. ..r. j % ...._. i ___.. i Al il FOR SHEAR WALL& HOLDOWN OF LEVEL 03, • ......1 . I L L II REFERENCE SHEET S2A ' - - CL , - W I 0 0 i' - FOR FRAMING, —I ---......4 1 --; - 1, ta ----- 1 0 0 REFERENCE LU e.,... ..., 1 k x > -- ss 0 8 i . , N SECOND FLOOR TOP OF PL (1) 2 , 1 : 7 z la 11-1 , ct LT 0 I 11731 0 i <c> 6 _ _ _ FOR SHEAR WALL& w 0 Itle .c . I I /HOLDOWN OF LEVEL 02, 8 ow 0 I— 03115 0 _ _JI --, - ' 111111111111111111 ' I REFERENCE SHEET 52.3 > (7) xci. 1.. a l•i I I t _ i a ri _ FOR FRAMING, .., 11..Q , . _ di / ----4-:-. 1-S1.41-...Jild-1 _ I 1 REFERENCE I i an ,r, 1 . r„----, - SHEET S22. S 1 [ 1 „,,,,,:t I--- -..`,, S2.2 PERMIT REVIEW I th-----. - ————I— L I / _. k= _ FIRST FLOOR TOP OF PL ISSUE , , . .. , . . FT . , i , . _ E I .... i . 1 III / r ._ FOR SHEAR WALL& HOLDOWN OF LEVEL 01, . REFERENCE SHEET SZ2 FOR FRAMING, REV DATE ISSUE TITLE \ / i-il i _ .. ( I. REFERENCE I - , , REFERENCE SHEET S2.1. - 7 i i — .__ a • me • MI \ N FIRST FLOOR TOP OF SLAB du PROJECT MANAGER: CN DESIGNER: YS DRAWN BY: FCE-ENG-4 PROJECT NO: 16-T100 DATE: 12/15/2016 SCALE: AS SHOWN CLUBHOUSE SHEET TITLE: FRAMING & SHEAR 1 CLUBHOUSE - FRAMING & SHEAR WALL MAP WALL MAP S2.0 SCALE: 1/4"= 1'0" 16-T100 SHEET NUMBER: S2 • O FOUNDATION PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 4 ,,, 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 ARE ENCOUDERED,NOTIFY THE ARCHITECT 1 ENGINEER FOR THE CLARIFICATION INAvAr v iv, TIMELY MANNOR PRIOR TO BID OPENING. I C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 21S5.1 A I 1 D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 11S5.1 QID AS GI1 E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. F R O E L I C H T V27 Fir 4 [ 4 0 a ©I 4 YP MAIN OFFICE: 1 _'— , TYP ___, AM 9 r -- 1 -- I _-� E N G M 6969 SW ON SINEER 5 h I El I I I 4 © I 1 1 I 1 4 _ _ KEYED NOTES PORTLAND,OREGON 97223 I I I I ® S5.1 TYP AT ��- - I ■ ■ I ■ TYP DOOR I I I I I I 3 PT 6x6 DF#1 COLUMN.SEE DETAIL 41S5.1 L -- --J I ; I L .._ _J L-- J I L_ _ IEill I BEN(503DOFFIICE: © © _,141- { II, L_ 1 © I L 745 NW MT WASHINGTON DR i- T - - r _ `_: �_._(. I g 11 ��-r , 37 4"CONC SLAB ON GRADE W16X6-W1.4XW1.4 MESH EA WAY OVER VAPOR BARRIER SUITE#205 9 -� w + , - - - - - - -..-- - - V �_ - - - - - - _ BEND,OREGON 97701 PER ARCH OVER SUB-GRADE PER GEOTECH S5.1 W1 I -� 1 55 1 TYP AT S5 2 W1 G., _._, froelich-engineers.com 2 r W1 1 r W1 -I --- DOOR — — 2 J E W1 -I - JOB# 16-T100 ,��`' 2 1- I FOOTING SCHEDULE 1 I , �1 g ITO L IXC I 2 SIZE REINFORCING NOTES r I - 7 r - - AIC r 1 1'6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT S ,y I ; r- - I-- - - 1 - TRANS:#4 @ 18"OC BOT ' I ® W2 W1 6 6 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT I W1- TRANS:#4 @ 18"OC BOT 16 4f 2 L 2 Jiti W2 2Ai 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT � C16) _- _- 11 ^ __ © TRANS:#4 C�3 12"OG TOP 8 BOT< VW I Ei I4 2'-6"x 2'-6"x 10"THICK (3)-#4 EA WAY-EQ SPACED BOT ,. • EGON 4. r 1 I GI „'� I 5 3'-0”x 3'-0"x 12'THICK (4)�#4 EA WAY-EQ SPACED BOT r' �` <.: L __ "`? aw$ 4 6 3'-6"x 3'-6"x 12"THICK (4)-#5 EA WAY-EQ SPACED BOT ® 7 2'-0"WIDE x AS SHOWN x 10"DEET' LONG:(3)#4 BOT NOT USED ON � IEi � L-_,...._- = I--------1a. TRANS:#4 @ 24 OC BOT THE CLUB HOUSE W1 14 1 f © w1 S5.2 SIltW1 W1 II CJ7 ': - s 2 2 2 11 I I14 � ® J 1 I 55.2 +i .' L_ ak II X I X k nrI X 1 5 TYP TYP � 6 1 I I I I 11 W1 I Lri CJ 11 A 55.2 - © j 14 ,I I CJ SLOPE, I I II SLOPE, 1 1 I S5.2 I I REF ARCH I I 6 II REF ARCH 6 AS REQ'D I I SIM I I I I _ - W1 I W1 I L __j L J L J L r I J L - -- -1_ 4 171 r 1, LI __ 0 2 I 12 1 I I ` I r. . - - - � - � - I � - � _ _ _ _r L - - - - _ - �_.. I. I. L _ --_ I I'C,� t - - - - - - - - - - - _1 - X -i_ - - - - Iitai - 1 I I wi i - --J W1 - -- J -L - J LI _ ' L .;.F �/1 I- I I I 2F ® 0 2 - 14 10 I 1 14I � � Z I I I 10 MY G VP I I ® W ® - — - --- - — - - --- _ — - ® TYP I I 0 W 2 L_ - J L TYP TYP J a .m.... iu - 101 LI I J.- ...im in ...—.. — .. .. 71 J • -. .--...__ - i is r i L W 11 T 1 r 1 r - -_._.... 11 W1 - r 1 I r r W1 1 L�_'� I 2 = I I 10 I I 2 4 w W 55.2 10 I I I W1 I I W2 ❑ o ' # ® IZIF = I 1 2 1 I I 1 m W I 1 I I o J ,� o W1 w2 = -4 I- I I I— � - J w w 2 [1 -n . I I i_ I 0 W � i - _J � i r l ' I TYP ¢ < W r`qs � �. I- Mr W1 =- CJ I- -I 1-j- -1 - I I i ® I I ; I CJ I F I ' I I -4 r I I �_ PERMIT REVIEW ® W2 �I V- — 1 4 I ISSUE W1 TirL 2 W2 =4 L ak 2 2 I _1 I I . .i = r � cD) ®TYP p Atik 3 210 CJ� ;S5.2 S5.1 =1__ -1 8 4W1 REV DATE ISSUE TITLE 55.1 1 _L n ] L I Wir = 2 I— J ' 1 1 I) lx1 I Li J L w1I I _-�r r w1 " I J r -- I I 2 I 2 I I I- __ _i___ I _ F_ Ii - _ I I., .-- - I- � =L -- ___-- _ Jj.-- - _ — = = =I _- —___ — �- � L - - ___ —_ _ —_ ,.�L — I ' l` 1 = - 11111 _ L , r r I - I I 10 — L, `J w1 1 L - -_ J I 1 I I f_._. _'_ J ~ PROJECT MANAGER: GN T2 L 0 0 I I I I L -. ..,. .., r J �1 4 DESIGNER: YS Ii 1 l jj _ _ 8 -1 -,r I ' I I I I W1 DRAWN $Y: CAD-3 L ,.,1 Lemli I I L----J i_- -J I 2 PROJECT NO: 16-T100 ® W1 _ _J I 8 2 4 gi 4 1 i 1 7• ; _ DATE: 12/15/2016 L - it ---II- -a ® SCALE: AS SHOWN 2 1 I O - - 0 -- - - 1 I VP ,____.: 1 1 ; I II � � I ..._,.. I ` r- 1 I LTJ I , I I 1-11-.4114--..- " I I 1 1 I ,L�iAl.: 1 11 J I 4 ® 4 I "_J CLUBHOUSE II 4 L_ _J 4 L_1'_J I I 11 Cl.) D 1 SHEET TITLE: FOUNDATION I I I PLAN 1 FOUNDATION PLAN - CLUBHOUSE S2. 1 / SCALE: 1/4"= 1'-0" 16-T100 SHEET NUMBER: S2 . 1 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 "" REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE 18 R. ARCHITECT N ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR S6.2 TOB A 34 AD gh , 0 C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3156.1 UNLESS NOTED ® 23 ® 56,3 23 © 56.1 OTHERWISE F R O E L I C H S6.1 S6.2 S6.2 ��}.� P DBL D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEERS g I19 ® I 0 19 TOP PL I THE SAME SIZE (MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 J 56,2 B11 I B12 S6.2 ® SPLICE NOTED OTHERWISE. SEE DETAIL 4/S6.1. BEND: (541)383-1828 Ell IDENVER: (720)560-2269 B6 M B7 1-4141PAI 4� 20 I B3 I T- + E SUPPORT ALL GIRDER TRUSSES WI A MIN OF(2)2x6 STUDS AT EACH FLOOR TO Froelich-engineers.com Im 1m 0 0 {l © I FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE JOB# 17-T174 - _ _ - _ - _ _ _ _ - _ -® fi = E� B3 I R _ _ _ ____ _ - -_ _ _ o i w H1 P �- - _ _ _ - - - - _ (4-"\ F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) I© 61 I N I B1 I L B4 N cA ' -' J5 m AI I �j ( II I �� CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL I B 11 l I "o S6.2 II 2 . 41 ® 1 ' I 1 m -� 41 Q I I 1 I G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT �:-`' '�- - ✓ J 30 I i k,;:_-.-.-:_-_, r - - ,-i 1 6 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE S - I [ _ ___ __ I CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER D 1611 I .•.---- S6.3 I ° 89 - B9 I I S6.11 Q . ® ID . C) ® m I 1 I AISC CODE OF STANDARD PRACTICE. , S6.2 24 25 ! 2 ® I 6 � ` S6.3 S6.3 I ® ® KEYED NOTES 154 L=-= i '.-- SEE ARCH. �"" 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING leb- I. 2 SIMPSON CS16 x 12-0 ,9'-0' TO 1 314 x 11 7/8 BLOCKING BETWEEN FLOOR JOISTS ® I B11 &3'-0"TO DBL TOP PL OR BEAM. NAIL W/0.148"DIA x 3"NAILS AT EVERY OTHER / k 10 Co m o f I HOLE. ", S6.1 ® 1 S6.1 m ® ;© I 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC igi Is tit Cil SI Li J LI_Li T -4- W I 12 SIMPSON MST37 CENETERED AT DBL TOP PL BREAKEXPRESS' Q 9 ct I I `1 i I 7 /\ 13 SIMPSON HUC BETWEEN BEAM AND POST -� - � (-1---0 6.� 2 1 S6.1 11 I �S7 1 , ' , 15 SIMPSON CMST14 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE (2)ROWS Ali. __-_i I C i - SIM S6.1 24 I 0.148"x3" NAILS @ 5 114"OC. 1 I 49 g SIM I 1 S6.2) 16 3 112x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP. USE SIMPSON HUC410 TO THE Q 1 I CO flp ® ® L - - --_--I L----___ e 9 ADJACENT BEAM WHERE APPLICABLE. 1 B8 B8 S6.1 -- X z I r 1 17 SIMPSON CS14. STRAP 3'-6"OVER DRAG BEAM WI(2)ROWS 0.148"x3"NAILS @ t6" 1 I ' OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS 1 @±6"OC. SEE DETAIL 14156.2 AND 20/S6.2. I28 - 20 SIMPSON HHB3 TOP FLANGE HANGER I CIL--s\) ® o 42 v 6 I 1 1S6.1 f I S6.3 <� 1 21 PT 6x6 DF#1 COLUMN. SEE DETAIL 18/S6.2 S6.1 I O -O I j Lg 2.1 © I 23 ALIGN BEAM WITH WALL ABOVE. 17 I 0 k © I i te % lir I ® I I 24 5 1/2x 6"GL COLUMN WITH SIMPSON CCQ COLUMN CAP ( USE SIMPSON ECCQ AT - - - - m - - -- - - - - - - - - - _._._.__. H1 T.L H1 JAI- - - - - ---....._r l�. - _t_ H1 _ ._0 1. . _ ._..__... 1• \Ta.5)_ - - - B7 � 1 - - - ® - - - ►? - _ END CONDkTIONS ) I 1 I I I - 1`,,:- ...,„I ,� I 25 6x6 DF#1 COLUMN WITH SIMPSON CCQ COLUMN CAP( USE SIMPSON ECCQ AT END _ 1 1 TYP ®i ` ' i I ® �" "I CONDITIONS) Cr) 1" 1 ay 7-•-•\ 21 i 1 _ 26 PT 6x6 DF#1 COLUMN. SEE DETAIL 27/S6.3 I - - - S6.2 COJ r� t I c 30 4x FULL DEPTH DRAG STRUT. TO BE ALIGNED WITH SHEAR WALL. OPP m W I` ® 33 4x8 DF#2 W/(1)2x KING STUD AT EACH SIDE W/(4)0.162x3 112"NAILS TO BEAM F- lumone I - -. .- _. -- _ _ - --. ._I-- .� H 1 1 i e _.....__, B3 _ _-�-- _ H1 B4 LL ; --- - - -.._. _ _ �_ . �L. t i -L... _J ? - �r - - -......,, - - .._ 4 �.- - - - -- - - r ---� - - - - _� - - - _, _ i- - _ - i - - - 38 PRE-MANUFACTURED GIRDER TRUSS W �, I i ---� - -- ai TMP �� I ' } U Q .- I I 1 39 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. p o 11 . Ir--- -, I �a I ® _ I Q I Li �� Q I Q i I 41 2x SPACED DECKING hJ I ® 1 13 i i 0 W I 56.1 CD) S6.1 I 10 S6.216 Ct g O rSIM I h S6.2 HEADER/BEAM SCHEDULE uJ Z _ tri 8 i ' S6.1 I 1 -- O w co © r ' T I 1 1 T HEADER I BEAM SIZE POST/COLUMN TYPE (UNO) Er z co Q- I I r 1� I L f 0 _� _ GO >- H co v I �� L -."� C..1--_I r-- -®-` - -T L__ ®_ 16 ce -- , 1 - H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING W W r0n� 1 -. 42 B1 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING W W O V I> x 1 I _-_-_ 4 I I I i B2 5 1/2 x 6 GL (2)2x DF#2 N © J O I1 I . U __ -�_--_.1 r-1____ 11 i I I B3 3 1/2 x 11 7/8"GL 1I I 1 ' 1 6 I I (2)2x DF#2 r < O °° Z 1� _J L______TF , "" 64 5 112 x 11 718"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) L� w H P 7 Q I - - v SIM �` i B5 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) V i ® _ _ _I LiArk .-....� B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) _. Ico ® Nr () 137 5112 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) PERMIT { 56.1 iM Is. 10 10 I B8 PT 5 1/2 x 15"GL BALANCED REF PLAN SUBMITTAL I i 56,1 S6.1 I I 11 I I I 89 5112 x 21"GL 5 1/2x6 GL POST 6 _ 1 ! 56.1 a B10 6 3/4 x 25 1/2"GL 5 1/2x7 1/2 GL POST 56.1 = I I 'I /� 811 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING 1 /`* �- m I i C I - ;� AIR VENT _ r 612 PT 5112 x 11 7/8"GL BALANCED REF PLAN I PER ARCH , , REV DATE ISSUE TITLE - -, .1 1.-9- .11 .-9" ® . 0 h I B13 PT 3112 x 11 7/8"GL REF PLAN 3/20/18 STRUC REVISIONS '" I _ ��-•}} i - IMAX i • 1 ( , [ I BEAM SPECIFIC NOTES: v< I F 22 !r--- ----a- r � ' • r . I - 611 --_.0 I I 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. < 1 I S6.2 I.. I 2-SUPPORT BEAMS WITH 2 -2x6 CRIPPLE AND 1 -2x6 KING AT EACH END UNLESS I � t � I I ___�-_ � l r .� � 1511.0 -I �,��. � NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. - - - - - -- - - _ _- _ - � _ � _ - J� - - - _ � 1 I - - � _ �_ _ _ - - - - - - - -- - - '_� - - - ___ - - -1--_ lEI J5 I is r - �� 41 I- - I i -- --- - -�- ,''-=-�; /. I I ---- - I 41 I V II PROJECT MANAGER: CN Q -- ____. _____ � I B13 I _• Q D ILL-1 I 1 1 I I` ; J I JOIST FRAMING SCHEDULE DESIGNER: YS a -_ ► - I i I Q - S6.1 LL y LJ � B6 1 I © DEPTH JOIST TYPE AND SPACING DRAWN BY: FCE-ENG-10 0 I A I I v 23 i HI TYP i I ® 42 m J1 11 718" TJI 110's @ 24"OC PROJECT NO: 17-1174 I ® S6.2 --J _____.1,___,......_ _--s em- O v I r J2 11 7/8" TJ!230's @ 24"OC I DATE: 12/15/2016 6 313 © ® m J3 11 718" TJI 360's©19.2"OC SCALE: AS SHOWN 6 6 r I i I , J4 11 718" TJI 560's @ 16"OC S7.1 I' •rIlill ".plc mo! J5 7 114" PT 2x8 DF#2 @ 16"OC I ® B11 %L�=.i B11 I�R': B11 1I J6 5.5" 2z6 DF#2 @ 12"OC 42 (`.�' ' £f J7 11 7/8" TJI 360's @ 12"00 1 I '� -" 32 ® 16 ® I CLUBHOUSE IS6.3 56.2 I ® SIM ' I 7 1 BIAI SHEET TITLE: SECOND FLOOR FRAMING PLAN 1 SECOND FLOOR FRAMING PLAN - CLUBHOUSE S2.2 SCALE: 1/4"= 1'-0" 16-T100 • SHEET NUMBER: S2 . 2 FLOOR FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL ` CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS 3 a._.r AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE -4.A4.5. 1. THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE t 1 # ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR s TO BID OPENING. "" C FOR TYPICAL DBL TOP PL SPLICES,SEE DETAIL 31S6.1 UNLESS NOTED F R O E L I C H (t) OTHERWISE 18 I ; S6.1 ; D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEERS I: (t) Aft 56.21 S6.2 TYP t S6.2 THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 6 NOTED OTHERWISE.SEE DETAIL 4/56.1. BEND: (541)383-1828 DENVER: (720)560-2269 Al,ma ( 561 `��'' #I -� E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO froelich-engineers.com B6 � _ © ____ _ _ _ - 3g t ( B6 I FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE JOB# 17-T174 7 � _ _ ._�..-,.� t S6.1I� �r .,_,_�_,�_ _- _ _- _ 56.1 t H1 TYp Ail- IV 5 *j t , F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) 22 -____ '`^ � � ____ -__ / CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL 5 -...... .,..� � __.._,..,.,._.._- ...-...._.,. ii (41) 1 1.____ __..u______=._ II \ 2/S6.1 41 S62 1 1 B - ' ` I-40 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT t #/ 1 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE Q_ _ __ _ `-- / // t L________________ . _ i 1 CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER t ,._ ,�_ - 1 --22 -----_ I AISC CODE OF STANDARD PRACTICE. .41.ler 111 , S62 • S6.2 i ' � 1 --IiiKEYED NOTES I C 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING,SEE ARCH. 7-1°,00.110.7--.7 1 t 10 -1 2 SIMPSON CS16 x 12'-0",9'-0"TO 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR JOISTS �. ,> =»>a 8 10 ` € &3'-0"TO DBL TOP PL OR BEAM. NAIL W/0.148"DIA x 3"NAILS AT EVERY OTHER "" "? f .,,�._>."" S6.1 56.1 HOLE. : " - .#,` z # t S6.1 t.>� � . . ._...�, �, ( 4 NAIL ROOF SHEATHING TO DRAG AND GIRDER TRUSS BELOW W/MIN OF 0.131x2 " 7 t t 11 10 I i I 1/2"NAILS @ 6"OC UNO ON PLANS Eit.i S6.1 r-3 1.---° S6.1 rt_____ �.' I'!� izi 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR1 imam: t i' 1 I 04 1 ( 6 LOAD OF 5,000 LBS TENSION AND COMPRESSION. SEE DETAIL 8/S7.1 FOR 1 i I i._..._ _ .L �., ,- Wi S6.1 ALIGNMENT AND CONNECTION TO WALL BELOW } # Lai ir ""`"""'""""'"` `"� "' `'"`"1 W 1 g 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC H 0 1i - '' 1_, NW I 10 PRE-MANUFACTURED SCISSOR TRUSSES @ 24"OC(SEE ARCH FOR REFLECTED -111. i NT 1 m ck m v I re) CEILING PLAN VAULT LOCATIONS) i 56.2 AI - # i - . =m==_== >=_=_m==g 12 SIMPSON MST37 CENETERED AT DBL TOP PL BREAK _ B3 -.. -...-.> IM »»>,, S6.1 �.-.� > - »,9 .. w 1 J A\ " r ,� , _ '1 I , 15 SIMPSON CMST14 x 14-0 CENTERED BETWEEN DRAG BEAMS. USE(2)ROWS H1 i r t_ ; ROOF FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE - -411111 THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS :: . REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR §< 1 I ITO BID OPENING. - _ A ali 0 • C TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT S7 1 ® FOR SPECIFIC CHANGES. FROELICH ED eD a ED0 © D PRE-MANUFACTURED DRAG/GIRDER TRUSSES TO BE DESIGNED FOR THE E N G I N E E R S 6 S7.1 I I AXIAL SHEAR LOAD(TENSION/COMPRESSION)LISTED ON THE PLANS. MAIN OFFICE:FNST TRUSSES TO BE DESIGNED TO COLLECT AXIAL SHEAR LOADS AND TRANSFERSW ■ S7.1 PORTLAND,OREGON 97223 57.1 .id s b. II 1 THEM TO THE BOTTOM CHORD THROUGH WEB MEMBERS. THE TOP AND .r, ' � 503)624-7005 1 S7.1 II '�/ ► I BOTTOM CHORD SPLICES SHALL HAVE THE CAPACITY TO TRANSFER THE m Orh_ __ _ ATX AT -_11_ "� SIM AXIAL SHEAR LOAD. BEND OFFICE: _ q3..eft - - u I H1 4 4 Z-0- 11 I) ;-.3 1 ....i_ W _......,, 4 1 745 NW MT WASHINGTON DR O•►••,r I TYP _ _� E PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DBL TOP PL BREAKS W/ SUITE#205 _- - - I - I - 00 " V( - - --- _____ -... -_ __ �^^✓`�'� - - A - -_ _ "�,___ I - - - - - - BEND,OREGON 97701 - � - - - - ---." °, 0•OiDD+itO+�i`:�••+-•.••••+%i+•OD+•+•+•••- O....r O+•' •+DODO++i• ' V -- - - - - 4 (13) 16d SINKERS TO EACH STUD OF DBL TOP PL BREAK(26)TOTAL NAILS. C .-.1 ---__-Y - `��" ---- �- ��" 1-1----117-=-----"n-__ "� --� TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL 3/56.1. Froelich-en ineers.com /� 7/3g �••••••rtottiMagt•PW#W$4402444011. ► •••••••+•••••• •ii - i ►iiiiii �i• iiii ••••••+No. „e.!.•r� 1V i `••�Di•• ••••••• ••••••O�••�'•••• ►••'• i lii `: i+ I F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF JOB# 16-T1004 •;❖ •.S.❖:❖'� '•y:•:�:❖'_ • !•� i• iiip+0•••O••O• •••'••••••� 13 ••••••••O� I THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS .„- _,.,. . .....___ __ _..t ►•�,��••�d,4 ,0,. �'wj..,, ,•a ••• . •►.•�•�•.�•�•.•�+dN•O•••1 � ••• NOTED OTHERWISE. ...4 I ‘4 t 42 r s s s �• •�.'�Vt.1�►> � -z z•0•�•��.�i•••'•iii` Oii•� I - _- ___ _--_ -__ r+•+i••••❖ _.,► �4 ,.i•+.O••ii•• •iii•i•••••i•••••.4of s•••i••v�iid; ,S7.2”••i,• I .0`'. �•+•••••• 1,----- „,s4'+•+•+•+•+++•+ +••+•+•+•+•+•+•+•+++•+ •+•+•+•+~+••►+►+� •+•+•+•+•'+'�•••+•+� 2 G SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO 00000.0•• O •.O+O••••�i+•+•+•O+•00••+O.O000+•«O+•►•O+•+'O+•+0.00+•O+•: �� . . LAI T �•••+►••••••+•• 15 ••••❖••••••• •••••+•••••••••+•••�••.�i•�••s❖S•••�•s•.0•i•••.••••• - ,� FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE - 4 j ii�iii•♦+••♦ S7.2 �%.�%%%%%%%%•00,, H�%+%i; i!+ I 57.1 H PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) � . iiiiiiiiiii• iiiii iiiiiiiiiiii iiii~ilii iiiiiii� 12 iiii•iiiiii+ii SIM y+•+• ••••��•••+••+•�•�+�+�•�+��+�.��•�•�•�•�•�•�•�•. CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL 54 2 I 1 ,i••••••••❖•�•••••••►•• A•••+••.+.•••••••••••+• i0••O.O♦O•tt�y•.000•. 2/S6.1 , , I I41 po .00.00000000♦•O• , . v ♦•�i•••••.••.•.•e•• •.�•►i••Oi•y _ ••i!e•:�•i0•iiiii ••.0•i•4ai•r►r�+.iii-, I ` ` 00 „••••i•••aaa•O••Oi 00000•x••"►• '”-'.” .4� �8 ' `� 3 ❖:❖:• .❖:❖.��•►�•! KEYED NOTESDet$` 0 (gip !''f��'�'�'�'* '�'�'�'� �`��`'�' - :• .••••• +++++,+ i 1 4 NAIL ROOF SHEATHING TO DRAG AND GIRDER TRUSS BELOW W/MIN OF 0.131x2 s 2411 • *--»-- •,DO.•i•••i +.•ii❖••O• * I 1/2"NAILS @ 6"OC UNO ON PLANS i ° i i �•❖i4A.4'*, J ' 1 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR 1 ` L i .."- E .ZZ`k lk v .4.1.S. S71 1 'l0 �i ++*►i+�±••••, I LOAD OF 5,000 LBS TENSION AND COMPRESSION. SEE DETAIL 8/S7.1 FOR - 8 ;%�, s��# 1 ALIGNMENT AND CONNECTION TO WALL BELOW 4' VP t::: VS, 1.1 1•4• /ST' VP 6 GIRDER/DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS 0 g I TENSION AND COMPRESSION. so 1 i 1 7 DESIGN THE DRAG TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION AND _�, 4 +-- COMPRESSION. SEE DETAIL 9/S7.1 FOR ALIGNMENT AND CONNECTION TO WALL ..�. ,...�.,. �.. I BELOW s s 4 E1 I 38 # 1 • ; e i I 8 SIMPSON MST48 CENTERED BETWEEN BOTTOM OF DRAG TRUSS AND TOP OF DBL �.��s�3 < I g ----.1 i I TOP PL. SEE DETAIL 9/S7.1 FOR INSTALLATION -t-I-.•.71 o - 9 PRE-MANUFACTURED ROOF TRUSSES©24"OC _ n t QQ ----�,"--- 11F. 10 PRE-MANUFACTURED SCISSOR TRUSSES©24"OC(SEE ARCH FOR REFLECTED ril , : r r i i I CEILING PLAN VAULT LOCATIONS) •ffi-_� OA* MY , Ame - -4 r- I ,1 . v AO- i•_XiAV1 1 11 GIRDER TRUSS TO BE SUPPORT WALL AT ROOF STEP —- - — I --l _ __. _ _ _ _ — _— _— _ —__11_ — _— _ _i _ _-- - u..._. Oir -_ - —- ---- ...__— -- ---�NI — —.. ——_ _ _ _ -- _ — —— 12 SIMPSON MST37 CENETERED AT DBL TOP PL BREAK 18 #-. 13 SIMPSON HUC BETWEEN BEAM AND POST (0 I- S7.2 i i 1 I ii i �� a 144 .. z 1 I 1 0 i i r-4 n I 14 DRAG TRUSS AT ROOF STEP. ALIGN DRAG TRUSS W/SHEAR WALL BELOW. Q W ! 1 i { i DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 5,000 LBS TENSION AND , ` ' r ' 1 I ; /� 42 _ COMPRESSION. SEE DETAIL 15/S7.2 FOR ALIGNMENT AND CONNECTION TO WALL W - 4 <, 1 r i 1 �J� , -- l-- ---,� 0 BELOW W a. _- " _ _ r .__ _ _ , _ _ - - - _ y 22 ALIGN DRAG/GIRDER TRUSS W/WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR 0 IiL - {� ' V` 0 �� _ - _ _ _ ___ _ LOAD OF 260 PLF ALONG DRAG TRUSS LENGTH DESIGN TO SPAN OVER '� J ® i 1 � ' 0 Y �� I OPENINGS. W 9 14 T 1 1 _ v 14 25 6x6 DF#1 COLUMN WITH SIMPSON CCQ COLUMN CAP(USE SIMPSON ECCQ AT W co LI I E\ � I W END CONDITIONS) �I 0 ® co Tom o '�I 'a ® 27 SIMPSON MST37 CENTERED BETWEEN DRAG TRUSSES r ,LCL.. 0 I 1 r15 � z welpo limine I r? 15 1 28 SIMPSON CS14x 12'-0"LONG. 3'-0"OVER TOP OF DRAG TRUSS AT BOTH END& W >-. CO S7 2 i 1 OVER 2x6 FLAT BLKG BETWEEN ROOF TRUSSES Z Z W I I I " 57.2 I 29 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. O > - . B3 i1 1. q- i f' TYP 11 u- m I 38 . PRE-MANUFACTURED GIRDER TRUSS 11.1.1 w E L Z -� I i I Op ( ) I I 16 I1 ? � CL d w ( Q � �0 VP 1 i 00 I HEADER/BEAM SCHEDULE w �? cv, Lu I HEADER/BEAM SIZE POST/COLUMN TYPE(UNO) I I I's CO NOTE: 0 I H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING I REFERENCE THIRD FLOOR FRAMING FOR LOWER ROOF INFORMATION. N 1 61 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING PERMIT REVIEW I I P I IG I G ( B2 5 1/2x 6 GL (2)2x DF#2 ISSUE I r B3 E___2/ I I B3 31/2x117/8"GL (2)2xDF#2 ' ( I I B4 51/2 x 11 7/8"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) 65 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) fi B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) I I 4 II B7 51/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) REV DATE ISSUE TITLE I I 57.1 � � (► I I1 II I - B8 51/2 x 18"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) 1 i II I B9 51/2 x 21"GL 51/2x6 GL POST II B10 6 3/4 x 25 1/2"GL 5 112x7 1/2 GL POST I i 11 I B11 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING It1 B12 PT 51/2 x 15"GL REF PLAN --- - -�-1-==L,=—_ - - - =___—_ —_ _ _ - - _ _- _—_ - - - _— -- -- _�_ _ _ _— _—_ _— _ _ _ - ---_— _ _= I - _--- _ —_— _ - _ - -. _ _ _ _ -_ _—_-- _� ;� : = 1` _ � B13 PT31/2x 117/8"GL REF PLAN I r PROJECT MANAGER: CN BEAM SPECIFIC NOTES: , I DESIGNER: YS I 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. DRAWN BY: FCE-ENG-4 1I i f , i il, I 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED I OTHERWISE IN THIS TABLE OR ON THE PLANS. PROJECT NO: 16-T100 I I � 1 I DATE: 12/15/2016 i I A I ( SCALE: AS SHOWN I I I I I I II 4 1 I 1 , I IA5.01 CLUBHOUSE tiI I 11 1 1 SHEET TITLE: B D I ROOF FRAMING PLAN (71---- ROOF FRAMING PLAN - CLUBHOUSE 2.4 / SCALE: 1/4"= 1'-0" / 16-T100 SHEET NUMBER: S2 . 4 f" e- r. ! : 0 ��4 - Cs. arm.,. I I 53.2 " � I ` 63 ) _ ^__- ___ FROELICH W1 I i ENGINEERS1 1 I L T - F ___- --_ MAIN OFFICE: I I I "'-I"' - - 6969 SW HAMPTON ST =fi I __ --,i PORTLAND,OREGON 97223 l (503)624-7005 4x10 DF#2 AT STP BEND OFFICE: 1k I --' - 745 NW MT WASHINGTON DR -A L _--- --._ -; :TRINGER MID SF _1 SUITE#205 I I 'i".- _ BEND,OREGON 97701 r ,�1, fraelich-engineers.com ____ __ V JOB# 16-7100 �3)STAlR _1 k ; �� STRINGE RS,REI- 1 6 P DETAILS ON SHE 1 L I =�- o09' --- -- EI S3.2 � Ppn , 12 I I I - SIMPSON_ ___-_ =--1I TI 55.2 I >, __ I HUC410 ,I :4\* '; _1__ -v I - -- 1 1S4 4 I T--- -- I " L 7\ -_ I --- /N ,' . f -ir �- ;_ - -- -,4,-,725 � ` --1 - r-- B4 - __ I Deg I _L.. 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DO NOT NAIL TO UNIT WALL ISSUE SSUE 2 STAIR STRINGER AT WALL 5 BEAM AT MID SPAN S3 3 SCALE: 1"= 1'-O" Tk.A. 0 S3.3 J SCALE: 1"= 1'-0" RUN STRINGER UP SO"FIRST 16-TI00 TREAD"IS FLUSH WITH FLOOR REV DATE ISSUE TITLE (2)SIMPSON HGAIOKT TIE FROM FLOOR SHEATHING REF PLAN STAIR STRINGER TO STAIR BEAM ROOF SHEATHING WITH (4)SIMPSON SDS SCREWS. PER PLAN W/0.131 x 2 (1)TIE AT EACH SIDE OF STAIR 1/2"NAILS @ 6"OC LI, •" •1• , `•• , •/4 I`,\ •`• •` , •,,, • A STRINGER EDGES&12"OC FIELD JOISTS-,,,N ROOF SHEATHING, REF PLAN Ir PROJECT MANAGER: CN REF PLAN r► _ DESIGNER: YS 2x6 CONT BLKG--\ 120 OSB STAIR REF PLAN TREADS DRAWN BY: FCE-ENG-4 --„. c • X BEAM REF PLAN ° �\-� PROJECT NO: 16-1100 ROOF TRUSS BY SIMPSON CE OTHERS HANGER W/SLOPED SEATN. DATE: 12/15/2016 2x6 CONT ATFAEA STRINGERMOUNTED 2x6 PL LEDGER W/ SCALE: AS SHOWN 0.148x3"@ 6" 2X12 STAIR A 1 STRINGERS 0 NOTE: 2x6 DF#1 REF SECTION X REFER TO ARCH.FOR: A-A W/(2)ROWS OF 1.STAIR DIMENSIONS0.148x3" NAILS @ 12"OC_illii OSB STAIR TREAD LEVEL"X"ELEVATION _ , 2. NOSING REQUIREMENTS TO STRINGER CLUBHOUSE 3.STAIR FINISHES 4.RISER&TREAD DIMENSIONS X I• " NOTE: I( , /,/ (/, /41.,. HANGERS SHALL BE: 2x6 DF#I AT ONE AT EA SHEET TITLE: HUC28-3 W/SLOPED SEAT AT y �` SIDE OF STAIR STRINGER /. N-RO CENTER STRINGER , � W/(2)ROWS OF 0.148x3" • HUC28-2 W/SLOPED SEAT AT NAILS @ 12"OC TO STAIR DETAILS REFOF PLAN BEAM OUTER STRINGERS STRINGER STAIR LANDING 2X12 STAIR STRINGERS JOIST PER PLAN SECTION A-A SHEET NUMBER: T 6. LOWER ROOF TO WALL AT STAIR 3 STRINGER CONNECTION TO BEAM - STAIR TOP � .� j 3SG 11403/4"= 1'-d" S3.3 SCALE: 1"=11-0" • 16-T100 S3 ■ 2 -BOLT DIAMETER+ 1/16"DIA HOLE CENTERED IN PL — A--.— A--. POST REF PLAN NOTE: 1.CONTRACTOR MAY USE PLATE 4:: %;- - WASHER OPTION A OR B SIMPSON ABU POST BASE W/5/8"DIA 4'Z' '•- -- - --- 1;4,1,:;•,, \ 2. PLATE WASHER MUST BE HOT ...._____ ---------- SIMPSON STRONG-BOLT 2 WEDGE -N-0,4,,4\,,t'". *4*, DIPPED GALVANIZED ANCHOR(5"MIN EMBED)OR CAST-IN REINF LAP REF PLAN - SHEAR WALL-REF SHEAR WALL 3.STANDARD CUT WASHER NOT —. ANCHOR BOLT(7"MIN EMBED) / 1 SCHEDULE FOR MORE INFO REQUIRED — .......I FROELICH _____/,r_____ 4.ONLY REQUIRED AT SHEAR WALLS . 1 \ .........4 (2)-#3 TIES AT TOP&#3 LONE BARS REF PLAN , lNi I III .. ENSINEERSI TIES @ 12"OC AT REST OF 1'-6" 2x"H" PT SILL PL,ANCHOR BOLT SIZE(OR 3" ... TMINIMUM li 6M9A6I9NSOWFFHAICEM: .... SIMPSON MASA)&SPACING REF PLAN / \--1/4"GALVANIZED PLATE WASHER BRICK VENEER — PIER TY?WALL FOOTING--\\ / / &SHEAR WALL SCHEDULE(SILL PL IN REF ARCH --cit \ CONTACT W/CONCRETE TO BE PT) k i a N. (P54003R)Ti\24-N7D0,05PTONOREGONS T97223 i (1)#4 CONT AT TOP 7A SHEAR WALL PLATE WASHER OPTION A o 0 16"x16"xHEIGHT AS REQUIRED i 1 BEND OFFICE: EDGE NAILING-REF SHEAR WALL IX Ct a. < ..._-= WOMOMM (CAST IN PLACE CONCRETE) .1_c. i 745 NW MT WASHINGTON DR SCHEDULE STAGGER NAILING CONC SLAB ON GRADE REF S5.1 T_Vit3"= 11-cr a. . SUITE#205 < LI- PLANS FOR ADDITIONAL , I BEND,OREGON 97701 BOLT DIAMETER+3/16"x1 3/4"LONG lb o' — 2"TYP-- ,, INFORMATION DIAGONALLY SLOTTED HOLE HOLE co I / 1 EXTERIOR PAVEMENT . X froelich-engineers.com Fit/ i 0- iz., ‘‘,- CENTERED IN PL REF CIVIL = ‘ I \-- JOB# 16-T100 Nebx .____ +2 ,,..), . ..fitid & \ \ I I .00 --1 I V-111E '---4' 74-'" `r't `-' ; ), -- ;-.41t NOTE: -111,----11 401° 1.CONTRACTOR MAY USE PLATE i ---- , 2x"H" ],. L#4x DOWELS @ 24" 7:111.-:_- 6" WASHER OPTION A OR B N-TYP WALL FOOTINE _----- ROUGHENED SURFACE . Z IREINF LAP REF PLAN p,-'54. 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SAW AS SOON AS CONC WILL SUPPORT WEIGHT OF MACHINE WITHOUT REF PLAN FOR REINF INFORMATION CUT EVERY OTHER WIRE REFPENDICULAR , Al I MARRING THE SURFACE. FILL JOINT WITH JOINT TO JOINT PRIOR TO CONCRETE WALL BEYOND SHEAR WALL SHEATHING-7' i\,,,..... FILLER. 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USE THE GREATER OF THE KING PERMIT REVIEW REF GEOTECH REPORT / FOOTING SCHEDULE) POST OR THE HOLDOWN POST ISSUE (-- \ EXTERIOR WALL AT FOUNDATION -AT DOORWAY 7C ANCHOR BOLT PLACEMENT- SINGLE SIDES SHEAR WALLS 5E3.- HOLDOWN AT SHEAR WALL (-Th SLAB JOINTS SCALE: 1"= 11-0" S5.1 SCALE:3"= 11-0" SCALE: 1"= I-0" SCALE: 1"=V-0" 16-T100 16-T100 S5-1 S5.1 16-1100 _1 S5-1 16-1100 0 < i-- REV DATE ISSUE TITLE z w w < F-- x w ' u.i 1 -rtr --dtr-- co CONTRACTOR OPTION: -PILT- REPLACE CAST-IN AB W/EITHER: EDGE OF ROUGH OPENING . 5/8"DIA A307 THREADED ROD EPDXY EMBED 'I OR CORNER OF BUILDING 6"MIN W/SIMPSON SET-XP EPDXY. 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SHOWN CLUBHOUSE i, . , MASA) t---, //)( / . .. ...<. BLKG FOR GYP BOARD a. FROM WALL / / Z . I 1,'" i 117 TA ,I'l ' FOUNDATION NOT SHOWN / MT LU CI I I I SHEATHING TYP I I REF PLAN / / - / / 0 0- 7:1111-11P411 111=111=1117 / \_. Z LL. lEl El I I-- / %1 -.... • td-------, SHEAR WALL 2 L_iiiNV / 0 it 1 -I i, f 3"CLR ANCHOR BOLT - - / 0 - --An- REF PLANS SHEET TITLE: 2..\ REF PLAN OR 1/2"MAX/ /// / / CONT REINF REF SCHEDULE-,/ /3"CLR SCHEDULE --„,,,,,, FROM WALL / NOTE: FOUNDATION SHEATHING TYP REINF REF PLAN - HOLDOWN BOLT TO BE PLACED 5"MIN , REF PLAN FOR , / / / FROM EDGE OF CONCRETE. ADD DETAILS 'FOOTING SIZE&REINr i ' -, ADDITIONAL 2x STUD AS REQUIRED& . . FASTEN TO DBL 2x HOLDOWN POST WI 11, A-A ----------PROVIDE AN ADDITIONAL FOUNDATION 0.148x3"NAILS @ 4"OC STAGGERED WALL DOWEL ADJACENT TO HOLDOWN SHEET NUMBER: (-7C-' INTERIOR SHEAR WALL AT FOUNDATION 7D ANCHOR BOLT PLACEMENT - DOUBLE SIDED SHEAR WALLS 6 'TYPICAL SHEAR WALL & HOLDOWN AT FOUNDATION 3-. \ HOLDOWN AT ADJOINING SHEAR WALL ' s5.1) sie,GATLigo: in= V-0" SCALE: V'= V-0" SCALE: 1"= V-0" 16-T100 S5-1 si6c-ATlioEo:3"=1.-Cr S5.1 16-T100 S 5 • 1 44 PL WASHER REF SHEAR CONTRACTOR OPTION: NOTE: f REPLACE CAST-IN AB W/EITHER: 3x PL WASHER NOT REQUIRED !SHEAR WALL REF SHEAR WALL LWALL SCHEDULE&DETAILr SCHEDULE FOR MORE INFO _ 7/S5.1Sf:*,_4=--tvl'444:.