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Plans (5) BU P2017 -00023 9 a i 10 lk . . .v . ., e a. t a , ','. i Alki .. Ve 11611ka Ce IE a St - . 0 Otak Architects, Inc - 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 MI) . . • Fax 503.415.2304 22 plex BU I id II ng J NM �� .ED River Terrace REQ' �,, JUL 1 o zoos PROJECT TEAM CIT., : East DRAWING SHEET INDEX VICINITY MAP � � ,,,,,,ARD � , BUILD/NG DIVISION OWNER/DEVELOPER GEOTECHNICAL ENGINEER ENVIRONMENTAL CONSULTANT Condominiums STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS PO YG•N NO"THWEST HARDMAN GEOTECHNICAL SERVICES HARDMAN GEOTECHNICAL SERVICES S.01 COVER SHEET A0.01 COVER SHEET-BUILDING 'B' A5.30 UNIT PLAN 3.1 SW Roy Rogers Rd. 703 BROADWAY STREET, SUITE 510 24560 SW MIDDLETON ROAD 24560 SW MIDDLETON ROAD S1.1 GENERAL STRUCTURAL NOTES A0.02 SITE REFERENCE PLAN A7.00 22 PLEX BASEMENT CEILING PLAN a VANCOUVER,WA 98660 SHERWOOD,OR 97140 SHERWOOD, OR 97140 S1.2 GENERAL STRUCTAL NOTES(CONT) A0.11 22 PLEX -BUILDING 'B' CODE A7.01 22 PLEX FIRST FLOOR CEILING PLAN = Tigard, OR 97223 PHONE: (503)221-1920 O PHONE: (503)822-5347 PHONE: (503) 530-8076 A7.02 22 PLEX SECOND FLOOR CEILING PLAN pL CONTACT:CHRIS WALTHER CONTACT: SCOTT HARDMAN, PE CONTACT: GREG SUMMERS &SPECIAL INSPECTIONS A7.03 22 PLEX THIRD FLOOR CEILING PLAN �2 S1.3 SCHEDULE AND NOTES ' .- CIVIL ENGINEER S2.0 FRAMING &SHEAR WALL MAP A1.01 CONSTRUCTION ASSEMBLIES A8.01 EXTERIOR DETAILS Gin _L S2.1A FOUNDATION PLAN-WEST A1.11 SCHEDULES A8.02 EXTERIOR DETAILS OTAK ARCHITECTS, INC. OTAK, INC. A8.03 EXTERIOR DETAILS 808 SW 3RD AVE, SUITE 300 808 SW 3RD AVE, SUITE 300 S2.1B FOUNDATION PLAN-EAST A2.00 22 PLEX BASEMENT FLOOR PLAN S1J�f SCROLLS FERRY RD S2.2A FIRST FLOOR FRAMING PLAN-WEST A2.01 22 PLEX FIRST FLOOR PLAN A8.04 EXTERIOR DETAILS r---S-W FRIENDLY LN PORTLAND, OR 97204 PORTLAND, OR 97204 A2.02 22 PLEX SECOND FLOOR PLAN A8.05 SITE DETAILS -- PHONE: PHONE: 503.287.6825 FAX: 503.415.2304 PHONE: 503.287.6825 FAX: 503.415.2304 S2.26 FIRST FLOOR FRAMING PLAN-EAST A8.065 EXTERIOR DETAILS A CONTACT:WAYNE YOSHIMURA CONTACT: MIKE PEEBLES 52.3A SECOND FLOOR FRAMING PLAN-WEST A2.03 22 PLEX THIRD FLOOR PLAN S2.38 SECOND FLOOR FRAMING PLAN-EAST A2.04 22 PLEX ROOF PLAN A8.07 EXTERIOR DETAILS CONTRACTOR LANDSCAPE ARCHITECT 52.4A THIRD FLOOR FRAMING PLAN-WEST A3.01 22 PLEX ELEVATIONS A8.08 CRAWLSPACE SHEAR WALLS S2.4B THIRD FLOOR FRAMING PLAN-EAST A3.02 22 PLEX FIRST FLOOR PLAN A8.11 INTERIOR DETAILS "OL'G. O" H E - C•M`ANY, LLC OTAK, INC. S2.5A ROOF FRAMING PLAN-WEST A4.01 22 PLEX BUILDING SECTIONS A8.12 INTERIOR DETAILS j Polygon 703 BROADWAY STREET, SUITE 510 808 SW 3RD AVE,SUITE 300 S2.58 ROOF FRAMING PLAN-EAST A4.02 TYPICAL CRAWL SPACE SECTIONS VANCOUVER,WA 98660 PORTLAND, OR 97204 S3.1 STAIR PLANS A4.11 EXTERIOR WALL SECTIONS ) CONTACT:PHOE: ( CHRIS WALTHER 03)221-1920 A CONTACT:HOE: 5 .287. 