% 5/8"DIA A307 THREADED ROD EPDXY EMBED AT NON SHEAR WALLS-TYP ,;� � � ��,�` 6"MIN W/SIMPSON SET-XP EPDXY. III • AIR GAP&VENEER REF ARCH (1)#4 CONT AT TOP F R O E L I C "" PT 2x SILL PL,ANCHOR BOLT SIZE& 2x STUDS REF PLANSPACING REF PLAN&SHEAR WALL h... . ENGINEERS 1 - --NN-:-4--- r- SCHEDULE(SILL PL IN CONTACT W/ .... ' CONC SLAB-ON-GRADE REF PORTLAND: (503)624-7005 WALL FINISH REF ARCH- , CONCRETE TO BE PT) PLANS FOR ADDITIONAL BEND: (541)383-1828 ' Z INFORMATION DENVER: (720)560-2269 EDGE NAILING REF SHEAR WALL iroelich-engi17-T1 com 2x PT SILL PL W/ 5/8"DIA SCHEDULE STAGGER NAILING WWF REF PLAN 1/„ .IOB# 17-fi174 AB(7"EMBED)©48"OC (1)#4 CONT AT TOP I:'_ / CSR (SILL PL IN CONTACT W/ 2i CONCRETE TO BE PT} CONC SLAB-ON-GRADE-REF PLANS a a y FOR ADDITIONAL INFORMATION REF (1)#4 CONT AT TOP--------*""----------'11-4.1i4 ARCH FOR STEPPED CONDITION CLR 1 :e.....t2., -+*-' ivI ,i to -� ` 1i-IIS= I "^^y �. IF STEM WALL HEIGHT 'I�- `�, =111= IS GREATER THAN 2'-6" -• 6" "' `rt � � ØH'IjI ? ADD ADDITIONAL#4 /,'\/\, ,/ ��to- , `III��IIIIig1 s l jifll,�� HORIZ@12"OC �//;-- ' tt . * 6" m s/ IF STEM WALL HEIGHT IS `• ` •*t.. GREATER THAN 2'-6"ADD n-REF PLAN 1-0 3 CLR ,++ * 4° `. ADDITIONAL#4 HORIZ ".", FOUNDATION DRAIN REF GEOTECH / 12"OC \ / \•3"CLR #4 DOWELS @ 24" REF PLAN FOR #4xLDOWELS©36"OCJ OC(ALT HOOKS) / � 8" SIZE&REINF tap,. ' 8" (ALT HOOKS) / REF PLAN FOR / CONT REINF(REF PLAN) SIZE&REINF 14 BEARING WALLS TO FOUNDATION -AT GARAGE ( 11 \ FOUNDATION AT EXTERIOR WALL - WITH BRICK 1' SCALE: 1"= 1'-0" SCALE: 1"= -0" 55.1 / 16-T100 S5.3)BEARING CONTRACTOR OPTION: REPLACE CAST-IN AB W/EITHER: 1/2"DIA A307 THREADED ROD EPDXY EMBED 6"MIN W/SIMPSON SET-XP EPDXY. 1/2"DIA SIMPSON STRONG-BOLT 2 WEDGE ANCHOR,EMBEDDED 5"MIN. J b 0 NOTE: Oyu- 3"SQ WASHER NOT REQUIRED (^ v AT NON SHEAR WALLS-TYP Q W I- 2x STUDS REF PLAN (i) U) W 2x PT SILL PL W/1/2"DIA AB WALL FINISH U ° (7"EMBED)©48"OC(SILL REF ARCH IX I o PL IN CONTACT W/ ca E"' u� CONCRETE TO BE PT) SLAB ON GRADE 0 Ce H REF PLAN n/ L.L 8 REWF REF PLANW >- Z 438 i. IL" --.,— a. ‘ i . . „ > uj Z . .0. va FOP 11,:t u_ Lry <° ,.. z a. =Illi, 1I-1i, 6',- �t-iiii- W will O ¢ LU 0 LU - 2 ,Ti `-.,� 3"CLR > cn --i m 4 E..'\ ,f \ rn Q O z !/ /3"CLR 0- aj CONT REINF REF SCHEDULE REF PLAN FOR / FOOTING SIZE&REINF REINF REF PLAN PERMIT SUBMITTAL 15 NOT USED 12 INTERIOR BEARING WALL AT FOUNDATION SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" S5.2 16-T100 55.2 16-T100 REV DATE ISSUE TITLE /4\ 3/20/18 STRUC REVISIONS STUD WALLS ABOVE PER PLAN&DETAILS SHEAR WALL-REF SHEAR-\ WALL SCHEDULE FOR NOTE: I MORE INFO PROJECT MANAGER: CN • CONNECTION SIMILAR AT FTG/FTG INTERSECTION PT SILL PL,ANCHOR BOLT SIZE(OR SIMPSON MASA)& DESIGNER: YS • REF 8/S5.1 &10/S5.1 FOR SPACING REF PLAN&SHEAR WALL SCHEDULE(SILL PL IN ADDITIONAL INFO CONTACT W/CONCRETE TO BE PT) (1)#4CONT ATTOP DRAWN BY: FCE-ENG-10 PROJECT NO: 17-T174 EDGE NAILING-REF SHEAR ' WALL SCHEDULE STAGGERiFOR CONC SLAB-ON-GRADE-REF PLANS DATE: 12/15/2016 EXT GRADE-\\ NAILING "� ADDITIONAL INFORMATION C SCALE: AS SHOWN / ...it it - - =11IH =1I1= I i4\i' sI ____� CLUBHOUSE i -i THICKENED SLAB FTG IF STEM WALL HEIGHT IS-11 ,L �/4ic,.,j. GREATER THAN 2'-6"ADD ''t-REF PLAN \ -. AND REINF, REF PLAN ADDITIONAL#4 HORIZ @12" ems j��i'r Z-a"x 2'-0"HOOKED#4 OC " \ \ SHEET TITLE: ss/\ Sly •• ••, •_ • BAR TO MATCH REINF FOUNDATION //+, �4 �• - #4x LDOWELS 24"OC 3"CLR 2,, , • • 4Ib 0 (ALT HOOKS) REF PLAN FOR /�\ /N8" \ - SIZE&REINF / \\ CONT REINF DETAILS FOOTING SIZE AND REINF,REF PLAN (REF PLAN) A SHEET NUMBER: 16 THICKENED SLAB/STEMWALL INTERSECTION 13 INTERIOR SHEAR WALL TO FOUNDATION -AT GARAGE 55.2 s X001"= 1'-0" 5.2� SCALE: 1"=1'-0" 16-T100 ( NOTE: N MINIMUM DIMENSION OF DOUBLE TOP PL SHEATHING SHALL BE 24". 411 4„41., -;'''1•1-'' ______vt___;,_____„„,„-•2x STUD WALL(IF OCCURS) 2x SOLE PL W/0.148x3"@ 6" -- , . ,,,,,•,W- ..,,-4k.- '4ti'.,•:›''-'4,-,,,,1• . ,44,.1.-„,, OC UNO&SIMPSON LTP4 AS '-' " ' ' IT-- REQ'D TO RIM JOIST(REF II II , , _ WALL SHEATHING 2x STUD WALL SHEAR SHEAR WALL SCHEDULE) NOTE: II I II • REF ARCH 0.148 x 3"NAILS @ 4"OC TO BLKG PANEL JOINTS TO BE CENTERED FROELICH 0.148 x 3"NAILS @ TYPICAL HEADER BEARING CONDITION H 11 H II EDGE NAILING 4"OC TO BLKG(AT W/(1)CRIPPLE MAX&(1)KING STUD ON STUD(OR 3x STUD-REF ' • ENGINEERS1 FLOOR SHEATHING SIM) FLOOR TOPPING REF PLAN NEED NOT COMPLY WITH THIS DETAIL. SHEAR WALL SCHEDULE) 11 11 11 . MAIN OFFICE: REF PLAN FLOOR TOPPING WALL SHEATHING REF PLAN FLOOR 1 . 2x BLOCKING AT PANEL 6969 SW HAMPTON ST REF PLAN &SHEAR WALL SCHEDULE ----i\r-- I I I I I I I . EDGES REF SHEAR PORTLAND,OREGON 97223 (503)624-7005 /FLOOR SHEATHING REF PLAN WALL SCHEDULE POST OR DBL STUD ABOVE '47--7--4I--:---i :-:-1.1-- : . • . 71 ---4.-- '''„;'„•, ii--11--:- --q--1 'II . BEND OFFICE: r r 1 ' i I '" l' - I":-11 745 NW MT WASHINGTON DR II I 14 14 Alli.., SUITE#205 I-JOIST BLOCKING 11 i II I I EDGE NAILING BEND,OREGON 97701 4•. ' @ 48" OC(AT SIM) 1 3/4"RIM JOIST W/0.148x3" t' ' ' - - - 'I - 1 /i/ I - r ,' ,(// _ , , , H 1 H SHEAR PANEL REF froelich-engineers.com • TOENAILS @ 8"OC&SIMPSON LTP4 AS REQ'D TO DBL TOP PL .---VERTICAL GRAINED I II U II . SHEAR WALL SCHEDULE JOB# 16-T100 I-JOIST BLOCKING @ 48" OC SOLID FIELD CUT I (REF SHEAR WALL SCHEDULE) - ------ BLOCK TO FACE OF <,. . . • 5-'10 prrork14 ,, ., >,-,) 1 IJOIST REF I I H I WALL(MATCH WIDTH I-I • 2x STUD WALL REF PLAN (AT SIM) [I I I•1 tiCrti CONT I JOIST BLKG(USEY 1-JOISTS-REF PLAN C---2- , _........_ . .i CONTINUOUS RIM JOIST- OF POST ABOvE) • II N II II REF PLAN • FIELD NAILING 0 ,esN 1 3/4"LSL BLIK'G AT 2ND -......:NNN...,„,_ I -.. .---NN_ II U II 1.1 ••S. _-.1GINEe 'd> FLOOR FRAMING) STAIR AT SIM CONDITION (2)-0.148 x 3"NAILS 1 1/2" FLOOR JOIST BEYOND HOLDOWN&HOLDOWN WEB STIFFENER FROM JOIST BLKG END TO . I•1 U I Ii Itt WHERE REQ'D 1 EDGE NAILING • POST REF SHEAR WALL l' flft)BL TOP PL-REF DETAIL POST OR DBL STUD BELOW II II I I I II SCHEDULEAIFT00-0 , ----.-- --017'17.04;41110 ICON . JOISTS BEAR ON&SPLICE 3/S6.1 FOR SPLICE CONN (MATCH SIZE UNO)ALIGNED 0 II H I 14 H . o.i 48 x 3"TOE NAILS 1 1/2" * 24"MIN SHEATHING OVER WALL TYP ___Ar_____ W/POST ABOVE I1/44k I I I I I 11 11 I° .,/ ____vt_____ FROM JOIST END TO TOP 2x STUD WALL _it _IL. _ 1,_ -__14._ • WIDTH-TYPICAL 25 4*. Of PL's . . . --I-4---- / -1144,Z Mi's, WALL FINISH REF ARCH CONT DBL TOP PL TYP 16"MIN-TYP ii . SILL PL (ANCHORAGE WIRES: 14?-1Sli 2- 1-T I 2x STUD WALL , REF SHEAR WALL SCHEDULE/NOTES) 10 S6.1) n FLOOR JOIST TO BEARING WALL SCALE: 1"= 1'-0" SCALE: 1"=1'-0" 16-T100 7 S6.1 FLOOR JOIST TO WALL 164100 4 CONTINUOUS POST LOAD PATH S6.:1) SCALE: 1"= V-0" 16-T100 1 S6.1 SHEAR WALL ELEVATION SCALE:3/8"= V-0" 16-T100 NOTE: • NOTE: REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. U ...„.„....„,„„--CONT DBL TOP PL AIR GAP, REF ARCH 1 1, I SHEAR WALL SHEATHING -----Ar---- 11 11 11 FILLER STUDS AS REQ'D SOLE PL W/0.148x3@ 4 ;.,3- ___,-- Fisla --0V-- " "OC _ , ,A,.---- AS REQ'D REF PLAN --, POST OR DOUBLE STUDS AT EACH END OF _ _ BEAM,REF PLAN FOR SIZE UNO WALL ABOVE SOLE PL W/0.148x3"@ 6"OC UNO FLOOR SHEATHING GYP REF ARCH SHEAR WALL, REF PLANS&HOLDOWN 6x6 DF#1 LOWER = - UPPER HDR REF PLAN 7--:-..`-(8)0.148x3"NAILS TO Z SIMPSON A35 CLIP AT LTP4 CLIP AS OCCURS SCHEDULE -' < ON SHEAR WALL SCHEDULE TO ('' ._ - HEADER-TYP UJ RIM _., _., HDR IF OCCURS _ < a. SOLE PL DRAWINGS -IN ARCH - EA SIDE UJ 0 - - 0 t, SPACING IN PLACE OF LTP4 CLIPS w FLOOR JOIST(JOISTS MAY ....--) - W FLOOR SHEATHING z-FLOOR TOPPING REF PLAN REF SHEAR WALL SCHEDULE(48" \ z-FLOOR TOPPING REF PLAN --- 2x KING AND(2)2x 0- RUN IN EITHER DIRECTION) 7-CRIPPLE TO SUPPORT 0 REF PLAN OC MAX UNO) SIMPSON HOLDOWN SIMPSON A35 AND- ...sd .....i t -H%1 -/7 STRAP, REF PLANS& HOLDOWN SCHEDULE 1- i SIMPSON HUC HANGER BETWEEN LOWER HDR - AND CRIPPLE_zi___ WINDOW TRIMS-NOT - - MECHANICAL UNIT - OPENING AS OCCURS 0 W g (n cc W (D 1,11 > W - WEB STIFFENER St2 5 ---- - 2x KING AND 2x CRIPPLE Ct 8 CI § . BEARING r- .,,. •••• WHERE REQ13-\\1/4 I ,-> -C-)) < 0 . TO SUPPORT 2x SILL PL 1 1 1 eC LLJ >- 01 (1) z NAILS @ 16"OC-TYP - 11-- a SUDS @ 16"OC 09 *ILI NN.N i '',. --. AT BUILT UP STUDS - , 2x SILL ___--------_--- c) w 11.1 ,..e. > X I AT OPENING Ct g .L. < 0 , 'k.-- -7.'1"1° -.±.-. . NAILS JOIST 1 a 1 0 1•12 LW . - I-JOISTS,REF PLAN--7--79 ---1 3/4"LSL RIM BOARD - \ WEB STIFFENER--/ '4NNN-I-JOISTS, REF PLAN -J 2 (IF REQUIRED)BY •- D r DBL TOP PL REF 3/56.1 (TYP) ,,,,,..- 2x SILL PL(USE 2-2x6 WHEN JOIST MANUF SIMPSON TOP FLANGE (2)0.148 x 3"TOE NAILS 1 1/2" i ----...,,,,,„ __ pi, 0 . MECHANICAL UNIT OCCURS 2x SILL HANGER BY JOIST FROM JOIST END TO TOP PL's / '- ; WALL SHEATHING REF SHEAR POST OR DOUBLE STUDS BELOW 1.X UNDER THE WINDOW) MANUFACTURER WALL SCHEDULE FOR INFO POST OR DOUBLE STUDS ABOVE, EDGE NAILING REF PLANS&HOLDOWN SCHEDULE NOTE: .--,,,L.___ AT SIMILAR,BEAM IS DEEPER 2x STUD WALL _JV____ PERMIT REVIEW THAN FLOOR JOISTS. ISSUE ( 11-- FLOOR JOISTS TO BEAM (-8--- FLOOR JOIST TO PARTY WALL 5 HOLDOWN STRAP - UPPER WALL TO LOWER WALL 2 TYPICAL HDR CONSTRUCTION - 3 BAYS & 10'-0" TOTAL LENGTH MAX s SCALE:3/8"scALE: 1.= V-0" 6..1.2 SCALE: 1"= 1.-0" S6.1 0%1"= 1'-°" S6.1) 16-T100 16-T100 16-T100 REV DATE ISSUE TITLE NOTE: NOTE: 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'-O"MINIMUM 2x SOLE PL W/0.148x3"@ 6"OC ON SHEAR WALL SCHEDULE TO OC UNO&SIMPSON LTP4 AS CORRIDOR UNIT RIM REQ'D TO RIM JOIST(REF I W/(12)-0.148x3"NAILS AS SHOWN(EQ SPACED) - WALL SHEATHING SIMPSON A35 CLIP AT LTP4 CLIP 2x STUD WALL- N,..._vSHEAR WALL SCHEDULE) L. [ PROJECT MANAGER: CN REF PLAN SPACING IN PLACE OF LTP4 CLIPS FLOOR EDGE NAILING ___,t.._1 .1 IIIIIMIIIII DESIGNER: YS REF SHEAR WALL SCHEDULE(48" ----VN----- FLOOR TOPPING REF PLAN .* --1 CONT DBL FLOOR TOPPING REF PLAN OC MAX UNO) SHEATHING EDGE DRAWN BY: FCE-ENG-4 SIMPSON A35 CLIP AT LTP4 CLIP WALL SHEATHING REF PLAN&-\\N TOP PL NAILING SPACING IN PLACE OF LTP4 CLIPS FLOOR SHEATHING REF PLAN FLOOR TOPPING, FLOOR SHEATHING REF PLAN SHEAR WALL SCHEDULE PROJECT NO: 16-T100 REF PLAN 7-FLOOR SHEATHING, REF SHEAR WALL SCHEDULE(48" REF PLAN OC MAX UNO) I-JOIST REF PLAN DATE: 12/15/2016 ___ SCALE: AS SHOWN I - - - - - - '' . " - - - '' - - - - - AT SIM CONDITION; 2x STUDS JOIST, i -: ' ' .. ,, 1 , J ss: i .:, V. ..c., _ -... . :!.. --1\1- -11- -1f- --A REF PLAN r- ‘1 \‘ 1 I I I-,...=..,1 ' I --'''-.., j\- ______.____ WEB STIFFENER BY JOIST MANUF •r-> I......_ ___------ JOIST MAY RUN OTHER DIRECTION. USE 1 3/4x11 7/8" 13/4"RIM JOIST W/0.148x3" LSL RIM INSTEAD OF LSL BLKG TOENAILS @ 8"OC&SIMPSON i LTP4 AS REQ'D TO DBL TOP PL DBL TOP PL SPLICE - NAILED \ ..-- AS REQUIRED / (REF SHEAR WALL SCHEDULE) .r-.. \ i.'2•1\._ FLOOR JOIST,REF PLAN Y , 2,------1 CLUBHOUSE &SIMPSON HU HANGER I-JOIST, 1 3/4"x11 7/8"LSL BLKG W/0.148x3" \-I-JOIST REF PLAN 0.148x3"NAILS @ 8" _......_ TOP PLATE SPLICE TOE-NAILS @ 8"OC&SIMPSON 1'-4"MIN REF PLAN ///-0C STAGGERED LTP4 AS REQ'D TO DBL TOP PL STAIR AT SIM -3 x NAILS 1 1/2 N\ WEB STIFFENER BY JOIST MANUF LESS THAN 4'-0" (TYP) " " 1 3/4 x 11 7/8"LSL CONT RIM W/ I-JOIST BLKG @ 48" (REF SHEAR WALL SCHEDULE) (2)-0.148CONDITION N ../ 1 0.148x3"TOE-NAILS @8"OC& OC W/0.148 x 3" \,FROM JOIST END TO TOP PL (2)-0.148 x 3"NAILS 1 1/2" IL SHEET TITLE: SIMPSON LTP4 AS REQ'D TO DBL NAILS @ 4"OC TO FROM JOIST END TO TOP PL 'I • - i TOP PL(REF SHEAR WALL BLK'G WALL SHEATH1NG--- CONT DBL TOP PL, REF DETAIL CONT DBL TOP PL-REF DETAIL -------------------.\ FRAMING DETAILS SCHEDULE) REF PLAN ___4_13/S6.1 FOR SPLICE CONN __ 3/S6.1 FOR SPLICE CONN ...,..,,,,,,,,,,,_EDGE NAILING .* -SIMPSON MSTA30 CONT DBL TOP PL REF DETAIL 2x STUD WALL STRAP CENTERED 3/S6.1 FOR SPLICE CONN.... WALL SHEATHING, ----Ar-- 2x STUD WALL ON ALL DBL TOP PL REF PLAN NOTE: SPLICES(TOP& 2x STUD WALL, AT SIMILAR,WALL DOES NOT . .\ BOTTOM PLATES) REF PLAN ____o___ _ OCCUR ABOVE FLOOR. -Al- -4- -4- -tv2x STUDS SHEET NUMBER: 12 CORRIDOR JOIST TO SHEAR WALL 9 FLOOR JOISTS AT WALL AT SHEAR WALLS 6 FLOOR JOIST TO WALL rTh DOUBLE TOP PLATE SPLICE - STRAP S6.1 SCALE: 1"=V-0" 16-T100 S6.1 SCALE: 1"=V-0" 164100 S6.1 SCALE: 1"=V-0" 16-T100 S6.1 .T_Ik-l&l"- -ii-O. S6 • 1 • e'' WALL SHEATHING , 4h, NOTE: NOTE: 0.131 x 2 1/2*@6"OC SEE DTL 6/S6.1 OR 7/S6.1 NOTE: SEE DETAILS 6/S6.1 &7/S6.1 FOR FOR REMAINING INFO SEE ARCH DETAILS FOR ADDITIONAL WALL SHEATHING, TYPICAL JOIST CONNECTIONS. 2x10 BLKG BETWEEN CONSTRUCTION REQUIREMENTS TO REF PLAN&SHEAR -4---- 2x SOLE PL W/0.148x3"@ 6"OC UNO& TRUSSES W/0.148x3"@ 6" MAINTAIN REQUIRED FIRE RATING WALL SCHEDULE SIMPSON LTP4 @ 48"00 MIN TO BEAM OC TO BLKG&(2)0.148x3" 7-2x6 CONT BLKG ' UNO ON SHEAR WALL SCHED TO EA STUD b UNIT CORRIDOR FROELICH _ 10". ..,0 110 - V... _ FLOOR TOPPING, 2x STUD WALL-N,___±,_ FLOOR TOPPING, REF PLAN iio, /,,,,g/r•--1 _r. /00 ENGINEERS REF PLAN 000' T 5 to P R 0,4, FLOOR SHEATHING,REF PLAN soil WALL FINISH, ---0--- :A:N0FFICE: FLOOR SHEATHING, REF ARCH 6969 SW HAMPTON ST 2x DECKING OR DECK STEP,REF REF PLAN WALL SHEATHING, ROOF TRUSSES, ,,- - PORTLAND,OREGON 97223 SHEATHING,REF PLANA QR,,c,,ipl\-1 REF PLAN&SHEAR--.Nk, I-JOIST BLOCKING @ 48"OC REF PLAN TJ1BLKG W/ (503)624-7005 FLOOR SHEATHING, (3)0.148 x 3"NAILS @ 48"OC \\ 2x STUD WALL WALL SCHEDULE BEND OFFICE: 4• ( • - ,..„ REF PLAN -7''''":2;,;',"•:r;;;':;';.;•A,'„- :„ 0.148 x 3"NAILS @ 4"OC ROOF SHEATHING 745 NW MT WASHINGTON DR + PER PLAN W/0.131 x 2 1/2"NAILS @ 6"OC SIMPSON HANGER FLOOR TOPPING, ,R1EF PLAN FLOOR SHEATHING, REF PLAN FLOOR TOPPING, BEND,OREGON 97701 )( - 4-, - - Li 1 ' I' Lr - 4- -1 - 1 ' I 'a' BEAM,REF PLAN.-,, i -Ill- I-JOIST, EDGES& 12"OC FIELD 0.131 x 2 1/2"@ 6"OC TO BLKG BY TRUSS MANUF. 00000" , REF PLAN „. _ 4 --,,--,; - , k'_7-1-vi',„ ?'="- '; ',- „:-. ''2; ,.-;',',-„' -„ , ' i ' 6.1 - i 1 1 i I ' froelich-engineers.com JOB# 16-T100 ,Ar-- --REF PLAN 0000 1\f) 1 vatientort DECK JOIST OR go" I V ! BEAM, REF PLAN # I-JOIST, REF PLAN , 1 \--1 ' '''''•••, ,‘,.._ i II '"---JOISTS RUN OTHER 1/4 .."Ns.\_. i SIDING,REF ARCH .,---...-- J.L DIRECTION AT SIM ' N„N CONT DBL TOP PL, . / I.,i r,-(1 , I FLOOR JOIST, REF PLAN REF DETAIL 3/S6.1 1 3/4"LSL CONT RIM W/ -........_ _me, &SIMPSON HU HANGER ' 44325De'‘144,1„. tt• i.,„,.. r* LSL RIM JOIST FOR SPLICE CONN 0.148x3"TOE-NAILS @ 8*OC .......0....._ (2)-0.148 x 3"NAILS 1 1/2"FROM I-JOIST, &SIMPSON LTP4 @ 48"OC 2x STUD WALL MIN TO DBL TOP PL UNO ON - JOIST END TO TOP PL 2x SOLID BLK AT-" REF PLAN 1 3/4"x 11 7/8 LSL CONT RIM CONT DBL TOP PL TYP SHEAR WALL SCHEDULE CONT DBL TOP PL TYP JOIST W/0.148x3" 1/41 4c3. _o_:1---------------a STUD WALL NOTE: 0.--,,,.,,,,_ POST&BEAM AT I SIMPSON H1 AT EACH TRUSS DBL TOP PL TOE-NAILS @ 8"OC(2- 1 ALL DECK HANGERS, NAILS, -1-,t--, 2x STUD WALL SIM CONDITION I 3/4x11 7/8 LSL BEAM AT SIM SCREWS,CLIPS&FASTENERS ARE WALL SHEATHING, ___--An- ____,v____ CONDITION) EXPIRES: 12... S Z4,)ii 1 I '• 1 11 TO BE HOT DIPPED GALVANIZED. REF PLAN _ _4___i_ G„,,,,owi :Tx x..1 . DBL TOP PL 22 DECK JOIST AT WALL 19--*% CANTILEVER W/ FLOOR JOIST PARALLEL TO WALL (71.-6.- LOWER ROOF TO WALL 13 CORRIDOR JOIST TO BEARING WALL S6.2 SCALE:-- r= 141" DECK RAILINGS&GUARDRAIL S6.2 SCALE: I"= V-0" 16-T100 S6.2 SCALE: 1"= V-0" 16-T100 S6.2 SCALE:i1"= l'-o" _ __ POST CONNECTIONS BY OTHERS . , 11 -7 T -: I WALL SHEATHING, = ,-- ------._. _ DBL JOIST AT EACH REF PLAN&SHEAR N.. --Ar- GUARDRAIL POST NAIL FLOOR SHEATHING TO WALL SCHEDULE NAIL FLOOR SHEATHING TO WALL SHEATHING,REF PLAN BEAM OR JOIST W/0.148 x 3" I BEAM OR JOIST W/0.148 x 3" &SHEAR WALL SCHEDULE NAILS @ 6"OC UNO ON PLANS NAILS @ 6"OC UNO ON PLANS FLOOR TOPPING, PLAI\I VIEW A-A ---Ar"-- 2x DECKING OR DECK STRAP REF PLAN-CENTERED. USE 0.148x3"NAILS EVERY REF PLAN SHEATHING,REF PLAN OTHER HOLES AT RIM OR LSL 7 FLOOR TOPPING, FLOOR SHEATHING, FLOOR TOPPING, I- -V'- REF PLAN REF PLAN CD I- BUM REF PLAN DECK RAILINGS& FLOOR TOPPING PER PLAN 2x DECKING OR DECK STEP,REF Z GUARDRAIL POST SHEATHING,REF PLAN ARCH REF PLAN BEAM OR JOIST, < LLI fr A CONNECTIONS BY FLOOR SHEATHING, / / REF PLAN W 2 OTHERS REF PLAN I STEP PER 'cr s III W CI. ARCH - ; - --k -' iH: ' '-t &i ; ii r-i- y :-' -777 gt -°7 l'ir 1 - I- ii -I- ( ve r -1- i I"/ r 1 - I- 1 1- -I - ..., a „,....,/ 7 r 1 ''' 1 ‘><J 0 f\ SIMPSON STRAP, ce W ,....... _....._, , _:, REF PLAN TO BEAM --. cr) > cNi j imomoir:". &DBL TOP PL-\\I___ SU z) g oui . IV - . • 7-I-JOIST, DECK JOIST OR 1 3/4"LSL RIM JOIST OR----'.'"--.---'-----...- I 11111111 8 a 8 r•- air . * " • • \ T / REF PLAN \--BEAM OR DRAG BEAM, REF PLAN LSL BLK'G OIST, Xj STRUT,REF PLAN REF PLAN ' - - - - -- vel 0 SIDING, REF ARCH REF PLAN PT BEAM, REF PLAN" BEAM REF PLAN V 1.11 LU 1 3/4"LSL RIM / 4 6 > w _ DBL TOP PL, REF-------.---A DBL TOP PL,REF-- PT DECK JOIST, REF PLAN \ 2x PT LEDGER W/(2) DETAIL 3/S6.1 FOR DETAIL 3/S6.1 FOR SIMPSON SDS 1/4x3 SPLICE......„. ..-AP" , SPLICE_...„„ ,)," W w SIMPSON LUS28 HANGER,TYP \ 1/2"SCREWS @ 16"OC INTO RIM JOIST 2x STUD WALL 2x STUD WALL > L75 E2 W w - . co > LSL RIM JOIST @ 16 NOC \--POST, NOTE: @16"00 --POST, ____Ar._\CONT DBL TOP PL,REF DETAIL 3/S6.1 FOR SPLICE CONN REF PLAN ALL DECK HANGERS,NAILS, REF PLAN NOTE: SCREWS,CLIPS&FASTENERS ARE ALL DECK HANGERS, NAILS, 2x STUD WALL 1 TO BE HOT DIPPED GALVANIZED. . / SCREWS,CLIPS&FASTENERS ARE PERMIT REVIEW TO BE HOT DIPPED GALVANIZED. NOTE: ISSUE SEE DETAILS 6/S6.1 &7/S6.1 FOR TYPICAL JOIST CONNECTIONS. r.-2-; DECK JOIST TO WALL 20'''' BEAM DRAG STRUT TO WALL 17 FLOOR FRAMING DETAIL AT DECK BEAM 14 BEAM DRAG STRUT TO WALL ) SCALE: 1"= 1'-0" S6.21 SCALE: 1"= V-0" SCALE: 1"= V-0" SCALE:.1"= V-0" S6.2 S6.2 16-T100 16-T100 16-T100 16-T100 REV DATE ISSUE TITLE NOTE: NOTE: NOTE: SEE DETAILS 6/S6.1 &7/S6.1 FOR REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS ROOF SHEATHING- TYPICAL JOIST CONNECTIONS. ----\/'--- CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" PER PLAN W/0.131 x 2 MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. 1/2"NAILS @ 6"00 . EDGES&12"OC FIELD -4----- \ / 2x6 CONT BLKG BEAM PER PLAN 1 _ ,____ .-AIR GAP,REF ARCH PROJECT MANAGER: CN X 2x SOLE PL W/0.148x3"@ 6" DESIGNER: YS OC UNO&SIMPSON LTP4 AS 2x FLAT DECKING ,,./- - SHEAR WALL SHEATHING REQ'D TO RIM JOIST(REF ':_ .------ DRAWN BY: FCE-ENG-4 SHEAR WALL SCHEDULE) • .. AS REQ'D REF PLAN SOLE PL W/0.148x3"NAILS @ 6"OC UNO GYP REF ARCH PROJECT NO: 16-T100 2 6 CONT LEDGER ,,-UNIT--" ON SHEAR WALL SCHEDULE TO RIM FLOOR TOPPING REF PLAN X II Xj X 11 FLOOR SHEATHING DATE: 12/15/2016 W/0.148x3"@ 6" .... UNIT- ' L•\•° • 'L SIMPSON A35 CLIP AT LTP4 CLIP 5 ; 5 : SCALE: AS SHOWN FLOOR SHEATHING REF PLAN o „ SPACING IN PLACE OF LTP4 CLIPS _ _ i FLOOR TOPPING REF PLAN . • REF SHEAR WALL SCHEDULE(48" 0 0 OC MAX UNO) I-JOIST REF PLAN MIGHT I RUN EITHER DIRECTION 3 1/2 x 11 7/8 GL - r 12---.J k 1 I I 1 I \-BEAM,REF PLAN _.,„ r. , ....\._ I, I Li< jr 6x6 POST&END I-JOISTS, REF--\ 0, „...„----1-JOIST BLOCKING CLUBHOUSE - PLAN .1 @ 48" OC ROOF TRUSSES, COLUMN CAP,REF PLAN SIMPSON BC POST CAP 11\ NN, REF PLAN FROM BEAM TO POST r*N... CORRIDOR WALL,_/-//1/ REF PLAN SIMPSON HUCQ410 HANGER,REF PLAN ---,0 A. „._:.-,-... I-JOIST REF PLAN SHEET TITLE: WEB STIFFENER BY JOIST MANUF /-- CORRIDORY ____1/1.____ N-1 3/4"LSL RIM BOARD FRAMING DETAILS sIMPSON STRAP, POST,REF PLAN 1\ REF PLAN AS NOTE:ALL DECK HANGERS,NAILS, - , .-N (2)0.148 x 3"TOE NAILS 1 1/2" (2)-0.148 x 3"NAILS 1 1/2" OCCURRED SCREWS,CLIPS&FASTENERS ARE FROM JOIST END TO TOP PL PLAN VIEW TO BE HOT DIPPED GALVANIZED. ,------ ' FROM JOIST END TO TOP PL's ; CONT DBL TOP PL-REF DETAIL 3/S6.1 FOR SPLICE CONN EDGE NAILING , ---/V--- 2x STUD WALL _____ve._.._ WALL SHEATHING REF SHEAR WALL SCHEDULE FOR INFO SHEET NUMBER: 24 LOWER ROOF TO WALL 21 BEAM CONNECTION AT CORRIDORS 18 FLOOR FRAMING SECTION AT LOWER ROOF 15. FLOOR JOIST AT SHEAR WALL PARTY WALL S6.2 SCALE: 1"= I-0" 16-T100 S6.2 SCALE: 1"= 1'-0" 16-T100 S6.2A V-0" 16-T100 S6.26-T100 SCALE: 1"= 1'-0" 1 S6 . 2 WALL SHEATHING--,,„\\N , 141, -1:1 :4\7 NOTE: 0.131 x 2 1/2"@ 6"OC SEE DTL 6 OR 7/S6.1 7 FOR REMAINING INFO NOTE: 2x10 BLKG BETWEEN REF DETAIL 6/S6.1 FOR MORE ':174t••'W'• ' „ ,,"z'-''' ' TRUSSES W/0.148x3"@ 6" INFO. OC TO BLKG&(2)0.148x3" 2x6 CONT BLKG TO EA STUD „ " FROELICH .., .. _,,,,...., 001110V"'"- oil, 1 I SHEAR WALL SHEATHING ENIGINEER 0SA --- AS REQ'D PLAN MAIN OFFICE: -\— ----1REF6969 SW HAMPTON ST ROOF TRUSSES, 2x WALL PER PLAN ; ; PORTLAND,OREGON 97223 REF PLAN • 2x4 DF#2 STUDS @ 12"OC (503)624-7005 FLOOR SHEATHING, FLOOR SHEATHING REF PLAN FLOOR TOPPING PER PLAN ; 5 BEND OFFICE: ROOF SHEATHING , 745 NW MT WASHINGTON DR PER PLAN W/0.131 x 2 PPING, WALL SHEATHING--/" FLOOR SHEATHING PER FLOOR TOPPING REF PLAN FLOOR TOPLAN BEND,OREGON 97701 1/2"NAILS©6"OC ROOF TRUSSES REF PLAN EDGES&12"OC FIELD HANGER BY i PER PLAN ; froelich-engineers.com OTHERS 0.131 x 2 1/2"@6"OC TO BLKG0,0 001 —1 I - - 1 1 ' 5 triovis°1 4 _1CTUtt..,, i 5 ofrtie 1 I ''r e''' I 2x12 LEDGER WITH(4)1/4"x3 1/2" 5% pFt '14 FLOOR JOIST-fri ; ‘7, '14°1 °t:Le • SDS SCREWS AT EACH STUD. PER PLAN& ; 'SY' it4 ISZP 4: 121 • .- .- i X 2x SOLID BLKGy / \ i. ‘.. 'N\\ ___ • ' , . 571 SIMPSON HU HANGER . -FLOOR JOIST -.\\ ....PBER PLAN PLAN 5 5 i, - ' T . le 1 44 4 ...'• 009' •' EGON ',. 0, IN. • ' * •*ZI, tk,40 vle. lid_ POST&BEAM AT I SIMPSON H1 AT EACH TRUSS BEAM REF PLAN _ ':\, er jr --.'"VivZ COP' SIM CONDITION I 41- 4x12 BLKG- E.X•Ft 3413112.cAl 1 DBL TOP PL ' BETWEEN STUDS LOWER ROOF TRUSS AND HANGER BY OTHERS. 31 LOWER ROOF TO WALL CONNECTION 28 CORRIDOR AND FLOOR JOIST TO BEAM (--25 LOWER ROOF TRUSS TO PARTY WALL S6.3 Tg,4`-141"=14)" S6.3 SCALE: 1"=V-0" 16-1100 !!....3.,1 SCALE: =V-O" WALL FINISH REF ARCHTh NOTE: SEE DETAILS 6/S6.1 &7/S6.1 FOR 0.131 x 2 1/2"@ 6"OC TYPICAL JOIST CONNECTIONS. NOTE: 2x10 BLKG BETWEEN _.>.<.. REF DETAIL 6/S6.1 FOR MORE NOTE TRUSSES W/0.148x3"@ 6" NOTE: INFO. ANY OTHER HOLE SIZE OR OC TO BLKG&(2)0.148x3" 2x6 CONT BLKG ALL DECK HANGERS, NAILS, TO EA STUDSCREWS,CLIPS&FASTENERS ARE LOCATIONS MUST BE APPROVED BY ENGINEER OF RECORD 0,0•01#"' TO BE HOT DIPPED GALVANIZED. 2x STUD WALL . 0,0 00 SHEAR WALL SHEATHING Ill.... WALL SHEATHING, AS REQ'D REF PLAN F"'" REF PLAN& --At— FLOOR TOPPING REF PLAN Um) REF PLAN SHEAR WALL 2x DECKING OR DECK < L U SCHEDULE SHEATHING,REF PLAN FLOOR SHEATHING REF PLAN 2x HOLE DIA W 2 ROOF SHEATHING FLOOR TOPPING PER PLAN / C L PER PLAN W/0.131 x 2 /7-HALF WALL PER I-JOIST REF PLAN LU 1/2"NAILS @ 6"OC ARCH TO BE MIN FLOOR SHEATHING, 0 Q -1 EDGES&12"OC FIELD OF 2x6 STUDS AT REF PLAN \ 0 16"OC. STEP PER LU ARCH 0 0.131 x 2 1/2"@ 6"OC TO BLKG _.„,,, 1 ..,-. 1/3 DEPTH > „tom- . . -.. .4;i1.441.44c..:;;..---,-,..,%-" //////// 5/ 5// : 0 0 0 ›.-=_..- 103.Pili Mo."'•'....1,...4. MI= -.•.- -....-- 11 / Of 8 CI 'El 00 , ioviow , JJ >- co ; ,i ' 1( L 2x12 LEDGER WITH (4)1/4"x3 1/2" 00— L ' 4 SDS SCREWS AT EACH STUD. II-- , XII . [ 1/3 SPAN MIN 1/3 SPAN MIN _II z 0 , z w LI•I 1 .\ •i 1,1 /—I-JOIST, I / , ' 0 > ct 74_! x < 0 0_ LT, ALLOsWINAGBLL:ZrODNIAESHF0OLRE WI- "k"; 2x SOLID BLKGy ./ \ W c) L>1%1 PT DECK JOIST, REF PLAN 2x PT LEDGER W/(2) (Mp RU iLoT RI P EL EN GH 1 ON LEEESR RREEQvUEI RwE) 2 POST&BEAM AT SIMPSON H1 AT EACH TRUSS SIMPSON LUS28 SIMPSON SDS 1/4x3/ 'SCREWS @ 16"OC I i SIM CONDITION HANGER,TYP _1/ 1 INTO RIM JOIST REF PLAN C 0 N T D3/13sL6TIOFP0PRL s-pRLEI cF ED cE°TANI NL a - 4x12 BLIVG 1 ' c ti........>w muiLsw0 oi DBL TOP PL LSL RIM JOIST \ ji BETWEEN STUDS .... .....\CONT DBL TOP PL, REF DETAIL - - 3/S6.1A FOR SPLICE CONN PERMIT REVIEW LOWER ROOF TRUSS AND 2x STUD WALL HANGER BY OTHERS. ISSUE (-3-2- LOWER ROOF TO WALL AND DECK CONNECTION 29 LOWER ROOF TRUSS TO WALL 26--. ALLOWABLE GL BEAM HOLE LOCATIONS - TYP AS REQ'D S6.3 SCALE: - -V-O" • S6.3 SCALE: 1"= 1'-0" 16-1100 S6.3 n1453/8" 1 0 REV DATE ISSUE TITLE NOTCH G.L.BEAM OVER THE HDR b SIMPSON HUCTF412 G.L.BEAM PER PLAN- TOP FLANGE 1-- HANGER a. 0,, PROJECT MANAGER: CN w ,, ca CONT DBL TOP PL DESIGNER: YS 0 ,0 -- --, BENT PL Wix 0 x16"LONG .,..N ,,,, ,,,, : j DRAWN BY: FCE-ENG-4 WI(6)1"DIA BOLTS TO GL V "c-, \-_____ .- . HEADER @ 12"GA -,, 1 . \..1 N. PROJECT NO: 16-T100 : . \ TOP OF DATE: 12/15/2016 0 1 SIDE PL'S AS SHOWN W/ -,.. -N I \ PLATE ELEV. ) 1 cc a SIMPSON A35 SCALE AS SHOWN (2)1"DIA THRU BOLTS --b. - ! ---,-, u. _ ,.... w 0I gib% i . • BEAM REF PLAN WITH,, \\\\\ ---7 ..1. . SIMPSON HUCQ .. * kr PT G.L.BEAM REF PLAN - (2)2x6 KINGS :. ° HANGERS N-- 1/4 r- , ..-Th 3" 6" 2l )( , • -... \,,_ .' ---SIMPSON CS16x AS SHOWN CLUBHOUSE y STP FROM(2)2x6 %"BRG.PL x AS REQ'D. ) 1 RA,1.1 CRIPPLES TO DBL TOP PL 4 G.L.HEADER AS OCCURS GARAGE DOOR b ,- ' -—1,--- COLUMN REF PLAN ) _, HEADER, REF PLAN , WITH SIMPSON ECCQ A NOTE (2)2x6 CRIPPLES COLUMN CAP SHEET TITLE: ALL DECK HANGERS,NAILS, \ 1.\1--- FRAMING DETAILS SCREWS,CLIPS&FASTENERS ARE TO BE HOT DIPPED GALVANIZED. SHEET NUMBER: (----; CANTILEVERED GL TO HEADER 30 GARAGE DOOR HEADER CONNECTION 27 BEAM TO BEAM AT CORNERS ... S6.3 Tg.11‘41" - v-ct. s6..) SCALE: 1"= 1.-0" 16-T100 S6.3 ? 1"= 1'0" S6 . 3 SIMPSON LSTA18 GRID STRAP @ 41-0"OC ,...."'.... NOTE: -4434-4' ,.., ,...., ROOF SHEATHING REF DETAIL 2/57.1 FOR BUILT-OUT ,....0 ",.., ,..., ".... REF PLAN GABLE END TRUSS CONNECTION , ROOF EDGE ,....,' ...,N...., TO PERIMETER WALL. NAILING __„,-0-% ,,-,'""' il0.131x 21/2t "@ 2x BLOCKING(MATCH FROELICH ,..., ,..."' DEPTH OF TRUSS TOP ENSINEERSI ,...0" - .....................„............ 2x6 OUTLOOKER°4 ROOF SHEATHING „...,' CHORD)W/(4)-0.131 x 2 ... ,...' ROOF SHEATHING ,....." MAIN OFFICE: - ....' 24"OC 17:\\ REF PLAN-\ 1/2"NAILS ,...,' 6969 SW HAMPTON ST ,,.•" ,../' PORTLAND,OREGON 97223 ," TRUSS DRAG LI 1 . ,. . I _, 0 i 2x SHAPED BLOCKING AT 0.131 x 2 1/2"NAILS @ 6"OC(EDGE NAILING) ..,„..." (503)6247005 TRUSS REF PLAN liAd n - ii z:\_ 'ME I _ RIDGE(ALTERNATE BLOCKING EACH BAY) EDGE NAILING ,,,,„/' BEND OFFICE ,..""l' I r lir ROOF SHEATHING , 2x SOLID BLOCKING 745 NW MT WASHINGTON DR MANUFACTURED SUITE#205 .t. _y-SIMPSON A35 @ 24"OC MIN UNO OM 0.131 x 2 1/2"@ 6"OC - (2)0.148 x 3"NAILS / (2)0.148 x3" NAILS FROM PRE MANUFACTURED REF PLAN ,..•''''.1' .--- TRUSSES BEND,OREGON 97701 --1. THE SHEAR WALL SCHEDULE(RIM.-, 2x6 TOP CHORD LET-IN-'77" FROM TRU sS To * I TRUSS TO ,0 ,c- .„,„ ROOF TRUSSES ,..„..409 .... .0,'"' ' ---‘,1"-- JOIST CONN TO DOUBLE TOP PL) BLK'G froelich-engineers.corn 2x6 OUTLOOKER BLICG ,,,, ,,,, ,. "' ''' 4 Ilith-..-_ jr .,„4:?-el ."-.• s. 2x4 KICKER @ ••••• .,..,,, .0"..., ...' JOB# 164100 0.162 x 3 1/2" GABLE END TRUSS W/VERTS @--.,„\\._ 4 1/1TOENAILS @ 8" 24"OC MIN PROVIDE 1/2"APA N4', 48"OC NAIL ,00' N, '''-s*'*'...*--"'-SIMPSON H1 CLIP OC MIN RATED SHEATHING W/0.131 x 2 ' AT EACH TRUSS 1 3 1/2"NAILS @ 6"OC EDGES& I C 10 CP:77:41..4" I / 12"OC FIELD 11-- BLKG PRE MANUF ROOF EDGE NAILING(REF SHEAR CONTINUOUS DOUBLE . . 0.131 x 2 1/2"@ 6"OC TRUSS @ 24"OC WALL SCHEDULE) 2x TOP PL REF 3/S6 1 V RIDGE BLKG 'a. • 14 A„ 1 , ,• ---; .\ - cc I WALL SHEATHING • ...../..... i Ar, r )0162 x 3 1/2" \ X _------ -'---- CEILING LINARCH FOR MORE-/E 2x STUD WALL STUDS @ 16"OC - r ----.- (2 . TOENAILS AT '. \ 12724,.VI LOTC Wci(H2 VI c1K6E2 RX 13F UNLESS NOTED OTHERWISE - --0-•-- 4Z cetk WALL SHEATHING REF NOTE: REF 2x4 BLOCKING AT KICKER W/ , SHEAR WALL SCHEDULE::77REF ARCH DETAILS FOR ADDITIONAL INFORMATION SIMPSON LU24 EA END TO TRUSS 1 EXPIRES.: 12i3l 1 z cdvt 1 CONSTRUCTION REQUIREMENTS TO 2x4 KICKER @ 48"OC NAIL W/ 2x STUD WALL REF PLAN MAINTAIN REQ'D FIRE RATING. (5)-0.162 x 3112"AT TO BLOCKING I 0... ( S7.1 GIRDER TRUSS CONNECTION TO PARTY WALL SCALE: 1"= 1,-0" 16-T100 (Th GABLE END TRUSS AT DECK 7...i) SCALE: 1"= I-0" 1 SCALE: 1"= 164100 4 S7. ROOF TRUSS RIDGE V-0" SCALE: 1"= 16-1100 rl-- ROOF TRUSS CONNECTION TO PERIMETER WALL S7.1 1'-0" 16-T100 SIMPSON LSTA18 STRAP @ 4'-0"OC ,....' ,...„ „..., N....., ROOF SHEATHING „00 "-..., ,...' ,.., REF PLAN ...., EDGE NAILING(TYP) BID ALTERNATE: ROOF EDGE „.--,''' ,...., NAILING •••.'" --, "••••.--. TRUSS MANUF.PROVIDE TRUSSED OVER • FRAMING @ 24"OC CLIPPED DIRECTLY TO DRAG TRUSS REF PLAN MAIN ROOF TRUSSES W/SIMPSON VTCR @ 48" 2x4 BLKG AT KICKER 0.131 x 2 1/2"@ 2x BLOCKING(MATCH -- W/ OC IN LIEU OF 2x6 OVERFRAMING&POST,&2x „.....' (4)0.131 x 2 1/2" DEPTH OF TRUSS TOP (2)0.148 x 3" SIMPSON A35 @ 24"OC MIN UNO ON FLAT 2x6 OUTLOEITIq ROOF SHTH ,.•••"'°°' NAILS CHORD)W/(4)-0.131 x 2 I- NAILS FROM THE SHEAR WALL SCHEDULE(RIM FLAT @ 24"OC REF PLAN 1/2"NAILS TRUSS TO JOIST CONN TO DOUBLE TOP PL) U) I- l BLK'G _L4:::( Z 1.11 N -rt :/ w 2 (2)0.148 x d--- ----ti 1 • 3 X X 0.131 x 2 1/2"@ 6 1 A.OC 2x6 OVERFRAMING POST r, NAILS FROM . • DOWN TO FRANIING BELOW 1.--___ TRUSS TO 2x8 FLAT W/(3)0.162 x 3 0.131 x 21/2"@-7 - CL 1, .S'i• @ 48"OC MAX W/2x4 (2)0.148 x 3"NAILS (2)0.148 x 3" W 1, ROOF SHEATHING FROM TRUSS TO NAILS FROM 0 2x6 KICKER @ 48"------ 1 , TRUSS 2x6 TOP CHORD LET-IN 2x6 / 0 E(1 -.1 --_ REF PLAN BUM TRUSS TO 0 z- 4-.. 