82 FAX: 503.415.2304 S3.2 STAIR PLANS A4.12 EXTERIOR WALL SECTIONS N\,, PROJECT SITE Northwest USE S3.3 STAIR DETAILS A4.13 INTERIOR WALL SECTIONS S5.1 FOUNDATION DETAILS A5.01 22 PLEX STAIR PLANS &SECTION � 703 Broadway Street, STRUCTURAL ENGINEER TRANSPORTATION ENGINEER S5.2 FOUNDATION DETAILS A5.02 22 PLEX STAIR PLANS&SECTION S5.3 FOUNDATION DETAILS A5.15 UNIT PLAN 1.3 O Suite 510 0 Vancouver, WA 98660 FROELICH CONSULTING ENGINEERS, INC. KITTLESON AND ASSOCIATES, INC. S6.1 FRAMING DETAILS A5.16 UNIT PLAN 1.3-TYPE B to 6969 SW HAMPTON STREET 610 SW ALDER STREET, SUITE 300 S6.2 FRAMING DETAILS A5.17 UNIT PLAN 1.4 13N TIGARD, OR 97223 PORTLAND, OR 97205 S6.3 FRAMING DETAILS A5.18 UNIT PLAN 13 PHONE: 503.624.7005 FAX: 503.624.9770 PHONE: (503)228-5230 FAX: (503)273-8169 S7.1 ROOF FRAMING DETAILS A5.21 UNIT PLAN 2.2 N A CONTACT: FARAMARZ DEAN AZIMI CONTACT:JULIA KUHN S7.2 ROOF FRAMING DETAILS A5.22 UNIT PLAN 2.2-TYPE B 0 A5.24 UNIT PLAN 2.3 A5.25 UNIT PLAN 2.3-TYPE B A5.26 UNIT PLAN 2.4 A5.28 UNIT PLAN 2.5 (*SC COPY UNIT MIX GENERAL NOTES ABBREVIATIONS SYMBOLS # NUMBER GA GAUGE, OVFL OVERFLOW 2 • ASSEMBLY TAG 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS & AND GYPSUM UNIT TYPE PER UNIT WITH UNIT WITHOUT NUMBER SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC.CLIENTS ONLY. IT HAS BUILDING TYPE BEDROOMS STORAGE/DECK(SF) STORAGE/DECK(SF) DECK AREA(SF) UNITS/BLDG BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED q CENTERLINE ASSOCIATION PASS PASSAGEWAY O FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN AC ACRE GAL GALVANIZED PERF PERFORATED, WINDOW TAG CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR AED AUTOMATED GB GRAB BAR PERFORATE 12 PLEX-DOWNHILL- 15,404 SF, 12 UNITS&2 BUILDINGS-BUILDINGS D&G EXTERNAL GPM GALLONS PER PLAM PLASTIC LAMINATE DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. DEFIBRILLATOR MINUTE PL PLATE, PROPERTY 1.1 1 700 637 63 2 INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND AFF ABOVE FINISH GYP GYPSUM LINE RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR 1.1 -B 1 687 628 59 1 LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER FLOOR PLYWD PLYWOOD q1 CONTAINED HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS ADJ ADJUSTABLE HB HOSE BIB PNL PANEL DOOR TAG OFFICE COPY 1.2 1 687 619 68 2 RESERVED. COPYRIGHT 2016. AHU AIR HANDLING UNIT HC-PHB HOLLOW CORE- PNT PAINT N ALUM ALUMINUM PRIMED PR PAIR C 1 1 cc 1'2-B 1 687 687 68 1 APT APARTMENT HEADBOARD PRE-FIN PREFINISHED NORTH ARROW 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN HDR HEADER PRE-PR PRE-PRIMED N 2.1 2 994 930 64 2 I OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, `� SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS,SPECIFICATIONS, BD BOARD HOW HARDWARE PT PRESSURE 2.1 -B 2 992 930 62 1 ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED BR BEDROOM HM HOLLOW METAL TREATED, POST BDRM BEDROOM HORIZ HORIZONTAL TENSION . ,. '� AFTER EXECUTION OF THE CONTRACT. BLDG BUILDING HR HOUR 1 DETAILTAGSsi 3.2 3 1,232 1,164 68 2 BLKG BLOCKING HVAC HEATING R RISER, RADIUS ( 1 ) 8.0 A8.01 'r' 3.2-B 3 1,232 1,164 68 1 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY BM BEAM VENTILATION RD ROOF DRAIN J 3720 • hi SUBCONTRACTOR,DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A BOT BOTTOM AND AIR REF REFERENCE T BRIANS, �� 0 12 PLEX-UPHILL- 13,564 SF, 12 UNITS&2 BUILDINGS-BUILDINGS C&H CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND CONDITIONING REFR REFRIGERATOR A3.p2 3 0 1.1 1 747 683 64 2 CIP CAST-IN-PLACE READ REQUIRED EXTERIOR ELEVATION TAG �,ffOt$ • a. COORDINATION. OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING CJ CONTROL JOINT IBC INTERNATIONAL REST RESTROOM 1.1 -A 1 747 683 64 1 AND CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS ' ' • %OF R7I~ �$ ,(} CL CLOSET BUILDING CODE RM ROOM EXCEPT AS SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY 1D CLG CEILING ICBG INTERNATIONAL RO ROUGH OPENING 1.1 -B 1 733 674 59 1 OTAK AND THE OWNER. CLR CLEAR(ANCE) CONFERENCE OF 0 1.2 1 733 665 68 2CMU CONCRETE BUILDING SAME SELF ADHERING 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING 1C A5.11 1A INTERIOR ELEVATION TAG THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE UNIT MASONRY OFFICIALS MEMBRANE FLASHING 2.1 2 1054 990 64 2 ARCHITECT'S CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH CPT CARPET IN INCH SD SMOKE DETECTOR Cover Sheet 2.1 -B 2 1050 988 62 2 WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. COL COLUMN INFO INFORMATION SF SQUARE FOOT 1B UNLESS INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECTS COLS COLUMNS INSUL INSULATE(D), (ION) SHTHG SHEATHING e 3.2 3 1,303 1,235 68 2 CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL CONT CONTINUOUS INT INTERIOR SIM SIMILAR RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN CONC CONCRETE SPEC SPECIFICATION - BUILDING SECTION TAG Building J -E 21 PLEX-28,296 SF, 21 UNITS&2 BUILDINGS-BUILDINGS E& F ADDITION TO THE COPYRIGHTS. CORR CORRIDOR JAN JANITOR'S CLOSET STD STANDARD JST JOIST STL STEEL A4.01 1.3 1 705 645 60 2 D DRYER STOR STORAGE REVISION �°, 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, ,/ 1 1 1 �I 1.3-B 1 705 645 60 1 STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER DBL DOUBLE KIT KITCHEN STC SOUND :9 DF DRINKING TRANSMISSION o ELEMENTS RESULT IN CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR FOUNTAIN LAM LAMINATE CLASS 1 WALL SECTION TAG @} I 1.4 1 701 641 60 2 TO COMMENCING ANY WORK OF ELEMENTS RESULTING IN CONFLICTS. rY DIA DIAMETER LAUN LAUNDRY STRUCT STRUCTURAL �4.1� ro ( 1.4-B 1 701 641 60 1 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT DIM DIMENSION LD LOAD SV SHEET VINYL C PARKING PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF DN DOWN LGT LIGHT _ - ----f� ELEVATION DATUM 2.2 2 990 929 61 2 DR DOOR LIN LINOLEUM T TREAD �+ a' CONFLICTS OCCUR,NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL DRAWINGS p5 DOWN SPOUT TEMPERED OFFICE COPY cc 2.2-B 2 990 929 61 1 FOR FINISHED GRADES ADJACENT TO BUILDINGS. aa DU DWELLING UNIT M MASTER T&G TONGUE& 2.3 2 997 922 75 2 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO DW• DISHWASHER MAINT MAINTENANCE GROOVE A."