0.162 x 3 1/2" OUTLOOKER / BLK'G W GIRDER DRAG OC W/(4)0.162 x 3 ANtr, , . 2x4 KICKER @48' < rfo TRUSS REF PLAN 1/2"NAILS AT TOP ' 1 ,...,...st. A \X OC MIN PROVIDE 1/2"APA RATED 1 OC NAIL W/(5)-0.18; x 3 1/2"AT cc Ct al W SHTG W/0.131 x 2 1/2"NAILS @ 6"OC • co 2x4 @4'-O"OC W/------ 2x BLK'G-ALIGN ----...._ --- ,. EDGES&12"OC FIELD 1 BLOCKING Ce § a (2)-0.162 x 3 1/2" W/KICKER --s, -•,._ SIMPSON LTP4 @ 48" 1F Li.] '›.. NAILS AT EACH / --s, --•••••_ (2)0.162 x 3 ROOF SHEATHING REF PLAN OC MIN UNO ON , PRE MANUF ROOF 0 (/) W z6.- -I 5 ---\*\ KICKER KICKER IF LENGTH EXCEEDS _ X _ X 1; ,.\ _ X ! -N.._ "•••... --.., 1/2" TOENAILS 2x CONT FLAT TO RECEIVE SHEAR WALL SCHEDULE(RIM JOIST CONNECTION INT" SIMPSON A23 CLIP AT EACH .....(/ -TRUSS @ 24"OC X I- ce z I z 2 co 0 > _..........._,._ N.,\..... et. , „”. , , . _.,..„ .: -ea.i 'r --•••._41. "•:":„•Sv TO FLAT BRACING/POST DOWN OF TO DBL TOP PL) KICKER j Et ti_ 2 I < o = MANUF ROOF TRUSS& ' 7.ffil --... --"..... 2x-TYP OVERFRAMING(TYP)W/(2) CEILING LINE w 0 I•"'""' fo.) 0 SIMPSON LTP4 SIMPSON A34 FROM (2)0.162 x 3 1/2\-" (2)0.148 x 3" --..._ ......0....._ --...p.--- HANGER BY OTHERS ROOF TRUSS -,•••,, KICKER TO DBL TOP PL TOENAILS AT NAILS FROMREF 0.131 1-12 d -...,,.._PLAN TRUSS x 21/2"@ ---2x4 @ 4'-0"OC W/(2)0.162 x 3 > 5 W DBL EDGE NAILING(TYP) ,, WALL TRUSS TO ---..TOP PLAN REF 3/S6.1 - TBALLOON FRAME 1/2"NAILS IgEKDEsRL. to < co LU '44"/ EDGE NAIR8 WI--- EP: r-• co WALL SHEATHING REF -...._ CEILING LINE REF WALL SHEATHING SHEAR WALL SCHEDULE NOTE: --.•,..._ DOUBLE TOP PL 3/S7.1 AT VAULTS REF PLAN REF ARCH DETAILS FOR ADDITIONAL REF 3/S6.1 - - --+_----- 2x STUD WALL REF PLAN CONSTRUCTION REQUIREMENTS TO MAINTAIN REQ'D FIRE RATING. _ - --- PERMIT REVIEW ISSUE 11 DRAG /GIRDER TRUSS TO SHEAR WALL 8 TRUSS CONNECTION TO PARTY WALL 5 TRUSS OVERFRAMING 2 GABLE END TRUSS CONNECTION TO PERIMETER WALL S7.1 SCALE: 1"= 11-0" 164100 s7.. SCALE: 1"= 11-0" 16-T100 SCALE: 1"= 11-0" S7.1 SCALE: 1"= V-0" 16-T100 S7.1) 16-T100 .-- REV DATE ISSUE TITLE TRUSS MANUF TO DESIGN ALL DRAG ,,,. SIMPSON MSTA36 zwitzzitt: ,........., STRAP AT BREAK STRUT TRUSSES FOR THE FOLLOWING: ,-- SCISSOR TRUSS 1. SHEAR LOADS AS INDICATED - GABLE END TRUSS 2.TRUSS TO COLLECT SHEAR LOADS ------ VAULTED UV LETRETDS @ 24"OC AND TRANSFER TO BOTTOM CORD -•,,-"-- 2x BLKG @ 24"OC THROUGH WEB MEMBERS. (ONE BAY EACH SIDE) CEILING 3.TOP AND BOTTOM CORDS TO HAVE VAULTED CEILING - CAPACITY OF TRANSFERRING SHEAR 0000000 - I•__gi•Bt: ROOF SHEATHING REF "7-ROOF EDGE NAILING LOAD THROUGH SPLICES /011111116k gam PROJECT MANAGER: CN PLANS FOR DETAILS 4. EDGE NAIL SHEATHING TO DRAG TRUSS ___. ---- ---...,_ AlINIIIIIIIiiiiiiiiiii.., DESIGNER: YS I •-________ --- \ _ DRAWN BY: PROJECT NO: FCE-ENG-4 16-T100 (2)0.148 x 3"NAILS DRAG TRUSS REF PLAN DATE: 12/15/2016 FROM TRUSS TO DBL TOP BLKG PL SCALE: AS SHOWN ......--...........% /SIMPSON STRAP REF PLAN ,...0' ROOF SHEATHING ..7-DRAG TRUSS TO //-DBL TOP PL „.....,„/` BEAR ON SHEAR / ,.."' WALL - 1111111 1 I 1 .1 0.131 x 2 1/2"NAILS @ „••"` ' MANUFACTURED CLUBHOUSE 0.162 x 3 1/2" 6"OC(EDGE NAILING) .00' .- 1 ,„...--/ ...- TRUSSES 1 2x SOLID BLOCKING r--- 1 TOE NAILS @8" ,'--- ,,,- ' OC EQUAL EQUAL .. '.-...''''-SIMPSON H1 CLIP / • / AT EACH TRUSS SHEET TITLE:.... fr II ! ROOF FRAMING 2x BLKG @24"0C-Y7 - _...• \._...., . ,-\ (2)0.148 x 3" s1mpsON LTP4 @ 24" NAILS FROM SIMPSON MTS20 i (ONE BAY EACH SIDE) STRAP -N -BEAM REF PLAN DETAILS OC MIN UNO ON THE TRUSS TO TWIST SHEAR WALL SCHED BLKG (RIM JOIST CONN TO _ _ _ _ _ _ _ - - _Nra'N. - _ .-- WALL SHEATHING REF k'., ,: DOUBLE TOP PL) __._\POST REF PLAN-0--\\_.2x STUD WALL LA-0-- SHEAR WALL SCHEDULE '\-2x STUDS @ 16"OC -SOLE PL REF PN N--WALL STUDS REF PLAN . SHEET NUMBER: 12 DRAG TRUSS CONNECTION TO SHEAR WALL 9 DRAG TRUSS TO WALL r .. '8 ROOF TRUSS CONNECTION TO EXTERIOR BEAM 3 WALL & GABLE TRUSS CONFIGURATION AT VAULTED CEILINGS _ S7.1 SCALE: 1"= V-0" 16-T100 S7.1 SCALE: 1"= V-0" 16-T100 S7.1 -SCALE:)1"= v-O" S7.1 SCALE: 1/2"= V-0" 16-T100 S "? al ROOF TRUSS CONN TO /0,,, ,/ PRE MANUF ROOF . / WALL PER 1/S7.1 0,,' TRUSSES, SEE PLAN ll — .,.., // FOR TYPE&SPACING mdla / /'".* / 0, GIRDER/DRAG TRUSS PER PLAN . .. .' ‘NNN: i FROELICH „, --- i---iv- v V1 .44 .6 .66 ,or:1101,-Pr ROOF TRUSS CONN TO A A „- „.,„---,'''' MAIN.*--ts.::::N' 11 50/ tt) PROPZ4 6969 SW HAMPTON ST — ,...w WALL PER 1/S7.1 .,..„ ' PORTLAND,OREGON 97223 ,..,' (503)624-7005 BEND OFFICE: 745 NW MT WASHINGTON DR CONT ROOF OVERFRAMING SUITE#205 2x6 STUDS @ 16”OC SHEATHING PER 5/S7.1 BEND,OREGON 97701 1 "7-WITH(2)0.162 x 3 1/2” TOENAILS TO BEAM -EDGE NAIL ‘0%.1 ,..-: -4->' -c-' froelich-engineers.com EDGE NAILING ....", V0-., (0.131 x 2 1/2"@ ,„...: 2x BLOCKING BETWEEN TRUSSES JOB# 16-T100 2x6 CONT BLKG W/ 6"OC) , '' ,..--' '' W/(2)ROWS 0.148 x 3"NAILS© 0.162 x 3 1/2"NAILS @ 6" a__„,,....' 12"OC TO GIRDER TRUSS ,...., 00 TO BEAM ,,„., .. ..,- --- oCT tin.., „/ I, . - , if io° X PA In.. 44%, 040„triC6,, ti> 0`°11 SIMPSON LSTA30 @ 48" I QY 154 le" 00 BETWEEN BEAM / 1 --- AND WALL STUDS TRUSS HANGER BY --PRE MANUF ROOF , _, . i BEAM PER PLAN MANUF TRUSSES, SEE PLAN FOR TYPE&SPACING 10V 0'EGON izr, k 'q .41111111111 – ' ROOF RAFTER AND 1 f' -***..- **' HANGER REF PLAN EXPIRES; Ws)I Z UPPER ROOF TO LOWER ROOF AT STAIR r13-*. TRUSS TO GIRDER i DRAG TRUSS S7.2 SCALE: 1"=V-0" V 16-T100 S7.2 SCALE: 1"= -0" 16-T100 RIDGE REF 4/7.1 SIMPSON LSTA18 STRAP @ 4'-0"OC TYP ROOF SHEATHING ,....' ‘%.., REF PLAN ROOF EDGE ‘....,s•-., NAILING ---- ' ,..° H ,.' Cf) 1.- z W,,.. CONT SHAPED BLK'G W/ LU 2 0.162 x 3 1/2"NAILS @ 6" CL OC TO BEAM U.1 0 MANUF ROOF-/ 0 Q -I 0 TRUSS BY OTHERS ---1.--- .4... Ce LU § (l' > / 0''0LLJ W , eio 0 tO A/ ./ GIRDER DRAG 1' TRUSS REF PLAN rt 8 a 8 N. w ,••''," III >. Cl) °' —, . -- ce ..„ I z L1J Lli /If' _.... — ' Ct IL 2 1 < 0 • ' It-- ri5 0 \--BEAM PER PLAN -111111 SIMPSON LTP4 MANUF ROOF TRUSS& ROOF RAFTER AND HANGER BY OTHERS c:) ct 1111.114111MI I- < ?-3 013 _. .„7"- DBL TOP PLAN REF 3/S6.1 HANGER REF PLAN WALL SHEATHING REF PLAN PERMIT REVIEW ---.4 1/1.- -....,.... ISSUE UPPER ROOF TO LOWER ROOF CONNECTION 17 UPPER ROOF TO LOWER ROOF AT STAIR S7.2 SCALE: 1"=1.-0" 16-T100 JS7.2 SCALE: 1"= V-0" 16-T100 REV DATE ISSUE TITLE 2x BLK'G W/0.162 x 3 1/2"TOE-NAILS @ 6"OC NOTE: TO TRUSS ROOF STEP REF DETAILI/S7.1 FOR BUILT-OUT I MEMBER GABLE END TRUSS CONNECTION 0.131 x 2 1/2"@ TO PERIMETER WALL. 2x6 OUTLO6a FLAT @ 24'10C PROJECT MANAGER: CN M I ! . I. —sr-- n v ) 1 DESIGNER: YS 1/2"APA RATED-\ PLYWOOD SHEATHING \ DRAG TR tkiS OR GIRDER—.„ ..1_/ - DRAWN BY: FCE-ENG-4 TRUSS REF PLAN N. 0.131 x 2 1/2"@ 6"OC EDGE NAILING PROJECT NO: 16-T100 2x6 BLKG W/(2)0.162 x 0.131 x 2 1/2"@ 4"OC 1 X-- DATE: 12/15/2016 31/2"NAILS AT EACH ,' TO OUTLOOKER ' VERT / SCALE: AS SHOWN N -.GABLE END TRUSS W/ ROOF SHEATHING /„.0' 1 'k' cli 1' — i" — i" — - - - u if ' VERTS @ 24"OC 6,I. PER PLAN „.,./ A illq 1-, , PRE MANUF ROOF FLAT ,/ TRUSSES,WITH PARALLEL 2x BLOCKING ,/ ,/ 7,,,, "...... PRE MANUF ROOF CHORDS BY OTHERS ,/ TRUSSES BY OTHERS -"\• \ 0-' ' ' ROOF TRUSS 2x6 BLOCKING @ BLK'G 2x6 Ill‘\ 2.1 - - BY OTHERS --,/,- 48"OC(1)BAY — CLUBHOUSE 2x6 DF#2 LEDGER W/(2) ROWS OF 0.162 x 3 1/2" TRUSS MANUF TO SIMPSON Hi AT EACH NAILS @6"OC TO 2x BLK'G PROVIDE 2x BLK'G ROOF JOIST MEMBER FOR ROOF STEP SHEET TITLE: SIMPSON LTP4 @ 24"OC ROOF FRAMING - -4— (48"OC AT SIM) DETAILS .\ \- SHEAR WALL REF PLAN(NO SHEAR WALL AT SIM) SHEET NUMBER: 18 LOWER ROOF TO GABLE END TRUSS 15 ROOF STEP _ S7.2 SCALE: 1"= 1-0" 16-T100 S7.2SCALE: 1"=V-0" 16-T100 S7 . 2 ASSEMBLY NOTES = 2 CLASS C ARCHITECTURAL - V Q44 • GRADE COMPOSITION . . lL ASPHALT ROOFING SHINGLES � t 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS. •• BRICK VENEER,SEE EXTERIOR '1.7 ADD SHEATHING TO ASSEMBLY AS REQUIRED BY ELEVATIONS FOR TYPE ROOF UNDERLAYMENT STRUCTURAL ENGINEER.WHERE A NON-SHEAR 7 .e'''.--- WALL /r^ WALL EXTENDS AND ALIGNS PARALLEL WITH A 1"MIN AIR SPACE AT BRICK �, fi WOOD DECKING, ` ;F, SHEAR WALL,PROVIDE ADDITIONAL SHEATHING X v ' SEE STRUCTURAL LAYERS TO THE NON-SHEAR WALL TO PROVIDE +/ WEATHER RESISTIVE BARRIER - _/. CONTINUOUS FACE OF FINISH. ROOF SHEETING,SEE • WOOD SHEATHING,SEE STRUCTURAL. 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER 2014 5/8"TYPE'X GYPSUM SHEATHING STRUCTURAL Otak Architects, Inc .� OREGON STRUCTURAL SPECIALTY CODE SECTION R-21 FIBERGLASS BATT INSULATION, i 718. INTERIOR - / EXTERIOR NO INSUL AT GARAGE \ f PREFABRICATED WOOD • 2 x 6 WOOD STUDS, 16"OC ROOF TRUSSES,SEE 3. LOCATE THERMAL INSULATION ON THE COLD SIDE MAX,SEE STRUCTURAL 1 STRUCTURAL 808 SW 3rd Ave, Suite 300 (IN WINTER)OF DOMESTIC WATER PIPES AS . / • 5/8"TYPE'X'GYPSUM BOARD / - Portland, OR 97204 REQUIRED TO PROTECT PIPES FROM FREEZING. CALCULATIONS OF RATING USING OSSC SECTION 722.6: PT WOOD JOISTS,SEE Phone 503.287.6825 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND - R-38 FIBERGLASS BATT STRUCTURAL Fax 503.415.2304 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES INSULATION FINISHES AS REQUIRED FOR PLUMBING ACCESS 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(21 20 MINUTES PANELS. MINIMUM RATING FROM INSIDE 60 MINUTES (+15 MINUTES WHEN INSULATION-PER TABLE 722.6 2(5)) River Terrace East 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO SUPPORT SHELVING,TOWEL BARS,RAILINGS,AND5/8"TYPE'X'GYPSUM 5/8"TYPE'X'GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES ALL OTHER WALL-MOUNTED ACCESSORIES AND 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES WALLBOARD AT CORRIDORS Condominiums EQUIPMENT. MINIMUM RATING FROM OUTSIDE 60 MINUTES 6. PROVIDE UL APPROVED THROUGH PENETRATION (+15 MINUTES WHEN INSULATION-PER TABLE 7225.2(5)) AND MEMBRANE PENETRATION FIRESTOP SYSTEMS 13A! EXT WALL - BRICK VENEER - 1-HR RATED 8 ROOF/CEILING - 1/2-HR RATED CORRIDOR 4 FLOOR - NON-RATED - EXTERIOR DECKS East - Clubhouse AS REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, AND MECHANICAL PENETRATIONS IN I ASSEMBLY:OSSC SECTION 722.6 FIRE: 1-HR STC:NA ASSEMBLY:OSSC 722.6 FIRE: 1/2 HR STC:NA I ASSEMBLY:NA FIRE:NR STC:NA FIRE-RATED ASSEMBLIES,SEE A8.11. &GAWP 8105 East Side of SW Roy PREMANUFACTURED Rogers RD, Tigard, OR 7. PROVIDE WATER RESISTANT TYPE-X GYP BD AT -r._ TRUSS,BY OTHERS BATH TUB AND SHOWER WALLS,SEE 17& 18/A8.11. CLASS C ARCHITECTURAL FLOOR FINISH PER GRADE COMPOSITION FINISH SCHEDULE ASPHALT ROOFING 1 = SHINGLES • t 1 :::: FIBERCEMENTSNG,SEE ROSEEW_ RAINSCREEN DRAINAGE SYSTEM : art / -� OVER WEATHER RESISTIVE BARRIER �_ MINIMUM 1/2" _ • WEATHER RESISTIVE BARRIER '` GYPSUM BOARD • WOOD SHEATHING,SEE STRUCTURAL 5/8"TYPE'X'GYPSUM SHEATHING = .._• •., . _,_ WOOD JOISTS,SEE STRUCTURAL Poiygon R-21 FIBERGLASS BATT INSULATION 2x4 WOOD STUDS 16"OC MAX INTERIOR 1, EXTERIOR 2 x 6 WOOD STUDS, 16"OC 2 LAYERS 5/8"TYPE'X UNO,SEE STRUCTURAL 71 MAX,SEE STRUCTURAL GYPSUM BOARD Northwest Y� • 5/8"TYPE'X'GYPSUM BOARD 703 Broadway Street, i . CALCULATIONS OF RATING USING OSSC SECTION 722.6: ` = Suite 510 Vancouver, WA 98660 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES - NN\N 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(21 20 MINUTES (1)LAYER 5/8"TYPE'X' MINIMUM RATING FROM INSIDE 60 MINUTES CALCULATION OF RATING USING OSSC SECTION 722.6: / �� GYPSUM BOARD (+15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) 2 LAYERS 5/8"TYPE'X' 5/8"TYPE'X GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES GYPSUM BOARD (2)LAYERS 5/8"TYPE'X'GYPSUM BOARD- 80 MINUTES RESILIENT CHANNELS AT 24"OC 2X WOOD FLOOR FRAMING AT 16"OC MAX- 10 MINUTES 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) MINIMUM RATING FROM OUTSIDE 60 MINUTE20 MINUTES MINIMUM RATING FROM BOTTOM 90 MINUTES S >< . : 31/2"UNFACED FIBERGLASS (+15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS � � 1 BATT INSULATION 1N OPPOSITE 25B _....0m..... STUD WALL CAVITY FROM 12QI EXT WALL - FIBER CEMENT - 1-HR RATED 7 ROOF/CEILING TRUSS - 1-HR RATED - STAIR 3 FLOOR/CEILING - 1 HOUR RATED - CORRIDOR INTERIOR WALL - FURRING WOOD SHEATHING • 1 ASSEMBLY:OSSC SECTION 722.6 FIRE: 1-HR STC:NA ASSEMBLY:GA RC-2602 FIRE: 1-HR STC:NA I ASSEMBLY:OSSC 722.6 FIRE: 1-HR STC:NA 25 1 WOOD SHEATH€NG,SEE &GAWP 8105 ASSEMBLY:NA FIRE:NA STC:NA y AMERICAN WOOD COUNCIL'S DESIGN FOR CODE • STRUCTURAL FIBER CEMENT SIDING,SEE ACCEPTANCE MANUAL-GENERIC ASSEMBLY: FLOOR FINISH PER FINISH SCHEDULE EXTERIOR ELEVATIONS FOR ATTACH 1/2"MIN TYPE'X'GYPSUM BOARD BASE 2x6 WOOD STUDS, 16"OC i TYPES AND COLOR LAYER TO RESILIENT CHANNEL WITH 1 1/4"TYPES 1 1/4"GYPSUM CEMENT MAX UNO,SEE STRUCTURAL SCREWS AT 12"OIC. FACE LAYER 112"MIN TYPE UNDERLAYMENT AT CARPET AND 1" RAINSCREEN DRAINAGE SYSTEM WOOD RISER,SEE 'X'GYPSUM BOARD ATTACHED USING 1 5/8"TYPES AT SHEET VINYL K OVER WEATHER RESISTIVE - • 5/8"TYPE'X GYPSUM BOARD i BARRIER STRUCTURAL SCREWS AT 12 O/C. EDGE JOINTS OF FACE LAYER 1/4"ACOUSTICAL SOUND MAT OFFSET 24"FROM BASE LAYER. ADDITIONALLY UNDERLAYMENT AT SHEET VINYL ONLY WEATHER RESISTIVE BARRIER WOOD TREAD,SEE 1/2"MIN TYPE'X GYPSUM BOARD FACE LAYER WOOD SHEATHING,SEE STRUCTURAL • STRUCTURAL ATTACHED TO 1/2"MIN TYPE'X'GYPSUM BOARD 1. WOOD SHEATHING,SEE BASE LAYER WITH 1 1/2"TYPE G SCREWS AT 8" WOOD I-JOISTS,SEE STRUCTURAL ✓ I STRUCTURAL I� O/C,PLACED 1 1/2"FROM FACE LAYER END 0 �� JOINTS. FACE LAYER JOINTS COVERED WITH TAPE R-38 BATT INSULATION AT SECOND " g MINIMUM 1/2"GYPSUM BOARD l CARPET&PAD AND COATED WITH JOINT COMPOUND.SCREW FLOORS BETWEEN GARAGES AND UNITS INS LATION(OMIFIBERGLASS BATT HEADS COVERED WITH JOINT COMPOUND AND AT EXTERIOR BAYS ONLY-NO 3 1/2 - GARAGE < ) UNIT i INSULATION(OMIT AT GARAGE) -- ' - BATT INSULATION AT THESE LOCATIONS GARAGE < ) GARAGE 2 x 6 WOOD STUDS, 16"OC STRINGERS-SEE a 2MAX WOOD STUDS, 1 "OC CORRIDOR GARAGE - MAX UNO,SEE STRUCTURAL ) / STRUCTURAL - _ j� 31/2"UNPAGED FIBERGLASS BATT _ • INSULATION(BETWEEN UNITS ONLY) 47%1L 1 • M ( ) MINIMUM 5/8"GYP BD i' T SUPPORTED ON RESILIENT CHANNELS CORRIDOR ( ) UNIT f RESILIENT CHANNELS 16"OC MAX AT 24" 720 N I - lit OC JOISTS AND 24"OC AT 16"OC JOISTS BRIAN R. • ATTACHED TO JOISTS WITH 1 1/4" .. co INTERIOR EXTERIOR WAINSCOTOTE:SEEASEE ELEVATIONS FORSSEMBLY 10 FOR E '♦�ri'��,� r'��♦♦��,��J,♦♦��/ (2)LAYERS MINIMUM 1/2 TYPE'X'GYPSUM •' . DRYWALL SCREWS, �I " 1 0 N LOCATION&HEIGHT. PORTLAND,OR M 21 E PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT INSULATION MINIMUM 1!2"GYPSUM BOARD.AT EXTERIOR BAYS USE MINIMUM BOARD,OMIT AT 1/2"TYPE'X'GYPSUM SHEATHING °' NO INSULATION(AT GARAGE CONCEALED SPACES INSTEAD FOR ALL LAYERS,SEE TYPE 2C OF 0 0 21-1 OMIT BATT INSULATION AND RESILIENT CHANNELS-USE GA FILE WP 3510 11 d ) BELOW FOR ADDITIONAL INFO •.. o (SEE ASSEMBLY#23A FOR EXACT CONSTRUCTION INFORMATION) R-38 FIBERGLASS BATT INSULATION AT EXTERIOR BAY LOCATIONS AND 5/8"TYPE 11 C OMIT SIDING&WRB AT INSIDE OF FIRE!WATER ROOM 2C 'X'GYPSUM SHEATHING INSTEAD OF 5/8"TYPE'X GYPSUM BOARD&FIBER CEMENT Construction PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BAIT SOFFIT PANEL OUTER LAYER WITH 1 X 3 FIBER CEMENT BATTS AT SEAMS&EDGES. 21 E31 INSULATION&OMIT RESILIENT CHANNELS(USE GA FILE WP 3510-SEE 24B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS ASSEMBLY#23A FOR EXACT CONSTRUCTION INFORMATION) 11B OMIT INSULATION 2B R-38 FIBERGLASS BATT INSULATION AT GARAGE CEILINGS. Assemblies 4 INTERIOR WALL - NON-RATED 21a INTERIOR WALL - 1-HR RATED 11ai EXT WALL - FIBER CEMENT - NON-RATED 6 I STAIR - NON-RATED FLOOR/CEILING - 1 HOUR RATED - UNITS ASSEMBLY: NA FIRE: NR STC: NA I ASSEMBLY:GA FILE WP 3243 FIRE: 1-HR STC:50 1 ASSEMBLY:NA FIRE: NR STC:NA I ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:WIJ-1.7 AMERICAN FIRE: 1-HR SIC:63-65 ICC:51 6 *8" FOREST AND PAPER > 5/8"TYPE'X GYPSUM BOARD ASSOCIATION, INC //7 CLASS C ARCHITECTURAL o GRADE COMPOSITION ct o **1" 31/2"UNFACED FIBERGLASS ASPHALT ROOFING SHINGLES o " BATT INSULATION IN OPPOSITE ao. STUD WALL CAVITY FROM ROOF UNDERLAYMENT FLOOR FINISH PER + - WOOD SHEATHING BRICK VENEER OR EXTERIOR r'�- FINISH SCHEDULE I WOOD SHEATHING,SEE STRUCTURAL MANUFACTURED STONE " - CONCRETE SLAB(4"MIN) -,m,�.�, i air"ice, ,, yrs .moi �' ��.o�. I SECOND LAYER WOOD SHEATHING VENEER,SEE EXTERIOR X X WITH REINFORCING,SEE WHEN OCCURS,SEE STRUCTURAL ELEVATIONS FOR TYPE - - U " 2 X 4 WOOD STUDS, 16"OC MAX, ' " ROOF SHEETING SEE STRUCTURAL • 2 X 4 WOOD STUDS, 16 OC SEE STRUCTURAL R SPACE AT BRICK, STRUCTURAL . :. : a GEOTECH MAX UNO OTHERWISE / MORTAR MIN AND WATERWAY 11MM a Q-- r —- �` 2 SAND LAYER PER 2 05.1$.17 Plan Check Responses m 'g / RAINSCREEN DRAINAGE MAT a'` Q: =J - /- 10-MIL VAPOR RETARDING * 8"AT 1 LAYER SHEATHING -, T:-• -- �----�. - -ryr. 5 1 O r' SYSTEM AT STONE PREFABRICATED WOOD ,,, ,,,,,, ,,,,, e MEMBRANE # Date Description 8 1/2"AT(2)LAYERS SHEATHING -..� / ROOF TRUSSES SEE •; •; �- •• • •� • •• • 5/8"TYPE'X'GYPSUM BOARD - �_�,••s-:.,•,. . . . GEOTECH 5 ✓"' ,� WEATHER RESISTIVE • .• . �• . -.••-,; !Y OIP -� s. i i s.f!, ! s ,�',•! :.•� •! •'�. AG P Revisions **1"AT 1 LAYER SHEATHING BARRIER / STRUCTURAL . • •* •. •. +. . • . `-�;,.. :.. a { 1 1/2"AT(2)LAYERS SHEATHING �,:gkeigkitt lt•sr ''•1.0*r� r 048`Ar `'. R-15 RIGID FOAM JANUARY 12,2017 a WOOD SHEATHING,SEE ,.._..,..i• . l.:..__...........?_..._...:.............. _...__ '_..!... INSULATION 2'-0"WIDE Date u� I STRUCTURAL R-38 FIBERGLASS BATT UNDER EXTERIOR SLAB ti �= GYPSUM ASSOCIATION FIRE , _.... ±--- .._; i .___._...€.._..___. INSULATION I _, ' __. --_--I ' --- F__.i... EDGE PERIMETER - E RESISTANCE DESIGN MANUAL- • i R-21 BATT INSULATION _ :- ( - __, ; ,KB,SM BB - 1 GENERIC ASSEMBLY: _ ' 2 x 6 WOOD STUDS, 16"OC Designed By - ONE LAYER 5/8"TYPE'X GYPSUM .r,� MAX-UNO,SEE STRUCTURAL WALLBOARD APPLIED PARALLEL OR -T NOTE: WY,ZD m UNIT • I UNIT -- • 1/2"GYP BOARD AT UNIT PROVIDE R-15 RIGID FOAM o AT RIGHT ANGLES TO EACH SIDE OF • / � MINIMUM 5/8"GYP BD INTERIOR, INSULATION AT FACE OF Drawn By U **1 1/2"- DOUBLE ROW OF 2 X4 WOOD STUDS o I- 16"O.C.ON SEPARATE PLATES 1" • FIBER CEMENT PANEL AT EXTERIOR CONCRETE KJ,BB `� APART WITH 6D COATED NAILS, ''�� EXTERIOR LOCATIONS WITH FOUNDATION FOR A WIDTH z 1 7/8"LONG,OA915"SHANK, 1/4" „,4 1 X 3 FIBER CEMENT BATTS OF 24 MINIMUM. Checked By HEADS,7”O.C.JOINTS STAGGERED INTERIOR EXTERIOR AT SEAMS&EDGES r , *81/2" L 16"ON OPPOSITE SIDES.HORIZONTAL 17857 N BRACING REQUIRED AT MID-HEIGHT. Project Number 23B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS (LOAD-BEARING) 10B OMIT INSULATION(@ GARAGE) 5B OMIT INSULATION,FCP IN LIEU OF 1/2"GYP BOARD AT EXTERIOR 1 B NO ONLY INSULATION ITPA AND "MINIMUM CONCRETE SLAB ON COMPACTED FILL 0 INTERIOR WALL - 1-HR RATED FIRE PARTITION - 1-HR RATED EXT WALL - BRICK - NON-RATED ROOF/CEILING - NON- RATED UNITS SLAB ON GRADE - NON-RATED 23A 20 10 5A� 1A Al . 01 m 1 ASSEMBLY:GA FILE WP 3510 FIRE: 1-HR STC:NA ASSEMBLY:GAWP 3370 FIRE: 1-HR STC:54-55 ASSEMBLY:NA FIRE:NA STC:NA ASSEMBLY:NA FIRE: NR STC:NA ASSEMBLY:NA FIRE:NR STC:NA Sheet Number - NBC-W13c ii:h NRC-TL-93-265 If op dramyrigh#ngOfs a less than 24"x 36",it has -- been reduced.Scale accordingly. m DOOR SCHEDULE ROOM FINISH SCHEDULEI _ © '� OPENING 1 DOOR FRAME 1 1 ROOM NAME 1 FLOOR FINISH/MATERIAL I BASE FINISH/MATERIAL I WALL FINISH/MATERIAL 1 CEILING FINISH/MATERIAL I COMMENTS DOOR NO. LOCATION TYPE WIDTH HEIGHT MATERIAL I FINISH MATERIAL FINISH 1 HARDWARE FIRE RATING COMMENTS V I: e,F Al BUILDING ENTRY C 3'-0" 8'-0" STEEL I PRE-PR I STEEL PAINT 11 1- TEMPERED GLASS BUILDING "` , A2 MULTI-PURPOSE/LOBBY ENTRY E 6'-0" - � 7'-0 STEEL PRE-PR �STEEL PAINT �10TEMPERED GLASS CORRIDOR CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A3 1 FIRE SPRINKLER/WATER B 1 6'-0" 1 6'-8" 1 STEEL PRE-PR I STEEL 1 PAINT 5 - GARAGE CONCRETE WOOD-PAINT GYPSUM BOARD GYPSUM BOARD = - " A4 GARAGE ENTRY A 3'-0" I 7'-0" SC-PHB PRE-PR MDF 1 PAINT 3 145 MIN 1 SELF CLOSING /2\ LOBBY CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A5 CORRIDOR IA 3'-0" 1 7'-0" SC-PHB PRE-PR MDF I PAINT 7 20 MIN 1 SELF CLOSING STAIR CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A3 A6 RESTROOM IA 3'-0" 7'-0" SC-PHB PRE-PR MDF PAINT 11 - I STORAGE CONCRETE OR UNFINISHED PAINT GYPSUM BOARD GYPSUM BOARD Otak Architects, Inc i„.1., OFFICE I D 3'-0" 7'-0" SC-PHB PRE-PR MDF PAINT 9 ITEMPERED GLASS WATER CONCRETE GYPSUM BOARD GYPSUM BOARD STAIR IA 3'-0" 7'-0" SC-PHB PRE-PR MDF PAINT 2 60 MIN DOOR ON MAGNETIC HAOPEN,SELF CLOSING OFFICE 1 CARPET#2 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD 1 GARAGE II 8'-0" 7'-0" MFR MFR MFR MFR 6 - 1 \ OF,F10E 2.� CARPET#2 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD Al2 POOL EQUIPMENT ROOM A 3'-0" 7`-0" STEEL 1 PRE-PR STEEL PAINT 1 - LI /2\ Q,POOL EQUIPMENT ROOM CONCRETE OR UNFINISHED MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD 808 SW 3rd Ave, Suite 300 fB1 UNIT ENTRY A 3'-0" 6'-8" SC-PHB 1 PRE-PR MDF PAINT 20 MIN 1 SELF CLOSING I R`Et? O 1"--^f TILE COVE TILE M.R.GYPSUM BOARD GYPSUM BOARD Portland, OR 97204 1B2 PATIO/DECK C 3'-0" 8'-0" 1 STEEL PRE-PR STEEL PAINT 8 - I TEMPERED GLASS 1 RESTROOM 2 TILE COVE TILE M.R.GYPSUM BOARD GYPSUM BOARD Phone 503.287.6825 Cl BEDROOM/BATHROOM A 1 3'-0" 6'-8" I HC-PHB PRE-PR MDF PAINT 11 - Fax 503.415.2304 C2 CLOSET H 1 5'-0" 1 6'-8" 1 SC-PHB PRE-PR MDF 1 PAINT 115 - UNITS C3 CLOSET A I 5'-0" 6'-8" IHC-PHB PRE-PR GYPSUM BOARD 1 PAINT 114 I- BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD I GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS I D1 CLOSET A 1 3'-0" 6'-8" HC-PHB PRE-PR MDF I PAINT 111 - BEDROOM CARPET#2 MDF#2-PAINT GYPSUM BOARD I GYPSUM BOARD I River Terrace East D2 CLOSET A 2'-0" 6'-8" HC-PHB PRE-PR MDF PAINT 11 - CLOSET CARPET#2 OR SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD I GYPSUM BOARD I SEE PLAN FOR EXACT FLOOR FINISH D3 MULTI-PURPOSE/LOBBY ENTRYH 3'-0" 6'-8" HC-PHB PRE-PR MDF PAINT DINING CARPET#2 MDF#2-PAINT GYPSUM BOARD I GYPSUM BOARD 1 1 Condominiums D4 CLOSET G 5'-0" 6'-8" HC-PHB PRE-PR GYPSUM BOARD PAINT 14 ENTRY SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD D5 CLOSET 1H 5'-0" 6'-8" HC-PHB PRE-PR GYPSUM BOARD PAINT 15 - HALL CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD 06 UNIT ENTRY 1H 4'-0" 6'-8" SC-PHB 1 PRE-PR MDF PAINT 15 20 MIN 1 KITCHEN SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD East - Clubhouse LAUNDRY SHEET VINYL#2 I MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD LIVING CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD I East Side of SW Roy LINEN CARPET#2 OR SHEET VINY#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD SEE PLAN FOR EXACT FLOOR FINISH SCHEDULE ABBREVIATIONS MASTER BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD I GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS Rogers RD, Tigard, OR MASTER CLOSET CARPET#2 MDF#2-PAINT GYPSUM BOARD I GYPSUM BOARD HC-PHB HOLLOW CORE PRIMED HARDBOARD GYP BD GYPSUM BOARD MASTER BEDROOM CARPET#2 I MDF#2-PAINT GYPSUM BOARD 1 GYPSUM BOARD MDF MEDIUM DENSITY FIBERBOARD PANTRY SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD I GYPSUM BOARD MFR MANUFACTURER STORAGE CONCRETE OR UNFINISHED PAINT ORIENTED STRAND BOARD I GYPSUM BOARD PRE-FIN PREFINISHED PRE-BR PREPRIMED SC-PHB SOLID CORE PRIMED HARDBOARD DOOR TYPES / . / /\ / " / Polygon , /" \ f \ Northwest �' \ `' / / 1 \ WINDOW SCHEDULE 703 Broadway Street, \ \ / • \ / ,, 2 -6 , Suite 510 � \ \ / \ \ / \ Vancouver, WA 98660 3'-0" Ae L 2'-6" L 2'-6" \ \ i" _ Q \, / 0 if, 3' -� _• ' lt- 7T1 ' I I _ A.FLUSH SWING B.FLUSH DOUBLE SWING C.SWING,SINGLE D.FULL LITE SWING E.FRENCH DOOR GLASS o I j `° ,1 11 11 f b 1 Il ?_ ro A `t /\ .] * A `O "' /� bo co an "co . L A• \J l / ® ® c7 M (O i) / / \ \ •` • • •• •1 14 �4 �• FINISHED FLOOR \ \ / f 1.VINYL SINGLE HUNG 2.VINYL SINGLE HUNG 3.VINYL SINGLE HUNG OER VINYL FIXED SINGLE MULLED \ •\ / / \ V / 0 INDICATES TEMPERED GLAZING G.FLUSH BYPASS H.DOUBLE BI-FOLD I.OVERHEAD GARAGE DOOR I- 3,-0" 2,-6" .r- , k +i +71 iv N C �1T21 II A . '"3 BRIAN R.FLEENER N HARDWARE GROUPS - FOR SILL HEIGHT AT ONS • NOTE:SEE ELEVATIf�1jc� to STAIR WINDOW(AT %%KUNO,OR cv , , STAIR LOWER WINDOW M in in TO BE MADE WITH O f 0 GROUP 1: DOOR Al (BUILDING ENTRANCES-NO PANIC) GROUP 6: DOORS All (OVERHEAD GARAGE DOORS) INOPERABLE SASHES)co V 0 ••• 0 3 HINGES CAL-ROYAL BB5200-32D NRF 4-1/2"X 4-1/2" HARDWARE BY OVERHEAD DOOR MANUFACTURER GROUP 12: FINISHED FLOOR t o, 1 LOCKSET K2 *QCL170E 626(LEVER) •• •. •� Schedules 1 CLOSER CAL-ROYAL CC441 GROUP 7: DOOR A5.B1 (UNIT ENTRY/CORRIDOR-20 MINUTE) NOT USED 1 CLOSER ARM CAL-ROYAL CR0077 SPRING 5.VINYL FIXED 6.VINYL FIXED 1 WEATHERSTRIPPING PEMKO PK33D 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1/2"X 4-1/2" 1 STOP CAL-ROYAL CFS20 1 LOCKSET K2 QCI230E 626(LEVER) 1 THRESHOLD PEMKO 271A 1 VIEWER CAL-ROYAL ULDV 200 US26D GROUP 13: 1 DOOR SWEEP PEMKO 216AV 1 GASKETING PEMKO PK3313 1 STOP CAL-ROYAL JRS34 NOT USED WINDOW SCHEDULE NOTES -E *COORDINATE WITH ELECTRICAL SECURITY CARD READER SYSTEM NEEDING 24 VOLTS AT LOCATIONS CARD READER ACCESS NEEDED GROUP 8: DOOR B2 (UNIT DECK/PATIO ENTRY) GROUP 14: DOOR D4 (UNIT CLOSET-BYPASS) 1. SEE BUILDING CODE SUMMARY FOR MAXIMUM ALLOWABLE U- , i FACTOR AND SOLAR HEAT GAIN COEFFICIENT FOR WINDOWS. a GROUP 2:DOOR Al0 (STAIR�-60 MINUTE) 3 HINGES CAL-ROYAL TBHRC44 4"X 4" 1 BYPASS DOOR TRACK STANLEY BPD60-00-60 2. AIR INFILTRATION RATE FOR WINDOWS SHALL NOT EXCEED 0.30 c4 /2\\ 1 LOCKSET K2 QTL250E 626(LEVER) 2 PULLS STANLEY 4485 US26D CFM/SQ FT AS DETERMINED IN ACCORDANCE WITH AAMA/WDMAJCSA -83 HINGES CAL-ROYAL BB31-26D;4-1/2"X 4-1/2" 1 WEATHERSTRIPPING PEMKO PK33D l01/I.S.2/A440 OR NFRC 400 BY AN ACCREDITED,INDEPENDENT ao 1 LOCKSET K2 QCL230E 626(LEVER) 1 STOP CAL-ROYAL JRS34 LABORATORY,AND LABELED AND CERTIFIED BY THE + 1 CLOSER CAL-ROYAL 900PBF ALUM 1 THRESHOLD PEMKO 271A GROUP 15: DOOR D5.06 (OFFICE CLOSET,CLOSET/LAUNDRY-BIFOLD) MANUFACTURER. yo 1 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 1 DOOR SWEEP PEMKO 216AV 3. ALL BEDROOM WINDOWS SHALL MEET FIRE ESCAPE AND RESCUE g 1 GASKET PEMKO PK33D 1 BI-FOLD DOOR TRACK STANLEY BF30-00-60 W/METAL PIVOTS OPENING REQUIREMENTS OF OSSC SECTION 1029. 2 PULL STANLEY 4485 US26D 4. PROVIDE TEMPERED GLASS IN WINDOWS REQUIRED BY OSSC 2406.4 1 STOP CAL-ROYAL WB26 3 03.16.18 Pool Equipment Rm v GROUP 9:DOOR A7(OFFICES) 2 05.18.17 Plan Check Responses DOOR A4 (GARAGE ENTRY/0 GROUP 3: 5 MINUTE) 3 HINGES CAL-ROYAL TBHRC 4"X 4" iii L° 1 LOCKSET K2 QTL250E 626(LEVER) 1 05.17.17 Project Coordination3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-112"X4-112" 1 CLOSER CAL-ROYAL 900PBR ALUM DOOR SCHEDULE NOTES # Date Description 103 1 LOCKSET K2 QCL270E 626(LEVER) 1 STOP CAL-ROYAL JRS34 • Revisions • 1 GASKET PEMKO PK33D 1. ALL DOORS SHALL HAVE LEVER HARDWARE. JANUARY 12,2017 a 1 STOP CAL-ROYAL WB26 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE PROTECTED IN ACCORDANCE WITH OSSC SECTIONS 716.5.3.1 AND 716.5.7.3. Date a 1 THRESHOLD PEMKO 271A GROUP 10: DOOR A2(MULTIPURPOSE ROOM/LOBBY) 3. FIRE DOOR ASSEMBLYS SHALL BE LABELED BY AN APPROVED AGENCY.THE LABELS SHALLCOMPLY WITH NFPA 80 AND SHALL BE ti 1 DOOR SWEEP PEMKO 216AV PERMANENTLY AFFIXED TO THE DOOR.LABELS SHALL NOT BE COVERED,REMOVED OR TAMPERED WITH. 6 HINGE CAL ROYAL BB31 4.5 X 4.5 4. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR BB,KB,SM 0 1 LOCKSET K2/STANLEY QCL130 EFFORT. Designed By 1 DEADBOLT K2/STANLEY QDB180 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. . GROUP 4: o 2 FLUSHBOLT 790F 6. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO AN WY,NE co NOT USED 2 CLOSER CAL ROYAL 900PBF OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. 1 THRESHOLD HAGER 480S 7. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR SHALL MOVE TO THE CLOSED Drawn By U 2 SWEEPS HAGER 790S POSITION IN 1.5 SECONDS MINIMUM. o GROUP 5:DOOR A3 (FIRE SPRINKLER/WATER ROOM) 1 ASTRAGAL STANLEY N184-390 8. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE AUTHORITY HAVING JURISDICTION. KJ,BB Z 21 GASKET PEMKO PK33D 9. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22.2 N). Checked By 3 HINGES CAL-ROYAL BB31-32D;4-1/2"X 4-1/2" 10. SLIDING OR FOLDING DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22.2 N). m 1 LOCKSET K2 QCL170E 626(LEVER) 11. WHERE PROVIDED,THRESHOLDS AT DOORWAYS SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN LEVEL GREATER THAN 1/4 INCH IN 17857 N 1 WEATHERSTRIPPING PEMKO PK33D GROUP 11: DOORS A6.Cl. D1.D2.D3(UNIT BEDROOM,BATHROOM,CLOSET,RESTROOM) HEIGHT AND NOT MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 1 THRESHOLD PEMKO 271A 12. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR HEAD DETAIL. Project Number ai 1 DOOR SWEEP PEMKO 216AV 3 HINGES HAGER 1741 US26D 13. SEE 2/A8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL. cc 1 LATCH KWIKSET 730 TNL(LEVER)or 14. SEE 3/A8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL. -71 LATCH KWIKSET 730 H(KNOB) 0 cfl 1 STOP CAL-ROYAL JRS34 M 2 3 SILENCERS TRIMCO 12298 Sheet Number Ea - Copyright 2018 0 iii If this drawing is less than 24"x 36",it has it 2, been reduced.Scale accordingly. as CC FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. .. .y 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONSEE SHEET A1.01. Otak Architects, Inc 4. ALL FIRST FLOOR UNITS ARE TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT TYPES. 808 SW 3rd Ave, Suite 300 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Portland, OR 97204 DIMENSIONS, TYPICAL NOTES,AND WALL Phone 503.287.6825 ASSEMBLIES. Fax 503.415.2304 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL River Terrace East DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIA FLOORICE�LING ASSEMBLY.UNDERS SHALL RUN 1-HR Condominiums A A3.01 ( 40 A4 12 8. MAINTAIN RATINGAT WALLALLTUBANDISHOWERSFLOOR/CE. East - Clubhouse SEE SHEET A1.11 FOR ROOM FINISH 81'-9" 9 AND FOR DOOR AND WINDOW TYPES AND SCHEDULE East Side of SW Roy .; .,- SCHEDULES. Rogers RD, Tigard, OR 2'-6112"� y 13'-3" ' 25'-6" .4, 7'-0" k 21'-6112" 11'-5112" ,,3'-0"le 41. ? 10. SEE DETAIL IO ON SHEET A8.11 FOR WALL INTERSECTION DETAILS AT 1-HR WALLS. Alk% r 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. 3'-9314" 1' 5114" 3'-2114" 1'-3314" 2'-2314" "-911 " 2'- 1114" 3112" 1'- ) 114" 3112" 8'- 0" 1 (. 8'-0" 8'-0" f 0" ( .8'-0" 3'-0", 3'-0 ( 3'-0", 3'-0" '-7" 12. SEE 15/A8.11 FOR FIRE EXTINGUISHER CABINET �, i• ., d, o, .,. y c , i �, ', (o, d� ��I, 4, 0I- tee--I. • DETAIL. COORDINATE LOCATION WITH FIRE MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 1/8"/ l'-0" -, - _, EXTINGUISHER WITH 10 POUND NOMINALAPACITY DS SLOPE,TYP ._ __ _ _DS 141 1 DS 10 ) AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL iral - - -- - - - o1 DDS 10 DS r lI o1 i, IN MANUFACTURER'S STANDARD ENAMELED _ N I L " All " I - - - - 1 O O DS v-- ,A CONTAINER Polygon OS `' ' 10 11 /� - _ . - -� „ , 4 13. FOR MECHANICAL SYSTEMS &EQUIPMENT SEE } ©S A' 1 Ap 1 O O� a' MECHANICAL DESIGN/BUILDING DRAWINGS. Northwest I \ / � \ / � O r 11A X x 0 / � 14. FOR O EL CTR CALDESLIGHTING I HTINGI& EQUIPMENT NG DRAWINGS. EE 703 Broadway Street, N !, I \ X / 1 I / X \ 1 / N. Al I N / 1 , 0 11 Suite 510 a� 6 l� - - l� V DS c. N A4.12 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER O � / N I A I / N 1 - .-- DESIGN/BUILDING DRAWINGS AS APPROVED BY Vancouver, WA 98660 ID_")' / 111 I/ - OFFICE 1A7 A OFFICE 2 11 ° o `� FIRE MARSHAL. GARAGE 1 GARAGE 2 GARAGE 3 G�R,�GE 4(ROI DSi� I�TOT c., 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, l "'Y` O ' N SECURITY CONTROLS AND ELECTRICAL , P-2113 C2 21 13[41 -' A2 I RECEPTACLES SHALL BE MOUNTED BETWEEN 15" ..k,,-, o� o^ cv o AND 46"ABOVE FINISHED FLOOR AND ELECTRICAL il .■ l Co _ PANELS TO BE LOCATED WITHIN REACH RANGE OF �` �" r O I Zo 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL r--24B n !� IN I AT GROUND FLOOR UNITS. �, LOBBY 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Al A6II DRAWING PACKAGE. M WATER 1 FIRE 21B 21B 6 - EST • ,� CORRIDOR SPRINKLER ® _ t I I - - - - - - `„ \ 1 I- CORRIDOR, TYP.� F-� 1 A8 04 0 3 WALL 18. SEE DETAIL 9 ON SHEET A8.11 FOR INFORMATION ® �C� C,CPT#1� CORRIDOR 1 U 1 O DS A4.12 REGARDING JUNCTION BOX PLACEMENT AND DSIII A4 36'- 10 " r A5 :/-1- 1 u, N DETAIL 11/A8.11 FOR PLUMBING PENETRATIONOR 1 I IL)- - I 0 • _ CORRIDOR ONE HOUR RATED WALLS. • WALL _�'. 'L�-) 1- �I p O co I , e 19. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR ' O e ____IT / I l 21A I A6 D 3 FRAME DETAIL(AND HINGE JAMB DIMENSION). � � � �� I �21a IRE 11 0 A3.01 2 = r-1 ;_ LiH __J) 2 A3.02 - _ ` 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. El- I Ili. - O MECH DESIGN/BUILD TO COORDINATE LOCATIONS _ OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON E-I • i - ;� V 10 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO '` DS i- -a .1. J.1 I - _ itil ® �"-/ 'r - BE GREATER THAN 3-0 FROM ALL OPERABLE - I MULTI-PURPOSE ° �� a' OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE COOL - IPM i, GREATER THAN 1,0'-0"_FROM ALL OPERABLE OPENINGS. , UNIT 2.1 - B / I - - I �� ' ar r I _ O • 1 .+ 3 Ntbv ,14)n � I 3 N I an r` _ 7N ■a •10. BRIAN R. ENR VII �- nil FLEENER L 5 __ 0 /� I i-12AI - 10A AlA1. o �. • �J ��( (6 • N •- • D .=- d6 � - A8.01 - -/ I - T �P 1 r - - El---- -ter - ' . • - PORTLAND, o� =� ® O I 1 ' IIII c., 11A DS-1h,. 1 F 13`1' 9 114"J 111 O O O m TAIR 1 1 `fl OF Q co 0 10 j �13A� i r �F 1 a A5.01 ,Ti C + A5.14 FL �,3'-0".,r3.-0',L �3, '-0" f'-6' '-6W-6' / '-0' 3'-p� 11 Al O I I D 1 ° I First Floor Plan 11A J + 0 3 1/2" 2'-7" 3 112"` 13 1/2" `2'- 1" 3 112"DS� 4 1 rs -- I II - - - - -\ . I I SEE SITE DEVELOPMENT PACKAGE PATIO SLOPE 3'-0" 3'-0" I 2%, TYP kl'' II FOR PAVING SLOPES AND INFORMATION c>; (49112" 1'-8114" 1 3'-0" 6'-0" 3, 9 114„J •• PROVIDE KNOX COMPANY E RAPID ENTRY SYSTEM(S) D PER EACH BUILDING AS tY ► 19'-0" 9'-8" 10'-5112" 10'-4" 13'-6112" .d 5'-2" APPROVED BY TUALATIN o° 1'-3"-' 1'-6- I ^ 1/8"/ 1'-0" ¶ VALLEY FIRE AND RESCUE a 42'-4" J 9'- 11" SLOPE, TYP 29'-6" + i' i- 0 N ch 4Iz 1 XI- X H LU(/) UJ (J) U 3 03.16.18 Pool Equipment Rm m A3.02 B D 2 05.18.17 Plan Check Responses 0 Date Description F- m Revisions 'w ak Alk ®� � JANUARY 12, 2017 o_ A4.12 Date r r r co r BB, KB,SM -2 w Designed By oro .0 WY,ZD co o Drawn By 0 z 1 FIRST FLOOR PL.AN rm Checked By A2.01 SCALE: 1/8"= 1'-0" 17857 iS _,) cc, Project Number .5 m CC d co C")) A2 . O1 0 1M Eo- Sheet Number 6 Copyright 2018© ii If this drawing is less than 24"x 36",it has 5 been reduced. ca a accordingly. d CC FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE ,• &'' X '' NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. t- - ' ` 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONEE SHEET A1.01. Otak Architects, Inc 4. ALL FIRST FLOOR UNITS ARE TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT TYPES. 808 SW 3rd Ave, Suite 300 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Portland, OR 97204 DIMENSIONS, TYPICAL NOTES,AND WALL - ASSEMBLIES. Phone 503.2$7.6$25 Fax 503.415.2304 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL River Terrace East DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. Condominiums A A3.01il GI 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. East - Clubhouse 1a ._J 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE $1,-9„ a < AND FOR DOOR AND WINDOW TYPES AND East Side of SW Roy 49'-3 314" 32'-5114" j SCHEDULES. Rogers RD, Tigard, OR 0r R• ,F 10. SEE DETAIL 10 ON SHEET A8.11 FOR WALL 2'-61/ " 13'-3" 14'-8" 21'-43/4" 1 1/4"---,i10'-8" 7'-71/4" 11'-03/4" ,3'-0" -JP- 1.4 41• ,'r / / /- INTERSECTION DETAILS AT 1-HR WALLS. alb% Ai 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ON PLANS.WARP CONCRETE AT WALLS AND A4.13 • A4.12 I COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% Ni 3' 31/2" MAXIMUM SLOPE. 3 112" 7 1/2" 3 1/2" 3 1/2" 2'- 1 1/2' 3 1/2" 2'-2 1/4" 2'-2 1/4" 3'-0 112"-� 12. SEE 15/A8.11 FOR FIRE EXTINGUISHER CABINET 0" 3'-0". .3'-0" 7'-6�-'-6', '-6" ,3'-0" 3'-0",4'-71/4" 3'-0" 6'-31/2/ 4"3'-0" 6'-31/2" - ,� / , ► I'-- y. � , - ,�f ` ; DETAIL. COORDINATE LOCATION WITH FIRE - MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 11A1 N I 1 EXTINGUISHER WITH 10 POUND NOMINAiAPACITY i, II: k, AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL ,,� - IN MANUFACTURER'S STANDARD ENAMELED iJ. IJ ° O O O 1 O 11A 07..._° 0 � O 0 0 `' 1 (-4-) CONTAINER Polygon O O - _ _ - I I �p _ � _ I. ■.. I +� +r - - 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE O O I I i� [1l ; ® Q 'T' _- _‘ MECHANICAL DESIGN/BUILDING DRAWINGS. Northwest _ -, UNIT 9.2 O P 14. FOR ELECTRICAL LIGHTING & EQUIPMENT SEE LN • ' ,Tl 1 1 1 ELECTRICAL DESIGN/BUILDING DRAWINGS. 703 Broadway Street, Suite 510 /� II 2p 0 f A4.12 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER Vancouver, WA 98660 v _ II DESIGN/BUILDING DRAWINGS AS APPROVED BY `," 6 3 UNIT 3.2 �� FIRE MARSHAL O I \ �_ % m 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, - N OIP 7 L, =Hitt' j iN. c"yt SECURITY CONTROLS AND ELECTRICAL m Hir Nolo I RECEPTACLES SHALL BE MOUNTED BETWEEN 15" AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL j• - ---- r PANELS TO BE LOCATED WITHIN REACH RANGE OF 4"/12" '�= 6 �, 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL \ nn - AT GROUND FLOOR UNITS- R R T (- A 17 �, i • o _116---111A c�.N �.' O I i I I p 7._. q i i // I I �✓ 17 DRAWING PACKAGEIONS SEE SITE DEVELOPMENT 1 1 O i Pf I I r 41 I O - -TiI , 1-1-1 - e _ + /� CORRIDOR GI I 3 WALL 18. SEE DETAIL 9 ON SHEET A8.11 FOR INFORMATION I ` `�' REGARDING JUNCTION BOX PLACEMENT AND • ® A4.13 i 21 CORRIDOR 21 21 1O 3"/12 I IC " b A4-12 DETAIL 11/A8.11 FOR PLUMBING PENETRAT10NS OR - O - - a _ -Lo CORRIDOR ONE HOUR RATED WALLS. i" -_ J,L1-_ 0 11_61L) •� iC ' ---- _1__J i- 1 T WALL 19. SEE 11A8.11 FOR TYPICAL INTERIOR WOOD DOOR /1". DD �\ P LL�J i \\ ` 'y I �I FRAME DETAIL(AND HINGE JAMB DIMENSION). v I A3.01 2 Ln 4"112" r�1 DN i 2 A3.02 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. © \ - MIME © 3"/ 12" MECH DESIGN/BUILD TO COORDINATE LOCATIONS i i 2 OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON =I I I I 111 I u �' I I I-� PLANS AND ELEVATIONS. ALL STANDARD VENTS TO 16 7 ......_. I II 001--I1 i I '." + 1 I In I , L_ BE GREATER THAN 3'-0" FROM ALL OPERABLE I b� OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE Ilif� GREATER THAN 10'-0" FROM ALL OPERABLE 41 STAIR N OPENINGS. M r UNIT 2.1 I •i " + M UNIT 1.1 0 ) .. ;� 0 ;° r I I LC) r- 37 i - I^ . 0 BRIAN R.FLEFtRO_ UP O 0 A8.01 . 1.) • l/11/ 11 so 0 � TRTLAND, OR4- N 0 ® 4 `� e � � 000 C•J= `° GI t%OOFA 751 eq- m ci. 3 1 \_,••A50I Second Floor I 8" 12" 8" 12") -. -r 1'-9114" I 3'-0" 3'-0" 3'-0" ?'-6' -6' -6' ,3'-0" 3'-0" 3'-0" 3'-0" ` -6' -6" -6" L Plan di e_ • �•2.. 1.4 _3 1 2" 1'- 11" 3 1/2" 2'-7" 112 3 1/2 3 1/2" 3 112" 2'-0 1/4" 3 1/2" 3 1/2" 2'-8 3/4" 51/2" 5I/2"c 19'-0" 1 a" 9'-8" 1'- ; 10'-51/2" 10'-4" 13'-61/2" 5'-2" L., #_ o 00 , / 0 42'-4" 9'- 11" L 29'-6" • I o aI I I I 0 In O 0' a _c HQ ~ Q _a 1 xF XI- M w u7 w Ge) 0 v A3.02 B D tii # Date Description Revisions ix Alk, alk Alik a A4.12 • A4.11 • �e JANUARY 12,2017 pate r r r co T BB, KB, SM o Designed By 0 ro o WY,ZD mi o Drawn By U N 0 KJ, BB 0 w 1 SECOND FLOOR PLAN Checked By m A2.02 SCALE: 1/8"= 1-0" 17857 N Project Number r a) a coCO A2 A2 . 02 02M m Sheet Number ai Copyright 2018© it If this drawing is less than 24"x 36",it has 1 been reduced. Scale accordingly a w FLOOR PLAN NOTES a a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD iR AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. Fisi ;:: iiiiii 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL t "'` _ =,a';:' LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONEE SHEET A1.01. Otak Architects, Inc 4. ALL FIRST FLOOR UNITS ARE TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT TYPES. 808 SW 3rd Ave, Suite 300 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Portland, OR 97204 DIMENSIONS, TYPICAL NOTES,AND WALL Phone 503.287.6825 ASSEMBLIES. Fax 503.415.2304 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL River Terrace East DUCTS AT FIRST AND SECOND FLOOR/CEILING ik ASSEMBLIES SHALL RUN UNDER 1-HR4111 Condominiums N;1117 GO FLOOR/CEILING ASSEMBLY. A A3.01 ( 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. East - Clubhouse 1 __. Q Q 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE East Side of SW Roy 81'-9" a > AND FOR DOOR AND WINDOW TYPES AND w. SCHEDULES. Rogers RD, Tigard, OR 49'-3 314"� '1' 32' 5 1/4" 00- 10. SEE DETAIL 10 ON SHEET A8.11 FOR WALL 2'6 1,Jf" 13'-3" +� 14'-8" .r 21'-4 3/4" 1 1/4" 10'-8" i. 7'-7 1/4" r 11'-0 3/4" r3'-0" INTERSECTION DETAILS AT 1-HR WALLS. 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ON AS SHOWN TO FORCE WATER TO MIGRATE 2'- 1 1/2" I AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% 1/4"- 112" 2' -2 1'4"6'-3 112" 3 -0 112 3 112" 7" 3 -3 1'2 3 112 3 112 3 1/2" 2'-2 ' • r MAXIMUM SLOPE. / 3,-01„ 3,-0„ ,-0„ `,-6. 6" -6 ,�3'-0" 0",,4'-7114",3'-0" -0" 3'-0" ;'-4'3'-0",,_ 0"44,3'-0" y JII► a,'r3 jr , , �.� ,,,3' y y , �r3 - 12. SEE 15/A8.11 FOR FIRE EXTINGUISHER CABINET 11A 11A 7 3 1/2'1' I 11AI DETAIL. COORDINATE LOCATION WITH FIRE liM '" v MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE I o EXTINGUISHER WITH 10 POUND NOMINALAPACITY CO AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL Ll lP�° O O O (� I • O co -' IN MANUFACTURER'S STANDARD ENAMELED � • • - - - --J . ;,��,. , 0 V O r , �1 1O �'� CONTAINER Polygon 1 I ! ! II I I r p- er - ° p- --1----- t.■ -`� - - O O L O �� I ,, ` 13 MECHANICAL DESIGNSBUIILNDING DRAWNGSSEENorthwest 1[30 ,... iv T ��"yI© V 14. FOR ELECTRICAL LIGHTING & EQUIPMENT SEE 703 Broadway Street, M_ f.�' 11 t 17i °rI1A4112ELECTRICAL DESIGN/BUILDING DRAWINGS. Suite 510 01UNIT 3.2 UNIT 1.2 - 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER Vancouver, WA 98660 co ti10 DESIGN/BUILDING DRAWINGS AS APPROVED BY U4 `'' FIRE MARSHAL. F------ - - co , tit Cm 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, N O I �' N SECURITY CONTROLS AND ELECTRICAL `o 1 \/ IMI I i- RECEPTACLES SHALL BE MOUNTED BETWEEN 15" \ -r a, AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL J -- _ N PANELS TO BE LOCATED WITHIN REACH RANGE OF 1 °0 " 11 v i b -1- 48"ABOVE FENISHED FLOOR TO HIGHEST CONTROL ib• I \ 1 ', N AT GROUND FLOOR UNITS. N o � � /10 / --7-- _L( � _ c;, J I 1, - \ , (Dt p . i i _ i❑ I I 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT CORRIDOR DRAWING PACKAGE. 1 CORRIDOR -��, - '� - WALL i o a in .� 18. SEE DETAIL 9 ON SHEET A$-11 FOR INFORMATION `'� A4.13Fla ' A4.12 REGARDING JUNCTION BOX PLACEMENT AND ® __T J if 21E - - T 21E O in N r u, DETAIL 111A8.11 FOR PLUMBING PENETRATIONOR rte' I - -sv CORRIDOR0 ONE HOUR RATED WALLS. 4"/12" 4 I I SLOPE ❑ 17 ❑ I 21 E(- �I ❑ ] 19. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR III 2FRAME DETAIL(AND HINGE JAMB DIMENSION). 3.01 2 DN 2 A3.02 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. r i r iv 13 �II' MECH J LCATIONS r - OF VENTS AND SOFFITS W/LOCATIONS ATE SHOWN ON i' PLANS AND ELEVATIONS. ALL STANDARD VENTS TO BE GREATER THAN 3'-0"FROM ALL OPERABLE '� _ _ _ °' OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE cNI GREATER THAN 10'-0" FROM ALL OPERABLE i� I N OPENINGS. '` -a. El ® 1 ,ies 0. r-. i m ❑ l ❑ I - - ❑ I - - 3723 A BRIAN ao 10"112" 10"/ 12" 10 /12 10 /12 R. N f.__. _.__ ► j� / q �I I* i -- N - - - �� el N •• VANO, a�c' y II ill 1-7 _� 10"/ 12" --- ' it F co . , \ / ..._ _ o ET. 4"1 12" '°"'12" Third Floor Plan U4 4 I A5.01 I c I A4.12 7 A4.11 k I I A4.11 r I''' r r E 0 o -4' 42'-4" .• 9'- 11" •.� 29'-6" 0 0 0 I 1 I a] U) o cG tr .=a 1 MQ xQ Xi-co w co U 0 A3.02 B D w # Date Description M an Revisions ix JANUARY 12, 2017 a I- Date in co 1` BB, KB, SM a Designed By L o WY, ZD ozi a Drawn By U N KJ, BB 00 z 1 THIRD FLOOR PLAN Checked By co A2.03 SCALE: 1/8"= 1'-0'' 17857 (NI Project Number 5 5 a) cG 03 ,,, A2 . 03 2 m Sheet Number ai Copyright 2018 LE If this drawing is less than 24"x 36",it has .� been reduced.Scale accordingly. a) ROOF VENTING CALCULATIONS ROOF PLAN NOTES AREAS AREA IDENTIFICATION ROOF AREA REQUIRED VENT PROVIDED VENT AREA(SQ IN) TOTAL VENT AREA 1. SEE LOWER FLOOR PLANS FOR BUILDING o a SQ FT SQ IN 1 300 AREA(SQ IN) HIGH LOW PROVIDED (SQ IN) DIMENSIONS. STAIR#1 253 36,4321300 121.44 (2)X 50= 100 SQ IN (2)X 50= 100 SQ IN 200 SQ IN 2. VAPOR BARRIER AT INSULATION TO BE LOCATED ATTIC#1 2,322 334,3681300 1,114.56 (11)X 50=550 SQ IN (8)X 50=400 SQ IN ON WARM SIDE OF INSULATION. .,. 1173 SQ IN (42')X 5.3= 223 SQ IN 3. SEE 13& 141A8.04 FOR ROOF PENETRATIONS. ATTIC#2 1,027 147,8881300 492.96 (6)X 50=300 SQ IN (2)X 50 = 100 SQ IN 490 SQ IN 4. ALL OVER FRAMED ROOF AREAS SHALL HAVE A 22 (17')X 5.3 = 90 SQ IN 1/2"X 30" HOLE CUT IN ROOF SHEATHING FOR ACCESS AND CONTINUITY OF ROOF VENTILATION. Otak Architects, Inc ATTIC#3 687 98,928/300 329.76 (4)X 50= 200 SQ IN (2)X 50= 100 SQ IN 342 SQ IN 5. PER 2014 OSSC 1203.2 THE NET FREE VENTING (8')X 5.3 = 42 SQ IN AREA SHALL BE 1/300. INSULATION HAVING A VAPOR BARRIER WITH A TRANSMISSION RATE NOT 808 SW 3rd Ave, Suite 300 EXCEDING 1 PERM. SHALL BE PROVIDED. Portland, OR 97204 6. ROOF ATTIC VENT PROVIDES 50 SQ IN FREE AREA Phone 503.287.6825 EA. Fax 503.415.2304 7. EAVE VENTS AT TRUSS BAYS: PROVIDE(3)VENT HOLES AT 1 1/2"DIA(5.3 SQ IN OF FREE AREA)PER p 24"OC TRUSS BAY; SEE STRUCTURAL. River Terrace East ROOF PLAN LEGEND Condominiums A A3.01I CO • • • • • • • • EAVE VENTING -,,, , P. 1-HR EXIT ENCLOSURE WALL TO East - Clubhouse MIM1 UNDERSIDE OF ROOF SHEATHING OUTLINE OF WALL BELOW East Side of SW Roy Rogers RD, Tigard, OR - - DRAFT STOP I ` A4.12 I 1'_ " I 1'-0"OVERHANG, IS 1 DS TYP EVERYWHERE 10"1 12" 10"112" ❑I! DS 10"112" I� IF NOT OTHERWISE NOTED n 10"1 12" Polygon I�/(�o DS � _� i DS 10"1 12" - r -_ . ... 1:- - � � DS r O J .7 -- - - uJ mss! ti•�AIP 0_�� L. - ] I L _ 4 -_--- n 11 _ A3101! IE 1 1 I I _ _ -- - - -_ JL - - _ J Northwest 2z uz°X 30" HOLE ; 1 << ®P ❑ ❑ ❑ �� ❑ ❑ I1 Suite Broadway703510 Street, CUT IN ROOF 1 I ❑ ❑ SHEATHING AT I 1�1 1 OS A4.12 OVERFRAMING FOR III I I y� `,..(171 1 ----1 Vancouver, WA 98660 ACCESS AND FORI 1-HR RATED 111 1 �� -§- I I CONTINUITY OF ROOF 20"X 30" MIN 1 I 7._ i VENTILATION TYP. 1 - ATTIC #1 1'' ACCESS PANEL rti I 1 1 1 IN 1-HR EXIT 2,322 SF ,1 it ENCLOSURE WALL. I I I I I 22 1/2"X 30" HOLE 4"'12 I ,-, Ili'I 1 I RIDGE 1 CUTIN ROOF 4" -12 I ❑ ❑ ❑ RIDGE ' !i, ❑ ❑ ❑ I SHEATHING AT 1 ' I -NI OVERFRAMING FOR 4"/12" I III I ' ACCESS AND FOR ill 11 I I CONTINUITY OF ROOF iv r�I I I I VENTILATION TYP. - - 1_1 - - - Y , - -+ 20 X 30 MIN I � 30 ACCESS PANEL DS A4.12 DS . / ' I IN DRAFT STOP 0 1 ❑ ❑ ❑ ❑' .11,,, -z"",71'-7,--- - ❑ ❑ - -d ❑ <V „...2_1.... 1 -HOUR WALLS i 1 ATTIC #3 1 2 A3.02 A3.01 2 I @STAIRWELL , �., , �� I I _ r 687 S F ROOF VENTS, TYP 3I I I r i1 DS - l I I I I I 3"/12" ® 1r 11 ATTIC #2 0 E a RIDGE I , I I I '1027 SF E 1�l Fe I _� ;I 1 ,� L E 11 STAIR #1 , ; G- III RIDGE 1 1 i--.1- vv -1 4o , , ATTIC I vV, 9l 1 Q ❑L J❑ I i- ; Ala a_ 71 - ! 253 SF � , �L �� `�� 1 I .. 1 ❑ 3720 A T I I ~ , I I 1 E cv I I ❑ I ❑ i. I BRIAN R.FLEECIER I at II I �r I \ I 10"/12"'i 10"112" 14t41, Iii_A 10"112" 1 1 10"1 12" \ 1 -�11 a /izJI1- 0 a 0 . . %OMANI),ORe.N I I DSI DS� L 10"112" 10"112" - - I -� 10"/12" m I II pi. f- I 1 DS DS F q 't1 1- OF O Ailk% I:) N li -. a A4.12 C.7 i� F Roof Plan DS �8"1 12" 8"1 12"I IDs I ' I 1-HR RATED E ENCLOSURE WALL co I I TO UNDERSIDE I OF ROOF SHEATHING E 0 0 cc 0 0 a- I I + a) U, 0 .0 1 o U ro `A3.02 B D as \_ # Date Description i- 5 `m Revisions a JANUARY 12, 2017 a_ ti Date In co r- --E BB, KB, SM o Designed By o WY,ZD as 0 Drawn By 0 0 NKJ, BB 1 ROOF PLAN r� Checked By A2.04 SCALE: 118"= 1'-0" 17857 N - Project Number a ct 0 coc,-) A2 s 04 as Sheet Number is; Copyright 2018 ii If this drawing is less than 24"x 36",it has 7 been reduced. ca a accordingly. a) ELEVATION NOTES 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR TAGS. o a 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. rk, 3. SIDING TYPE REVEALS&BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS UNLESS •T.E' ISE NOTED. 5 CIO Alkb, / ORNAMENTAL 4. EE 7& 15/A8.03 OR TYPICAL SEALANT&FIBER CEMENT LAP A4.12 (ill LOUVER VENT, TYP r-i.N SIDING JOINTS . FIBER CEMENT PANEL SIDING Otak Architects, Inc ATTIC ROOF VENTS 5. SEE DETAIL 13, 141 A8.04 FOR TYPICAL ROOF PENETRATIONS. EQ.WIDTHS,TYP CLASS C ARCHITECTURAL6. SEE DETAIL 9, 10 : 12/A8.0 FOR SADDLE FLASHING DETAILS GRADE ASPHALT SHINGLE Alk 1/2" FIBER CEMENT g AS NEEDED. ROOFINGREVEALS,TYP A8 04 I r► 7 A8.04808 SW 3rd Ave, Suite 300 2 X 8 WOOD FASCIA A$ 2 X 12 WOOD TRIM FIBER CEMENT SIDING Portland, OR 97204 ELEVATION LEGEND Phone 503.287.6825 METAL GUTTERS AND �l IL.I - CI , DOWNSPOUT 10 6 20 Fax 503.415.2304,.-; FIBER CEMENT LAP SIDING,4" EXPOSURE A8.04 `� 12" A8.04 A8.04 12" - - - Q 10" A f__ -_ �_ FIBER CEMENT LAP SIDING,6" EXPOSURE River Terrace East FIBER CEMENT 10" ��; 12" nrwu1Z1 SHINGLE SIDI " li `, 12 �� " ;!''�� 10" 12" r BRICK VENEER Condominiums 2X4 WOOD TRIM � I��nl " � � � �� .iif.'iA8.03r'lii -4 0 SSI w` _0 4" 03 TOP PLATE ak, © ,1 1,. !' Nal\ i 31 4 718 mum Horn orturign .•nemlrrmm.:::. �•.�.�.�.rr•- • n min 1nn11m1 Fn FIBER CEMENT SHINGLE SIDING Main ■ �1 I iel[rtrrr Irnllwlm�l 514 x 12 WOOD TRIM mg ► • ` _ .. .,,•r 1 ii �i '�"enr�..m N mum ••••--- East - Clubhouse nrnlm ■■ 1 1l I./ mrmml """'■"' mn11r J.i; aiRJhJ nmmnl METAL RAILINGS TYP East Side of SW Roy rlm lrnt.Intv" SID NGWI4XOSURE Wits _I"` MR%n:il7HC �rFIBER III111 1a' II ilrlllllrl'IImRIII .. Inl 11 �-• 1 - •� � II11111111 A- � wniiim1111 - ■n•�11rt1f1rn,M.,.ni.�.�1 u �nny��u.,'.� If �.--.-.- ► , '111i .� 16 Rogers RD Tigard OR I1,l1 11 ,k,l1r!:, .,24,1.91,! 1lnrun7nlrrlu111�' Gii11�I1111111r it1.' MIJ1rilll�i,,dIml�,1 lI Enrll' , IIi111-r,�• n Ir3ij'il A8.03 r un nnunmrnu 1111111u A8.01 $.03,1 .A8.0111! nrcum T'N VINYL WINDOW W/ i nn 8.04= + ` EQ. EQ. EQ. I'u.•l .r - "MI© AI�l�i ref nnrl'I,nun11:11i 1i:: l . , ..... . ,.. MI I 7nnmurrnllu • unnliil'I�i, - Ir1llllr, 03 FLOOR TO SHEATING I, OOD TRIM TYP - ' iiillu�11�_n�emnn ( VIM - mow i 21'-3 314" \A$.02 I1nI 1I1i11lIIl7n, us i� ti �!'_Mt� 0 'TAC HEAT PUMP UNIT - - . - .... '1'Irleil111 n..E III4 _ r , _ - --- !� n1itii - nium11i _ 02 TOP PLATE co ix •in MEN HP �I1 A IMO - Eli Lm so no pm ' i _ Intl ;int l 20'_3" ti H mnn .....-.1M11 I�k 1. •i♦• MEE IN • ui ..:. = I 3_ am 8.0 vi I■. "lei ' ' W11I _ IN Z iC41 . ....r., a I 1 imolai iits O • 2 X 12 WOOD IM i Arm liiiiC - :•n� A8.01 iI A8.02 ' rint'iii CO a a EE ` u1ai�,. _ ` A6.01 nr 1r '• 17 nmmm - �- M,:1 Iminli -. - .rte l !I 11 r r ruin .�....• 1 I I ie MI-,.rl-- - - �.e.. .i,. „mom 1l it mnlr 1 tm11rl i' 11011111111111111111 lilllll 1 U1111 1111 I �. Ian lEi. •$03-I:1' iii 1 I'- I'"'• ' ' ImrH( BRICK VENEER OVER :.0 � a -:_ wino! miasesimi IIu111'I1nll1 � - };�`$02 arn, 111111'..mu1 ' ' 1�'I. minmi WOOD STUD WALL rl1 11 7numinllu __11111 A8,0 nr 111111HrSua{rHl.¢...,4111., I:111111,,;, ,,l . 1 1i rrnn1n11i n; l.''"I�;nl�;:r! - - - - �nl �...1231m�.1111.Lr 1 $.02• _ -mrmml 02 FLOOR TO SHEATHING - 1-C i 1111 .11.1111M. a�=�� 1:I1iLJ �I•�� y' .".,...,. 12. - ---- 11'- 1 718" A8.01 E. .I • __ 4" -- 01 TOP PLATE A8.05..! a mom - - r _ � lib 10'-1 118" ■A i Ii1 BRICKVENEER _�� ' $0• M 1� i 111 M I k 8.01 4111 == COLUMN BASES _ -1 Al_ - - -=_= _i- - -I _- _-- Northwest F I - - -- -_- =_=- 'm'.1.....a� '8.02 J --1 c- A8.02 --- 8.04 _=� i _-- 01 FLOOR TOP SLAB . _. '�... 0'-0" c OOD TRIM SILL - 1 11111111111111111111".-10 19 MECH VENTS W/ Aft 703 Broadway Street, © 3 -0 RADIUS A8.04 Suite 510 A8.03 A8-01 A8.07 A$02 CLEARANCE TO Vancouver, WA 98660 OVERHEAD GARAGE • 8 A 2 OPENINGS DOOR • 1 NORTH ELEVATION A3.01 SCALE: 1/8"= 1'-0" 4 0 0 0 . 0.1 372! BRIAN R.FLEENER A co ni ■ P(�R ZID� a AOR •M m 12" ..to mum ,i�1. J riulii�, i 2" 7"75 -/ / i11111111E111111 111111,. 3'' llirmm�immli -._ 11.11.. --_ 12 Q ••D T'I d � ,�im7Hulr�1'In��7�Fp1IJd�l '$.0 EII Irrnmi... Att Exterior 0 /- ■414111114111 111/1/11 rIf111un. p��1g/��irrr�r�l'r�w ' �/��/ 1r7��jm: llm�i�l, - .,'..-,mu,�oililn..- p-,,,, A8.04 2 8 WOO 1 T'IM "fiml1 lrrrl witiro�lltnllll. ...4,201,.,. 41111 1 mlllm111 mlinnl 1111111,. ' I1.. 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A'N 1 01 FLOOR TOP SLAB BB, K8, SM o -- - Q _ -0'-0" Designed By ro GARAGE EXHAUST VENT W/ _o 10'-0"EXHAUST RADIUS WY,ZD 03 CLEARANCE o Drawn By U S KJ, BB ,n a) Checked By z up 17857 N 2 WEST ELEVATION Project Number w> A3.01 SCALE: 1/8"= 1'-0" iYo 0 1 m A 3 ■ M m Sheet Number ui Copyright 2018© i If this drawing is less than 24"x 36",it has -> been reduced. Scale accordingly. a) ft ELEVATION NOTES 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR TAGS. o a ,.,:. 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. Vit. 3. SIDING TYPE REVEALS&BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS UNLESS © OTHERWISE NOTED. 4. SEE 7& 1- A8.03 FOR TYPICAL SEALANT& FIBER CEMENT LAP •IDhG 'iNTS. A B D430 5. SEE DETAIL 13, 14 - : :' SR TYPICAL ROOF PENETRATIONS. Otak Architects, Inc \ \ \ 6. SEE NEEDEDg 10& 12 .0 ' FOR SADDLE FLASHING DETAILS AS 808 SW 3rd Ave, Suite 300 © ©k Allkr Portland, OR 97204 VW Mlir VW ELEVATION LEGEND Phone 503.287.6825 Fax 503.415.2304 = FIBER CEMENT LAP SIDING,4" EXPOSURE - ----�µ�:------ FIBER CEMENT LAP SIDING,6" EXPOSURE River Terrace East 1 ✓ 7, BRICK VENEER Condominiums CI LZI ID Q CI 12" �niilj i• 4" r. /�, . . i 1r 12" - 03 TOP PLAT iriiiiririui' Iri esniiii FIBER CEMENT SHINGLE SIDING 10" __ -- - 31`-47/8" ��a.rnnrr t 1 rl East - Clubhouse 12" �f i 1ntnlu■. i rHLIH�141, 11M7r1111n11. 1t•IIIIi1111m121 flllmlmlrilnlrlY. 1p" nlmmm�rnrmmrl. /, err,... 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Otak Architects, Inc -. . . . . . 808 SW 3rd Ave, Suite 300 Portland, OR 97204 0 Phone 503.287.6825 ... Fax 503.415.2304 .. " 0 . . . . . ,. .„. .... River Terrace East . . I . . .. • Condominiums East - Clubhouse . . . . , 1 East Side of SW Roy _ 1 ,_ -_7 Rogers RD, Tigard, OR . , . r. .... . TRUSS-SEE STRUCTURAL . . • , 1 1• • .. , . - • KICKER-SEE STRUCTURAL TRUSS SEE STRUCTURAL -,-------- - .- , ..-----"T . . A . .. . ''''•. Ili - . „ . • • _........__ _ - I ) . . 03 FLOOR TO SHEATING X . 1 1 -..----'-------,„ , 03 FLOOR TO SHEATING Polygon - _ ... _ 21'-3 3/4" - s-4. -,, _1 - ___. - - .. .. .._-- FIBER CEMENT SOFFIT „,.,.. '----',A,,- s,--------,,, FIBER CEMENT SOFFIT Northwest . ›.....„,,0 ...,..- ,_..., - - - - 02 TOP PLAllE - ,-,-- 7" 02 TOP PLATE _ _ 20'-3" 'w ,,,:-.„ 7 - - - - _ 20' `ff 703 Broadway Street, Suite 510 ,,..2.,...1....,,,, ,i......L.L.),...k...k....1„,..1.....1,_L.L.1,..i__ 1 .., . ...- - i — Vancouver, WA 98660 A,A,A,AAAAA,Aykiktymywhyy. 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'< = Revisions 4. _ BRICK VENEER JANUARY 12,2017 CL <,.< -- 11--:'� SEE STRUCTURAL co Date '';><_ SEE STRUCTURAL .,-: -- DRAIN TILE,TYP �, FOR THICKNESS --' N r UNDER-SLAB) FOR SLAB u I ,,� L BB>KB,SM . 2 INSULATION ,•' INSULATION ..; iii o = Designed By TYP. -: INSULATION INSULATION R ,/ • i-,-,' l WY,ZD r �;�_.; .'. _r... ^.,¢” % — — —. s . ____ `C - — — G ... .______.. • : --- — — 4� 4T _. FLOOR TOP SLAB m AlA 01 D o •_;. — a 01 0 yawn By { _ KJ,BB • I `♦,A*�:AP.A♦�.. ; � F ; 4-::. .f;1�: i I I i .1: I i i i� .� e- -" ,;�!, i '." _ _ , ._ �. , i t - - +� - �- ;� ked 6 � I • • • • • . , I L e i.. i _ i i • _ co i . , . i - ::r - 17857 1 , . . . . ,.. :_ DRAIN TILE^^ , I ! i _ _ _ _i._^'... - ," .!.... 3 . . ! - a , ( 1 i —imm 3 S 4 w _ ; 1 f . E „ -.t . >. PERIMETER . . . . . . � i , . . . 3 � �� . . . . . . . - I : . I . - . � I I ( 11 „ ! ! ! . . . iii, . . . . . , . . . . . : , , — — — Project Numer i >(NI 1I I , i , ! �i _ 1 i_.. a> . . . 1 . . 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Phone 503.287.6825 I • • • -, . .„ •.. „ Fax 503.415,2304 -...,, :. . . . . . ". . ATTIC River Terrace East . . • . . . . . . . R-38 BATT *N%N.NNINss,..,..%.. INSULATION Condominiums . . .... East - Clubhouse :)--- ... . . 1'241.4140 '•A ir‘ '- ) -), . & .4::,_ East Side of SW Roy yi----":- . .. , - ,....-..-- Rogers RD, Tigard, OR . --, . . __-,- . . k .i' iii1 ,1 , .1 1-<•>, . .. ,..,, —.:.- . . „..., . ....„ . • ••- „<,, . • . 1_,,,- . . • 1 f;2":2, >-•:. . • -• .....„,- .. •<,, r----,,.< ><- . ---,,, BEDROOM ..--,-,-, ATTIC Polygon ,,.... .. ,, ..„ , HCORRIDOR •_•:. ,...... . •-•,- ATTIC Northwest . . . . .. : ..„.. 703 Broadway Street, .• . . ›..:, „..., -... . Suite 510 ----.„ Vancouver, WA 98660 ,-,.-:- ... -.•::, • (-- 11 I::fl,-1. Alt-ti k x , \ .. R-38 BATT INSULATION . . . .• • _INSULATION_ •-•:.. ,-•:.>- • . \y'"\t"\./1 s-,,Vsst/V\i'L",/str'sst,\i'\r, e ' - 1 - ! ;:•- -':_ — 03 FLOOR TO SHEATING .. - _ Liftslni5.-..i .. — — — — — — — ... . 21'-3 3/4" . . 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CORRIDOR ,-.•,-, BATHROOM 9 ) ;;.,ef; • O.. -,,,e- •,,, di",, -4 , . . 4 ' > ., i 372C1 letl • • • . • cki 2A !,---.., .,, 1 2Al „..‹ . . . , BRIAN R.FLEENER A . . -4,• „-- •• >••• ,--... . co ,:- *75 • --....-,. ,... , • I/i 1/17 • t...._____.....„ _., ,_,__,— , ___,-, ,..,,_ C\I %CRUM%OR . ... i I , v •f 1 . 2A -:::- ,-,.- 217k1 co 1 k ,-,..„, 0.F 0 ---f,yry-1\ rm-rx-rx"rx-- -x-r-rcr,:-'i-i-•x•-, .• . iii c2c2c7c,x,,:-„,i ,-,-0,',•0,-,,7,x,- ,...,,,•:-,x,-;!,,A,,,..•,,.., •,-,,,„,,,v.,/. ,,,;'is),y s,\,,y v V I •-•,„;> . , 1,4' ' , ;'„,'. f (14. - ,,,' • , .1, ,,—,,, . 02 FLOOR TO SHEATHING • . ....-•• ••,..4,.......0.4.rA.A":V:414,54M,A00916V, .„.2)„,i - 11111111111.- - — - - - - - - - . \ -,-, , . ... _ - --.. . in ....1.".' '...'' 1 I q 1 14 11'-1 7/8" . . • It - • i i ii r,-^:I.X.X , f, X:A X)',X;,.iA,X,1,2cA, . . • • • Interior Wall - — — _ — _ - - _ - _ - _ _ ........„.„, • _ - .._.„.... . 01 TOP PLATE dm -..,.. Sections .. . . ..<.- ,..c>. ›...: .....