� GRID LINE!GRID BUBBLE COY 0�7'Y'j(`, PROCEEDING WITH THE WORK. DWG DRAWING MAIL MATERIAL TB TOWEL BAR REVIfp FUR CODE COMPLIANCE = 2.3-B 2 996 922 74 1 MAX MAXIMUM TEL TELEPHONE 4 03.21.18 Owner Revisions 0 2.4 2 1,003 929 74 2 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE EA EACH MOF MEDIUM DENSITY THK THICK, Appro ] 3 03.20.18 Structural Revisions EJ EXPANSION JOINT FIBERBOARD THICKNESS ROOM NAME ROOM TITLE DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO EL ELEVATION MECH MECHANICAL TO TOP OF OTC: i I - 2 04.27.17 Plan Check Responses 0 2.4-B 2 1,003 929 74 1 PROCEEDING WITH THE WORK. ELEC ELECTRICAL MEMB MEMBRANE TP TOILET PAPER 1 04.26.17 Project Coordination ELEV ELEVATOR MFR MANUFACTURER T/S TUB/SHOWER 0 TEMPERED GLAZING Pcrir�t �� [1 Imo- ��j m 2.5 2 971 908 63 2 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS # Date Description v, EP ELECTRICAL MIN MINIMUM TYP TYPICAL Address: '= - AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF 0' 2' 4' 8' ... Revisions 2.5-B 2 971 908 63 1 PANEL MIRK MIRROREDt 1-A-1-4k) S l� {<�. _ CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS Suite #: ARE COMPLETED. EQUIP EQUIPMENT MISC MISCELLANEOUS UL UNDERWRITERS GRAPHIC SCALE m 3.1 3 1,308 1,243 65 2 B �7_f� January 12, 2017 EQ EQUAL MO MASONRY LABORATORIES, y: Dates zjj_` w EXIST EXISTING OPENING UNLIMITED W Date 0 3.1 -B 3 1,308 1,243 65 1 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, 12 FACE OF MASONRY, GRID/COLUMN LINE,CENTERLINE OF ELEMENT, EXT EXTERIOR MTL METAL UNO UNLESS NOTED n tii 22 PLEX 28,269 SF,22 UNITS &2 BUILD OTHERWISE / ' \ REVISION TAG AND CLOUD BB, DG, NE BUILDINGS BUILDINGS B&J- COUNTERTOP EDGE,OR NOTED. o FCP FIBER CEMENT N NORTH UNOCC UNOCCUPIED Designed By � 1.3 1 705 645 60 2 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION PANEL NA NOT APPLICABLE it FD FLOOR DRAIN NO NUMBER VCT VINYL 1.3-B 1 los 645 60 2 OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND FEC FIRE NR NON RATED COMPOSITION TILE • SWIMMING POOL (INCLUDING A REPORT REGARDING THE EXPECTED QUANTITIES OF DG, NE, NM SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, EXTINGUISHER NTS NOT TO SCALE VERT VERTICAL Drawn By 1.4 1 701 641 60 2 OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS CABINET VRFY VERIFYI.- HAZARDQUS MATERIALS TO BE STARED, AND THEIR LOCATION BASED ON OSSC TABLE 1.4-B 1 701 641 60 2 EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES FIN FINISH OC ON CENTER VS VERSUS 307.1 (1) WITH EVALUATIONOF OSSC 4.1.4 IF APPLICABLE. KJ (CLEARANCES REQUIRED)FROM THE MANUFACTURERS PRIOR TO En FLR FLOOR OCC OCCUPANT(S) PLUMBING SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) Checked By 3 2.2 2 990 929 61 2 CONSTRUCACCESSORTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND END FOUNDATION OCCUPANCY(IES) W WASHER MECHANICALIHVAC SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) 0 2.2-A 2 987 926 61 1 FOF FACE OF FINISH OLF OCCUPANT LOAD WI WITH 17857 FOS FACE OF STUD FACTOR WD WOOD • ELECTRICAL SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) 0 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FOW FACE OF WALL OPP OPPOSITE WH WATER HEATER • LIGHTING (INCLUDING COMCHECK COMPLIANCE FORMS) Project Number .E 2.2-B 2 990 929 61 1 SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FT FEET ORD OVERFLOW ROOF WIN WINDOW ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE • FIRE SPRINKLERS, FIRE SPRINKLER, FLOW ALARM 2.3 2 997 922 75 2 FTG FOOTING DRAIN WP WATERPROOF FLOOR JOISTS E, SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED • N 2.3-B 2 996 922 74 2 ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY OSB ORIENTED WR WATER REVIEWED FOR AO III 0 1 D ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS STRAND BOARD RESISTANT • ROOF TRUSSES O 2.4 2 1,003 929 74 2 OR RATED ROOF/CEILINGS SHALL BE LOKE SEALED. WRB WATER RESISTANT • FIRE STOPPING CODE COMPLIANCE Sheet Number ai BARRIER • METAL GUARDRAILS AND HANDRAILS Copyright 2016 it 2.5 2 971 908 63 2 1 13. PROVIDE CAST IRON VERTICAL WASTE LINES IN UNIT PARTY WALLS, RADON GAS MITIGATION SYSTEM • If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. 3.1 3 1,308 1,243 65 2 TYPICALA • CRAWL SPACE VENTILATION SYSTEMS cc • SITE AND EGRESS LIGHTING TOTAL UNITS SERVED BY AN ACCESSIBLE PATH&ENTRANCE(PER 1107.7.1) ACCESSIBLE UNIT TYPE'B'PROVIDED ACCESSIBLE UNIT TYPE'A SUMMARY BIKE PARKING SUMMARY SITE REFERENCE NOTES (SEE FLOORPLANS FOR LOCATIONS) BLDG UNIT COUNT TOTAL ACCESSIBLE TYPE B UNITS PROVIDED NOTES BLDG TOTAL TYPE B . 0 a THERE ARE A TOTAL OF 141 APARTMENT UNITS BASEMENT FIRST FLOOR UNITS REQUIRED BASEMENT FIRST FLOOR \ UNITS NOTES ON THIS SITE. PER OSSC 1107.6.2.1.1,AT LEAST BLDG BIKE PARKING PROVIDED 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. A 0 1 1 CLUBHOUSE BUILDING A 0 1 / 1 2%OF UNITS ARE REQUIRED TO BE TYPE A. I A 0 CUSTOMER COMPARTMENT REACH RANGE MUST BE B 4 4 8 B 4 3 \\ �/ 7 THEREFORE, 3 UNITS (141 X.02)ARE REQUIRED. I B 16 WITHIN 48"AND 28"AFF. SEE 41A8.04 FOR ADD INFO. r WE HAVE DESIGNATED 4 UNITS AS TYPE:A. } C 2 2 4 C 1 2 i 3 C 6 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL D 0 4 ‘/ 4 BASEMENT LEVEL ARE GARAGES I D 6 SERVICE THAT MAILBOXES COMPLY WITH USPS D 0 4 4 BASEMENT LEVEL ARE GARAGES �\ BLDG TOTAL TYPE A UNITS PROVIDED E 0 7 7 BASEMENT LEVEL ARE GARAGES 4 BASEMENT LEVEL ARE GARAGES E 16 REQUIREMENTS. ALL MAILBOXES SHALL BE AF II F 0 7 \ F 16 FLORENCE 1570-16SDAF. i- NIA BUILDING IS NOT SERVED BY ACC PATH FROM PARKING BASEMENT FIRST FLOOR I ` Qtau n +eCtS F 0 7 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING G 0 4 /r \ N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING I G 6 , F nC G 0 4 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING H 1 / \ 1 BASEMENT LEVEL IS NOT SERVED BY ACC PATH FROM PARKING A NO BASEMENT 0 I H 6 3. SEE SITE DEVELOPMENT SET FOR ADDITIONAL INFO. 808 SW 3rd Ave, Suite 300 H ` = ‹ ' ~ 2 2 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING J — _ 3 r� 3 BASEMENT LEVEL IS NOT SERVED BY ACC PATH FROM PARKING B 0 1 J 16 4. SEE CIVIL FOR ADA PARKING INFORMATION Portland, OR 97204 J v 4 4 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING TOTAL /� \ 23 C 0 1 I TOTAL 88 Phone 503.287.6825 TOTAL 30 0 0 o Fax 503.415.2304 30 X.75=23 25%OF SITE AREA EXCEEDS 10%SLOPE, 75%OF SITE IS LESS THAN 10% LEGEND TOTAL(ADJUSTED) E 0 0 . PER OSSC 1107.7.4 SLOPE. THEREFORE, A FACTOR OF.75 IS PERMITTED IN CALCULATING THE TOTAL COUNT.THIS RESULTS IN 23 TYPE B UNITS BEING REQUIRED. (OSSC 1107.7.4) F 0 0 11111ii1sli01114,41, ACCESSIBLE PATH • - G0 0 H 0 1 River Terrace • - J 0 1 _ - - East ___ _____ ____ ____ __ ____ ,� Condominiums _ SW Roy Rogers Rd. _ TRASH ENCLOSURE- _ _ — — • — — — — — _ ,` Tigard, OR 97223 f_7,,..i. SEE TRASH ENCLOSURE _ _ — TRASH ENCLOSURE- _ �' DRAWING SET �. — — — —_—____——_ —— _ —_ — _ -�� :, SEE TRASH ENCLOSURE --- _ _ —!