<„, ,....(>, . . . ›....- .. . •E ,... .,..„ -›- . , .),... .._.,..._ .....„ , . . e .,...„ >•< ... ..„,:., a ,•-•-. , • '8 co kt< . . o 1.- :•--t• 3 . . t•- ' >•„>., 4. II k i 4 - -j ------ = , I CO . ..0 '....e i . ... n >, ..-• = •!-. .- i ,,1 b.) a) , : . a GARAGE -‹. >.< BATHROOM CORRIDOR ; • RESTRM 1 2.3. .••' • # Date Description 1 : . Revisions • . JANUARY 12,2017 • .• , a. . -! Date r•-• „--, -. .., . it) ••••!-,,,,,, , ---i . co . .. BB,KB,SM r-- -67 . -••- _ -.-4sL6a=coo2.. _i i:'','„'1 , 1 I t :; ;2-, I I -71'-—.1 •-. •t- "'-:-...-':*: '•'' t !„,--- I-IA I Designed By . -• -•- 4 '" 0 ' '' ' ' ' 4 - ' -- ' - --- WY,ZD 4 1 1 141 I •-' 1 - , 1 Drawn By (..) , ! i ! I 1 . -7-1 t-r-T-Ti ' • t r 1 : I I 1 -.'1 1-'-'---11 I- v I . 1 -, s'. - ' . - ''- KJ,BB -, •, • 0 (0 -......-I : i 7-7°— 1 '1 ; - - ; Checked By , I , , __I , , i ---1 1 1-"-- -‘ -- - -'. '. . !ILL, „,!...1.—.1......!...i i.1.-.1—. ; 11 II 11 _1 . 1--111. 1 1 1 1 1 1 I 1 iii l II ll — -- .i,.4 :: (0 n 1 - • 1-!-i-- 17857 0 cv Project Number . 1.......t.._ • - ! ! ! - , •••:, c) <0 1k4 . 1 3 co 2 Sheet Number .. Ei Copyright 2018 0 6 . it If this drawing is less than 244`x 36",it has been reduced.Scale accordingly. - e- ai 1 PARTY WALL INTERIOR WALL SECTION 2 CORRIDOR INTERIOR WALL SECTION , w . . . A4.13 SCALE: 1/2"=1-0" A4.13 SCALE 1/2"=1-0" ' -- ,, 5'-3314" ' o a "3' 0" h 0 -,r)r y� MIIV. -r- - - A10 Otak Architects, Inc - - - - _ p _ — — — — 808 SW 3rd Ave, Suite 300 = - Portland, OR 97204 i21AI--r 24B L = — = Phone 503.287.6825 7 Fax 503.415.2304 = _ = = 1 River Terrace East Zo _ _ = = _ @ Condominiums 4 T, LIJ Q East - Clubhouse — 1 fi i T c. East Side of SW Roy 1 . ELEVATION KEYNOTES UNIT PLAN NOTES o a 1. SHOWER CURTAIN ROD 1. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF cY; 2. TUB/SHOWER ENCLOSURE ROUGH OPENING UNLESS OTHERWISE NOTED. . 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, SEE DETAIL 5/A8.12 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS - 4. LIGHT FIXTURE CENTERED OVER MIRROR LEGEND SEE SHEET A0.01. 5. TP DISPENSER @ 19"AFF 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE UNITS), PROVIDE BLOCKING SHEET A1.01. 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A Otak Architects, Inc UNITS), PROVIDE BLOCKING 4. ALL FIRST FLOOR UNITS ARE TYPE B ICC/ANSI 8. BASE CABINET WITH DRAWERS ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT 9. REMOVABLE CABINET, CONTINUE FLOORING TYPES. UNDER CABINET. SEE 4/A8.12 FOR KNEE 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN 5. TYPICAL INTERIOR UNIT WALL STUDS ARE 2 X 4 AND REMOVED AND SUPPORT. TYPICAL EXTERIOR UNIT WALL STUDS ARE 2 X 9JNLESS Portland, OR 97204 10. GRAB BARS, PROVDE BLOCKING, SEE DETAIL OTHERWISE NOTED ON UNIT PLANS-SEE STRUCTURAL FOR Phone 503.287.6825 5/A8.12 GRADE AND SPACING. 11. LINEN CLOSET W/REMOVABLE SHELVES Fax 503.415.2304 12. RANGE HOOD UNIT WITH WALL CONTROL 6. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS SWITCH AT FIRST AND SECOND FLOOWCEII_NG ASSEMBLIES 19) 13. 4" MDF BASE(CONTINUOUS BEHIND SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. at ® ® ® 2' 0" 2' 6" 2'-0"1 1 1 ® iD , 14. OPEN SHELVING WHERE APPLICABLE 7. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND River Terrace East ® (15) / 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST FOR DOOR AND WINDOW TYPES AND SCHEDULES. F NC HOOD Condominiums I I _-�� \` 7.111....�!\ ,MI (20) ® v 7'\ II }��\,,. /` ® OPEN TO 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 8. SEE 101A8.11 FOR WALL INTERSECTION DETAILS AT 1 �� , 'S ■ •1 LIVING/DINING BACKSPLASH AND SIDESPLASH WHERE HR WALLS. . / --Lam.----/� �{ ��..� Ll- n1 C)- N `.�,� �, �I� - \__/v- `��,� OCCURS IN OTHER UNITS East Clubhouse _____-�-- ------ 24 _ ,► 17. VANITY DRAWER UNIT CABINET 9. CONCRETE PATIOS SHALL SLOPE AS SHOWN ON o C1 �� ED 18. SINK BASE CABINET,TYP PLANS.WARP CONCRETE AT WALLS AS SHOWN TO East Side Of SW I . r_ -i 1 - f 24 I i" n 19. PAINTED GYPSUM BOARD SOFFIT FORCE WATER TO MIGRATE AWAY FROM AND AROUND Y I �� U ® " - i o 00 20. PLASTIC LAMINATE COUNTERTOP AND TILE WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. Rogers RD, Tigard, OR b �. \ e fl, \111•, BACKSPLASH, TYP REFR E -X - ® RANG -- ' 21. PLASTIC LAMINATE BAR TOP 10. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND Co �� % �\ �� ; iri I ; �� DW 22. STANDARD WALL CABINET WITH NO SHELVES OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE ` ' 4- 23. STANDARD WALL CARNET WITH (2)I FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS '�� i ` I r ADJUSTABLE SHELVES (TELEPHONElTELEVISION OUTLETS RECEPTACLES ON LJt. L 2'-6" 2'-0"die, 2'-4" r ., L 2'-9" ., 2'-0" 24. STANDARD BASE CABINET WITH DRAWER& WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" 2'-6" �2 -0" � 2'-3" I �f rr VERIFY �` 1 VERIFY 9" I VERIFY ADJUSTABLE SHELF ABOVE FINISHED FLOOR. W/MFR - 1 1/2" 1'_o"- W/MFR W/MFR 25. COUNTERTOP MICROWAVE, PROVIDE BY 4A 4E3 4COWNER 11. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH 26. SHORTER REMOVABLE BASE CABINET AT RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST STANDARD UNIT KITCHEN WORK SURFACE WITH DRAWERS& CONTROL AT GROUND FLOOR UNITS. ADJUSTABLE SHELF ELEVATIONS INCLUDING 27. SHORTER REMOVABLE BASE CABINET AT 12. SEE DETAIL 9/A8.11 FOR INFORMATION REGARDING UNIT 1 . 1 KITCHEN ELEEVA EVATIONS NOTES AND DIMENSIONS HERE SINK AND WORK SURFACE JUNCTION BOX PLACEMENT AND DETAIL 111A8.11 FOR 28. RANGE WITH CONTROLS AT FRONT PLUMBING PENETRATIONS FOR ONE HOUR RATED A5.11 SCALE: 114"= 1'-0" 29. HAND 30. RANGE HOOD CONTROL SWITCH PANEL WALLS. 13. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR Polygon FRAME DETAIL AND HINGE JAMB DIMENSION, 2/A8.11 Northwest FOR TYPICAL WOOD BYPASS DOOR HEAD DETAIL,AND 3/A8-11 FOR TYPICAL BIFOLD DOOR HEAD DETAIL. 1 ( a ) 0 � ( 6 ) 0 1 0 703 Broadway Street, 14. SEE 13/A8.11 FOR TUB/SHOWER ENCLOSURE DETAIL 413(_ r-___,_,,i_•... f l © © h O / �( 2 ) / © AT WALL&FLOOR- MAINTAIN WALL AND FLOOR/CEILING Suite 510 `� �� MIRROR ( 16) (U ASSEMBLY RATING AT ALL TUB/SHOWERS. Vancouver, WA 98660 . \\ / 0 � 15. CONTINUE FLOORING BELOW BATH LAVATORY CABINET Gil - X - - - AND KITCHEN SINK CABINET, FINISH WALL BEHIND - L - - - / `� ---_-- - CABINETS AT ALL GROUND FLOOR UNITS AT A MINIMUM. i -/ @ �, SEE 4/A8.12 FOR REMOVABLE CABINET DETAIL. ...0<' '2 13 ® 13 a \ 16. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF DETAIL 4 N , �� I L. J AND 1/8.12 FOR RAISED BAR DETAIL AT KITCHENS. Jr} , 3„ I 17. ALL FIRST FLOOR UNITS REQUIRE BLOCKING FOR 3A FUTURE GRAB BARS AS SHOWN ON INTERIOR 1'-3"� 1'-0"J MIN " "'1'-0" 3B 3C 3D ELEVATIONS. PROVIDE BLOCKING FOR ALL BATHROOM STANDARD UNIT BATHROOM ACCESSORIES AT ALL FLOORS. ELEVATIONS INCLUDING 18. ALL FAUCETS TO HAVE LEVER HANDLES. 3 UNIT 1 . 1 BATHROOM ELEVATIONS NOTES AND DIMENSIONS SHOWN HERE 19. ICC/ANSI TYPE B ACCESSIBLE UNIT TUB/SHOWER A5.11 SCALE: 1/4"= 1'-0" SURROUNDS SHALL BE FLAT WITHIN THE AREAS TO BE REINFORCED FOR FUTURE GRAB BARS. SEE INTERIOR ELEVATIONS FOR REINFORCEMENT LOCATIONS. 20. SEE 6/8.11 FOR TYPICAL FIRE-WRAPPED RATED FAN BOX TENT DETAIL AND 5/A8.11 FOR TYPICAL RATED RECESSED LIGHT FIXTURE WHEN AND IF NEEDED. 21. SEE DETAILS 2 AND 31A8.12 FOR CLOSET SHELVING. IP j, 10'-91/2" 2'-10" 5'-0" if 4/ 1'-8 / /r- 24A d ol, SO I i o -. I 1 M(-- 0 `tea -E, I ' 72O ___ • • -• ••• • • I . . rel BRIAN R.FLEENER ra co 1 .,.,-J 1 i 1 1--- • i• tz l7 • N - k; 2 3A 248 • i ` Bi °°, REFR -- -- -1-- PORTLAND, OR I • BATH ,: I GL. +T 0" ---. .0 BATH �� • i CL D2 - c� 4A , ' :? p '"• -- in ' 3 8 A5.11 3BR - • ; 0 0 [ F c .1 24 LINEN e) I , o L�[NEN KITCHEN A5.11 B 0 b 112" Unit .1 CLOSET ,-.,'.,- ,,'..,...,..:,',:•;::,,-,: CLOSET 4C KITCHEN NL j.---D241'-2112"� ao --f--- Enlarged Plans +8'-0"TYP C3 n �'EQ EQ DW I A I` > I I I I 1 . . i_ _� f CL _ EQ EQ I" '46-~ .. x::::l UNDi ' BEDROOM v LAUNDRY M c' 7 10 o , o C 1 i r' cc - 5'_4.. 4'_2" • ti _ ELECTRICAL5'- 11,E A8.12 + O BEDROOM PANEL = 24B o CiCI LIVING/DINING LIVING/DINING U c `m PTAC # Date Description Revisions -cc - - I� - JANUARY 12, 2017 CLW CO BALCONY ID (V Date I�� 62 O BB, KB, SM s BALCONY - I I Designed By .a �� [�� EQ EQ WY, ZD - Drawn By U i E ml = o KJ, BB DECK DRAIN-SEE Checked B z 3/A8.04y CO 17857 T ca,i Project Number 7 0' 2, 4' 8' m 2 1 . 1 CEILING PLAN 1 UNIT PLAN -" 1 . 1 UNIT A5 2 1 1 El A5.11 SCALE: 1/4"= 1'-0" A5.11 SCALE: 1/4"= 1'-0" Sheet Number di Copyright 2018© LE If this drawing is less than 24"x 36",it has 5 been reduced. Scale accordingly. tr as CI ELEVATION KEYNOTES UNIT PLAN NOTES o a ® ® 22 ® 1. ALL DIMENSIONS ARE TO FACE OF STUB AND EDGE OF G C 22� I > 1. ' .- „'� ® ® t...-----;- __,.....;--7--------, � 1_ - 4 1. SHOWER CURTAIN ROD ROUGH OPENING UNLESS OTHERWISE NOTED. -\ � I _-I ® /15� _ II 2. TUB/SHOWER ENCLOSURE OPEN TO \ y 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS (2p� ill \\ ` �7I N LIVING/DINING 1 et ---\\,-%/- MICRO J '- �' N SEE DETAIL 5/A8.12 LEGEND SEE SHEET A0.01. N 1 � `�1' 1° `U " 4. LIGHT FIXTURE CENTERED OVER MIRROR C 24� o 431 `�_J m 5. TP DISPENSER @ 19 AFF 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE -ii) iNN-NNn 24 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A SHEET A1.01. r .. -ter oo "� ( ® n -NL l ,v UNITS), PROVIDE BLOCKING Otak Architects, Inc\ .c____ \\ �\ �� 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL FIRST FLOOR UNITS ARE TYPE B ICC/ANSI \ REFR DW -_1 RANGE' o UNITS), PROVIDE BLOCKING ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT �T ,j I - 8. BASE CABINET WITH DRAWERS TYPES. \ .' ,'--1 I r `�'• 9. REMOVABLE CABINET,CONTINUE FLOORING 808 SW 3rd Ave, Suite 300 • �^'- '' UNDER CABINET. SEE 4/A8.12 FOR KNEE 5. TYPICAL INTERIOR UNIT WALL STUDS ARE 2 X 4 AND 2'-3" 2'-6" .� 2'-0" 3'-0" ,,- 1'-9" 2'-6" 1'-6"LCLEARANCE REQUIREMENTS WHEN TYPICAL EXTERIOR UNIT WALL STUDS ARE 2 X 8JNLESS Portland, OR 97204 1 1/2"-7VERIFY �VERIFY� �1'-0" 1VERIFY REMOVED AND SUPPORT. OTHERWISE NOTED ON UNIT PLANS-SEE STRUCTURAL FOR Phone 503.287.6825 5A W/MFR 56 W/MFR 5C W/MFR 10. GRAB BARS, PROVDE BLOCKING, SEE DETAIL GRADE AND SPACING. Fax 503.415.2304 5/A8.12 11. LINEN CLOSET W/REMOVABLE SHELVES 6. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS 12. RANGE HOOD UNIT WITH WALL CONTROL AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SWITCH SHALL RUN UNDER 1-HR FLOORICEILING ASSEMBLY. River Terrace East 5 UNIT 2. 1 KITCHEN ELEVATIONS 13. 4"MDF BASE(CONTINUOUS BEHIND APPLIANCE)WHERE APPLICABLE 7. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND 14. OPEN SHELVING FOR DOOR AND WINDOW TYPES AND SCHEDULES_ Condominiums A5.12 SCALE: 1/4"= 1'-0" 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST HOOD 8. SEE 10/A8.11 FOR WALL INTERSECTION DETAILS AT 1 18. PLASTIC LAMINATE COUNTERTOP WITH 4" HR WALLS. East - Clubhouse BACKSPLASH AND SIDESPLASH WHERE OCCURS IN OTHER UNITS 9. CONCRETE PATIOS SHALL SLOPE AS SHOWN ON 17. VANITY DRAWER UNIT CABINET PLANS.WARP CONCRETE AT WALLS AS SHOWN TO East Side of SW RO 18. SINK BASE CABINET,TYP FORCE WATER TO MIGRATE AWAY FROM AND AROUND y 19. PAINTED GYPSUM BOARD SOFFIT WITHOUT EXCEEDING 1-5% MAXIMUM SLOPE. Rogers RD, Tigard, OR ( 4 )-- 0 0 O 0 0 0 20. PLASTIC LAMINATE COUNTERTOP AND TILE BACKSPLASH,TYP 10. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND \� 2 21. PLASTIC LAMINATE BAR TOP OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE `T © © �- �� © 22. STANDARD WALL CABINET WITH NO SHELVES FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS © 1 I I C) - 23. STANDARD WALL CABINET WITH(2) (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON o MIRROR ADJUSTABLE SHELVES WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" /, 24. STANDARD BASE CABINET WITH DRAWER& ABOVE FINISHED FLOOR. r - ADJUSTABLE SHELF L h J 25. COUNTERTOP MICROWAVE, PROVIDE BY 11. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH ID \ - - I. / OWNER RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 18)--� tJ - O 26. SHORTER REMOVABLE BASE CABINET AT CONTROL AT GROUND FLOOR UNITS. WORK SURFACE WITH DRAWERS& 13 - ADJUSTABLE SHELF 12. SEE DETAIL 9/A8.11 FOR INFORMATION REGARDING / i s 1 ® L �� @ 27. SHORTER REMOVABLE BASE CABINET AT JUNCTION BOX PLACEMENT AND DETAIL 11/A8.11 FOR \ 1 _ - - ',4 / �. ti SINK AND WORK SURFACE PLUMBING PENETRATIONS FOR ONE HOUR RATED 7 7 r r 28. RANGE WITH CONTROLS AT FRONT WALLS. I, 2'-3" L2'-6 3/4"L L 29. HAND SHOWER Polygon 4A �1'-0" "-1'- 10 1/2" 4B 4C 4D 30. RANGE HOOD CONTROL SWITCH PANEL 13. FRAMEEE 1/A8.11 8.11DETFOR ANDTYP HI AL INTERIOR ME DIMENSION, A8.11 FOR TYPICAL WOOD BYPASS DOOR HEAD DETAIL,AND Northwest 3/A8.11 FOR TYPICAL BIFOLD DOOR HEAD DETAIL. 703 Broadway Street, 4 UNIT 2. 1 BATH 2 E L EVAT I O N S 14. SEE 13/A8.11 FOR TUB/SHOWER ENCLOSURE DETAIL Suite 510 AT WALL& FLOOR. MAINTAIN WALL AND FLOOR/CEILING A5.12 SCALE: 114"= 1'-0" ASSEMBLY RATING AT ALL TUB/SHOWERS. Vancouver, WA 98660 15. CONTINUE FLOORING BELOW BATH LAVATORY CABINET AND KITCHEN SINK CABINET, FINISH WALL BEHIND CABINETS AT ALL GROUND FLOOR UNITS AT A MINIMUM. Q Q Q O (---4-) _ SEE 41A8.12 FOR REMOVABLE CABINET DETAIL. © © © C6 4 II -= SEE 7 � © © \ 411 \ i., Q 16. AND 1/8.812 FOR RAISED BAR DETAI.12 FOR TYPICAL CLOSET L AT KITCHENS./- O \ o MIRROR 17. ALL FIRST FLOOR UNITS REQUIRE BLOCKING FOR ® n 0 FUTURE GRAB BARS AS SHOWN ON INTERIOR \I I \ . �� ELEVATIONS. PROVIDE BLOCKING FOR ALL BATHROOM L - - - - I I _ J n � P -1 I 5 ACCESSORIES AT ALL FLOORS. El_ - - - E _ _ _ 1 ' L\__ e ® _ _ ] ` �. I(\\\ /��\\\ _ 18. ALL FAUCETS TO HAVE LEVER HANDLES. ii `, .�\ .'., ,_ 19. ICC/ANSI TYPE B ACCESSIBLE UNIT TUB/SHOWER SURROUNDS SHALL BE FLAT WITHIN THE AREAS TO BE Int- r r - N REINFORCED FOR FUTURE GRAB BARS. SEE INTERIOR 4 2'-3" .k 2'-6" X EQ ajt, EQ X ELEVATIONS FOR REINFORCEMENT LOCATIONS. 20. SEE 6/8.11 FOR TYPICAL FIRE-WRAPPED RATED FAN 3A 3B 3C 3D BOX TENT DETAIL AND 5/A8.11 FOR TYPICAL RATED RECESSED LIGHT FIXTURE WHEN AND IF NEEDED. 21. SEE DETAILS 2 AND 3/A8.12 FOR CLOSET SHELVING. 3 UNIT 2. 1 MASTER BATH ELEVATIONS A5.12 SCALE: 114"= 1'-0" 2 ,'-91/ " 8'- 11 1/2" 5'- 1" 7•- 11 1/2" 5'-0" 3'- 101/2" ` ; ID m ELEVATION KEYNOTES UNIT PLAN NOTES o a © \ ek ® ® 1. SHOWER CURTAIN ROD 1. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ® ® II 2. TUB/SHOWER ENCLOSURE ROUGH OPENING UNLESS OTHERWISE NOTED. � M� II I - '• 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, ,� `\- 1 11 „�p I�1 ` II -n_�� III_ SEE DETAIL 5/A8.12 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS F` 1 4. LIGHT FIXTURE CENTERED OVER MIRROR N \-_ � _ _ _ �' LEGEND SEE SHEET A0.01. \\U/ 'MI;-- \ i � 11 5. TP DISPENSER @ 19"AFF ,. 1 - 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 18) UNITS), PROVIDE BLOCKING SHEET A1.01. o 7"�� L - �_• ®''''''''*.> - 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A O k Architects Inc --...43 -.....__I© -�a I - J v UNITS), PROVIDE BLOCKING 4. ALL FIRST FLOOR UNITS ARE TYPE B ICC/ANSI `' a .f . _ ® q ""j 8. BASE CABINET WITH DRAWERS ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT _ '� .\'_ _ ,./ RANGE REFR 9. REMOVABLE CABINET, CONTINUE FLOORING TYPES. in DW � - UNDER CABINET. SEE 41A$.12 FOR KNEE 808 SW 3rd Ave, Suite 300 --• - CLEARANCE REQUIREMENTS WHEN 5. TYPICAL INTERIOR UNIT WALL STUDS ARE 2 X 4 AND REMOVED AND SUPPORT. TYPICAL EXTERIOR UNIT WALL STUDS ARE 2 X 6JNLESS Portland, OR 97204 j ,r 2'-9" 12'-0"), 2'-9" L 2'-0"1, �9"I, 2'-6" j1'-6" 2'-6" 10. GRAB BARS, PROVDE BLOCKING, SEE DETAIL OTHERWISE NOTED ON UNIT PLANS-SEE STRUCTURAL FOR Phone 503.287.6825 1,-0" VE MFR 'T VERIFY VERIFY''' 5/A8.12 GRADE AND SPACING. 5A K- W/ 5B W/MFR W/MFR 11. LINEN CLOSET W/REMOVABLE SHELVES Fax 503.415.2304 12. RANGE HOOD UNIT WITH WALL CONTROL 6. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS SWITCH AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES Terrace East 13. 4"MDF BASE(CONTINUOUS BEHIND SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. River TSt 14. OPEN SHELVING 7. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST FOR DOOR AND WINDOW TYPES AND SCHEDULES. Condominiums A5.13 SCALE: 1/4"= 1'-0" HOOD 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 8. SEE 10/A8.11 FOR WALL INTERSECTION DETAILS AT 1- BACKSPLASH AND SIDESPLASH WHERE HR WALLS. East - Clubhouse OCCURS IN OTHER UNITS 17. VANITY DRAWER UNIT CABINET 9. CONCRETE PATIOS SHALL SLOPE AS SHOWN ON 18. SINK BASE CABINET,TYP PLANS.WARP CONCRETE AT WALLS AS SHOWN TO East Side of SW Ro 19. PAINTED GYPSUM BOARD SOFFIT FORCE WATER TO MIGRATE AWAY FROM AND AROUND y 20. PLASTIC LAMINATE COUNTERTOP AND TILE WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. Rogers RD, Tigard, OR BACKSPLASH, TYP g 21. PLASTIC LAMINATE BAR TOP 10. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND 22. STANDARD WALL CABINET WITH NO SHELVES OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE / / ,, \ 23. STANDARD WALL CABINET WITH(2) FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS Q C 1 / 0 / /\ 6 \/ ADJUSTABLE SHELVES (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON 2 � © 2 � `� �� Q Q 24. STANDARD BASE CABINET WITH DRAWER& WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" / (_7_) 16 ADJUSTABLE SHELF ABOVE FINISHED FLOOR. / ~_ MIRROR © 25. COUNTERTOP MICROWAVE, PROVIDE BY o m OWNER 11. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH / 5 0 i 26. SHORTER REMOVABLE BASE CABINET AT RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST b/ - - ) `- _ N - WORK SURFACE WITH DRAWERS& CONTROL AT GROUND FLOOR UNITS. 18 ADJUSTABLE SHELF \, 8 rl 11) ii----- . = - _ ISL27. SHORTER REMOVABLE BASE CABINET AT 12. SEE DETAIL 9/A8.11 FOR INFORMATION REGARDING ►- _ - SINK AND WORK SURFACE JUNCTION BOX PLACEMENT AND DETAIL 11/A8.11 FOR \• ''f f\� • o . 11 ® 28. RANGE WITH CONTROLS AT FRONT PLUMBING PENETRATIONS FOR ONE HOUR RATED -\ L_I L _ 111 ,� - 29. HAND SHOWER WALLS. �7�f �_� }�� 30. RANGE HOOD CONTROL SWITCH PANEL r r I 1 ,i r 13. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR Polygon jr,1 - 11"jr,1'-11" L 2'-3" FRAME DETAIL AND HINGE JAMB DIMENSION, 2/A8.11 . " �� 4D FOR TYPICAL WOOD BYPASS DOOR HEAD DETAIL, AND Northwest 4A 4B 4C 1 -0 1' 0" 3/A8.11 FOR TYPICAL BIFOLD DOOR HEAD DETAIL. 14. SEE 13/A8.11 FOR TUB/SHOWER ENCLOSURE DETAIL 703 Broadway Street, AT WALL& FLOOR. MAINTAIN WALL AND FLOOR/CEILING Suite 510 4 UNIT 3.2 BATHROOM ELEVATIONS ASSEMBLY RATING AT ALL TUB/SHOWERS. Vancouver, WA 98660 A5.13 SCALE: 1/4"= 1'-O" 15. CONTINUE FLOORING BELOW BATH LAVATORY CABINET AND KITCHEN SINK CABINET, FINISH WALL BEHIND CABINETS AT ALL GROUND FLOOR UNITS AT A MINIMUM. SEE 4/A8.12 FOR REMOVABLE CABINET DETAIL. 04 \ 0 0 / 1 \ 16. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF DETAIL r/ AND 1/8.12 FOR RAISED BAR DETAIL AT KITCHENS. 0 © � I , U © \, t \ 2 \ 17. ALL FIRST FLOOR UNITS REQUIRE BLOCKING FOR O C 16� 1 / Q7 • � 6 ) FUTURE GRAB BARS AS SHOWN ON INTERIOR 6 � �� O O RROR b \ / ELEVATIONS. PROVIDE BLOCKING FOR ALL BATHROOM ,-• ` ACCESSORIES AT ALL FLOORS. K i - - - tN /U � � - - - % 18. ALL FAUCETS TO HAVE LEVER HANDLES. A Fi_ 19. ICC/ANSI TYPE B ACCESSIBLE UNIT TUB/SHOWER 'fir ® _ II`, �o ® /' SURROUNDS SHALL BE FLAT WITHIN THE AREAS TO BE ® • _ C 13/ / REINFORCED FOR FUTURE GRAB BARS. SEE INTERIOR -" N 1 1„ 11 '-JL - __J _�� " /- ELEVATIONS FOR REINFORCEMENT LOCATIONS. r r 1 ` 20. SEE 6/8.11 FOR TYPICAL FIRE-WRAPPED RATED FAN 1'-0"� 2'-6" L 2'-2" L 2'- 1" BOX TENT DETAIL AND 5/A8.11 FOR TYPICAL RATED '�� '' 3C 3D RECESSED LIGHT FIXTURE WHEN AND IF NEEDED. 3A 3B MIN 21. SEE DETAILS 2 AND 3/A8.12 FOR CLOSET SHELVING. 3 UNIT 3.2 MASTER BATH ELEVATIONS A5.13 SCALE: 1/4"= 1,-0" _ a E EXHAUST O ® Iti 1 C �� r� ( 3720 t..id 1 i :4 `° PATIO/BALCONY `, . PATIO/BALCONY _ 1 _, ( DW i °0° 1 1 i__� .- BRIAN R FLEENER co I,. 5A %Al-LAND,OFk,s.- - Cr O 1I i I I �y .. A5.13 58 C,.� *7, Oh 1 ii 0 i Unit 3.2 KITCHEN BEDROOM 1 BEDROOM 2 PTAc B2 KITCHEN i� BEDROOM 1 BEDROOM 2 o Enlarged fans 24 ELECTRICAL CPT SV PANEL . • c6 _ 10'-9 1/2" ., 4'- 10 3/4" 5'-6 114" L D2 2'- 10" 1, 3'- 11/2" PANTRY ---T " "I D4 ' C1 ' c1 24A a LIVING/DINING -_ I I I I LIVING/DINING -� /--\ n NM a a. a LINEN I ' I cn CO 24 N . c.) 0 / o +8, _ 0" TYP _ CO �� CLOSET (CPT SVS ► 3, 7/8„ 24 \`' �' 124AI--a - CLOSET U 24 Y �'� , . H t t _ - I t J t , Cm„ ,,, , -' " �r # Date Description Cl --. , 0_ D1 i 4A Revisions ifa > • • • • • M BAH 24B 24B •i • D 12 2017 M BATH`:: c1 LAUNDRY',. BATH D1 C1 4D A5.13 B JANUARY , ae1 BATH Date # L` - ._,:. - - - p�, 11/1 L- LAUNDRY ti _ L › 410 4G_ � • . . . , i rn W ! I �. BB, KB, SM ! :P. D1 s 24AIi 3 A5.13 3$ Desi ned Bo - I I l'i6 .i . -�I� I� � Y i 0 , 9 a I :I: I u �,_ „ , WY,ZD o MASTER BEDROOM r- ;`.1". .` MASTER BEDROOM 1I 3C 81/4"- 5 -0" 2'- 11" , 7'-6" �, 11'- 1" Drawn By 0 N ...c :osE .. :1-,..(.'.1:-~" CLOSE? KJ, BB ab 'm EXHAUST I Checked By IC 12, ca �- - - - - - - - . .,.-I l 17857 _ 1 Project Number cK 13'-3"-1---; L 4'-8" L o 0' 2' 4' 8' co 1 3 Ei 2 UNIT 3.2 CEILING PLAN 1 UNIT 3.2 PLAN Sheet A5 . 13 iiiSCALE: 1I4"= 1'-0" Copyright 2018 O iz A5.13 SCALE: 114"= 1'-0" A5.13 If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. ELEVATION KEYNOTES o a 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, .,COa SEE DETAIL 5/A8.12 4. LIGHT FIXTURE CENTERED OVER MIRROR 5. TP DISPENSER @ 19"AFF 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A UNITS), PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A Otak Architects,UNITS), PROVIDE BLOCKING Inc 8. BASE CABINET WITH DRAWERS 9. REMOVABLE CABINET,CONTINUE FLOORING UNDER CABINET. SEE 4/A8.12 FOR KNEE CLEARANCE REQUIREMENTS WHEN 808 SW 3rd Ave, Suite 300 REMOVED AND SUPPORT. Portland, OR 97204 10. GRAB BARS, PROVDE BLOCKING,SEE DETAIL 51A8.12 Phone 503.287.6825 11. LINEN CLOSET W/REMOVABLE SHELVES Fax 503.415.2304 12. RANGE HOOD UNIT WITH WALL CONTROL SWITCH 13. 4" MDF BASE(CONTINUOUS BEHIND 0 APPLIANCE)WHERE APPLICABLE River Terrace East - - - I - - 0 \ - - 4 14. OPEN SHELVING 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST HOOD Condominiums 16. PLASTIC LAMINATE COUNTERTOP WITH 4" BACKSPLASH AND SIDESPLASH WHERE East - Clubhouse OCCURS IN OTHER UNITS / - 17. VANITY DRAWER UNIT CABINET 18. SINK BASE CABINET,TYP / --, ±III 19. PAINTED GYPSUM BOARD SOFFIT East Side of SW Roy ~, N 20. BPLASTIC ACKSPLASH, COUNTERTOP AND TILE g 9 } Rogers RD, Tigard, OR • / • I , r -_ /1 10' 6 112" `;' 21. PLASTIC LAMINATE BAR TOP / _ - "� ca 22. STANDARD WALL CABINET WITH NO SHELVES �' f •-, __ _ _ -_ _ - _ _ _ 23. STANDARD WALL CABINET WITH (2) -- 10'-714` 1 ) I ADJUSTABLE SHELVES N. ,, y ' , •) • - 24. STANDARD BASE CABINET WITH DRAWER& EQ EQ I i )I i Lt-_�l ; ADJUSTABLE SHELF - - - 21E �� A7 A7 \•.`/ `• �� 25- COUNTERTOP MICROWAVE, PROVIDE BY OWNER O FICE 1 CO OFFICE 2 - 26. SHORTER REMOVABLE BASE CABINET AT WORK SURFACE WITH DRAWERS& //� DS�� I ADJUSTABLE SHELF "c- ar T Ip A rt 27. SHORTER REMOVABLE BASE CABINET AT 6'-0" 2' 2" OSINK AND WORK SURFACE ,_ST-ORAG E• .' 24Ai 'j 28. RANGE WITH CONTROLS AT FRONT 24B 4' D" 29. HAND SHOWER r#-- A--'' I 30. RANGE HOOD CONTROL SWITCH PANEL I� Polygon " - ,_' } Northwest E © 3A 703 Broadway Street, Q 21E Suite 510 •L_ I \ 3r A5.14 3B `: LOBBY Vancouver, WA 98660 © - ("-----;;;. A6 N` 16 \ 1 0 ) 3G REST 2 0 0 � 6 �-- 13'-0 112" • ( i , Jam• LL V 16 , (111 - -1 \ , [ p / -N- �: la c.� I f - ] o (13) ih !�_ = 13 13 Nt �/ 21 o r 8' 3„ I Ell 1.111 3'-0" 1, 3' 3" 1'-6" in r (A:11-- 24B co • ..,___ ... . _ _ _ _ 3A 3B 3C 3D RESy/1 2A . LI 217 D3 A5.14 ,26 AE 3 RESTROOM 2div. � , ' A5.14 SCALE 114" = 1'-0" 2C r IE ,I. 'i-ia- \--t:r 1-1,,, . i... i 0 ,` I- �i� _- RESILIENT GHANEL , / r.-.i TO GO ON POOL I --- --E :§‘' EQUIPMENT SIDE -„ i , - OF WALL _ L 7' ... ? z WATER / . �f - ; a i SUPPLE'BY 4 ...k1 1 ' .) . ., OTHERS � " - u ,- . N ' t�,. 3720 00 PO* EQUIPMENT MULTI-PURPOSE i rel C.i BRIAN R.FLEENER CI N FD ORTLAK OR 17 a 0 / MIRROR 1 \' � N / f r 10 i ►i 1 i EQUIPMENT OTHERS,TYP Y r Clubhouse/Leasing \ L / ^ ©ilD '- _ © !7 i BY OTHERS f y , Enlargedn A e y T\ - i: 7 r ► A. r r Al2 _ .. POOL � 1_-------. 3' -3 314" [1'-6" EQUIPMENT j l' 2A 2B 2C 2D •• AIR VENTS, ro - REFER TO MECHANICAL& I TD STRUCTURAL 7 , , 2 RESTROOM 1 A5.14 SCALE: 114"= 1'-0" U °L' 3 03.16.18 Pool Equipment Rrn cm I # Date Description ` ❑ ❑ Revisions Lc JANUARY 12, 2017 o_' _ Date coLo BB, KB, SM o I Designed By ca `o WY, ZD m 0 Drawn By 0 o KJ, BB ca Checked By Z D 17857 N Project Number r a co A5 . -1 4 m il Sheet Number a; 1 CLUBHOUSE/LEASING ENLARGED PLAN (---D 2' 4' 8' Copyright 2018© E If this drawing is less than 24"x 36",it has illiii 5 A5.14 SCALE: 1/4"= 1'-0" been reduced. Scale accordingly. a) Q' CEILING PLAN LEGEND o a 4 ° . , ,,/` VAULTED CEILING 11111 DROPPED SOFFIT 8'-6"AFF EXHAUST al y °n q + X'-XX" DROPPED SOFFIT CEILING HEIGHT Otak Architects, Inc ��f-.--to'---+ I I I r--''- I I 1'-0" �` APPROXIMATE ASSUMED DUCT RUN 808 SW 3rd Ave, Suite 300 +r-a" i; `�- '�4 1 Pot/land, OR 97204 Phone 503.287.6825 Fax 503.415.2304 i . Ili 'II . . . If • I-- — 11:•.> EXHAUST River Terrace East +8,-0" I t:','-,7- .1 ',, +8'-6"TYP +8 _0 r^ Condominiums a • i ..., .. '4. ',I;' +7'-0" N4 n- East - Clubhouse - „. ', .r�.•� -�;; - - ,=-''-- -11-7.--7-11...- �_ East Side of SW Roy :-,-.:-.11;."-:•,.. i iRogers RD, Tigard, OR EXHAUST I __________,,___\_64__7:___ .,,.:.;•:. Ill +T_0.-ryp i 7' 0"TYP Th,.„ 7,--.7.•:,.7-7,7:-. -- '� 77. � _ I'— —r �'•�_ EXHAUST I • • EXHAUST B Y' ( _ e 1 -0 �f: El 1 I . I . -- --, — — \\11_ +8 -0 41444;444"%., " ♦♦ 3L*4ts/ F•i1,111111110,416111 SIA Polygon 1 V4r, Sp ,,,c,, Northwest ♦♦ �♦ _ ,�� ♦ ♦ 703 Broadway Street, O,1 _ ♦ �♦ - ,,.1�`�♦N. 1 Suite 510 �� i ♦ ♦ \ ♦ . ♦ Vancouver, WA 98660 1 © Li 2 SECOND FLOOR CEILING PLAN A7.01 SCALE: 1/8"= 1'-0" EXHAUST - r-- � o 0 LI o a o o IN AIN it •—� a a o 0 P-^-.110-4 N-51 N / 1 \I IIN �r x in x , N4. .,4 4 03 r LO •Irr.\ A.. t'..._%40. r2o 1 co z _ 1 __._ +8'_O. �� ❑ 4, T � '`, 44t?49 $RFLEETER_ N ♦ . 3rgtb • c., 6*%EXHAUSTC\I / r-- ,., . .:74•VI kipA.-!' V. El r l I It• % /� q� , 6 JE: •AND WIDTH PER o ,.i‘ MECHANICAL f... ..‘;/118# ='�♦ a '-�. REQUIREMENTS _1' - ° — Clubhouse �=, •• Ceiling Plans • – i +8'-0" r, O—I ?••••'.‘••••P•Hri 1 'E EXHAUST �. _ i 1 71 \ ' 0" 7'-0" 111 I °o . ,� j • I1 — +8 -02_1111 '1` ' I I — • +8' 1I" o a) o [ ,I...;,, i• 3 03.16.18 Pool Equipment Rm # Date Description IRevisions hi 1,--1 x _ i JANUARY 12, 2017 1 Date Lt.) 6—.1. a - I I �� T EQUIPMENT AIR i L I BB, KB, SM o co 1-1T1= a= a� + ❑❑ VENTS REFER 3 i Designed By ' i 1.--4 TO MECHANICAL i WY,ZD &STRUCTURAL 03 v I — X A T m ❑ ' ISI Drawn By II ❑❑ � ul� KJ, BB Z NOTE::THIRD FLOOR VENTING THROUGH ROOF Checked By cv 17857 (-4 Project Number °' FIRST FLOOR CEILING PLAN 3 THIRD FLOOR CEILING PLAN 1 O A7.01 SCALE: 1/8"= 1'-0" ■ A701 � A7.01 SCALE: 1/8"= 11-0" Sheet Number m Copyright 2018© ai If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. y co Cr 1 1/4"WIDE CONTINUOUS '44r ��. INSTALL NAIL ON FLASHING WINDOW SHIM OVER FLASHING �� LAP NAIL ON FLASHING& CUT WRB AND LAP 2" INTO CHECK FRAMING BEFORE PLACE CONTINUOUS BEAD OF FASTENERS WHERE THE WRB OVER METAL FLASHING FIBER CEMENT WRB STARTING NAIL ON FLASHING SEALANT AROUND BACK OF WINDOW WINDOW FLANGE WILL LAP WEATHER WRB SIDING, SEE HEADER, SEE STRUCTURAL OPENING,ATTACH TO INSTALLATION USING FLANGE(OVER NAIL SLOTS)PRIOR --- _..�. •�♦�• COVER WHEN POSSIBLE / i'\ FIBER CEMENT SIDING, SEE WINDOW SILL RESISTIVE , HEADER, SEE ELEVATIONS FRAMING NOTES TO LEFT TO SETTING WINDOW ' ��` / \�( ZII:pBLARICNIV STONE VENEER ELEVATIONS FOR TYPE / STRUCTURAL FOR TYPE _ I'' 1/2"GAP BETWEEN SHIM ♦. �1 BARRIER ANDo a �\ WRB :.. ..,..,7), ; SEE PLAN • AND JAMB, BOTH SIDES r STAPLE DOWN 118" � (2) LAYERS �I ,I4:""::;_, I RAINSCREEN FURRING AT NAIL ON FLASHING \ TT BLER H//i DENN 'K • CORRUGATEDPIASTIC � ��i " BACK DAM. POSITION �. I. HEADER, SEE STRUCTURAL 114 AIR SPACE MIN AT FLANGE � _ RAINSCREEN FURRING AT � ' FLASHING ( - WEATHER RESISTIVE BOT OF RAIN SCREEN, � ir BATTEN SIDING ONLY FC PANEL OR BOARD& IIIIIFWINDOW ROUGH OPENING FOR 1/2" IN FROM INTERIOR �� I ;. METAL FLASHING WILEVEL, PLUMB, & J / OF OPENING, UNDER ♦� DRIP EDGE ' BARRIER DO NOT SEAL INTERIOR D \ BATTEN SIDING ONLY, DO SQUARENESS. ALSO, VERIFY / NAIL ON FLASHING& �� I EXTERIOR RlP EDGE SET IN E� - NOTPLACEOVER � AND END DAMS THIN BRlCK15TONE VENEER �'OPENING WILL ENABLE WITH ENOUGH SPACE �� ON FLASHING I II INSTALLATION SEE 91A8A7 NAIL ON FLASHING �!� SEALANT, SEE 21A8.06 ' WINDOW FLANGE MANUFACTURERS REQUIRED ��N. FOR INSTALLATION OF ••• �� - `." �� N SEE ' \ `I • INTERIOR 7. Otak Architects, Inc �� EXTERIOR � `� INTERIOR METAL FLASHING W/ EXTERIOR CLEARANCE AT HEAD&JAMBS �� ,- THE WINDOW AFTER �� *� ��• r PLAN OF WINDOWS. IF THESE � � f �� ! LAP NAIL ON FLASHING& DRIP EDGE SET IN i INSECT SCREEN LAP NAIL ON FLASHING& NAIL ON FLASHING& WRB OVER METAL SEALANT, SEE 2/A8.06 CLEARANCES ARE NOT � `� _ � �� I - i SECURE NAIL ON W/114"AIR SPACE II j WRB OVER METAL FLASHING CORNER INSTALLS, ' FLASHINGS '✓'. FLASHING TO DOOR MIN AT BOT OF ;; :<'' AVAILABLE,WINDOW SHOULD +� ��:�� SEE 2/A8.01 :®•• �'� I I NAIL ON FLASHING UNDER = ��I1 FRAME AT HEAD RAIN SCREEN, DO 'I '' 2 X 4 WOOD TRIM, UNO 808 SW 3rd Ave, Suite 300 NOT BE INSTALLED AND THE ��. , `_ 1� - �� I. NAILING FLANGE 4 r 1 X MDF TRIM, PAINT NOT SEAL -1I � CONSTRUCTION ♦�� t�� x r ♦�� ♦♦ / Portland OR 97204 � � �• 164i. ..1 � �� 0+�� END DAM INTERLOCK W/ ,,,,......4 I= . TRIM, UNO �. li FOAM SEALANT Phone 503.287.6825 SEALANT IS COMPATIBLE WITH A. �c -.,-,-.4..-- FILL GAPS WITH EXPANDING BACKER ROD& / INTERLOCK W/ „ i ,,9 _ Fax 503.415.2304 �� CHECK WINDOW BEFORE �� ** JAMB FLASHING / .:.:;':.:`,,__`:_': FOAM SEALANT AS i J (t JAMB FLASHING SAME AND FLEXIBLE SAME ��ih., �� 2 INSTALLATION PER WINDOW �♦�• L APPROVED BY WINDOW SEALANT �/ METAL HEAD `` �� BEFORE USE IN WINDOW �� .�.� NOTES BELOW .♦ METAL HEAD MFR SEALANT �� FLASHING W/DRIP WRAP INTERIOR INSTALLATION AT ALL �.� - FLASHING W/DRIP �'ifi �� ♦ WOOD DOOR FRAME ■■■1 SET IN SEALANT WITH OPENING W/GYP BD River Terrace East LOCATIONS _ WINDOW NOTES: �♦�` SET IN SEALANT WITH WRAP INTERIOR / ••••EN END DAMS SET ONTO SEALANT ALL 12"WIDE NAIL ON SILL FLASHING PROVIDE SAME 1-PIECE 1. MITER JOININSPECT TS ANDDOW a.9"- 12"WIDE NAIL ��:. SEALANT BEDDINGEND DAMS SET VOPENING WI GYP BD FILL GAP AND FRAEMING ` SEALANT BEDDING AROUND WINDOW CORNERS AT FRAMING ON FLASHING MUST 1 SEALANT ALL JOINT, SEE 21A8.06 OVER A CONTINUOUS BEAD OF JAMB/SILL ADHERED TO NAILING FLANGES FOR EXTEND 6"BEYOND THE JOINT, SEE 2IA8.06 AROUND WINDOW W/EXPANDING FOAM FIN" ,� Condominiums SEALANT AT THE SILL AND UP DAMAGE AND REPAIR AS EDGE OF THE TRIM VINYL"NAIL FIN" SEALANT ALL AROUND VINYL"NAIL NAIL ON FLASHING,TYPNOTE: PROVIDE OVER CORRUGATED BACK DAM. NECESSARY. WINDOW NOTE: PROVIDE NOTE: PROVIDE WINDOWEast - Clubhouse INSTALL NAIL ON FLASHING 2. NO WINDOW GAPS ARE SEE WINDOW NAILING WEATHER WRAP AS PER WEATHER WRAP AS WEATHER WRAP AS LEAVE UNATTACHED AT FASTENERS WHERE THE BOTTOM EDGE SO WRB CAN ALLOWED AT WALL FINS DIAGRAM BELOW FOR 13/A8.01 PER 13/A8.01 PER 13/A8.01 WINDOW FLANGE WILL OF FACTORY MULLED NAILING REQUIREMENTS BE NSTALLAUPTUURNEDD END STEP STEP 1 COVER WHEN POSSIBLE WINDOWS. STEP 2 12 WINDOW HEAD AT THIN BRICK/STONE VENEER 8 UNIT DOOR HEAD AT FIBER CEMENT 4 WINDOW HEAD AT FIBER CEMENT East Side of SW Roy DAMS AT EACH END OF 3. CHECK WINDOW FOR " Rogers RD, Tigard, OR PLACE SEALANT ON TOP OF PROPER TYPE AND SIZE �♦ 9 -12 WIDE NAIL ON FLASHING SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" g g ' METAL HEAD FLASHING ----� ENTIRE WINDOW HEAD FLANGE ��.�:� -� MIN, NAIL ON FLASHING MUST A8.01 A8.01 A8.Q� ` FOR LOCATION. ��III�I PRIOR TO INSTALLATION OF 4. AFTER THE WINDOW IS �� EXTEND 6" BEYOND THE EDGE 11� METAL FLASHING PUT INTO THE ROUGH ��`��I;��:�.�:�. OF THE WINDOW TRIM 1 x MDF SILL, PAINTED 1" SEE WRAP OPENING WITH NAIL FILL GAP BETWEEN FRAME AND FRAMING SEE stt.:l�l�liiI r` P' OPENING IT SHALL BE �� ON FLASHING UNDER 1 x MDF SILL, PAINTED 1" ani �,,� p�q INSTALL METAL HEAD -...;:t414-j1111411411111111/1 -�'�,w',�-j1111� II! * ,,� I I � �i PLAN WI EXPANDING FOAM SEALANT T-ii- PLAN WRAP OPENING WITH NAIL ,,,•.,,II �'1I I ADJUSTED TO MINIMUM ;.�+.��. �.� �,�. JAMB STUDS, WINDOW NAIL FIN SECURE NAIL ON FLASHING INTERIOR JAMB STUDS, L__i ON FLASHING UNDER FLASHING TYPE A, -tf.t,,;.,li I = SEE SEE HEAD FLASHING ' ''..' ;,IIIIIE" AIRSPACE BETWEEN THE a♦.. ,,. ♦� SEE THIN BRICK/STONE VENEER &WRB TO DOOR FRAME SEE ��., WINDOW NAIL FIN 1 -.. PLAN 1 X MDF TRIM, PAINT .. I WINDOW AND THE JAMBSINSTALLATION SEE 9/A8.07 DETAIL 21A8.06 / AND HEAD. _'.:.. STRUCTURAL - k - / ` �. ;. : ''": AT HEAP&JAMBS STRUCTURAL ;� /. 5. INSTALL WINDOW UNIT / �: . i- IIf ) NAIL ON FLASHING I __-- :_ PER MANUFACTURER'S / ,,,,, INSTRUCTIONS WITH �r SEALANT ALL T" `-- ;' ' :' : / ■■■ SF�4LANT ALL �•: , MANUFACTURER'S AROUND '----i ■■■ AROUND / 11111\ RECOMMENDED ° WINDOW _ / f 1111■ WINDOW 'Nip- , MATERIALS AND } SHIM AS / \ I: ' FASTENERS. CLEAN / SHIM AS WINDOW SEALANT OFF BYQ FR FDI -�, ' 1 {y i BUILDING SUBSTRATE, / 1' GAPS WITH L BY MFR, FILL V Polygon WRB AND WINDOW FIN. EXPANDING - i GAPS WITH DO NOT INSTALL SAME .... ....... .. ... /. ... EXPANDING } �+ FOAM - _1=- - / .... _. Northwest UNTIL WINDOW SEALANT a f SEALANT HAS CURED �� '� WRB �:., -� - -� II, SOEAALLANT --I-- I I x IA 703 Broadway Street, _ 6. DO NOT SECURE WINDOW VINYL."NAIL f 1 `� THROUGH NAIL FIN AT FIN"WINDOW :/ Y VINYL"NAIL V' Suite 510 HEAD OF WINDOWSEALANT 1/2" • i FIN"WINDOW y FIBER CEMENT SIDING, r WA 98660 BACKER ROD& ' SEE SIDING FOR TYPE Vancouver, UNLESS APPROVED BY WRB OVER WINDOW NAIL FIN FIBER CEMENT SIDING, SEE BACKER ROD&SEALANT WINDOW WITH EDGES TURNED UP AT METAL L-FLASHING 3/8" ELEVATIONS FOR TYPE WRB OVER WINDOW - RAINSCREEN FURRING AT _ MANUFACTURER. FC PANEL OR BOARD& WINDOW AND SEAL DOWN GAP TO WOOD FRAME, RAINSCREEN FURRING AT NAIL FIN WITH EDGES _ TO NAIL FIN WITH SEALANT THIN BRICK/STONE FC PANEL OR BOARD& TURNED UP AT WINDOW BATTEN SIDING ONLY, DO USE HOT DIPPED. OR STAINLESS 2 X 4 WOOD TRIM, UNO VENEER GROUTED TIGHT BATTEN SIDING ONLY EXTERIOR NOT PLACE OVER WINDOW TO FLASHING, SEE 16/A8.02 SEALANT 2 X 4 WOOD TRIM, UNO FLANGE, NAIL FIN STEEL ROOFING NAILS WITH MIN 1 1/4" USE ONLY HOT DIPPED FOR ADDITIONAL INFO 2 X 4 WOOD TRIM, UNO NOTE: PROVIDE SEALANT PENETRATION INTO STUDS OR PER OR STAINLESS STEEL SEALANT OVER 3/4" BACKER NOTEWEATHER WRAP AS STEP 3 MANUFACTURER'S SPECIFICATIONS STEP 4 FASTENERS BACKER ROD&SEALANTNOTE: PROVIDE ROD(S)COMPLETELY FILL PER 13/A8.01 AND SEE . INSTALL METAL FLASHING VOID TO MIN 75%WI NOTE: PROVIDE WOOD DOOR FRAME 17/A8.05 FOR ADDED TYPE A, BACK-SEALED (SEE BACKER RODS WEATHER WRAP AS PER DOOR INFORMATION WEATHER. WRAP AS PER • ,Illlllgl1111111111i444* 13/A8.01 Vr"..ii"1 . DETAIL 2/A8.06) r-,, EXTEND WRB OVER ,•,!!iii gll�lgl FLASHING AND WRB 1 7 3 • ...... • �.;:>;;;� ;,IIIIII�IIII .' ;; �, - WINDOW JAMB AT THIN BRICK/STONE VENEER UNIT DOOR JAMB AT FIBER CEMENT WINDOW JAMB AT FIBER CEMENT I !i"�"iiy' �ul�llllglll "� 'i��,� A8,01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1-0" A8.01 SCALE: 3" = 1'-0" ->< ..... „ii; III ..�ii�• ..•�!!ii''..•, i •,!ilii - _ •""'••..,� �� •• iii.....', WEATHERSTRIPPING 1 x MDF TRIM, PAINTED NAIL ON FLASHING OVER / '••..,,,�, 1 x MDF TRIM, '' � SEALANT ALL BETWEEN JAMB AND METAL DOOR, SEE SEALANT ALL 118 CORRUGATED >< AROUND WINDOW PAINTED DOOR ALL AROUND,TYP _ SCHEDULE AROUND WINDOW PLASTIC BACK DAM SHIM WINDOW AS V WINDOW SHIM AS 41\ METAL - APPLY CONT SEALANT REQUIRED BY MFR AT THE FRONT&BACK PER MFR FLASHING : FLASHING VINYL"NAIL FIN" OF THE UNDERSIDE OF PROVIDE SAME CORNERS >.< , 0 _ WINDOW AT WINDOW JAMBS OVER SILL PAN &AT THE BACK BACKER ROD&SEALANT " NAIL ON FLASHING \ 1 OF THE SILL PAN FLANGE WEATHERSTRIPPING METAL FLASHING TYPE C, - lib... lil 1 SILL PAN FLASHING SET IN I r BETWEEN BOTTOM OF VINYL"NAIL FIN"WINDOWf' SEE FLASHING DETAIL , SEALANT, SEE 17/A8.05 FOR DOOR AND THRESHOLD BACKER ROD&SEALANT-• 21A8.06) 1 1 k , K ADDITIONAL INFORMATION tl \ �• SLOPE - ' d. -: 6 N WRAP OPENING WI NAIL iI POOR THRESHOLD SLOPED 2 X 4 WOOD TRIM, UNO PRIMED AND • APPLY CONT BEAD OF _rit NALL ON FLASHING UNDER I i ON FLASHING, LAP OVERSEALANTBTWNBACKOFWINDOWNAILFLANGE, FIN, 1 `= ' • •cao INSTALL WOOD TRIM AROUND��IL* ��r PAINTED SLOPE ', i WRB, CONTINUOUS " DOOR 51LL AND SILL PAN qND LNTO WINDOW OISENING "S"f WINDOW FRAME WITH 318"- 112" Ati~ie ` WOOD CAP BEHIND DECK LEDGER < ON SILL AND OVER / j� 2111‘ - GAP BETWEEN TRIM AND FRAME. �'.� - NAIL ON FLASHING 2 X DECKING, TYP N li g° CORRUGATED PLASTIC I 1 314" 7 ` `,i DO NOT NAIL THROUGH WINDOW •• �� UNDER WINDOW I I �� \ . r . .j,E� / ,- SEE - . -4-._ - ••r.: • • RAIN SCREEN j BRIAN R.FLEENER A _ NAIL FLANGE, FIN, , / PLANMI ' a FURRING,AT FG PANEL I'i /` EE CO FLANGE. SEE ELEVATIONS FOR , I I S • b e N TRIM SIZE. USE DYNAMIC CAULK �� AND INTO WINDOW • i • '11111111111 • OR BOARD&BATTEN ;' PLAN � � JOINT AND BACKER-ROD WHERE ♦ OPENING ON SILL I = ._._....--_-- -' -.-_-----------........,........., ..5..;..,. . _ %)0ILR�II� OR (0, AND OVER 11$" € SEE 191A8.07 SIDING ONLY, TO STOP �,, APPLICABLE. APPLY WRB WEATHERBOARD BUILDING FELT i SHORT OF NAIL FIN IOF � CORRUGATED / FOR MORE 6 FASHION STARTING FROM " I Ii SEALANT SLIP WRB UP UNDER NAIL PLASTIC BACK DAM 2 f INFORMATION AT UNDERLAYMENT CENTERED USE ONLY HOT DIPPED OR OVER TOP OF EXPOSED ii I� is THE BOTTOM ON FLASHING MIN. SLOPE WOOD WEATHER RESISTIVE v STAINLESS STEEL FASTENERS WEATHER II JOISTS,TYP 3"WIDE i ,- STEP 5 STEP 6 \ TERMINATION AT I' BARRIER UNDER NAIL ;; " a NAIL HEAD RESISTIVE BARRIER .' TOP OF THIN 20 GA METAL DRP EDGE, NOSHING W/ V ON FLASHING I4 '. METAL Z FLASHING - E I r BRICK/STONE FLASHING AROUND JOISTS FIBER CEMENT j 'I, Exterior Details (TYPE A) I I • �, VENEER AS REQ'D SET IN MASTIC, SIDING "PINCHED" LAP UNDER SILL PAN I SEE 7/A8.01 FOR JAMB, 1 HEADER NAILING* RAINSCREEN NOTES: �-- // RAIN SCREEN NAILTHIN BRICK/STONE SHANK LOCATE NAILS ALONG WINDOW HEADER SUCH 1. APPLY RAlNSCREEN, VENEER I NOTE PROVIDE PT LEDGER, SEE STRUCT 8/A8.01 FOR HEAD & FURRING NOTE: PROVIDE NO NAILS SHALL BE THAT THE SHANK DOES NOT PENETRATE THE ON EXTERIOR ONLY WEATHER WRAP AS PER WRB, LAP UNDER NAIL 17/A8.05 FOR SILL DETAIL WEATHER WRAP AS PER INSTALLED DIRECTLY INTO FLANGE BUT CLOSE E:NOUGH FOR THE HEAD AFTER STEPS 1 -6 13/A8.01 ON FLASHING DOOR INFORMATION 13/A8.01 NO NAILS WITHIN THE THE TOP OF WINDOW TO OVERLAP THE FLANGE AND"PINCH"THE ABOVE ARE • FIRST 3"OF THE FLANGE UNLESS REQUIRED SILL IN PLACE. COMPLETE 10 WINDOW SILL AT THIN BRICK/STONE VENEER 6 UNIT DOOR THRESHOLD AT DECK 2 WINDOW SILL AT FIBER CEMENT 2. SEE 9/A8.01 FOR WINDOW FRAME TYP BY THE MANUFACTURER 7 *USE IF NEEDED TO HOLD FLANGE TIGHT TO RAINSCREEN FURRING A8.01 SCALE: 3" = 1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" o �- - - _ WALL DETAIL tY \ o° i ` PROVIDE _-• ! APPLY CONTINUOUS BEAD o_ I/ / RAIN SCREEN f OF SEALANT BETWEEN THE /\/ • + 3" 3" DETAIL NOTES INSECT SCREEN - DOOR SILL AND THE BACK SEE 2, 5&6/A8.07&5& FURRING " ` / / " AT TOP AND EXTERIOR UNIT OF THE SILL PAN 6/A8.03 FOR OTHER co 8 \ 8 ALL DETAILS IN THIS DRAWING SET ARE INTENDED TO MEET OR EXCEED ALL ALIGN OVER BOTTOM OF LOCATE FIRST - - f WATERPROOF DECK L NAIL BETWEEN 3" / MANUFACTURER RECOMMENDED INSTALLATION INSTRUCTIONS,ANY LETTERS WALL STUDS RAIN SCREEN WEATHERSTRIPPING COATING DETAILS AND 8"SLOTS -----7-17---- / / OF APPROVAL PROVIDED BY A MANUFACTURER TO THE CONTRACTOR, LOCAL - • OPEN SPACE WEATHERSTRIPPING BETWEEN JAMB AND 0 r I CODES, STANDARDS SET BY SPECIFIC ASSOCIATION, BEST PRACTICES SET BY VINYL WINDOW BETWEEN BETWEEN JAMB AND DOOR, ■ DOOR TYP GDI NAIL 10"OC IN PROVIDED THE INDUSTRY OR ANY OTHER GROUP OR ORGANIZATION AS ACKNOWLEDGED FRAME �� - /� - FURRING ALL AROUND, TYP WEATHERSTRIPPING Es SLOTS FOR REMAINDER BY THE INDUSTRY. BETWEEN BOTTOM OF 5 03.21.18 Owner Revisions �, OF THE FLANGE OR PER WINDOW I / 1 I DOOR AND THRESHOLD _ # Date Description FRAME NAILING 5"x36"ALUMINUM • MANUFACTURER'S � ALL MANUFACTURER RECOMMENDATIONS SHOULD BE FOLLOWED WHEN FLANGE, FIN, I / I METAL DOOR, SEE SCHEDULE � � Revisions > REQUIREMENTS • INSTALLING SPECIFIC MATERIALS.. I THRESHOLD _ LOCATE FIRST NAIL / DASHED '�1 /� I , WEATHERSTRIPPING - SILL PAN FLASHING SET --• JANUARY 12, 2017 ' IF A SUBCONTRACTOR OR INSTALLER FINDS A SITUATION WHERE THESE DO NOT LAP V IN SEALANT, SEE 14& �� BETWEEN BOTTOM OF a BETWEEN 3"AND DETAILS CONFLICT OR FALL BELOW ANY STANDARDS SET FORTH 13Y THE RAIN SCREEN V 17/A8.05 FOR ADDITIONAL _ Ltg. % -li Date DOOR AND THRESHOLD «: 8"SLOTS �� ORGANIZATIONS MENTIONED ABOVE, IT WILL BE THE RESPONSIBILITY OF THE FURRING OVER INFORMATION X 4 SUBCONTRACTOR TO SEEK APPROPRIATE AND WRITTEN CLARIFICATION FROM WINDOW // I ALUMINUM THRESHOLD SET ° BB, KB, SM NO NAILS WITHIN THE THE CONTRACTOR BEFORE PROCEEDING. DO NOT MAKE CHANGES TO DETAILS FLANGE, FIN - I I IN FULL BED OF SEALANT - I _ - �w7 -- u -a Designed By FIRST 3"OF THE - UNLESS APPROVED BY ARCHITECT. ON A PAN PER 17 & 18/A8.05 - ,-iii E 1c- INTERRUPTED T ic,.- WINDOW FRAME TYP �r - ► - ! ,.�i i 1 KJ,WY, NE, NM,ZD 0 8" / 8" THE WEATHER RESISTIVE BARRIER FOR THE ENTIRE PROJECT SHALL INCLUDE RAIN SCREEN CONCRETE SLAB, SEE \ AN INTEGRATED DRAINAGE CHANNELING SYSTEM DESIGNED NOT TO CRIMP, FURRING FOR C° STRUCT WATERPROOF \ , i i Drawn By U / VENTILATION - _ _, N DECK COATING i i APPLY CONTINUOUS o " / " COLLAPSE, OR FATTEN ENSURING WATER WILL DRAIN OUT FROM BEHIND THE HORIZONTALLY - - - E SYSTEM I KJ, BB w 3 3 EXTERIOR CLADDING NO MATTER HOW TIGHTLY IT IS NAILJFASTENED TO THE UNDER ! SLOPE SEALANT AT THE FRONT AND T) / " EXTERIOR WALL SURFACE.WRB SHALL ALSO BE SEALED AT JOINTS AND TO ._ --I]�'i}11 i ti1L'i t� 11,�a'�, WRAP OPENING W/ BACK OF THE UNDERSIDE OF Checked By WINDOWS NAIL ON FLASHING z ABSOLUTELY NO FLASHINGS WITH MANFACTURER'S APPROVED SEALING TAPE OR ADHESIVE TO THE SILL PAN AND AT THE co NAILS IN THE ,� SAME PROVIDE AN WATERTIGHT AND AIR TIGHT WALL ASSEMBLY. WRB TYPICAL, RAINSCREEN FURRING TO a UNDER SILL PAN& BACK OF THE SILL PAN 17857 N 3"CORNER FLANGE!! l'3"/ SEE 13/A8.01 NOT BE PLACED OVER Q - ° METAL FLASHING & FLANGE 1,� PATTERN *ALL COMPONENTS, SEALANTS, FASTENERS, OR MATERIALS SHALL BE FOR ADDITIONAL Project Number WINDOW FLANGE AND ONLY CONTINUOUS � ALL ON BOTTOM BEHIND LEDGER NOTE: PROVIDE DETAILS a� 8" 8" APPROVED FOR SPECIFIC USE OR APPLICATION DESCRIBED BY THE DESIGN, INFORMATION AT FIBER CEMENT PANEL OR WEATHER WRAP AS PER A REVISED o` USE ONLY HOT DIPPED OR OF WINDOW AND SHALL BE COMPATIBLE WITH ALL MATERIALS WITH WHICH EACH BOARD& BATTEN SIDING WRB UNDER NAIL 6 STAINLESS STEEL FASTENERS COMPONENT COMES IN CONTACT WITH. SEE 7/A8.01 FOR JAMB& ON FLASHING 13/A8.01 AND SEE 2/A8.07 co 8/A8.01 FOR HEAD DETAILS FOR ADDED INFO 8 • 01 A m Sheet Number 13 WINDOW INSTALLATION/WEATHER WRAP 9 RAINSCREEN AT WINDOW (SIM OTHER OPNGS) 5 DECK DOOR THRESHOLD (GROUND FLOOR) 1 DOOR THRESHOLD AT DECK Copyright 2018© 'i: SCALE: 1" 1'-0" SCALE: 3" 1'-0" SCALE: 3"= 1'-0" if this drawing is less than 24"x 36",it has A8.01 NOT TO SCALE A8.01 = A8.01 = A8.01 been reduced. Scale accordingly. CC 2'-6 1/2" ,, y 1'-6" INSULATION WOOD SHEATHING II ^ V . LAP NAIL ON FLASHING& HEADER, SEE WEATHER /� TYP. EXTERIOR "-: WRB OVER METAL FLASHING STRUCTURAL i'\\/ .- RESISTANT BARRIER 4 --T 14�--'r WALL WEATHER RESISTIVE If ' FIBER CEMENT SIDING, SEE SECURE NAIL ON � I / t\ SEE PLAo a N n Im f , _;', ,'• " '': THIN BRICK/STONE m -` - `• BARRIER i a ELEVATIONS FOR TYPE FLASHING TO BOOR 1 A 14. f ��` / VENEER I I<< I• ® mo / RAINSCREEN FURRING AT FRAME AT HEAD LAP WEATHER BARRIER _� m FIBER CEMENT SIDING, �� . I' FC PANEL OR BOARD& OVER METAL FLASHING �E f • __.-_ SEE ELEVATIONS FOR TYPE 1 . BATTEN SIDING ONLY 'i, it / » o , % r ''-' WRB / ;_, OVER NAIL ON FLASHING `,, I • m • ® - F RAINSCREEN FURRING W/ I. • INSECT SCREEN W!114"AIR\ i , TH N IC TONE VENEER '� m m ® f T- i.� INSECT SCREEN AT BOTTOM 12- y I BR KIS , • WHERE APPLICABLE SPACE MIN AT BOT OF RAIN I f`-: INSTALLATION SEE 9/A8.07 , 1I N • ® I. - e) r t f �j SCREEN , DO NOT SEAL in I. ® rt , I INTERIOR HEADER, SEE STRUCTURAL ill \ / EXTERIOR if: / !! METAL FLASHING WI DRIP 2 X4 WOOD TRIM, UNO • / Otak Architects Inc d°® o ® i // //" i`i'- i" /,</ XX /7/ i/ .0 • i// //' /i/ // EDGE SET IN SEALANT, - I s �� '�! I SEE I �; METAL FLASHING W/ / PLAN / ---- � - SEE 6, 10& 141A8.06 1 . , . NAIL ON FLASHING, / .'_,ti DRIP EDGE SET !N • III I METAL FLASHING W •`� / SEE 6, 10& 141A8.06 SEALANT, SEE 21A8.06 I DRIP EDGE SET IN /1 ._•/ / {� ! EuT - 808/ - /FILL GAP BETWEEN % ur c i 1� -'� - '► '►. SEALANT _.--- I FRAME AND FRAMING �� ''' / • ',' WI EXPANDING FOAM AV' SECURE NAIL ON �� P11one 503.287.6825 A SOLID BLOCKING AT I _ SEALANT ALL AROUND E�' ::.7- FLASHING TO DOOR �i� Fax 503.415.2304 FLORENCE 1570-16 SDAF MAILBOX MODEL MORTAR SETTING BED / FRAME AT HEAD&JAMBS / T JOINTS % ,r BACKER ROD& SEALANT - �I1 '.:' MORTAR JOINT WOOD TRIM 5/4 X 8 : Is` iii `�� BACKER ROD &SEALANT - VERTICALB BOARD / / lx MDF TRIM, PAINT �� / MAILBOXES MUST COMPLY WITH ACCESSIBILITY THIN BRICK/STONE VENEER WI GROUT 514 TRIM BOARD OR j I - SECURE NAIL ON �- SEALANT 1 X MDF TRIM, River Terrace East REQUIREMENTS.CUSTOMER COMPARTMENT OVER SCRATCH COAT, LATH, DRAIN WINDOW TRIM/JAMB FLASHING TO DOOR WOOD DOOR FRAME PAINT REACH RANGE MUST BE WITHIN 48"AND 28" BOARD(2)LAYERS BUILDING PAPER AND RAINSCREEN FURRING AT /- +, I-• n FC PANEL OR BOARD& + ' FRAME AT HEAD&JAMBS /El FILL GAP BETWEEN V AFF. WRB, SEE STONE ON WAINSCOT DETAIL SEALANT OVER 3/4" �;' 19/A8.07 FOR ADDITIONAL INFORMATION BACKER ROD(S), BATTEN SIDING ONLY SEALANT / NOTE: PROVIDE FRAME AND FRAMING WI EXPANDING FOAM NOTE: PROVIDE Condominiums I SEE 1/A0.02 FOR PLACEMENT ON SITE COMPLETELY FILL VOID TO SEALANT WOOD DOOR FRAME WEATHER WRAP AS SEALANT ALL AROUND WEATHER WRAP AS METAL L-FLASHING 3/8"GAP TO WOOD MIN 75%W/BACKER RODS WEATHER RESISTIVE SEE DETAIL 6/A$.06 FOR PER 13/A8.01 AND SEE PER 13/A8.01 AND SEE East Clubhouse 5/4 TRIM, THIN BRICK/STONE VENEER BARRIER, SEE 6, 10& 14/A8.06 ADDED BELLYBAND 17/A8.05 FOR ADDED 17/A8.05 FOR ADDED GROUTED TIGHT TO FLASHING INFORMATION DOOR INFORMATION DOOR INFORMATION 20 CLUSTER MAILBOX ELEVATION 16 THIN BRICK/STONE VENEER VERT TERMINATION 12 BELLYBAND DETAIL AT FIBER CEMENT SIDING 8 ENTRANCE DOOR HEAD AT FIBER CEMENT 4 DOOR HEAD AT THIN BRICK/STONE VENEER East Side of SW Roy A8.02 SCALE: 112"= 1-0" A8.02 SCALE: 3"= l'-0" A8.02 SCALE: 3" = 1-0" A8.02 SCALE: 3"= 1.-o" A8.02 SCALE: 3" = 1-0" Rogers RD, Tigard, OR THIN BRICK/STONE VENEER SEE THIN BRICK/STONE VENEER RAINSCREEN FURRING AT INTERIOR FC PANEL OR BOARD& ' % '' / INSTALLATION SEE 9/A8.07 INTERIOR - PLAN &WOOD TERMINATION FILL GAP BETWEEN FRAME BATTEN SIDING ONLY I ;, DETAIL SEE i6lA$.02 1 X MDF TRIM, FIBER CEMENT SIDING, SEE / / FRAMING, SEE STRUCT AND FRAMING WI EXPANDING \ 1 yr- y, r TYPE X GYPSUM BOARD FOAM SEALANT PAINT ELEVATIONS FOR TYPE %1 l / -_ _i SHEATHING AT 1-HR RATED RAINSCREEN FURRING SEE �` 1 / I FLOOR/CEILING/ROOF, OMIT GYP AT FC PANEL OR BOARD PLAN DRIP EDGE SET IN I a, - . . 1 r; AT NON-RATED LOCATIONS &BATTEN SIDING ONLY :%1 ' \ WRB SEALANT, SEE 2/A8.06 SEALANT ALL - r I \ INSECT SCREEN WI 114"AIR s "�' 1 ,, - SPACE MIN AT BOT OF RAIN -', AROUND WINDOW ... SCREEN , DO NOT SEAL WRB LAP METAL SHIM A5 FLASHING 6" MlN, SEAL AT ��-' MFR, REQUIRED BY '� _ -- �'- �L_ BASE PER WRB MFR Yg ll � -� _ �� SECURE NAIL ON Polygon GAPS WITH 1 I r EXPANDING -11 ! /� C FLASHING TO DOOR / Nort FOAM SEALANT - I y�/ 1 1,,,,,:,..•-',:=, .- - - '-. `-.: -.._ ,.` ;:, j FRAME AT MEAD&JAMBS r I V I `hwest r1 / �% .; INTERIOR I 2 X 8 WOOD TRIM, UNO �� • L �� 9 _ �� / / '-' ` ,�/ - 703 Broadway Street, y •I VINYL"NAIL FIN" V 1 �� , WRAP OPENING WITH NAIL 2 X CORNER WOOD TRIM I� �� i \.-3\ _ \\- ` -/ Suite 510 WINDOWS TYP SEALANT OVER 314" BACKER ROD '` - i Vancouver, WA 98660 ON FLASHING UNDER , WINDOW NAIL FINS (S)COMPLETELY FILL VOID TO : FIBER CEMENT ,1 BACKER ROD&SEALANT I FIBER CEMENT SID NG, SEE WRB OVER WINDOW RAINSCREEN FURRING MIN 75%WI BACKER RODS SOFFIT PANEL i_ ELEVATIONS FOR TYPE RIPPED 2 X WOOD DOOR FRAME � J-TRIM WI HEMMED / NAIL FINS WITH AT FC PANEL OR BOARD ! \ EDGE AT CORNER Z 1 X 2 WOOD NAIL ON FLASHING EDGES TURNED UP & BATTEN SIDING ONLY, RAIN SCREEN FURRING TRIM /, i SEALANT AT WINDOW NOT OVER NAIL FINS AT FC PANEL OR BOARD&EXTERIOR RAINSCREEN FURRING AT / 2 X 4 WOOD TRIM, UNO 2 X WOOD TRIM BATTEN SIDING ONLY,TYP / t'-'___I SEE FC PANEL OR BOARD& LI. � nBACKER ROD&SEALANT EXTERIOR HEADER, SEE STRUCT LAP WEATHER RESISTIVE BARRIER , PLAN BATTEN SIDING ONLY "' V NOTE: PROVIDE n WOOD DOOR FRAME WEATHER WRAP AS OVERHEAD GARAGE v NOTE: PROVIDE 12"OVER ANOTHER LAYER OF 12" FIBER CEMENT SECURE NAIL ON FLASHING & PER 13/A8.01 AND SEE DOOR PER MFR NOTE: PROVIDE WEATHER WRAP AS PER WIDE WRB CENTERED ON CORNER - SIDING, SEE WRB TO DOOR FRAME AT 17/A8.05 FOR ADDED WEATHER WRAP AS PER 13/A$•01 FIBER CEMENT SIDING - - V ELEVATION FOR TYPE HEAD&JAMBS DOOR INFORMATION 131A8.01 19 WINDOW MULLION (VERTICAL) 15 THIN BRICK/STONE AT FC (INSIDE CORNER) 11 FIBER CEMENT SOFFIT INSIDE CORNER 7 ENTRANCE DOOR JAMB AT FIBER CEMENT 3 GARAGE DOOR OVERHEAD AT FIBER CEMENT A8.02 SCALE: 3"= 1-0" A8.02 SCALE: 3" = 1-0" A8.02 SCALE: 3"= 1-0" A8.02 SCALE: 3" = 1-0" A8.02 SCALE: 3" = 1-0" OVERHEAD GARAGE DOOR RIPPED 2 X WOOD DOOR / 1 X MDF TRIM, PAINT / i PER MFR SEE FRAME i. FILL GAP BETWEEN FRAME FILL GAP BETWEEN FRAME �J ;- : INTERIOR FELL GAP BETWEEN FRAME PLAN INTERIOR AND FRAMING WI EXPANDING AND SAME WI EXPANDING ,_ � AND FRAMING WI EXPANDING FOAM SEALANT FOAM SEALANT SEE PLAN � a i-; I� �- - 1 X TRIM, PAINT FOAM SEALANT WOOD DOOR FRAME PLAN Av FRAMING, SEE STRUCT IISEE THIN BRICK/STONE VENEER SEALANT ALL AROUND THIN BRICK INSTALLATION •; ,' SEE PLAN I r" THIN BRICK/STONE VENEER INSTALLATION SEE 91A8.07 W INbOW SEE 9/A8.07 ♦ 2 I r INSTALLATION SEE 9/A8.07 -- - • : / -�; RAIN SCREEN FURRING AT - ; =/ ■� �-� MORTAR SETTING , _ FC PANEL OR BOARD& / _ - SHIM AS REQUIRED BY ■M BED -;'- BATTEN SIDING ONLY TYP `- MFR, FILL GAPS WITH Em ----i - VINYL"NAIL FN"WINDOW MORTAR JOINT � ' r '-'' r� EXPANDING FOAM / - '�A: _ WOOD SHEATHING / / G. SEALANT / -. • I - - � � ' �. - ��"�'-`�'�- - ADDITIONAL LAYER 12" \, :?; � � � < ��,S .. re o in WOOD DOOR FRAME 1 �� 1 WIDE WRB, CENTER _ I V, ,, • �� I WOOD SHEATHING ON CORNER OR JOINT y::'' •'- BACKER ROD&SEALANT ` Ii i r� • _ ,_/ �`': <>1P‘ t,,Or ?2 `r : � WEATHER RESISTIVE it l N BRIAN R.FLEENER fq rei 0o WRAP OPENING WITH 11 ADDITIONAL LAYER 12" /, BARRIER ; / N NAIL ON FLASHING iWIDE WRB, CENTER �1r - \ \ _ \t \ • • �j�2 1� • UNDER WINDOW NAIL ./Z... .'�__ 1� I:::. / �� - ON CORNER OR JOINT 11 FIBER CEMENT SIDING, - L - �r� --- - / . „ „ j� 4� ��L}�f�D, {)R N FIN AND SECURE TO Ateow �� : I :• '` SEE ELEVATIONS FOR ,,% !_ 1, `�' SIDE OF DOOR FRAME / ' I� TYPE / ,� i a? 7 Z. WEATHER RESISTIVE i ` r SECURE NAIL ON FLASHING /i~ (� c° BACKER ROD&SEALANT BARRIER // IL" -/2/-/f� -f jf // /i) /�/ 2 &WRB TO DOOR FRAME AT J p RAINSCREEN i / /- HEAD&JAMBS 2 X 4 WOOD TRIM, UNO o WRB OVER WINDOW RAINSCREEN FURRING 2 :: FURRING WHERE 1 METAL L-FLASHING 3I8"GAP TO 2 X 4 WOOIJ TRIM, UNO METAL L-FLASHING 3/8" GAP TO EXTERIOR Q_ NAIL FIN WITH EDGES AT FC PANEL OR BOARD ::% APPLICABLE M �L��!/l /� �// �L WOOD FRAME,THIN BRICKISTONE WOOD FRAME,THIN BRICKISTONE Exterior & Site TURNED UP AT WINDOW &BATTEN SIDING ONLY, / , EXTERIOR VENEER GROUTED TIGHT TO SECURE NAIL ON FLASHING& AND SECURED TO DOOR / !' F ' 1VENEER GROUTED TIGHT TO FLASHING, SEE 16/A8.02 FORNOT OVER NAIL FINS //./%l� / /1////7 ALUMINUM FLASHING, SEE 161A8.02 FOR WRB TO DOOR FRAME AT FRAME AT DOOR 2 X WOOD TRIM THIN BRICK/STONE G SIDING CORNER / ADDITIONAL INFORMATION NOTE: PROVIDE ADDITIONAL INFORMATION HEAD 8,JAMBS Details VENEER WEATHER WRAP AS PER NOTE: PROVIDE SEE DETAIL 9/A8-07 FOR SEALANT OVER 3/4"BACKER SEALANT OVER 314"BACKER 13/A8.01 AND SEE NOTE: PROVIDE WEATHER WRAP AS PER ADDED INSTALLATION RODS)COMPLETELY FILL VOID 17/A8.05 FOR ADDED ROD(5)COMPLETELY FILL VOID WEATHER WRAP AS PER 13/A8.01 INFORMATION TO MIN 75%W/BACKER RODS DOOR INFORMATION TO MIN 75%W/BACKER RODS 13/A8.01 cb 18 WINDOW MULL (VERTICAL) AT DOOR 14 THIN BRICK/STONE AT FC (OUTSIDE CORNER) 10 FIBER CEMENT OUTSIDE CORNER 6 ENTRANCE DOOR JAMB AT THIN BRICK/STONE 2 GARAGE DOOR JAMB AT THIN BRICK/STONE E A8.02 SCALE: 3" = 1-0" A8.02 SCALE: 3" = 1'-C" A8.02 SCALE: 3"= 1-0" A8.02 SCALE: 3" = 1'-0" A8.02 SCALE: 3" = 1-0" 0 0 a CONTINUE WRB 6" MIN PAST NOTE: SEE 18/A8.05 FOR FILL GAP BETWEEN FRAME OVERHEAD GARAGE a FIBER CEMENT SIDING, SEE ADDITIONAL INFORMATION AND FRAMING W/ SEE DOOR PER MFR o TOP OF FLOOR SHEATHING � SEE ELEVATION FOR TYPE � •9 ON DOOR SILL PAN + �' �\ I-', PLAN LAP WEATHER RESISTIVE EXPANDING FOAM SEALANT PLA LAP WRB OVER SAME OVER i \ METAL FLASHING,4"MIN / ii • ` BARRIER 12"OVER EXTERIOR °0 INTERIOR RIPPED 2 X WOOD DOOR FRAME INTERIOR RAIN SCREEN SYSTEM 1 : - ANOTHER LAYER OF 12" DOOR FRAME BEYOND O NAIL ON FLASHING W/INSECT SCREEN AT "1 :, WIDE WRB CENTERED ON WRB END DAM OF SILL PAN,ANCHOR �? FC PANEL OR BOARD& , q 1 :' : CORNER AND SEAL TO JAMB ROUGH 5 03.21.18 Owner Revisions w BATTEN SIDING ONLY 1 ,. , L.--.::',- .':', / ;f ,•: .; OPENING 2 05.18.17 Plan Check Responses 2X OPEN SPACED \\.: 1 1 i,' z `/ DOOR PER DOOR SCHEDULE \ ;•.' .-..:-; - . :evis:r Description / ' > 1,__III IN FULL BED OF SEALANT a �% f' X - - - - � JANUARY 12, 2017 ' a { ti '. - i a a SLOPEDate co to " 4":1 - 4 ,..41 114 mm 11 0 TO SLAB MAX /I n �\ BB, KB, SM 77 CONCRETE a o I // .'i/ /, /�" /_ /// // /_C SIDEWALK OR Q 4 ,6.. /--- Designed By BUILDING FELT I /// / ° • a . o 77 UNDERLAYMENT OVER7 i " ASPHALT PAVING \ \\ Author TOP OF EXPOSED i7/_//////i/ii/////f//////// 4 a r �° JOISTS 3"WIDE,TYP -i.';- , ��r_A ° • a 1�C '/ ' y Drawn B o TYPE B METAL ' a . ' FIBER CEMENT SIDING //'7 KJ, BB ro FLASHING WI DRIP _ i. I I EDGE , SEE 2/A8.06 SEALANT I ; i / '� 1 X 2 WOOD TRIM JOINT ' -- ,` 1 I__ Q i j 1 J [ j III RAINSCREEN FURRING Checked By , _ AT FC PANEL OR BOARD \:4 EXPANSION JOINT ' ; , € 1 1_:- - a •co PT LEDGER, 5EE 1 RAIN SCREEN FURRING - &BATTEN SIDING ONLY 17857 MATERIAL - I_., i Io STRUCTURAL I AT FC PANEL OR BOARD& - d . SEALANT 1rYAEXTERIOR Project Number ALL TYBATTEN SIDING ONLY,TYP CONCRETE FOUNDATION, a 2 X 6 WOOD TRIM, UNO DETAILScv �: � �v SEE STRUCTURAL ct FLAPSHNG W/DRIP 1 f 1 WOOD SHEATHING NOTE: PROVIDE A IN SEE 2/A8.07 FOR , ., /� SECURE NAIL ON FLASHING a EDGE , SEE 2/A8.06 f FIBER CEMENT SIDING, SEE METAL SILL PAN FLASHING, SET IN WEATHER WRAP AS PER • EVISED INFORMATION AT SEALANT DOWN FACE SLAB/FOUNDATION ' lI &WRB TO DOOR FRAME AT 13/A8.01 • s 2 WATERPROOF DECK ELEVATIONS FOR TYPE JAMB •SIDESA Sheet Num ser E 17 FIBER CEMENT SIDING AT DECK MEMBRANE 9 FIBER CEMENT INSIDE CORNER 5 ENTRANCE DOOR SILL AT SIDEWALK 1 OVERHEAD DOOR JAMB AT FIBER CEMENT Copyright 2018 c0 SCALE: 3" 1-0" SCALE: 3" 1' 0" SCALE: 3" = 1' 0" SCALE: 3" = 1'-0" If this drawing is less than 24"x 36",it has I A8.02 = A8.02 = A8.02 A8,02 - been reduced Scale accordingly. w CC PLACE PRE PRIMED WOOD - BLOCK OVER NAIL ON INSTALL NAIL ON FLASHING --�- --~--- 3'- 11 1/4" BEAM FLASHING, EXTEND 6"BEYOND OVER DRIP FLASHING AND BLOCK ON ALL SIDES SAME o a LESS THAN 4" SADDLE FLASHING, PLACE \ INSTALL METAL OVER FLEXIBLE FLASHING • INSTALL METAL TYPE B, ... TYP r •,•. TYPE B, DRIP FLASHING :-. DRIP FLASHING OVER 4--- AT INSIDE CORNER r .,••• • OVER ELEC CONNECTION/ - TO . - ,_,••_•; •:'.;;•,= -:;.,,,';; ENTIRE WOOD BLOCK METER, SEE FLASHING • GUARDRAIL LAP WEATHER RESISTIVE ``: v,_;: • • SEE HEAD FLASHING �' BARRIER OVER METAL .-, .. :Dr: _ Zo r-_ DETAIL 2/AS.D6 112 X 2 METAL ' N. DETAIL 21A8.06 7 SADDLE FLASHING _ ' I'= • - RAIL • ' '?_,,, 1= SEALANT ON TOP AND SELF ADHERING r - --1 SIDES BETWEEN BLOCK MEMBRANE FLASHING 5 T.-r AND NAIL ON FLASHING SLIDE UNDER ELEC t•-, z - {' Otak Architects, Inc z '� ;.< '- -1;:",;:_: ‘1111100___ -� CONNECTION/METER '�� _r LAP NEXT COURSE OF 1 I ih ' : "_,`" ," 1 1 MINIMUM AND PAPER OVER FLASHING 1 �' 1- � ADHERE j' u . AND DOWN SIDES OF �� BLOCK. CUT PAPER TUCK WRB PAPER r` 1/2"X 2" METAL �---� u1 808 SW 3rd Ave, Suite 300 TIGHT TO BLOCK _ I z RAIL TYP �� `. _' 't`LY1r ^`= 1 UP UNDER SAME FLASHING i -7^ _-- - - - - - - - - - - - \ :1`= 10 - Mi 2 Portland, OR 97204 . \: - - BEFORE ADHERED 1 - T), N -/ //lam////////l�� P ► .;�' '',."1--- -,:: : ':,-,-'.-;:.-:`.:;--l" TUCKBUILQwGPAPER t r° N 3.287.6825 RAILING POST W/ _- \• _ !-' 1 „ , - Phone 50 Jf J' .' UP UNDER NAIL ON SELF ADHERING -� Fax 503.415.2304 BASE PLATE, /� r \",._ :...,..,„„,,,,,,,.,:r, y FLASHING 1 - MEMBRANE FLASHING ATTACH TO FASCIA I \; j';'1; ROLLED ONTO SIDES / OF METER 112 OVER WOOD DECK .'f; / ',:�; - `�f� :-•A'--7.-':-:•_.•;1':"-'",,‘-' -'•,--;:•- •:, / SAME UNDER METER a �� i • METAL FLASHING , 6 - - z �:= . ; = BOTTOM M,� y _ - ! River Terrace East ,,,,,,.-:=2:,..,,,,,,, ----_____ / � FLEXIBLE SEE 2&4/A8.03 FOR OTHER SEE 2& 8/A8.03 FOR OTHER B � Condominiums FLASHING EXTERIOR BUILDING EXTERIOR BUILDING MSN SIN]yNSEE 3/A8.07& 181A8.06 ; PENETRATION DETAILS PENETRATION DETAILS East - Clubhouse FOR ADDITIONAL INFORMATION East Side of SW Ro 16 BALCONY RAILING 12 SADDLE FLASHING (AS NEEDED) 8 VENTS/PENETRATIONS AT SIDING 4 MOUNTING BLOCK AT FC (ELEC/MECH) y ,, 1' 0" ,, 3112" , A8.03 SCALE: 1/2"= 1'-0" A8.03 SCALE: 1 112"= 1'-0" A8.03 SCALE: 3"= 1'-0" A8.03 SCALE: 3"= 1-0" Rogers RD, Tigard, OR EASED EDGE �" TOP EDGE N 1/4" MIN DEPTH OF RAINSCREEN FURRING AT FC SLOPED AT / 5 1/4" 1 , 112" X112" X ,��\ SEALANT AT HOURGLASS PANEL OR BOARD&BATTEN 10 DEGREES It 50 L 2X / SIDING ONLY UNDER = FINISHED MATERIAL STUD GUTTER /\` 1 n _ • . ,.;.