_____—___ — _ _ _ DRAWING SET . ... , , , . c 1 - ii eh=:-- L , , (,..7-_, ,. , , r—1 / _ �sa� by -, Y Li' i N C j 42` 10 112" BLDG H lL P�'``P4 - fi%r '� f I C 12 PLEX UPHILL Polygon -,‘ ���oP��Q� ow,/' I { I o C BLDG F I I I Northwest �JG - �' I D I �►i • �,° ,o �' '✓ #• i I 703 BroadwayStreet, sE�S�oR� .- // • 11 C I 21 PLEX \ ,I • 3II I I a* [1 C I Suite 510 • TRASH ENCLOSURE- I __ I Vancouver, WA 98660 / \ SEE TRASH ENCLOSURE • . �• 'bill c II ! I / DRAWING SET I It C I I I I / . / fig'-0114" �I I r II � \ \ -- BLDG B BLDG D el C y,�. • .i i L_J I • 12 PLEX DOWNHILL I � I � _ C 22 PLEX 110) '3 A I f �' PICNINC ,i�: {r` L ' 14,:.'.11, ) \ L-: H _/ `7 I COVERING q; L -I _I . . { t r^ I Illr / / C I 11 0 •: " ; /lf ,+• .:•1. .•IIS' [ •: +: 14:11 } i1 ' f "4 �� '.. art, SEE CIVIL FOR I ( I . . I{• � ADA PARKING •611- \ / li ! ., I 41`,1,-'._=.!,411. � ; 1.':: 1!•{{� f �ry'r'1' ' r4.1 �" DETAILS Ijr \ '; / u I I�, '1 .,� i __ a 4 a. .1"..f LiL1 1N,1.H I F a' \ \\„\ °r, C I + C I:; ' lfllf ` VIII dIIII "III i I I I 0 :Tr C 11 I ,, . L . .• \ \ �l s �_."���+� ! Imo' 1 . 0 O - „ Is ;Jig �. + �� - ---C---fl �, � lel II_ .._ _ � 2 \ /' BLDG A I ,t, . , F:�.�- I .�!Al. _ _ _ ] + ¢ // I( I \ ,y.__.n.,� / CLUBHOUSE IJ � 1t:�' t_ I 0 In: 9" C Q c;t.i �; �. ■c7"^ I�; t�".�,• BLDG E I C21 PLEX / r ��! grOPill .i --. •--Ir•'' . 1 BLDG J \ \ s .� ��1/ Ili I �� I I �. ._,�.. r ;. s ;. : l 22 PX I +��� �I I d• i d/ r �' \ / 1 I, C +I I I �I ('. 75'-81 IT2Q J cw n MAIL BOXES C [� I II ' + i •',� �' 5EE 41A8.04 i BLDG C C I . {} �pS • I I ► fLJ�I Fl l:� L[l�`° \ / `\ ; I C 12 PLEX UPHILL I + I Io ,L- + • C + y f I 1 1,� f"7\ 1 .: �z \ \ \ '.. " ll I�`. ' • I E . G C f + C FDRTLAND, OR . ,, IIf7;I j ILII �/�/' \ \\ \ ..+ . e • . ' , +i ' C - sr�•j i ♦ I I I !! C ` ,� I -• •. L - + ` C V Lam. T \ \ �►v : . . • . ._ . . _...B 74AL.400444 3 C I I BLDG G °� + C xty �. .r I [I \ \\ ,> ' : . �. 'h f+j '� �; C ! ; C 12 PLEX DOWNHIL ; I I`t1. II \ \ SI:. -• ' POOL I tit C ^ 1 c Slte Reference 'A \ \ _� AREA .,. r Ir '. Ir + C I / \ \ \ * b �'Q{ '1 ; ''� ! I ' C I / \ \ \7 \ \\ `, ...` I r.. Y a,E;:i. .. "4.1. I ' .�..�..Y• , , {-T III C I _ I Plan E / \ I�• \\ •� t . O T 7 ♦ . r ,. . ... , 1 i •-,.. — . , . , i'-"N I L J UUU{{{ / \ l � ) C / _ I C Y \ N \ — �5ii t__ _..