^ WITH PRIMED EDGES J. Li u NAIL 3/8' FROM EDGE 1 �' I �' , OF PLANK Pri ' 112"-314" DIA. CLOSED • WEATHER RESISTIVE 4 X 4 WOO!], TYP CELL BACKER ROD(S) ,\ BARRIER fri TO COMPLETELY FILL NAIL LINE -. = BACK OF VOID METAL JOINT FLASHING as - PROVIDE FILLER _ A REQUIRED SEALANT JOINT DIMENSION INSTALL PLANKS IN • Polygon MODERATE CONTACT CENTERMATERIALAT _ / I , AT BUTT JOINTS Northwest 114" MIN DEPTH OStreet, PRIMED AND OF SEALANT AT FINISHED MATERIAL 703 Broadway PAINTED AS REQ ,` HOURGLASS WITH PRIMED EDGES Suite 510 N_,�_ WELDED EDGE 2 / _ ----- --- Vancouver, WA 98660 ATTACH TO WALL AND i /1' OTHER ELEMENTS WITH °0'� , 1r i COUNTERSUNK 3" "' / / GALVANIZED DECK I\ SCREWS • TSEALANT OVER BOND �" ___N. BREAKER TAPE / 1" EASED EDGE SIDE ELEVATION FRONT ELEVATION 'B ALTERNATE JOINT WHEN DEPTH IS NOT POSSIBLE21 / SEE 5/A8.06 FOR _J PER "A" ABOVE ADDITIONAL INFORMATION 19 WOOD BRACKET 15 SEALANT JOINT DETAILS Co 7 TYPICAL BUTT JOINT SCALE: 3"= 1'-0" SCALE: 12" = 1'-0" SCALE: 12"= 1'-0" A8.03 A8.03 -Xis: A8.03 FIBER CEMENT PANEL SIDING WALL PER PLAN SHEATHING-SEE G\ RA EL SIDING RAINSCREEN AT FC PANEL OR BEAM PLACE VINYL BLOCK USE HOT DIPPED STRUCTURAL GALVANIZED NAILS r--• WEATHER RESISTANT OVER APPROVED NAIL BOARD& BATTEN SIDING ON FLASHING, EXTEND �T URE BLOCK METAL REVEAL,TYP SADDLE FLASHING, PLACE BARRIER DOWN LAP OVER RAINSCREEN FURRING /� WATER RESISTANT BARRIEIR OVER FLEXIBLE FLASHING �-•1/; WATERPROOF DECK ALL SIDESD BLOCK ON '��_ -` WRB /L\ FIBER CEMENT SIDING , ``� AT INSIDE CORNER s COATING SYSTEM FLASHING „ ASPHALT SHINGLE ROOFING Ii ` tip\ FIBER CEMENT SIDING SEE `p _ - LAP WEATHER RESISTIVE LAP NEXT COURSE - �1/2 ELEVATION FOR TYPE - �'+�` BLOCKING Wl f�4VE VENT, 011 BARRIER OVER METAL , `; / € OF WRB OVER TOP,• SEAL BOTTOM OFSEE STRUCTURAL, SEE , I SADDLE FLASHING -, € AND SIDES OF; '' = ROOF PLAN FOR LOCATIONS ---_- •".:-..Z4'' Lf I - _ L WRB PER WRB MFR VINYL BLOCK ,� --- Y- OF EAVE VENTILATION �� FLEXIBLE •` _ j RAIN SCREEN WI ,-- �� - FLASHING `,;.__:;-"•-:�•;_-•:; ` INSECT SCREEN AT FG � - METAL DRIP ---- r ``„ ,:".; © € PANEL OR BOARD& EDGE FLASHING - -i; .._ \ BATTEN SIDING PLACE CONTINUOUS _ . % • , a wry '.:• ,• `` METAL -5' '.-,::.:.; •:.%-- ::::.:._,-,,'; + 1, '� WATERPROOF DECK BEAD OF SEALANT - GUTTER , ,� N I I; COATING SYSTEM AND OVER NAIL ON / ti'/ �� it 3720 • 4� ' C METAL WALL FLASHING, FLASHING TOP AND `„ © SIDES, OVER OR INSIDE BRIAN R.FI-EENER q + ' ;+";� z / SEE2&6ALLF 00 '1 ` ,_,,; / 7'� •," PLYWOOD SHEATHING OF NAIL SLOTS PRIOR <> le Z1/6 n5i • ::''.',-.''-':":':--:-1,'::-.',':. N OVER PT DECK FRAMING TO SETTING BLOCK . : SEE STRUCTURAL III rn \: �// .// //f /. TUCK WRB UP 1 ai 1 . � w UNDER NAIL ON i - (1. . FLASHING , % as eo INSECT SCREEN WITH - ` _• � �I � \. ,:�'• •ice` - - ��,: •/ -� "5 114"AIR SPACE MIN AT \ti a TOP OF RAIN SCREEN " , - , F // ExteriorDetails __ AT FC PANEL OR - -s,-,, BOARD&BATTEN • (DING ONLY _ S SEE 2, 5&61A8.07 &6/A8.03 SEE 4&8/A8.03 FOR OTHER CEMENT BOARD SIDING - SEE 111A8.04 FOR FOR OTHER WATERPROOF EXTERIOR BUILDING WATER RESISTANT BARRIER v ADDITIONAL DECK COATING DETAILS PENETRATION DETAILS INFORMATION co 18 WALL REVEAL 14 UPHILL ROOF EAVE 10 SADDLE FLASHING CORNER WALL (AS NEEDED) 5 BASE AT WATERPROOF DECK COATING SYSTEM 2 MANUFACTURER'S VINYL MOUNTING BLOCK ? /�\ A8.03 SCALE: 3"= 1'-D" A8.03 SCALE: 1 112"= 1'-0" A$ 03 SCALE: 1 112"= 1' 0" A8.03 SCALE: 3"= 1'-0" A8.03 NOT TO SCALE 0 0 ce DECK o n SEE LAP WEATHER METALD LIN ETH WIDE cL BEAM, SEE STRUCT I I SECTIONS } RAINSCREEN WITH I RESISTIVE BARRIER 3" DRAIN LINE cu cn INSECT SCREEN AT FC / i OVER METAL FLASHING WATERPROOF DECK COATING THIN BRICK/STONE o PANEL OR BOARD& SYSTEM, SLOPE PER MFR VENEER, SEE ELEVATION o BATTEN SIDING ONLY / PREPAINTED METAL FLASHING RECOMMENDATIONS WEATHER A i • U FIBER CEMENT SIDING, / GALVANIZED METAL WRAP •DOWN 2 RESfSTANT BARRIER i 5 03-21.18 Owner Revisions SEE ELEVATIONS FOR •• CAP FLASHING PLYWOOD SHEATHING THIN BRICK/STONE SEE i BALCONY EDGE OVER PT DECK FRAMING VENEER INSTALLATION ► /' • 2 05.18.17 Plan Check Responses TYPE r 1 INSTALL 1 PIECE SAMF SEE STRUCTURAL SEE 9/A8.07 �.` PLAN 1 OVERTOP CAP AND -� i # Date Description x I '1� LAP WRB OVER 4 • METAL FLASHING W/ - SEE 16 -:_,J!I r.r ��-- 7i FI ER CEMENT SIDING, �w WEEP SCREED i SECTION Revisions -ccDRIP EDGE SET IN �� ""' I , lig; '� \fir SEE ELEVATIONS FOR _ SILL SEALER 1 JANUARY 12, 2017 a SEALANT, SEE 6, 10 • �€- II TYPE V �� 1.. �� Date inn & 14/A8.06 ;7i '�_ - / / �' ., - �� • slz. ya I- 1 `� R4INSCREEN DRAINAGE I► I ti SHINGLE OVER 12"OF i �' i/� C� i / /i. /� FOUNbATfON +� ` "11 ,,, 4 �+ 1 i SYSTEM AT FC PANEL OR � ,• , , � WEEP SCREED i 1 r �r 4 BB, KB, SM WRB WRAPPED UP FROM 1 , 1 i BOARD& BATTEN SIDING FINISHED GRADE, a o 1 / II 11 ONLY ' SEE CIVIL ? " Designed By UNDER CANTILEVER / , 11 11 ' • a / '� � , i 1 � WATER RESISTANT � �" _� 2 2x12 WOOD TRIM i 1 1„ - • 11 11 i BARRIER EACH SIDE OF CONCRETE • '° i I Author ' i ' WALL FOUNDATION, SEE I �� I I I I I I By o � � 11\ \�� i i � I � J € Ii - Drawn U FIBER CEMENT i � ' \ PT WOOD SHEATHING „ STRUCT I �- I € -- a € - F I _ o SOFFIT PANEL i I 4a V -' 1 _._ 1�,-:.1 1 -- • I i EACH SIDE OF WALL I I Q - I i - j KJ, BB •a� / I\ / PT 2 X 6 WOOD STUD ,, f... - € !_ ___._-. I - -! I f _E 1 ------1 I Checked By Z 1 X 2 WOOD TRIM AT i �_ 1 i / € '7- - - r DECK 5 / WALL NOTE: LAPPING ALL METAL _:• I ' I -_I SEAMS AND EDGES jr�i i 1 1 € ° - i : ' ' ' �----- , -- -• I I----- cQ 1, 1 1 FLASHING AT LEAST 4"AND Zv n 1 I - 17857 o I r/N EXTERIOR INSTALLING SEALANT i - E ' I ^� Yom' I BEDDING JOINTS AT THE ; I � , •1 i ProjectA Num• ber ALL i 3DETAILS �, , JUNCTION(BETWEEN SEE 2, 5&6/A8.07& 5/A8.03 L - ./././././,././ ADJOINING SECTIONS) FOR OTHER WATERPROOF SEE 9/A8.07 FOR 0 REVISED . ilra 5EE 4/A8-D6 FOR DECK COATING DETAIL ADDED INSTALLATION S • m ADDITIONAL INFORMATION INFORMATION m Sheet Num•er ili 17 TRIM BAND AT OVERHANG 13 METAL COPING FLASHING 9 DECK FLASHING AT WALL (AS NEEDED) 6 DRAIN AT WATERPROOF DECK COATING SYSTEM 1 THIN BRICK/STONE VENEER AT GRADE Copyright 20180 SCALE: 3" = 1,-0" SCALE: 3"= 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 3"= 1'-0" SCALE: 1 112" = 1,-0" if this drawing is less than 24"din x 36",it has A8.03 A8.03 A8.03 A8.03 A8.03 been reduced. Scale accordingly. 0 CC 1---SEE BEAM,SEE STRUCT L,_SECTIONS METAL RAKE FLASHING,LAP RAINSCREEN WITH l', 1 A OVER ROOF UNDERLAYMENT& INSECT SCREEN AT FC ' I TRIM FASCIA BOARD FIBER CEMENT SIDING,SEE 1\r-z WEATHER RESISTANT PANEL OR BOARD& / I ' 9 1/2" BATTEN SIDING ONLY , , 1' ROOF SHEATHING ELEVATIONS FOR TYPE 1 ...,../7 BARRIER DOWN OVER RIDGE SHINGLE PER FIBER CEMENT SIDING, ROOF UNDERLAYMENT SEAL BOTTOM OF WRB PER :° METAL FLASHING MANUFACTURER'S 6 SEE ELEVATIONS FOR ,, I IF WRB MFR REQUIREMENTS I ROOFING UNDERLAYMENT, REQUIREMENTS 1. PT 2 X VERTICAL TYPE / - 1 , z ASPHALT SHINGLE ROOFING --..---'''"--,,, 1 --:// TURN UP ON WALL '',..- ;[ .. WOOD It • 1 ' PRE-ENGINEERED _/ FRAM1NG/FURRING il-- -tryoae-14 Ell 2 RAIN SCREEN W/INSECT . ./ SHEATHING 8"MIN ROOF TRUSS- b ,/- (' A I I ii-= 1 , SEE STRUCTURAL -- WRB t 1 METAL FLASHING W/ .?.9,* '''' ''''I I ' % 7V -6\- 4/ 4'y 4"/ 7)(1' 4(7 /1'' A" 7"/ ' " '' /// /7" • -"12_)/ ," _.'"/111 BOARD&BATTEN SIDING ONLY • / WALL SHEATHING, I ---- DRIP EDGE SET IN '''i" ____>I <-.> ./ SEALANT,SEE 6, 10 1/ - SEE STRUCTURAL ROOFING UNDERLAYMENT II SEE Otak Architects, Inc &14/A8.06 METAL STEP FLASHING 1 ,. SECTION : ----•:--,„..---_,,. ' 1 1 UNDER EACH SHINGLE _ 4" il --% 11,_ ASPHALT SHINGLE : / -_/-• SHINGLE OVER 12"OF ,,,,,,,----1 WRB ,,,,,-_v<7, . /_ -- ----'-----. ..., WRB WRAPPED UP FROM ----;---I 1 4" z / - ROOFING , ..-_...---44 ./- v m : /--- • UNDER CANTILEVER 1 ROOF TRUSS, " .'"'> ASPHALT SHINGLE 1 .. i , _., ----- - viir _ / PT WOOD COLUMN PER 808 SW 3rd Ave, Suite 300 --• #-----,..- /--- ROOFING 1 < " : ,,7--------- 4.'"-------.... STRUCT Portland, OR 97204 2 x 12 WOOD TRIM -- ----11 ' ,------ STRUCTURAL - / 1.4 •-1 / ---"--- ''''. A : ---,---;:,,: ' FIBER CEMENT PANEL Phone 503.287.6825 ---7 i'm -- r_ -A-:;:::::.„,„ 1. SIDING CLADDING,TYP Fax 503415.2304 FIBER CEMENT "---,---- : 01 • 2 x 6 WOOD TRIM /-: , . I \ VERTICAL RAINSCREEN .,- SOFFIT PANEL _-/----- /2\ , 1 • -4 , i RAINSCREEN FURRING 7.= ,...r"'-- , • 4/ )1'/ /X/ /// /// /.. : /----' ' 1 X 2 WOOD TRIM AT „--' I • ------, =_ _. , AT FC PANEL SEAMS AND EDGES --- I -----.... ''''---1, . OR BOARD - I SEE 12/A8.05 FOR ROOF SHEATHING : ___ ,--„,.- .__ _______ __---- WRB River Terrace East :-.,- / ,,i,, ,,.,o,_ , AND BATTEN SOLID BLOCKING, 1 ROOF SHEATHING ADDITIONAL STEPPED SIDING ONLY INFORMATION SEE STRUCTURAL SEE 17/A8.03 FOR -,_E_ ,N 2 X 8 WOOD SEE DETAILS 6/A8.05&15& Condominiums 20/A8.06 FOR ADDITIONAL : ADDITIONAL INFORMATION - - --= 1\105,..N TERMINATION OF STEP <-> 1 X 3 WOOD ROOF INFORMATION East - Clubhouse :-7-z FLASHING AT GLITTER FOR ADDITIONAL ROOF : E- INFO SEE SHEET A8.05 : j•---- 20 SOFFIT OVERHANG 1 riS 12 FLASHING AT ROOF/SIDE WALL 8 ROOF RIDGE 1 East Side of SW Roy __ i 1/421 4 A8.04 SCALE: 3"=1-0" ----_ A8.04 SCALE: 3"=1'-0" A8.04 SCALE: 1 1/2"=1-0" . //-- 7 METAL FLASHING Rogers RD, Tigard, OR E- -,N 0 . EXTEND ROOFING PAPER -. -'- 1)4 < pr ,----7 UP THE SIDE OF THE .- N), PT 2 X VERTICAL , WALL A MINIMUM OF 6" 0\ kll SEE PLAN ril , ._ ,--/•---- WOOD dljr• \ -•=--- :-----z- b i ., .° ----.--- FRAMING/FURRING STEP FLASHING .4•14111lere ‘ ---- kIII- ' FIBER CEMENT SIDING N. -7 i,-- ASPHALT SHINGLE SEE SECTION I 9 1/2" III I\ ' ZN1 411. k ‘1'' 7E: . -, SEAL BOTTOM OF , 1 /- /--- WEATHER RESISTANT ROOFING ROOFING -------.. illPr \ 0 WRB PER WRB MFR /,. 1 // BARRIER DOWN OVER METAL METAL RAKE DRIP o - .-- A - V. --- .1111 \444 RAIN SCREEN W/ - " V FLASHING SEAL TO FLASHING FLASHING,LAP J .' '' . / / „ N FP \ 1)„ INSECT SCREEN AT ,- MANUFACTURER'S 1 / PER REQUIREMENTS OVER ROOF \ • _ - \ 1 = 1 bIN FC PANEL OR BOARD &BATTEN SIDING ,• 1 / UNDERLAYMENT& d / • TRIM FASCIA - -- - - - - - -- - -.7,,e;- --,.-1•vi v--iiii- - i \\ i 0 / WEATHER 1 _ - METAL FLASHING ;No 1 __ __...s.s. RESISTANT BARRIER ?, -5 WITH HEMMED -- II '7 TRIM --i - - - 1 r r -....m..... WOOD FRAMING/ li Northwest ,• , z / 1 .7 -- ,I 4 ONE PIECE STEP :;"_.t IN\--, FIBER CEMENT ,• i 1 ___-_ 2 , •-- i I I , FURRING 1 FIASHING WITH IL:4 LOUVER ,i ii co 1• ; 703 Broadway Street, E 4" ,,,,,,.ji 17., si ,1 ---....-- • 1, Suite 510 DIVERTER-KICKOUT _-.,.• N'-‘,----------------- PAINTED) .........„--- -41/4.-- ------.7.--..\---•-•, i f-- 1 FLASHING - . ASPHALT SHINGLE i ROOF SHEATHING ..7"- ' / Vancouver, WA 98660 ------ z., \ / = METAL FLASHING ROOFING 1 7 ROOFING UNDERLAYMENT, - i : •,/ 2 X 8 WOOD FASCIA 1 . \ NA_ WRB NAIL ON FLASHING [ ,/ - SEE 2/A8.06 I ' TURN UP ON WALL 1 ._ i ___/._i_,--- ,-.: .1 \ \ / MIN.6"ALL SIDES 11111'1, < * j / SHEATHING 6"MIN 1/211 RAIN SCREEN VENT I/ <.-. '-.--- ---._ -- ..- \ . ./ SEE 4/A8.05 -III° -,,--- I! _ ":"‘""- W/INSECT SCREEN AT . . E- •F,-=` , •-•;_ -,,..if..1:',....- 0''''"' FC PANEL OR BOARD& 1 1/2"GAP ` ,N ,"-..'‘i.-- I,-,'• \ ----_________------`i \..4, 7 -:...-.5.......r.- --..-•-•;•••,..:.-- .,•.'"-1;•''' SHEATHING-SEE BATTEN SIDING ONLY 1 76 J-CHANNEL -...' DRIP EDGE .,•'' -------_, , / METAL TRIM ,......1;-__. --••• \ - -\_II .....--- FIBER CEMENT SIDING OVER --" -4-- FASCIA ,.-- \ \I t • RAINSCREEN AT RAIN SCREEN OVER WRB SIDING, RAINSCREEN FC PANEL OR OVER GABLE END TRUSS,SEE - i: / AND GUTTER NOT A BOARD&BATTEN ELEVATION FOR TYPE .A. SHOWN FOR CLARITY ( .--' '''Av, J- ' / SIDING ONLY ROOFING SHEATHING SEE 15/A8.07 FOR ADDITIONAL INFORMATION 19 DIVERTER/KICK-OUT FLASHING 15 GABLE VENT DETAIL 11 FLASHING AT ROOF END WALL 7 TYPICAL RAKE 3 DECK COLUMN A8.04 SCALE: 1 1/2"= 1-0" A8.04 SCALE: 3"=1'-0" A8.04 SCALE: 3"=1-0" A8.04 SCALE: 1 1/2"= 1-0" A8.04 SCALE: 1"=1-0" H • l I N FIBER CEMENT PANEL SIDING ----<r EA ,_ . I INSULATION BAFFLE, 1" SEE . 1111 A METAL FLASHING PER 2/A8.06 - PLAN rile- I I CLEAR,MIN /2 V X 6 WOOD TRIM ASPHALT SHINGLE 1,, WEATHER RESISTIVE ,_ RAINSCREEN , ROOFING I , BLOCKING W/EAVE VEN , i--/ 91/2" BARRIER WOOD SHEATHING op- „,,jr. ?1,70.q , SEE STRUCTURAL,SEE •i / . •• * I 4, i._- EDGE OF SOFFI7;\ WRB,LAP FLASHING 4"MIN - 4 ,....zi 1 0 *OA. ROOF PLAN FOR LOCATIONS -410-1, ' it ...1 ',AT, '',,N. '. . MTL FLASHING TYPE C,SET -4 ROOF AND SIZES OF EAVE , ,- 7..1 - „ 4,--"' 1 :1 ; IN SEALANT PER 2/A8.06 ..----' I. \\ SHEATHING ,..- .."7- VENTILATION 1 II '1 ROOF - -•„••„,„ .... I 'I t I APPROVED NAIL ONTRUSS TAIL FLASHING BEHIND WOOD ...01 _i t UNDERLAYMENT ,,,,,„. ,....„..7 METAL DRIP EDGE ) ' 7- 1 'I 1 1 - '.*_ BLOCK AND TRIM, LAP /))-,,„„ V CRIMP, -1- \ FLASHING 1 'I' r--- 1• 1 OVER METAL'Z'FLASHING . 4040. 101000.ii. ---(k-, 4,sr. INCREASE TO A N„. ../ ASO -. . . .1 1111111 - TOP OF PT WOOD /,.„ 1 1 ,i • II 1 2 2 X 6 WOOD COLUMN PP -00 -90. 2"HEIGHT . 1 BRACKET CHAMFERED 7'7"- - , cy) CAP W/DRIP EDGE,CUT / -,------ 0 UNDER GUTTER 10 ' 17 3 r:_.- - , 11 ) TO FIT,MITER CORNERS c` ksl PITCHES OVER 4" , 8"MIN ,5"MIN . 4" 1 , DEGREES,TYP 372.Cf11° 7- AT 45 DEG 6:12 OR • e! OPENING ''• ROOF' i.1 GREATER OR OVERLAP 1111\. El.--- . FIBER CEMENT SIDING I I g BRIAN R.FLEENER4 ' CLADDING,TYP. 2 x 6 WOOD PAINTED 1 •.•1 -'-\1‘,„ 10.__ _____ ____ METAL GUTTER • ' . c° ''` ' ''- - A i DISSIMILAR WITH 3 X 4 SEE 0 SfaViel a CE« BASE TRIM ,,../1-- -,7 --'. II. r f -------- PITCHES OF I 1,• c.r METAL PLAN 1r • -! , -, PT 2 X 4 FURRING t. %MAK OR C•1 ANY KIND A DOWNSPOUTS ll ' • -Wa& /11" --11. INSECT SCREEN ' --c-----c--1 \ q . , 1 hi CREATE TAPER \_do... 4 .--- li.1/P LAYER OF MIN 30# SEE 20/A8.05 FOR \ \I , ,,, i OF 0 WITH 1/4"AR \ i (0 PT 3 X 4 _________ .,,..---------- FELT ADDITIONAL \ 1 SPACE MIN AT TOP i 3 ,,- - '-' I THE FLANGE EXTENDS UNDERLAYMENT INFORMATION OF RAIN SCREEN 1 ‘ 1 METAL'Z'FLASHING 23 UNDER METAL . (TYPE A)PER 2/A8.06 X ' • . < . • • ONTO ROOFING A \ VALLEY FLASHING WOOD BRACKET AT \ Exterior Details -•(/ MINIMUM OF 4" FLASHING IS SIMILAR VALLEY FLASHING EAVE WHERE \\ • I • 4 \ .1 AL • v 4 FOR ANY SIMILAR-TYPE . SECTIONS SHALL BE OCCURS,TYP PT WOOD COL, SEE 11/A8.07&17/8.07 OF ROOF PENETRATION OVERLAPPED 6" 1 ..--"--- I SEE STRUCT ---------°- - FOR ADDITIONAL FOR ADDITIONAL WOOD .-t `, FORADDITIONAL t • INFORMATION • MINIMUM BRACKET INFORMATION ; ROOF INFO SEE I CONC COLUMN BASE, ...- --- - '. '( , 1/\/• < SEE 19/A8.03 . , \______ , flak=:-. SHEET A8.05 III SEE STRUCT SEE PLAN jt. PT 2 X WOOD •--* , / FRAMING ai 18 COLUMN SECTION - BASE OF TAPERED COLUMN 14 ROOF VENT PENETRATION FLASHING io VALLEY FLASHING 6 'TYPICAL EAVE 1 1 > , . I A8.04 SCALE: 3"=1-0" A8.04 SCALE: 1 1/2"= V-0" A8.04 SCALE: 1 1/2"= 1-0" A8.04 SCALE: 1 1/2"= 1WEATHER RESISTIVE• -0" '7 Cif v/ BARRIER 0 ti I 0 • I- ty PT WOOD COLUMN rt 1 -I _ I\/ , A 4 O 1 METAL FLASHING a_ N . ,, 1 X 12 WOOD ,A WALL PER PLAN i ;111 , . li _, 1 ,--r- TRIM WATER RESISTANT BARRIER <0 FURRING STRIP TO II ------ ' I 1'-6" I. z If ---- RAINSCREEN RAINSCREEN FURRING(FC I A8704 r 00401-"A im:k. ., ,„----71 :• ,_'Aio 0 ALIGN W/FO PLY1ND ,---- I ,,, II --'' ------ BOARD&BATTEN SIDING ONLY) I •, 1'-2" L 1 , = II 5 03.21.18 Owner Revisions TRIM BAND FLASHING, ii*II, FIBER CEMENT LAP SIDING OR , I 0 2 05.18.17 Plan Check Responses , BOARD AND BATTEN,SEE i LAP COL FLASHING -\ r r r or A r ...,#,F 1 1 / II , 1 1 -----_,"..--- • - , -{ , , - . . _., _ .4. _ _ A 1 05.17.17 Project Coordination ow -.:-•---'---- ELEVATIONS / •-% I -001.0 ,,---T 7---- 10111111 -. \ GYPSUM FLOORING _- 1 ; - I 1 e ‹r . • < #, MIL FLASHING W/ ,I --:: - I OR,. ,. 10 # Date Description DRIP EDGE,SET IN ,,-r ----_. SEE STRUCTURAL FOR id ,e3 • P > SEALANT ,A, / I I z EXACT BEAM DIMENSIONS ----ern-4'7;r --- • •< I 1111 ir -'--- lr III • Revisions it I 2 L('->- ---- 11*.110 ASPHALT SHINGLE ROOFING ' ' Fr r - - - -I 1 , 4 d JANUARY 12,2017 <-' al_ N . ----1:1<e°41 . 111111b\ 1 6 0 1 I 4 r 4 .; '''I 11. 4,7"4".7..:, , . ' ,- ,A.1)-4 4,.. METAL 1 /, -I A • < •.•••. • _ UTECTCUORALLUMN BASE Date CSEOENCSTRRE an __-.-_7-. ___-• .-1- \ ;- I I - - ao Z--• 14 II 1111C-W- ' C-..... ) 111. -.-..-> DRIP EDGE . . , 2 Or : , - .. - *- - % LI__ __ J . $0,-. 1,-- -- FLASHING -- , ::--;••-- --'"--,. Ill BB,KB,SM ---,•-- c < AA N:N. THIN BRICK/STONE VENEER Designed By . ., . ., • • . .-- - 0 / --I • 1 -' c<5,4, b :------'-",-_-, -':-<- A ' . - :* • -- .. ., --- 1'-'''.. 1 1 - 1 .. ___ I i 1/ kp <7 4 . • 0 t _,,,,,. ..01-' Author , 1 t , ---- • JO as PT 2 X 4 TO CREATE i - TAPER / it... - , • , „ . . 0 2,Ar'_ 7' Az r :4 • ,4 i Drawn By C ., , . o ________, 1- ,____ 07 a-•! : '',f:- :,/ --- ---4,& - BACKER ROD AND SEALANT KJ,BB w SEAL EDGES,TYP / I _, A v - J-TRIM WITH HEMMED LOCATION OF COLUMN _ 111 1 - , • ,_ ..„ • - ... Checked By ,- 1 ) /, / -.e, -4411111111112a, EDGE AT CORNER i 1 ABOVE,SEE STRUCTURAL z FIBER CEMENT 1 11 ./ A8.04 ' THE FLANGE EXTENDS Or 4 i `,.- (10 PANEL, 1 t --/ ' THIN BRICK/STONE VENEER 7:3 RAINSCREEN,WRB& A I - 1 ., ONTO ROOFING A ---W.-- - ,....21 ,,iid. BOARD&BATTEN SIDING A -:; .. --'-• . ' , -' .. oi i . MINIMUM OF 4" ProjectNumber ALL 5 ,..A.,..._-.. ONLY)WOOD SHEATHING 7. --ILI S y FUkSHING IS SIMILAR pi ...; --- - !" -i 4DETAILS a) ft PT COL,SEE STRUCT / 1 / 1 -1 -'/ FOR ANY SIMILAR TYPE FIBER CEMENT LAP SIDING • 0 REVISED OR BOARD AND BATTEN, N ,, , OF ROOF PENETRATION SEE ELEVATIONS /2\ ..%_._ <0 • • el METAL GUTTER WITH 3 X 4 • 1 1'-6" . • 2 _ ii • METAL DOWNSPOUTS , Sheet Num 6 er hi 17 COLUMN SECTION - TOP OF TAPERED COLUMN 13 ROOF PENETRATION 9 UPHILL ROOF EAVE AT WALL I 5 BRICK COLUMN PLAN 1 TAPERED COLUMN • Copyright 2018© LE , t - 5.- A8.04 SCALE: 3"=1-0" A8.04 SCALE: 1 1/2"=1-0" A8.04 SCALE: 1 1/2"=I'-O" • A8.04 SCALE: 1 1/2"=1-0" A8.04 SCALE: 1"=1-0" If his drawing is less than 24"x 36",it has reduced.Scale accordingly. ci) IX _ _ LOCATE THE UPPER SHINGLES 3" FROM THE CENTER LINE OF THE ONE PIECE METAL --- VALLEY FLASHING ON EACH SIDE.THE FLASHING AT LOWER END SHOULD DIVERGE FROM ORE TA N HOT DIPPED OUTSIDE CORNER 4w STAINLESS STEEL 0 �" EACH OTHER 1/8"PER FOOT FASTENERS OVER SHINGLES 6" 6° � A. VALLEY FLASHING WHERE SPECIFIED ,, %� ,„14'a,'i ''". : '' VALLEY 30#FELT UNDERLAYMENT WOOD FASCIA ,=- � � k � STEP FLASHING BOARD DOUBLE ROOF to , . :4. t- OVERLAP FLASHING 6" �•� 1 I RAFTER IF 6" STARTER COURSE OVERLAP PAPER 12" — '( t " (INVERTED SHINGLE) �P , • i ,� ►. ti¢ i ~" NECESSARY : � , OVERLAP PAPER 2" , DRIP EDGE �"~-� �,, - , FLASHING OVER PAPER AT RAKE 2"OVERLAP ROOF _ ''j ��y ` ,� `` Otak Architects, Inc FOURTH COURSE A--ppl'ilPAIIIIII-4pp,411P---4IPAIIl- ili_ ��''<:.," �` O `(FULL SHINGLE) N / ~� �� _� .... • - PREYO, NAIL EUS FLASHTOP DGGE ABOVE 1 X 3 WOOD �� WOOD F CIA ```` `�`-tx "'`�SECOND COURSE ► OVERLAP DRIP « _ / \ \.� ;%� TRIM �� AS ; ,• 808 SW 3rd Ave, Suite 300 (CUT OF 5} �r EDGE FLASHING 6 116 �� A~�++ .�� N q Portland OR 97204 THIRD COURSE \ — - `•`'--%'� ( ICUT OF 1 " • _— "" f _ `~ �` '��0TF• 1 hone 503.287.6825 I \� Fax 03.415.2304 EXTEND(LSHING 4"UP \, ` \ ' « f + WALL AND 4 ONTO ROOF •-��~ `�A �` ORAS SPECIFIED BYEXTEND ROOFING PAPER N River Terrace East -- �� ROOFING__ _____ ,�_ - iiik _*W---111101k� UP THE SIDE OF THE �� ., \. MANUFACTURER WALL A MINIMUM OF 6". PLACE NAIL ON FLASHING \-- � WRAPVALLEY �� `� BEHIND ROOF RAFTER 1 -1� 4111*--- Condominiums EXTEND ROOFING PAPER1/2" 7� DRIP EDGE FLASHING \~•-\ OFI GPLACE STEP LEAVE 1 GAP FIRST COURSE(FULL SHINGLE) UNDER PAPER AT EAVE 41� UP THE SIDE OF THE WALL FLASHING OVER BETWEEN FASCIA East - Clubhouse OVERHANG SHINGLE 5/8" A MINIMUM Of 6". STARTER COURSE OUTSIDE CORNER AND WALL (INVERTED SHINGLE) ` East Side of SW Roy 20 ROOF AND VALLEY INSTALLATION 12 STEP FLASHING 8 ROOF/ OUTSIDE CORNER 4 ROOF TO WALL A8.05 NOT TO SCALE 1 A$.05 NOT TO SCALE A8.05 NOT TO SCALE A8.05 NOT TO SCALE Rogers RD, Tigard, OR PENETRATION THROUGH ROOF MUST NOT FALL / 6" OVER TRUSSES . NAIL ON WEATHER RESISTIV / FLASHING ALL ROOF PENETRATIONS BARRIER INSTALL MUST BE MIN. 18"FROMWEATHERBOARD ,� ROOF TO WALL WALL / 6" ROOF TO WALL FASHION STARTING THE RIDGE - � FLASHING - ,_,J,2:-._ FLASHING r---,... FROM THE BOTTOM �;; `\\\ ! `, ROOF I r ASPHALT t \\ 6" III I ROOF �.� ` l' ‘\`\\ \\1\\ l\\%�r` //// `�`H SHEATHING \ , , € I SHINGLES ,, \\ \ II \\ \\ / / �„ — i �1 � .��\ \\ \ 0 \\ \\ i i ,... III t ^`I • \ r - ;; Polygon \\ \\ $ MSN \� • \�\ //�� /�'f WOOD 1 x 3 F�p\N I ON �•" j \` Northwest \ \\ ., \ \\ , , / TRIM BOARD %, \\ \\ MIN \\\ // N r ' 703 Broadway Street, \ \\ \\\ \\ i / WOOD 1 X 3 �/ Suite 510 \\% \\� 11 \ \\\\\ \\\\ /�//j i li TRIM BOARD ��,,,.� Vancouver, WA 98660 \ \\ \\ \\ / / rt s 1 _, \\\ \\\\\\ \\i.�.— \\ /' 24"MIN FROM I I 1 ter. \\\. ` l, FLOW LINE WOOD RAKE ; ALL PENETRATIONS TO BE BOARD \� '�.�4 A MIN OF 18"APART WOODRAKE � , . 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 LOCATIONS INDICATED FLASHING ' `�� SECURE DOOR WITH(3)2 INSTALLING SLIDING GLASS DOOR \\\:'----_,,6",..........„--\\ 1-PIECE GALVANIZED 1/2"LONG STAINLESS PAN DOOR PAN,DO NOT PIERCEC HEAD,GASKETED FASTNERS • DRILL PILOT HOLES THROUGH DOOR FLANGE AT BOTTOM WALL WALL �, FLASHING ACROSS BOTTOM OF DOOR LEFT AND RIGHT CORNERS AND AT CENTER OF DOOR(3 " ONLY LOCATIONS).3"MINIMUM FROM FRAME CORNERS. ONE PIECE FLASHING AT y---— 6" HORIZONTAL WALL TO INSTALL CONTINUOUS BEADS • INSIDE CORNER OVER �'� ROOF FLASHING OVER ' I ;t OF SEALANT TO DOOR SILL .„. --�.,\ • SQUIRT SEALANT,COMPATIBLE WITH THE ELASTOMERIC SHINGLES AND OVER CORNER FLASHING 2 WRB,LAP VENT Ill FLASHING TO E BEDDE. PRIOR TO SETTING D IN PAN �\ COATING INTO HOLES PRIOR TO INSTALLING FASTENERS. STEPPED FLASHING tlllll�l FLASHING AND SAME -, i , �' NII SEALANT \ "' • SECURE DOOR WITH MIN 2 1/2"(LONGER DUE TO �: j H NIIII FLASHING ANGLE TO RAINSCREEN FURRING AT FC ; g `� �INIIIINI / PANEL OR BOARD&BATTEN / I ' a 1 -.,'f NII,tNI \ a PRESENCE OF GYP BOARD)LONG,STAINLESS STEEL,PAN }� MATCH SLOPE OF SIDING ONLY F • 4. /�� INI ; i NIA O '` HEAD,GASKETED FASTENERS. ROOF u DOOR PAN I VIII NII II is \ THROUGH WALL PTHC ;; . BEHIND SLAB I III gNII1I1j r \\ ~�' r X72 t i// GALVANIZED SHEET METALrtl r �� `�. / �NININ / \ \ \ ' SLEEVE i eBRIAN R.FLEE ER fq 0o '�, \ \ NAIL MUST BEA .- `�� //f% j \ / \ \ MINIMUM OF 3"FROM SELF-ADHERED MEMBRANE 1 w lZ2 " /•�� . \ i M FLASHING OVER METAL - S IV • c7t / 4. QQ, ,� \ FRAME EDGE HEAD FLASHING ��{ %ORTLAn � O M CONCRETE ~�'�.�� OJ _� "� ��'�.� i \\ NAIL ON ,`�,i \`� �' r m SLAB QP ��, \ \ FLASHING POS14 �p \ _ OF Cr o -, \`o`�,•. \\\ PREFINISHED __ . l‘ �� ROOF SHEET METAL / F ' -- „��` FLASHING TYPE B, i Exterior Details DRILL PILOT = - SEE DETAIL 2/A8.06 / HOLES 3 LOCATIONS • _ . • . , • , '�-`_ _ EXTEND ROOFING / ., . _ UNDERLAYMENT UP THE / USE ONLY HOT DIPPED OR SIDE OF THE WALL A / USE ONLY HOT DIPPED ELASTOMERIC COATING — STAINLESS STEEL MINIMUM OF 6"(NOT j OR STAINLESS STEEL FASTENERS SHOWN FOR CLARITY) / FASTENERS / co 18 FLUSH DOOR AT SLAB rIASLIDING GLASS DOOR THRESHOLD 6 INSIDE CORNER FLASHING AT ROOF / E A8.05 NOT TO SCALE A8.05 NOT TO SCALE A8.05 NOT TO SCALE / -Ir o = / mt cc ° 9"-12"WIDE NAIL ON FLASHING MIN,NAIL FILL GAP BETWEEN JAMB INSTALL CONTINUOUS BEAD OF EXTEND WRB PAPER OVER METAL / aFLASHING TYPE ASEE HEAD :- + 1-PIECE GALVANIZED DOOR PAN, ON FLASHING MUST EXTEND MIN 6" AND TRIM WITH SEALANT SEALANT OVER NAIL ON , / a� DO NOT PIERCE FLASHING FLASHING(AT HEAD)AND OVER FLASHING DETAIL 2/A8.06 / 3 BEYOND THE EDGE OF THE TRIM. INSTALL WRB(AT JAMB)PRIOR TO EXTEND WRB OVER o GALVANIZED ROOFING NAILS OVER CONTINUOUS BEAD OF SEALANT ►��, SETTING DOOR TRIM METAL FLASHING / •. 5 AT LOCATIONS INDICATED ON DOOR JAMB AND HEAD �'♦'`� w ��' ♦'� * , h� UP TURNED END DAM / U NAIL ON FLASHING 12 INSTALL CONTINUOUS BEAD OF �.��►♦♦♦r► ' OVER A CONTINUOUS fit' ♦♦♦♦♦ / 5 03.21.18 Owner Revisions co BEAD OF SEALANT SETTING DOOR PRIOR TO ;+` *,++♦♦ ♦�' ` \` \��1\\ /, 2 05.18.17 Plan Check Responses a� DECK TO WALL DOOR FRAME ♦�' y'��,�"►�� ``�,, / # Date Description FLASHING ♦t ♦ ° �� / Revisions w `� DOOR JAMB -, # ��. - � m°,,. .. .. ..... . ...� , 11111 !Ai EDGE OF ROUGH '��_, ♦♦�, IMA SELF-ADHERED MEMBRANE F. ♦ ``� FLASHING COLLAR JAMBS ,} JANUARY 12,2017 a.a. APPLY DECK BASE / ��; '"`/q NIttiitU OPENING ~ COAT PRIOR TO 4%1414 �« 4 �� .�• yNl ��,,,\ AND SILL OVER WRB • 1i '° Date �� I�UUIU'll ® "'' ./ �' a. „N,;`NII, h1N1 NAIL ON FLASHING ♦,,�/ BACKER ROD AND SEALANT , `'' t. •�/ �� .,Ni. 111 '�; I��, / i co SETTING DOOR PAN ��f��i. NNIIIIi11 I '•111141111111.4%."4/.„ 111) !'°- •AJIIIIINI CONTINUOUS BEAD •♦ ♦ HEAD JAMB&SILL BB KB SM �I t r, • �,. �i / ,•w;, Designed By �� /'-A tl,, (�� III % j ;9th " OF SEALANT ON BOTH ��► ~'`�� EXPANDING FOAM SEA NT • DO NOT PLACE SEALANT '�� I,,„, a4, 1/2 JAMB AND TRIM SIDE �. ♦♦ HEAD,JAMB&SILL IE " a- ti BEHIND SILL FLANGE .. "�NUU ilt �I��IJIV'! �•a/ , ,i ;.; a, Author o LAP DOOR PAN OVER NIIIIi� ��I(�� '' OF NAIL ON FLASHING /,- ♦ �, i��' �2 BLOCKING AS REQUIRED �i o DECK TO WALL FLASHING � IgINIUN�iil TRIM l��I Ij/.♦♦ / 1E Drawn By EXTEND NAIL ON FLASHING 6" ,�,�u' DOOR PAN ANDEN ,►♦♦♦ t ... ` SEALANT ALLAROUND % ,i o AT SILL OVER A CONTINUOUS ��,I, FILL GAP BETWEEN JAMB �.� -. `, �`\ RAINSCREEN FURRING AT FC `,. KJ BB BEAD OF SEALANT DECK SURFACE �♦ I \ PANEL OR BOARD&BATTEN Checked By Z INSTALL CONTINUOUS BEADS OF '��.�♦ AND TRIM WITH SEALANT t INSTALL BUILDING WRB TO SIDING ONLY , 1 co SEALANT TO DOOR SILL PRIOR TO INSTALL NAIL ON FLASHING TO - E SPAN GAP AND ATTACH TO JAMB SPAN GAP AND ATTACH TO \ FINISH FLOOR 17857 O SETTING DOOR PAN,EXTEND TO EDGES APPLY WRB WEATHERBOARD JAMB PRIOR TO JAMB TRIM CONTINUE TO APPLY OF PAN AND ONE UP WALL,PAN FASHION STARTING FROM INSTALL WRB WEATHERBOARD Pro'ect Number S ME S' FLASHING TO BE BEDDED IN SEALANT THE BOTTOM FASHION FROM TOP OF DETAILS A ccp e JAMB(SEE STEP 3) Ir REVISED STEP 105 STEP 2 STEP 3 STEP 4 STEP 5 BALL DOORS) ■ ULT A 2 °ft i 17 1 PORTABLE AC VENT PORT AT FIBER CEMENT Copytght201 N �; DOOR INSTALLATION PROCEDURE A8.05 NOT TO SCALE A8.05 beenyreduced Scale accordingly. SCALE: 3"=1'-0" If this drawing is less than 24"x 36;it has 2 X 8 WOOD RAKE 2 X 8 WOOD RAKE PREPAINTED GALVANIZED - - METAL DRIP EDGE INSTALL PT SUPPORT METAL CAP FLASHING ONE PIECE FLASHING WD ROOF SHEATHING FLASHING BLOCK UNDER SECURED WITH STAINLESS • Q AT OUTSIDE CORNER ASPHALT ROOF 2X EAVE BLOCKING METAL CAP STEEL GASKETED . 0 OVER SHINGLE SHINGLES ROOF SHEATHING ' FASTENERS FASTENERS IN ONE PIECE FLASHING �� ,�A AT OUTSIDE CORNER WALL WALL 2X EAVE END TRUSS VERTICAL FACES ONLY aeti - � WALL WALL PLACE STEPPED BLOCKING 1 � �s OVER SHINGLES FLASHING OVER ASPHALT ROOF to L ,, rA OUTSIDE CORNER , SHINGLES ' "1 HORIZONTAL WALL TO 8 / ' -S PER ROOF I INSTALL 1 PIECE SAMF ROOF FLASHING UNDER " PLACE STEPPED FLASHING ANGLE TO MATCH `� •< < OVERTOP CAP AND DOWN If CORNER FLASHING 6„ 6 FLASHING OVER I°1 SLOPE OF ROOF / `� , PLAN l BOTH SIDES OF HALF WALL �� PT 2 X 6 TOP 6"MINIMUM Otak Architects, Inc OUTSIDE CORNER pp14111140 01,-I \ FLASHING ANGLE TO MATCH SLOPE -..€ pr ill - == FIBER CEMENT OF ROOF .....\........_ II CAP OVER RA NSCREENNG 7 FURRING AT FC PANEL OR PLACE FLASHING BOARD&BATTEN SIDING 808 SW 3rd Ave, Suite 300 ONLY WITH WRB OVER PT Portland, OR 97204 " OVER SHINGLES WOOD SHEATHING ,yf i �`�ya FliiiIP Phone 503.287.6825 • PT2x4 PT2X4Fax 503.415.2304 , ;� Q�O� Fp R l. �~ ROOF ,-wt. _4 FRAMED WALL -•— ,Z 1 ' Pb Ili (OSB WALL SHEATHING,TYP.) ""'�' c% ROOF ROOF NAIL ON FLASHING UNDER 2X 6 River Terrace East EAVE BLOCKING,LEAVEIP* \ , I EXTEND ROOFING PAPER EXTEND ROOFING PAPER UNATTACHED AT BOTTOM So- 1 I UP THE SIDE OF THE UP THE SIDE OF THE INSTALLED UNDERNEATH.CAN BE Condominiums WALL A MINIMUM OF 6" ROOF VALLEY WALL A MINIMUM OF 6" _ _ (NOT SHOWN FOR (NOT SHOWN FOR CLARITY) CLARITY) EastClubhouse 20 OUTSIDE ROOF CORNER FLASHING 16 OUTSIDE ROOF CORNER FLASHING AT VALLEY 12 GABLE END DETAIL 4 HALF WALL East Side of SW Roy NOT TO SCALE NOT TO SCALE SCALE: 1"=1'-0" SCALE: 1 1/2"= 11-0' Rogers RD, Tigard, OR A8.06 A8.06 A8.06A8.06 SLOPE TOP 6"NP •_ r 6"TYP • NAIL ON FLASHING TYPE A BELLYBAND BEVEL TOP OF " NOTE FOR ALL STYLES: BEHIND 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 TO \DETAIL 2/A8.06 BEHIND METAL METAL FLASHING SEE TERMINATION POINT AT ALL LOCATIONS r. NAIL ON EXTEND 6"ABOVE FLASHING TO DETAIL 2/A8.06 TYPE A METAL FLASHING SEE I WALL WALL FLASHING EXTEND 6"ABOVE HEAD FLASHING DETAIL 2/A8.06 i Q, BELLYBAND TRIM BELLYBAND TRIM AND 3"BELOW,TYP AND 3"BELOW,TYP 1/2"X 2"X BELLYBAND io NN 1/2 X 2 X DEPTH MINUS 1/4 CEDAR /7 / \ BELLYBAND OR PT FURRING AT 16"OC J / DEPTH1/2"X 2"X / OVER NAIL ON FLASHING BENT TO 3"HOT DIPPED MINUS 1/4" BELLYBAND °`'- GALVANIZED CEDAR OR DEPTH MINUS '� WALL WALL ih 5/4 WOOD BELLYBAND 100 DEGREES DECK SCREWS PT FURRING 7 1/4"CEDAR 7to INTO FRAMING AT 16"OC OR PTto --�— 4 PLACES OVER NAIL ``�� FURRING AT •r ZN Polygon 16 OC OVER Tti BEVEL BOTTOM �0 FOLASHING ~~-... NAIL ON ��' OF BELLYBAND 10 Northwest FLASHING , ,� DEGREES kt ,../7 , BUG SCREEN `�� r►' ' ,/ WHERE REQUIRED y 703 Broadway Street, j\r-------- AREA OF USE: FLASHING TYPE A Suite 510 to Ilit .. . ---�'"""� otn slDE CORNER �- "' ,' • BELLYBANDS LLYBA DS Vancouver, WA 98660 DOWS WRAP AND WRB �/' • ALL EXTERIOR DOORS O • GARAGE WRAPS 5/4 X 4 MIN m • YL PENETRATION EXTEND WRB OVER BLOCKS WOOD RAIL BLOCK AT WALL -- O „� METAL FLASHING O FOR FLASHING JOINTS A I- OVERLAP FLASHING 6"AND O STEP 1 .c SEAL WITH SEALANT _z BENT TO U METAL TYPE A FLASHING OVER 100 DEGREES La EXTEND BELLYBAND EXTEND BELLYBAND �,, 3"HOT DIPPED O 6 MIN.AROUND CORNER IF6" ,,�■/� BELLY BAND.SEE DETAIL 2/A8.06 LAP WRB OVER " MIN.AROUND CORNER IF "'� � GALVANIZED DECK a' BELLYBAND IS TO TERMINATE BELLYBAND!S TO TERMINATE SCREWS METAL FLASHING WITH RUN ON ONE WALL ONLY WITH RUN ON ONE WALL ONLY `� 1/2"X 2"X BELLYBAND DEPTH �— 1 INTO FRAMING CEDAR OR PT FURRING AT 16" 4 PLACES INSTALL 1- STEP 1 OC OVER NAIL ON FLASHING is PIECE CORNER FLASHING OVER AREA OF USE: FLASHING TYPE B s' - - BELLYBAND WRB WRB LAP WRB OVER ``"��. COLUMN BASE SHOE a FLASHING,SET 8, METAL FLASHING ``-" �� DECK SURFACE • COMPLETELY ��`�� M/N 4, "'��-\,` • ANYWHERE 1/4"KICK-OUT IN SEALANT 6 /�^`�`.� INSTALL 1-PIECE ,'� �`�-,��` WOULD NOT BE BEHIND AND / `, CORNER WRB WRB �' ..: ACCEPTABLE OR AT BELOW /' (jjAIulikh.114111..P.-1~� FLASHING OVER / ``�-� LOCATIONS WHERE KICK- III � ` BELLYBAND .._5�.. . OUT COULD BE DANGEROUSALSO PLACE �� II ��/ 4• c �' :,<,vw„b FOR HOMEOWNERS TRIM OR SIDING,RAIN SEALANT TO �. OP I � � ,�/ I FLASHING,SET M!N ' `. ; SCREEN/WRO NOT 1-PIECE i O v,,�” 111j,�„1r� COMPLETELY IN i •`�� :`: SHOWN OR CLARITY CORNER ; -� O��I.aIlillib t SEALANT BEHIND ��•�� ^ :°.. .. pm' A al .` AND BELOW / ,; FLASHING ~` ?� "Aar ,' ��tl MINIMUM 2”PAST• EDGES ``.�� IIr S` WIDEST PART OF + ` i� % +t o. ALSO PLACE VIII III la {(r+ WRB i SEALANT TO '* I�IllloD� I�...� `.._ , ,�, i1-PIECE ��' "l�I�Illu• �'dl�' ��I�� ``�, SIDING OR TRIM ' T PER DETAILS i CORNER ��'��f// .�ql� p �`IIIP �, z i 3720 FLASHING Hlflll ``�I�I ^ 2" �, „ DISTANCE MAY VARY. tRIAN R.FLENER colir EDGES IIIB /•%%� II d 1 -'/ BUT NO LESS THAN 1 Ipin ��III ._J o Igllll�% I SLIP BUILDING PAPER TO END OF MATERIAL • �i 2Z�j¢� w N IIIIIOI0 UP UNDER APPROVED FLASHING OVER A(I TLANE�,{}}� /�_-::::: ::.::::_:::_::::::::::::/,z�_:::::_:r:.. __.....__.......-..._L� :.::.:_::.:::.::::.::::. >-•J j / NAIL ON FLASHING A -I i iv /// / r//////// MINIMUM OF 2" _ ' EXTEND BELLYBA dD ,. NAIL ON FLASHING BEHIND " 318 BLIND OF Q %��%� 6 MIN.AROUND CORNER METAL FLASHING TO EXTEND 6 „ HEMMED EDGE o / / 111111111k IF BELLYBAND IS TO ABOVE BELLYBAND TRIM AND SEALANT a 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 WHERE REQUIRED 5/4 X 4 MIN BELLYBAND IS TO TERMINATE SEE DETAIL 6/A8.06 FOR 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 co 18 DECK RAIL AT WALL CORNER 14I BELLYBAND FLASHING - INSIDE CORNER 10 BELLYBAND FLASHING -•OUTSIDE CORNER 6 BELLY BAND 2 HEAD FLASHING TYPES EI 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" 8 CL o METAL FLASHING ASPHALT SHIINGLE a 1 X 3 WOOD TRIM ROOFING OVER + 2 X 8 RAKE BOARD ROOF SHEATHING SIMPSON A35Z OR o H2.5Z AT EACH BEAM a INSTALLED PER MFR. U INSTRUCTIONS 8 TOP OF CORBEL l 5 03.21.18 Owner Revisions CHAMFERED PAST `� / # Date Description a� FASCIA!ROOF COVER rd /, _ Revisions a) TO 10 DEGREES rx L- JANUARY 12,2017 1-. Date ti T / BB,KB,SM .2 /-. X Designed By m EASE EDGES 1��""" 2 Author Drawn By U KNEE BRACE PER o DRAWINGS KJ,BB 0 Checked By z m PROVIDE HOT DIPPED 17857 a GALVANIZED OR STAINLESS N STEEL BRACKETS AND Project Number aEW 'r FASTENERS ONLY.PRIME • SHEET ALL FACES BEFOREA INSTALLATIONS OF 6rAILM, ■ 0 Q _ Sheet Num•er hi 5 WOOD BRACKET AT ROOF CONNECTION Copyright 2018© LE A8.06 SCALE: 1 1/2"=1'-0" If this drawing is less than 24"x 363,it has - } been reduced.Scale accordingly. a> a FIBER CEMENT PANEL �. MIN 4 FASTENERS MIN 4 FASTENERS SIDING i PER BAR PER BAR - hip- RAIN SCREEN -1 : FIBER CEMENT PANEL 3 i - / _ ALL FASCIAS AND BELLYBAND _ WRBOVER \ SIDING i i / \ LAP i ABOVE SHOULD SIT 1/2"PROUD ` ©- d METAL AND SAME RAN SCREEN i r i OF COLUMN CAPITAL s FLASHING { • SEE I8/A8.04&17/A8.07 j +4 WRB LAP OVER .- am 1 ,'i' 1 1 ' , ``,11 -- -� V ... . . FOR ADDITIONAL / METAL AND SAME i SEE 181A8.04 FOR i "' / i I z -- , WOOD TRIM(SEE ELEVATIONS) INFORMATION i � FLASHING =� , / '\ ADDITIONAL / -- -- _ METAL FLASHING TYPE C II % 1 a ...„.= SEE 1$/A8.04 FOR �-,r INFORMATION r i ^ SECURED STEELTE HOT DIPPED S STAINLESS FASTENERS PER 2/A8.06 j 1 3 ADDITIONAL i 1 \ ! ONLY I I SLOPED WOOD CAP -' + INFORMATION / it / i - .. WITH DRIP „---- { z -' FLASHING TYPE WOOD CORNERS Otak Architects, Inc I A FLASHING I METAL HEAD j / LEDGER / ��I ....r- UNDER 'SMOOTH' kt FIBER CEMENT !, 1 �--, FLASHING TYPE C ! If -EXTEND 112" _ • i GAP BETWEEN PAST COLUMN PANEL SIDING SECURE WITH =� 808 SW 3rd Ave, Suite 300 1 HOT DIPPED OR STAINLESS \•, 1 -' Portland, OR 97204 ��% o/' �� 1 FRAMING MEMBERS ON EACH SIDE STEEL FASTENERS ONLY NAIL ON FLASHING 2"MIN. ��% SLOPED WOOD i _� � AND TOP OF CONCRETE (SEE DETAIL -- -- - Phone 503.287.6825 BEHIND WOOD A \ CAP WITH DRIP -----"- i_ r 2/A8M6) -_ ^_ _ Fax 503.415.2304 BLOCK AND TRIM �,/ /'� ' Y OVER WRB PT 2 X BLOCKING BEVEL --' ALL EXTERIOR �, TOP 10 DEGREES •\ 1 I I ��SELFADHERED ,.' River Terrace East . . O BE MEMBRANE FLASHING, / j7 .: .. PT POST INSIDE COLUMN PRESSURE-TREATED LAP OVER BOTTOM OF I 4 d 1 d' Condominiums METAL Z FLASHING WRB MIN 4 I \ PT WOOD COL, • / . .� 4 TYPE A PER 2/A8.06 ; 1 \ SEE STRUCT / \_ j '/ WRAP SHEATHING WITH N /\/ . ,_ FIBER CEMENT ° it WRB East Clubhouse THIN BRICK STONE / 1 \ b / OATEY HYCO BARS, SIDING , � d 4.`1 IINSTALL IN DIRECTION VENEER ��, -.� '-�' ° , 4 SHOWN East Side of SW Roy MORTAR JOINT WHEREN• RAIN SCREEN c a )" • .,• ` - • • • FIBER CEMENT'SMOOTH' 4 MIXER VALVE STRAP REQUIRED ! ��` '. PANEL SIDING SECURE WITH A8.07 NOT TO SCALE Rogers RD, Tigard, OR MORTAR SETTING BED \i \•; ' j' . . .' HOT DIPPED OR STAINLESS USE ONLY HOT i STEEL FASTENERS ONLY v • \' DIPPED OR STAINLESS ' • / USE ONLY HOT. STEEL FASTENERS + WOOD CORNERS DIPPED OR STAINLESS VENTS 1-UPPER&1-LOWER / i ( il , , / ALL RAILS AND CONNECTIONS ARE TO BE BUILT AND STEEL FASTENERSX A PLACE ON NON EXPOSURE / k' \ � -''" / FLASHING TYPE B INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. , 1 SIDE OF COLUMN THIN BRICK/STONE l\ \ I - ;.V ,,-I • r''- / (SEE DETAIL 2/A8.06) ALL RAILS AND CONNECTIONS ARE TO BE DESIGNED TO VENEER `. d d ter' RESIST OSSC REQUIREMENTS. ALL LUMBER AND MORTAR SETTING BED /II . / PLYWOOD TO BE i ,� WOOD TRIM SECURED .- WITH HOT DIPPED OR SUPPORT FOOT PER COMBED SCRATCH COAT PRESSURE TREATED AT MORTAR JOINT ! STAINLESS STEEL MANUFACTURERS SPECIFICATIONS, . � COLUMN BASE. WHERE REQUIRED • DO NOT ATTACH FOOT TO DECK ,,,--'-'-'2 „----- K-LATH:ATTACH WITH 2"X • ~C ._ V \� ` • • /, • e ,/`. • FASTENERS ONLY `�__-__ " • WRB LAP OVER METAL FLASHING PREPARE SETTING \\ \ °`` ' d �� 5/8 CROWN(MIN)STAINLESS ,; 2"CLEARANCE TO �`' ` STEEL STAPLES AT MAX.6" PT PLYWOOD I BED PER VENEER /% / ELEVATION DECK OR CONCRETE ,,-� MANUFACTURER'S \ /4 STUDS 6 OCINTERVAL RTICALLY ON �\ \ PT POST \;; . . /*/' © /` !r, �.... Polygon ._- INSTALLATION USE ONLY HOT I y INSTRUCTIONS / a d PT POST .„---- DRAIN BOARD --- "-- \ ' \ DIPPED OR STAINLESS r MIN CLEARANCE ;' r//)7//////i)/7 /, Northwest {2)LAYERS 60 MIN GRADED STEEL FASTENERS AT BASE TO ° 4 `� .- �r . BUILDING PAPER OVER WRB \ \ PT 2 X 6 SILL PLATE PAVEMENT �,,,� RAINSCREEN OVER �� "Z-MAX"COLUMN �' z d , i 703 Broadway treat, -�._ ,,,/ N - d d i � WOOD SHEATHING Suite 510 EXTEND 1"PAST TOP \; BRACKET / SLOPE ! ° ; f WRAPPED WITH WRB Vancouver, WA 98660 OF CONCRETE = ' FIBER CEMENT �i -�� ALL PT FRAMING MIN SMOOTH PANEL / "^= INSTALL BUG SCREEN _ li► - :, :a:, 1 1/2"OFF CONCRETE / •� i i 1 PROVIDE PT FURRING/ . .`°` FOUNDATION d SIDING I 4"MINIMUM TO FINISHED GRADE i I F d 4 d , ' j FRAMING TO MAKE \, PT 2 X WOOD BASE TRIM - WEEP SCREED ° d 4 1 COLUMN REQUIRED •NCHOR RAIL THROUGH OR 2"TO PAVEMENT UNO = = . �-..`,� d ---/z-__ :___=:-__r:.....__ , M BLOCKING FOUNDATION WEEP SCREED - BUG SCREEN �_ �i � ///, ,L,/ , t DIMENSION PER MANUFACTURES OCK N )° ° _ ' ; - C �� WOOD CORNERS ° REQUIREMENT, USE ONLY HOT :� ". 2"CLEARANCE '. TO DIPPED AT II III I ,____._....i , ._...---.._.,-_. -____. ; y4. :sd �' BOLTS AND WASHERSET IN PAVEMENTII BASE FOR TRIM ' ___ . ..._._._.I _ ! „ FURRED OUT AROUND PLAN POST,ADD AIR VENTS AS SEALANT. ({ k( SEE 16/A8.03 FOR - 1- i ii i__ � • a,•°.' SHOWN IN BUILT-UP WOOD -< _ - 19 15 WOOD COLUMN 11STONE COLUMN 7SOLID COLUMN COLUMN DETAIL 15/A8.07 3 ADDITIONAL STONE ON FRAMING O U C U DECK RAIL INFORMATION A8.07 SCALE: 3"=1'-0" A8.07 SCALE: 3"=V-0" A8.07 SCALE: 3"=l'-0" A8.07 SCALE: 3"=1'-0" A8.07 NOT TO SCALE 6. Fi INSTALL 1 PIECE INSIDE 6. CORNER FLASHING 1-PIECE METAL SADDLE WRB FLASHING OVER WALL INSTALL 1 PIECE 4" PLACE SEALANT BASE FLASHING e v`'' -1* f� SELF ADHERED MEMBRANE FLASHING // 4"x 4"WALL TO DECK tDECK TO OUTSIDE CORNER TO SEAL EDGES FLASHING,OVERLAP JOINTS i PER DETAIL 6/A8,07,BUTT FLASHING MINIMUM 6"AT STRAIGHT �' WALL WALL 4ALL WALL SEE STRUCTURAL TO WALL&EXTEND BASE RUNS OF FLASHING FOR RIM AND WATERPROOF DECK PLACE SEALANT i�� BLOCKING REQUIRED - __ .`i COATING SYSTEM TO TO SEAL EDGES -..,,�,, PLACE BEAD OF I TOP OF FLASHING 1110111010,co pv.,/ 1111111 WALL � = ��. INSTALLING INSIDE � �. - 1' h �. i PT2XJOISTS n v /41111114g I11iI�'ti�� CORNER FLASHING (�� O�+Op�ii� � II .I I - N iii �,�• � Ics 3720 �",, :icy �o �� PLACE BEAD OF // .�� FrRIAI$l�.FLFFIR 0o SEALANT BEFORE I0 E) INSTALLING OUTSIDE G�% � ""�-i i SEE DECK URAL FOR • i2Lks N CORNER FLASHING �� . 0RTLAN ,OR N 0* ;�_-...._- \ i I CONNECTION DETAILS 4 4. co "� sj,10,s _..'•-... '.._.- 1 \ iv-, ••1 1 PT 2 X LEDGER F t . as ir _.1......._.t. OVER DECK SHEATHING WRB EXTEND TO ABOVE PT PLYWOOD FURRING DECK TO ABOVE WALL ♦` ` 1-PIECE INSIDE FLASHING EVERY IAC. .r Allt WOOD SLOPPED " ® ___..,.- \ LEDGER HEIGHT AT CAPOD SLOPPED I ,,.~-- ,' LAP FLASHING O R ' ,s,----_,_.,_ CORNER FLASHING Exterior Details t ► CN �i WOOD SKIRT TRIM WOOD SKIRT TRIM ' . ♦., `+ MINIMUM 3"AND SET FIBER CEMENT SIDING ~ ,►�� ► . �.t . .....z,.._..,A., ` IN SEALANT IPII' �" r :,_.. THIN BRICK/STONE VENEER y �� THIN BRICK/STONE ► r , • ; *A ',.--.--4-_.... T ` SIDING NOT SHOWN FOR ,� ♦ + .. -. ;--, \ V CLARITY ABOVE BASE 1' VENEER BASE ♦ K ..,.._.. • .. . ♦ DECK TO WALL FLASHING STEP 1 / STEP 1 ,,,,. \*. t t DECK FLASHING - INSIDE CORNER 2 WATERPROOF DECK COATING NOTE: 1-PIECE CORNER FLASHING 3 i. '-1,- . .'.__ O 3 � MAY BE INSTALLED OVER FLASHING ;� � • �• � -;"�-�..�`..J-r1,..._" A8,07 NOT TO SCALE A8.07 SCALE: 1"=1'-0" FLASHING OVER 3+ AS SHOWN IN BELLYBAND FLASHING `.,� � re \ DETAIL10/A8.06 �� • �� _ --._ • • e '‘.-----1- . .__ ?,_- - PRE-FORMED a r..' `•40:;t,'___._;i.- EDGE OF WRAPPED HALF-BOOT -- a4i TYPE C FLASHING SEE HEAD COLUMN,SEE SECTION A A TRIM PIECE#2 v, LAP FLASHING OVER �� /' 4" FLASHING DETAIL 2/A8.06 - 'i \ 2-PIECE o 1 PIECE OUTSIDE ♦ `� FLASHING BOOT c WRB WRB �' WRB WRB CORNER FLASHING �,� /� I.;. • ' 441010 • 1 AROUND COLUMN U MINIMUM 3 AND SET / / ♦�� :" : OVERLAP TRIM PIECE#2 \\ IN SEALANT I °�' i' .' I pt t(I ♦ 5 03.21.18 Owner Revisions ' .' �� q �� .-�^ MIN.2"OVER TRIM PIECE I '® AI i POST TO DECK 111 �� #1 IN THE DIRECTION OF , ro ,I SEE DETAIL Illlo Ik t, i 1 v.*' ..:_. < i/' � � ( It \/ ., � - ,.L,....r...- WATER FLOW .I � WRAPPED WITH # Date Description ,� t , 19/A$.07 �' �� % • d \ . 3" _ WRB p /,� �/ ``�� ` <.1 d �` i ��/ `�`1 1 r r1 "'�� M 7 i Revisions III _n.�''I► /� ".�' �` 4 ''` . �-' P M A8.07 VIIIi, hE�pI / LAP r� %' '� PRE-FORMED HALF-BOOT ��i111111101`- ,/ JANUARY 12,2017 rQ- \ �I��IN ;\� FLASHING OVER , ° �, �tS TRIM PIECE#1 ' ;9\14 �>' 1- 1 �� Date to '�� // \ i A.�', ,----BOOT AND DRIP FLASHING: I DRIP FLASHING OVER BOOT n '//f% '�" THIN BRICK/ _ d- i j ii ` EXTEND BASE COAT VERTICALLY '' i AT OUTSIDE CORNER BB KB SM '2 11%11140 %� 4" / STONE VENEER - DECK � `'� �� ``. TO TOP OF FLASHING � � � o MORTAR t' A �� 1 � i Designed By o 4/ia SETTING BED / , , - LAP FLASHING OVER ` Author `° � 1 PIECE INSIDE ''� , ` I To' s SCRATCH COAT �� •*✓� Drawn By CORNER FLASHING //4111141% ��► o WOOD SLOPPED ►�> 4 MINIMUM 3"AND SET a METAL LATH-SEE DETAIL 191A8.07 WRB OVER PT PLYWOOD ; ' " .5- KJ,BB V) CAP , ' ► IN SEALANT 1� .- FOR FASTENING REQUIREMENTS - SHEATHING SEALANT 3 MIN ��" r O. , EACH SIDE OF ,, ,I �" i Checked By ��► �, �/� A DRAIN BOARD/RAINSCREEN TRIM PIECE#1 3 MIN -- WOOD SKIRT TRI ,,,. ► MATERIAL % 17857 N y► 4 WOOD SLOPPED (2)LAYERS 60 MINUTE GRADE'D' Project umber EW 4- THIN BRICK/STONE p - CAP ,/ BUILDING PAPER OVER WRB SECTION A SHEET g VENEER BASE t, / 45 STEP 2 • WOOD SKIRT TRIM STEP 2 of NEW M OUTSIDE CORNER THIN BRICK/STONE / INSIDE CORNER COLUMN FINISHES NOT W a DETAIL A 2 VENEER BASE SHOWN FOR CLARITY - m Sheet Num her 17 STONE TRIM FLASHING (WATERTABLE TRIM) 9 BRICK/STONE VENEER INSTALLATION 5 COLUMN AT WATERPROOF DECK COATING SYSTEM Copyright 2018© u NOT TO SCALE A8.07 NOT TO SCALE A8.07 NOT TO SCALE irthis drawing is less than 24"x 36",it has } A8.07been reduced Scale accordingly. a> ` C4 31..........,____ A.-- I I 107/8" ? , air 1 1/8"PLYWOOD TYP FLEXIBLE I I ? AT TREADS WATER I ) CONNECTIONS I I 1/4"X 3"LAG OR om•••• .,,-,44.47,,',,„.-.4 -• '',•'--,• Iottw,C-/• ,4 0 Z - '# ____,......-- 1/2"PLYWOOD TYP I I I EXPANSION BOLTS .,--,;f-,-•4,o,,,;.-,--,,,,--, SI 0 AT RISERS (OR APPROVED IEQUAL) •,,•,...,-,,,ta ,44,.•-,‹•2-,,, ,-, co T--- ri---1 SEE SECTION 1 LIB 9 IT STRUCTURAL co cn 3/4"X 24 GA. I ' -------------- > WALL MEMBER Otak Architects, Inc -, < ROUGH OPENING= PLUMBERS i I il , _ i • * DOOR SIZE+3/4" . TAPE(OR 4"X4"BUTT HINGE WELD APPROVED d TO DOOR AND FRAME EQUAL) -- 808 SW 3rd Aye, Suite 300 STRUCTURAL • .' / 1"X-1"A 1/8"STEEL WALL ifi II ,....I I' Portland, OR 97204 ANGLE DOOR STOP -- . ,' • MEMBER Phone 503.287.6825 , ,.: , .. •, ,..-.7._ . _ Fax 503.415.2304 :-" STRINGERS,SEE / ' ..--""-----------------......___ ,": •<-> STRUCTURAL • II i- --- River Terrace East (2)LAYERS 5/8"TYPE I • - . -- - - "X"GYPSUM BOARD AT -- :1;r, 1 Q....,,,,, UNDERSIDE OF STAIR .. --- NOTE: AND LANDINGS,TYP 2"X2"X 3/16"STEEL 4" -t.-1.) SEE PLAN ANGLE FRAME DISTANCE FILL SPACE BETWEEN WALL Condominiums FROM AND WATER HEATER WITH WALL 2X BLOCKING WITH East - Clubhouse CUSHIONED FACE 12 INTERIOR STAIR RISER 8 WALL ACCESS PANEL DETAIL 4 WATER HEATER STRAPPING East Side of SW Roy A8.11 SCALE: 1 1/2"=V-O" A8.11 SCALE: 1 1/2"= v-o* A8.11 SCALE: 1"=V-0" Rogers RD, Tigard, OR . , NOTE . • SEE PLAN CAULKING AND RELATED MATERIALS SPECIFIED IN UL 1 SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE ROOF/CEILING Z P_ 1/2"PLYWOOD REQUIREED FIRE RATING. FRAMING SEE m < INSULATION BEDROOM . - CLOSET I STRUCTURAL --..... ... v/- BAFFLE,TYP * UL SYSTEM NO WL1001 AT METALLIC PIPE t.•'? 1,;(- . ' , , v DOUBLE 2 x UNLESS 2 x WOOD FRAMING MAY BE USED OR CONDUIT CONDITIONS ' ZNI uj 0 IN LIEU OF METAL FRAMING- IL. '''' u . , NOTED OTHERWISE ON MAINTAIN HEAD CLEARANCE 4 -74 z 1 x 3 TRIM,PAINT . ' -/ - STRUCTURAL Polygon 1-HR RATED * UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR _tr.__ li- g CEILING REFER TO PLAN AND COORDINATE W/MEC CONDUIT CONDITIONS 1 I z < < I ,• .. --,;------ ' 11111110 •' DRAWINGS ASSEMBLY \4' is/ Fs:12)OFFVITIDr SOmLIINDGBLOCpKING AT PIPE RISER b 1 I . C1I 1±11 0 *, BIFOLD DOOR TRACK Northwest , 'N _. IP 0 .. - -- - - — ,-- 703 Broadway Street, •• '‘\, I -PPP" I 11 , ,_ _ _ 3 4--- i. Ale ZZ/Ar /1-7/ /7L/ :-.1. '. ‘-‘,.. ,,,,„----____ 53, Suite 510 . II :1\ 11 <> ---- '41/ N ,.) (2)2 X 4 BLKG z-7 ".... co • z \-_,...,/ ‹...> AT EACH END --..,.... ......,„,........T GYP BD©JAMB BEYOND L.. , , \ X 20"X 30" 1-HOUR .-- • Vancouver, WA 98660 eu :, I\ 1 SEE SECTION BIFOLD DOOR au .1i.:. MANUFACTURERED co ' i ‘1469 N.. , vii ACCESS HATCH BEDROOM CLOSET I/\ 1 MECHANICAL , DUCTS,SEE V .. ' MECHANICAL SEE PLAN 4VIETAL ANGLES,TYP ' BLOCKING 5/8"GYP BD ON 7/8"METAL HAT• AT SOFFIT CHANNELS AND 2 1/2"METAL STUDS ' FRAMING 1 1 PLUMBING PENETRATIONS AT 1-HR WALLS 7 RATED ATTIC ACCESS HATCH 3 INTERIOR BIFOLD DOOR HEAD AT 24"OC W/METAL TRACK TOP& BOTTOM SUSPENDED FROM ____A______ . A8.11 SCALE: 1 1/2"=1'-0" A8.11 SCALE: 1"=l'-0" A8.11 SCALE: 3"=V-0" CEILING AND WALL FRAMING 1 4 , FIN FLR it SEE PLAN 26 GA METAL DUCT-FIRE 3/4"MIN WOOD I CAULK PENETRATION AT SHEATHING UNDER TUBFIRE PROTECTED/ 1-HR PROTECTED ' ' TENTED GYPSUM BOX, 17 SOFFIT AT MECH DUCTVVORK WR 5/8"'TYPE'X GYP BD (2)LAYERS 5/8"TYPE XGYP BD ON 2 x BLOCKING AT JOIST BAY ENDS, SEE MECHANICAL,TYP •: TUB/SHOWER AROUND TUB AT RATED . A8.11 SCALE: 1 1/2"=V-O" ENCLOSURE WALL ONLY,TYP ON 2 X FLAT FURRING AT FLOOR , SEE PLAN . , N ,N • N AND ON SIDES OF FLOOR JOISTS SEE SECTION .. 1 1/2"DIA CONTINUOUS A\ ' , , ' STAIN GRADE WOOD FILL VOID BETWEEN DRAIN "---"" • BEDROOM CLOSET HANDRAIL WITH METAL PIPE PER UL SYSTEM NO. ' I SEE , 1 1/2" SUPPORT BRACKET AT F-C-2204 \ PLAN DOUBLE 2X UNLESS . •• .rcue- 6.-0"OC MAXIMUM 3/4"PLYVVOOD OR 1-HR V-F•-4r1 N\ -52] OTHERWISE NOTED ON .. ,, 5/8"GYPSUM BOARD SEE SECTION WALL , STRUCTURAL DRAWINGS • '• 1) a. PATCH PER UL . Q Lr, 2 X 4 BLOCKING FOR ,, ,„ •, C11' 40 SYSTEM NO.F-C-2204 - . . , A . :. • 372 I „ -, , TYPE'X GYPSUM BOARD <.,,, <-> BYPASS DOOR TRACK CONTINUOUS AT ,, * & BRIAN R.FLEENER it , -= - V' , INTERSECTION OF , . . • . , • c° ATTACHMENT,TYP ---.....,Z;, • P-TRAP AT LT -- I , • ; , RATED WALL AND NON- , 0 • ,_ 1/4" . to (Min • cn O DRAIN I 0 I z LOCATION ' %MAK(/0 --- 1': III V - -, OF Oi'S < it,, IPIP, 1P,IP•ift,t Ifttilltt )c)m i x 3 PAINTED TRIM L.L.=\ ,•• SEE PLAN - • = =11 i i 15 A, L - 1 x 1 PAINTED TRIM , I-I : ,.., Z.) NON-RATED , . , EXTEND(2)LAYERS OF 5/8" / 1/2"x 3"NAILER ,.... ____ -_,....--- BYPASS DOORS TYPE'X'GYP BD PAST BLOCKING AT FLOOR Interior Details V TYPICAL FLOOR JOISTS, WALL : RESILIENT CHANNELS TO GYP FRAMING AROUND FAN, ../fr SEE STRUCT _".__IC__ BD CEILING,TYP ALL SIDES TYP GYP BD JAMB-TYP BAY FIRE CAULK AROUND FAN, /1 • TYP V co 16 INTERIOR STAIR HANDRAIL 14 PLUMBING TRAP AT TUB ENCLOSURE io 1-HR WALL INTERSECTION 6 FIRE WRAPPED JOIST BAY AT BATH FAN 2 INTERIOR BYPASS DOOR HEAD A8.11 SCALE: 3"= V-0" A8.11 SCALE: 1"=i'-o. A8.11 SCALE: 1 1/2"=1'-0" A8.11 SCALE 1 1/2"= 1,-0" A8.11 SCALE: 3"=V-0" o o re -a 0 1..... A\I to m O '')1 e --------- 1-HR ENCLOSURE:(2)LAYERS 5/8"TYPE EXTEND ATTIC • .to ,r„• -. ----------- FINISH SURFACE 'X'GYP BD W/FLAT 2 x 4 FRAMING AT INSULATION OVER71. : 1 = ‘, ------- „_ ---- ,. • . u , : , TOP AND ALL SIDES ENCLOSURE SEE PLAN — –1 -',. -------- :. TUB/SHOWER : \/ I , I a) - -'--• •.- .2- -. ,.k NAILER- AS REQUIRED , , ENCLOSURE V\ - /\ I . F. • OUTLET BOX,TYP 43 — -1 • ' •-, 0 0 0 0 JAMB SIMILAR-SEE # Date Description _, I _,:•-alk.. -" SEMI-RECESSED FIRE \- . -' / \I STRUCTURAL Revisions a SEE PLAN ' - --l'i - - - - - HEADER SIZE ;15 SEE 14/A8.11 FOR , > - AN6_ 2-: EXTINGUISHER _ _ 'cc :,::011W-„..._ t-:• CABINET-INSTALL INFORMATION AT APPROVED ._ — t:e t:LI w ,5,Fp- ,1 PER THIS LOCATION —--•-/\/ NONCOMBUSTABLE 4. / i 0 • \ JANUARY 12,2017 z ... 411111101 - - FACE OF FINISH AT 7,-;,1' '- • -:.:- - -1: 1`. ---- ce . D F•••-'--, PERPENDICULAR Date r-- ':,'ft.- :c MANUFACTURER'S FIRE STOP AROUND NI- - ----' • - -' ir, D N ALL MEMBRANE : 0 -\\ t--`\ iTh 7--- ' t , - ---- f----\ r•-'\ f ',„•-•-: . _ t•-- 0 '', -, ,,..ii= 4 -----N\ BB,KB,SM >- < 's AV:‘' PENETRATION,TYP " ---e- IL- u_ • F.: a2 j .. _.------,-----1---- z-----,,,,,_, 1 x 3 DOOR , o ce D -• 1 _, , Designed By I.° I-U Z > < '/.., -...- , • TYPE'X GYP BD AT , ' . 2 < a. • • _. -G CASING, PAINT o 2 ''', r:',"------ WRAP FRAMED ,,,,,--,,,, , RATED WALLS TO BE , b ut ‹I —x7,: . - ‘ 177 • - ‘ _ KJ,WY,NE,NM,ZD • as 2I %: ,_.- OPENING W/5/8" CONTINUOUS BEHIND SEE PLAN f so , i to • -5 i- ,., l';' • TYPE'X'GYPSUM TUB/SHOWER • , I Zsi N I ' • Drawn By ---, 0 , •:-•;' ':',' BOARD TO MAINTAIN ' ENCLOSURE ce 0 (= - ' I I ' - \ DOOR CASING,PAINT KJ,BB o 4-' VERIFY ', • •- 1 HOUR ASSEMBLY , , c• WITH MFR ';/Mb,. . , PROVIDE 3/4"PLYVVD z UNDERLAYMENT , , , , 4-71- . 1, INTERIOR DOOR, . _ __,i ,•:,,IF =,, INSULATION , ....... . ,, . . . . . , `,. _. , . . , _ , _., . ,, co UNDER TUB FOR 1-HR 1 7 '1=-• 1--- -jr"--"" SEE DOOR 17857 7,i' i wRATED,DOUBLE LAYER , 2x-CONTINUOUS SCHEDULE CNI J \‘.1. OOD FLOOR/ BLOCKING©ROOF 1:11 SEE SECTION Project Number -k-S• L.__ - ,,. ,--'. •- , - i CEILING ASSEMBLY a \, , % • FRAMING MEMBER,TYP ce . . '4 • O SEE PLAN ,,,: 7- il.----1\ i'_ TOP OF FEC TO BE I 1 I EXTEND ENCLOSURE GYP 4'-6"ABOVE FIRE CAULK AROUND co BD TO CEILING GYP BD, 0-, FINISHED FLOOR RECESSED FIXTURE,TYP ELETRICAUMEMBRANE TYP ALL SIDES - 173 • Sheet Number iii 15 SEMI-RECESSED FIRE EXTINGUISHER CABINET 13 RATED WALL & FLOOR AT TUB ENCLOSURE , 9 PENETRATION AT 1-HR WALL , 5 RATED RECESSED LIGHT FIXTURE 1 TYP INTERIOR DOOR HEAD (JAMB SIM) Copyright 2018© ir. ... A8.11 SCALE: 3"=V-0" A8.11 SCALE: 1 1/2"= V-0" A8.11 SCALE: 1 1/2"=V-0" • • A8.11 SCALE: 1 1/2"=V-0" • A8.11 SCALE: 3"=V-0ff this drawing Is less than 24"x 36",it has" ''..1 • been reduced.Scale accorcfingly. OL s GARAGE DOOR I I , - i .... _. 7 .4...... SEE -MI\--r... pPLALAMm coSiDuENATNEDRTB0A:KASNPDLASH, SECTION TYP(UNO) !••• ,-.. 0 _ OVERHEAD - I‘. 1 - „. --, ----- / ::it- , I SEE PLAN • / FRONT EDGE-TYP .• ••• -P',•4-•4A,,i1 =i*-': TRACKS -----.. 1--- = = -1.L - -.= - - - - - .= = = = I ---. Vi 1 L-1 :..- , \ 64717.**4 GARAGE DOOR -,....„.„...... 1 \ z ' , . , IN OPEN N z 1 w • 1_ ._ \ z 1 o I g"17- . / ig.14:14ifV.40 • POSITION -.. -_-../ .-j .•. • --,, T 4 VJ 0 co ' 1 ,..__ 7172.;,- INSULATE WRAP PIPES AS I METAL N z' 0 2 .,. / 1 -1 U.1 NOTED ON INTERIOR SUPPORT ,,,,,.. I N N / ELEVATIONS ANGLES :-._- = -_-=*'1 N-.,7-7- • U.1 CO , I- < •. i --1-.1---" ''iti Otak Architects, Inc FASTENED TO I 1 -. : . IPIPtiP ttIPIPtillit ft, , , ...--- 2"X 2"X 1/8"X1-8"LONG BRACKETS AT 3'..0"OC MAX(TO .z N . FLOOR JOISTS I / N I . ri.. NEXT BRACKET OR WALL OR BLOCKING - - -_ = - = /, = ....,:. = ,...--s, = = = = T = ,.. , . > m __.... .A L., PER MFR / • NCLEAT)SCREWED TO STUDS IN !I 808 SW 3rd Ave, Suite 300 REQUIRE- I / N 1 IP If ,,,,11111 ..--->:. . . WALL AND UNDERSIDE OF ,j,,I 2 MENTS 1 / N " -I"J . ce 1 . _„,--"' COUNTER-(3)SCREWS PER Portland, OR 97204 --: _ _..---... .-----...-__...- _,....- -- ---7/ N- - 1 - -- - ,.... ..--,., .. _ _ . . . a 6 1 LEG Phone 503.287.6825 JOISTS ABOVE --''''`•---.. I 77- -..__ NJ • „ „ .„ „ , „ , „ „ .. , , _ __ ___ / . .. . .. ,,. ,_ ,....„ ..., . _...,_ .. .. .. . 1.,... j Fax 503.415.2304 . .......... :' 'f., , AT LOCATIONS OF REMOVABLE CEILING . SEE WALL to _ DASHED-SEE SECTIONS -:'IP- r, , . CABINETS,SLOT CABINET BACK EN, ] BOX PRIOR TO INSTALLATION OF STRUCTURAL --.... •:-....--- -----., 0 -I.. >, ' v- , i-HR ,..- A8.12 i, BRACKETS FOR SUPPOR'T FLOOR • ' .......„...... BRACKETS IN ORDER THAT River Terrace East _ , _.,„,„...:1 CABINET MAY BE REMOVABLE " DO-OR FLOOR GYPSUM BOARD : . ' FIN CLG fi. OPENER FOR RATING TO BUTT SEE PLAN I: -S . _. _ , .. - 5, .,... 4 T , 5 -„. . .,,, “„-„ : ., t IN THE FUTURE /„/' ''' .. 8'-21`± .s,,,___. , ) TIGHTLY TO WALL TOP ' PLATES ,. - NON-RATED EXHAUST DUCT Condominiums , ....._ WALL BATHROOM EXHAUST FAN DOUBLE 2 X TOP PLATES East - Clubhouse 2x SOFFIT FRAMING 16 GARAGE DOOR & OPENER REFL CEILING PLAN 12 1-HR FLOOR/NON-RATED WALL INTERSECTION 8 SOFFIT AT BATHROOM CEILING FAN 4 COUNTER AT REMOVABLE CABINET East Side of SW Roy '• A8.12 SCALE: 3/8"= 1-0" A8.12 SCALE: 1 1/2"= v-on A8.12 SCALE: 1 1/2"=v-off A8.12 SCALE: 1"=V-0" Rogers RD, Tigard, OR ,:. MELAMINE SHELF L. 1'-2" ,:- W/FACTORY 1' 0" , . ; EDGE AT FRONT .• - ---. EDGE 5 ' . z \ f.,, -,.... Z '211 Polygon le, 1"DIA.WOOD ROD --, Northwest 0 -"-.„, 703 Broadway Street, .., • ct w ROD SUPPORT BRACKET _ Suite 510 ACCESSIBLE WATER CLOSET-LEASING OFFICE • 54"MIN TYPE A LAUNDRY EQUIPMENT Es Cj. WHERE REQUIRED 7 F-- .,.. -'- Vancouver, WA 98660 • 12" , 42"MIN < lx MDF CLEAT,PAINT -.' - CL • MAX • 40 ...;t" 39"-41" Li. PROVIDE INTERMEDIATE SHELFd • u.. ri.-1 < SUPPORTS WHERE REQUIRED 1lot -. Rril b _ -., • . 7 GYP BD,PAINT 36"MIN z •. 42"MAX 1 '6,) -. 0- --a" -2- 24 I -:: C-- 12" t b .• .• 1 1. MIN 14 (..) .. 1 f.7 TO CONTROLS 1 Er. -1 -71 ini }=) re 0._1_, 1-- ]:--) ., jl---- 1 0 I 3 CLOSET SHELF/ROD - ta,_ 1 ---...J-1 L 1 1 1 momma = I DISPENSER INSTALL A8.12 SCALE: 3"=1-0" "..- ' A/// PLACEMENT AREA ei, / PEDESTAL AS b 1 to ''t / 4,.. CI ....! MI 01 , ...J III NECESSARY TO 2 N----- .' FLUSH ...I • -I1 6 ' Z .1 ACHIEVE 15" to VARIES b 1.•<- 2 LEVER ON I -• i''•) co (-) all 2 •,,,t. MINIMUM TO BO .ct. L. ,-- w re re 4. co OPENING ' SEE PLAN •i. a (,) WIDE SIDE w r•- 0 • 111 OF WC 1111 . 6 6 , / , . 4 ...2..... 1".. re I 1'12 . . , , i .. •• b 3/4"MELAMINE SHELVING r r "i- ' ACC WATER REAR GRAB BAR SIDE GRAB BARS TOILET PAPER DISPENSER FRONT-LOADING WASHER/DRYER ;- WITH FACTORY EDGE AT CLOSET(WC) FRONT EDGE • . ._ , • E; TYPE A/TYPE B WATER CLOSET TYPE B WATER CLOSET(ALTERNATIVES1 . M A. . 1 x 2 MDF CLEATS AT WALL .,, -" .. , ti'a,a. 'Da , 11 _ cv . NOTE:GRAB BARS SHOWN FOR NOTE:PERMITTED WHERE LAV NOTE:GRAB BARS SHOWN FOR W/45 DEGREE ANGLE CUT AT - „ 0 REFERENCE ONLY,ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY,ONLY BLOCKING b FRONT EDGE,TYP • * . AI Lb ' ,4 ..- REQ'D REQ'D %-"-- 40"CLR 'a•L' f? ;-i 372, BRIAN R.FLEENER ei .. . co TO ACCOMMODATE • in -". . ' FIXTURE MOUNTING I I1.' y 1 • (RI 11 • Cs1 . 54"MIN i c._ I 24"MIN b %MILANO," i , 1. 6 _al -1" 36"MIN . 1. . izs „r i' • • , 18"CLR 18"CLR ,... ' . ' iti c_ c_ / 12" L. 42"MIN / , 12" 24"MIN t, 1 44 1 i `t._ .,-- OF cv 12" MIN 1 • MAX • i q.- , 5 3/4" ,t, 12" . e_ - . p 24"MIN 1, i 15 3/4" .1, 15 3/4" C".i I MIN y ' MIN • XI "r) 1. 1 1 tcT______ _________,:-.1 '''711 1.71 .________.:72:_.______,:::,71 IT', '-:.\-1- -1 •r,-. -,1 ., . ._%.,. ...i. H 16 1.1 1 -.. cr:_.7,.:- I r......:1,j-, - r 3±, • 1.2- ---r.J c::---- ------ i:-.-. --...... r , L - z_-,i F.,7.;:-.:3' _ 3• 11-11P r- i"-j ri Ll Zo Interior Details I H i A \.c. _LI i 1 1 L) 1 Ili _ . ZO J .-2. r1 , b (5,)Zo- . to 7 FLUSH I I I 1..„ _.....11 zo I 1 co co co co co, _J ri . 0, / • *T• t CO C.3 V tv) 2 LEVER QN 1 1 co 7,3 LEVER ON En‘i--, v il LEVER ON V .1- 0 WIDE SIDE § "c3 LEVER ON ),...Ti) 1.1.1 WIDE SIDE re re WIDE SIDE I WIDE SIDE I 6 OF WC I : 1 I OF WC „ co to 0 OF WC c:a Fp OF WC 0 111 CT) Ct 1-1) re I ill 2 UNIT SHELVING i • ...„, • 1 S • k. k., . • • • , 1-01' E STD WATER REAR GRAB BAR REAR GRAB BAR(ALT) SIDE GRAB BAR SIDE GRAB BAR SWING-UP GRAB BARS REAR&SWING-UP GRAB BAR A8.12 SCALE: 3/4"= o o CLOSET(WC) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) rt `5 • o is.. + TYPE B BATHTUB a) PREENGINEERED WOOD PLAM COUNTERTOP, 1-0" • 03 JOIST-SEE STRUCTURAL I____ AND TILE SIDESPLASH, r- ji it- 3 GARAGE DOOR - Ja •- m GARAGE DOOR I 1 METAL SUPPORT NOTE:GRAB A AND BACKSPLASH,TYP al,....* L. .:* ^:,....%'--. LI O PERFORATED . I ANGLE FASTENED TO BARS SHOWN 4"MAX- I ,_ 3**---: . : 0 INSTALLATION ANGLE ' . CEILING ANGLE PER FOR ,/ Z:'$) _------ INSTALL ELECTRICAL , 24"MAX „ 24"MIN ,_ 12" - ES FASTENED TO 1,>e,,I MANUFACTURER'S REFERENCE • OUTLET OR SWITCH 45 PREENGINEERED ..----...,\ REQUIREMENTS WITH ONLY,ONLY • MAX • A 1. BOX HORIZONTALLY # Date Description ii3 WOOD JOISTS OR { • MANUFACTURE'S VIBRATION ISOLATION ' BLOCKING REQ'D (A I i z'k. ir-611 • Revisions > BLOCKING PER ..... 24"MIN ix KIT OPTION II 2 , / , * _ SEE PLAN JANUARY 12,2017 .5 5d. MANUFACTURE'S . t * ‘1 IP ii REQUIREMENTS 11 Date t-- •a •- • 1,0 ''i c_ , co . • r..• ‹ I I BB,KB,SM . , C i i Er.•:', .c..--71 , *•-• } =------/ .(51 - - - -r "---e-'-- , . 6 • L _ _J Designed By o '!':--, L_\'''' ,, f.....1 "-LI ,_.4.. _i _ _ _ a . :\ tg1 o ' lek . . \, ..\____ GYPSUM '67 O 0 17,-2, (a LL- --.LI • ;) ID bo - WALLBOARD,TYP KJ,VVY,NE,NM,ZD • a GARAGE DOOR OPENER 0 C71- to , -6 6 'if) Drawn By 0 METAL SUPPORT ANGLE o o c? --i - '-'1 ,,, NN ___ 2 x 6 WOOD STUDS FASTENED TO GARAGE o \ I 61 b 1 , ©16"OC KJ,BB CO V-. er) >. , 0 ce 15 DOOR OPENER PER • •0 . 0000 ce w Checked By -•• Z MANUFACTURER'S ....___--- GARAGE DOOR • I Z.•":11 "‘ 0< c° 6 KITCHEN CABINET, • co REQUIREMENTS WITH OPENER .0 cc - • ce , • REFER TO INTERIOR 17857 5 CE. MANUFACTURE'S Pr •••...__ ___ _ _._ --." „... • , 5 ELEVATIONS FOR c.1 . Project Number tr. VIBRATION ISOLATION KIT ADDITIONAL TYPE A/TYPE B TYPE A/TYPE B 'TYPE A/TYPE B . ' INFORMATION OPTION . , . re BATHTUB (CONTROL WALL) (HEAD WALL) I ' -.-:. (BACK WALL) '.. •-->-<- •r ao co A8 a I 2 • . Sheet Number hi 17 GARAGE DOOR OPENER SECTION 5 FIXTURE MOUNTING 1 UNIT KITCHEN BAR Copyright 2018 @ LE 5A8.12 SCALE: 1"=1-0" A8.12SCALE: 1/2"=1-0" A8.12 SCALE: V'=1-0" f this drawing is less than 24'x 36", t has been reduced.Scale accordingly. a) rc •