- frripiri . '-' i , C to / \ — ---- / i Z___ — \ \ \ .; ., _ --_•_____ . I — _ _ col \ — �' _ — I __ ,-- f > \\ \ \ / — SEE CIVIL FOR CROSSWALK _ — — — — - .' \ - ADA PARKING PAVERS, SEE - - ---_ - - _ - - - - - \ _ _ \ DETAILS SITE DEVELOPMENT TRASH ENCLOSURE- I - - i ‘41),\ \ \ PACKAGE SEE TRASH ENCLOSURE PROPERTY LINE \\ It DRAWING SET ‘ U Lu \\\ � # Date Description m \ \ I o Revisions "5 \ , \ January 12,2017 0° \ \ Date w U \ E \ BB, DG, NE a) \ \ \ I Designed By it \ ri \\ \ \ ' Drawn By M 00 \ F--c° _i KJ w \ Checked By � � 1 E 17857 Project Number 0 Y1.1.1111=1111.1.1 A0102 45. , 0' 15' 30' 60' 1 SITE REFERENCE PLAN Z m A0.02 SCALE: 1"=30'-0" U Sheet Number ei Copyright 2016© it If this drawing is less than 24"x 36",it has I been reduced. Scale accordingly- tY GENERAL INFORMATION BUILDING "EXITING" - TABLE 1021.2(1) 0 a PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 OCCUPANT LOAD EXITS REQUIRED EXITS PROPOSED PROJECT DESCRIPTION: MULTIFAMILY APARTMENT BUILDING WITH 22 UNITS BASEMENT 28 2 2 FIRST FLOOR 38 2 2 PROJECT ADDRESS: EAST SIDE OF SW ROY ROGERS ROAD,TIGARD, OR SECOND FLOOR 35 2 2 BUILDING CODES THIRD FLOOR 35 2 2 Otak Architects, Inc • 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) • ICC/ANSI 117.1 2009 NOTES: 808 SW 3rd Ave, Suite 300 • MECHANICAL, ELECTRICAL, PLUMBING AND ENERGY CODE • EGRESS WINDOWS ARE LOCATED AT EACH BEDROOM, SEE WINDOW SCHEDULE,A1.11. Portland, OR 97204 • FIRE SPRINKLER CODE-NEPA 13R • BUILDING EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM PER OSSC 903.3.1.2. BUILDING "CONSTRUCTION" DATA • EXIT ILLUMINATION&SIGNAGE PER CODE REQUIREMENTS (ELECTRICAL DESIGN BUILD) Phone 503.287.6825 Fax 503.415.2304 CONSTRUCTION TYPE(S)USED IN BUILDING TYPE V-B V-B ALLOWED PROPOSED BUILDING "FIRE DETECTION AND SUPPRESSION" BUILDING HEIGHT(PER OSSC TABLE 503&504.2) 60'-0" 52'-6" PROVIDED REQUIRED PER TYPE/CLASS/AREAS OF COVERAGE STORIES (PER OSSC TABLE 503 W/504.2) 3 3+ BASEMENT FIRE ALARM SYSTEM YES YES River Terrace OSSC 907.2.9.1 EXCEPTION#2 BUILDING "OCCUPANCY" DATA SMOKE ALARM SYSTEM YES YES-OSSC 907.2.9.2 PER OSSC 907.2.11 East OCCUPANCY CLASSIFICATION GROUP(S) R-2-RESIDENTIAL S- -STORAGE -AUTOMATIC SPRINKLER SYSTEM' YES YES OSSC 903.2.8 NFPA 13R S-22-GARAGES STANDPIPE SYSTEM NO NO-OSSC 905.3.1 - Condominiums OCCUPANCY SEPARATION R-2/S-1, R-215-2, S-115-2 : 1 HOUR VISIBLE ALARMS YES NO-OSSC 907.5.2.3.4 COMMON AND SW Roy Rogers Rd. PUBLIC AREAS BUILDING AREA SUMMARY AUDIBLE ALARMS CAPABILITY TO YES-OSSC 907.5.2 THROUGHOUT Tigard, OR 97223 SUPPORT OCCUPANCY GROUP S-1 S-2 R-2 TOTAL FIRE EXTINGUISHERS YES YES-OSSC 906 NOTED ON PLANS BASEMENT 786 SF 3,077 SF 3,863 SF •EXTERIOR DECKS/BALCONIES AND STORAGE ARE NON-RATED AND SPRINKLED FIRST FLOOR 186 SF 2,491 SF 3,077 SF 5,754 SF SECOND FLOOR 6,148 SF 6,148 SF OCCUPANCY VENTILATION REQUIREMENTS THIRD FLOOR 6,137 SF 6,137 SF IFLOOR AREA(SF) REQUIRED PROVIDED VENTILATION AREA(SF) VENTILATION AREA(SF) TOTAL 972 SF 2,491 SF 18,439 SF 21,902 SF UNITS 1.3, 1.3-B, 1.4, 1.4-B ALLOWABLE PER FLOOR FOR R-2 OCCUPANCY 22,522.5 SF (SEE NOTE BELOW) Polygon LIVING/KITCHEN/DINING 429 17.16 1 38.89 NOTE: BEDROOM 146 5.8415 Northwest ALLOWABLE AREA PER STORY W/INCREASES:Aa=At+(At x If)+ (At x Is) At=ALLOWABLE AREA PER TABLE 503=7,000 SF UNITS 2.2,2.2-A, 2.2-B,2.3, 2.3-B, 2.4, 2.5 If= INCREASE DUE TO FRONTAGE= ((216.5 ft/433 ft)-0.25)(26/30)=0.2175 703 Broadway Street, Is= INCREASE DUE TO SPRINKLERS =2 LIVING 1 KITCHEN/DINING 427 17.08 46.39 Suite 510 BEDROOM 128 5.12 15 Vancouver, WA 98660 Aa =7,000 SF + (7,000 SF x 0.2175)+(7,000 SF x 2) MASTER BEDROOM 181 7.42 15 Aa =7,000 SF + 1,522.5 SF+ 14,000 Aa =22'522.5 SF UNIT 3.1 LIVING/KITCHEN/DINING 506 20.24 56.54 MASTER BEDROOM 144 5.76 15 FIRE RATING REQUIREMENTS FOR BUILDING ELEMENTS - TABLE 601 BEDROOM#1 172 6.88 15 BEDROOM#2 188 7.52 15 STRUCTURAL BEARING BEARING NONBEARING NONBEARING FLOORS ROOFS FRAME EXTERIOR INTERIOR EXTERIOR INTERIOR NOTES: 1. ALL BATHROOMS ARE MECHANICALLY VENTILATED, SEE MECHANICAL DESIGN BUILDING V-B NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED DRAWINGS. 2. REQUIRED VENTILATION AREA IS CALCULATED AT 4%OF THE FLOOR AREA. FIRE RATING REQUIREMENTS FOR PARTITIONS FIRE WALLS(OSSC 706): N/A FIRE BARRIERS(OSSC 707): 1 HR WHERE CONNECTING 3 STORIES OR FEWER . SHAFTS, EXIT ENCLOSURES, EXIT 2-HR WHERE CONNECTING 4 STORIES OR GREATER PASSAGEWAY,OCUPANCY SEPARATIONS FIRE BARRIERS(OSSC 707): N/A INCIDENTAL USE AREAS FIRE PARTITIONS (OSSC 708): 1 HR Q DWELLING UNIT SEPARATION, FIRE PARTITIONS(OSSC 708):CORRIDORS 1/2 HR ENERGY CODE REQUIREMENTS r HORIZONTAL ASSEMBLIES (OSSC 420.3, 711) 1 HR REQUIRED PROPOSED 00 N OTHER WALLS INCLUDING WALLS SUPPORTING RATED HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO MAXIMUM ALLOWABLE WINDOW AREA 30% 10�/o civ BE RATED PER OSSC TABLE 601 &EXCEPTIONS OF OSSC 711.4. 20 ai DOORS SHALL HAVE THE FOLLOWING RATINGS: VINYL WINDOWS U 5 0.35 U 5 0.35 ER4 co • UNIT DOORS&GARAGE DOORS IN CORRIDOR-20 MINUTE DOOR LABEL 13f�1AN •��� � 0 • STAIR DOORS-VARIES PER WALL FIRE RATING-SEE DOOR SCHEDULE GLAZING SHGC (ALL TYPES) 0.4 0.4 MAX - a I/ /Z/17 ut 15 •d SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION 1�1 I�TI_ANQ,OR(.0- • SMOKE GASKETING AT CORRIDORS EXTERIOR SLIDING PATIO/DECK DOORS U 5 0.35 U 5 0.35 EXTERIOR WALL RATING - TABLE 602 EXTERIOR DOOR(METAL) U<0.80 U 5 0.80 OF 4 .0 FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED CONSTRUCTION OCUPANCY GROUP R-2 OPAQUE DOORS U<0.70 U 0.70 ON FIRE SEPARATION DISTANCE (OSSC TABLE 602): TYPE X<5': V-B 1-HR WALLS ABOVE GRADE-WOOD FRAMED R-21 R-21 22 Plex - 5'5 X< 10': V-B 1-HR WALLS BELOW GRADE R-7.5ci R-7.5ci Building J Code 'E 10's X<30': V-B 0 UNDER FLOOR INSULATION R-30 R-30 MIN Summary o E X z 30': V-B 0 ATTIC CEILING INSULATION R-38 R-38 Co aNOTES: SLAB FLOOR EDGE INSULATION R-10(2'-0"PERIMETER) R-10 (2'-0"PERIMETER) x 1. LOAD-BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH THE FIRE-RESISTAVE RATING c REQUIREMENTS OF OSSC TABLE 601. HAZARDOUS MATERIALS .5 Y REQUIRED PROVIDED CODE PROVISION NO HAZARDOUS CHEMICALS AND/OR MATERIALS ARE PRESENT OR HOUSED IN THIS BUILDING. col 7. ROOF CONSTRUCTION CLASS C CLASS C OSSC TABLE 1506.1 ACCESSIBILITY ATTIC DRAFTSTOPS 3,000 SF OR ABOVE SEE ROOF PLAN OSSC 717.4 ALL ACCESSIBILITY REQUIREMENTS ARE INTEGRATED RELATED TO THE BUILDING IN GENERAL AND COMMON I EVERY TWO ELEMENTS AS WELL AS TYPE A AND TYPE B ICC/ANSI -2009 COMPLIANT UNITS IN THE NUMBERS REQUIRED BY THE 0 DWELLING UNITS, OSSC OVER THE SITE.ALL GROUND FLOOR UNITS ARE MINIMUM TYPE B ICC/ANSI ACCESSIBLE DWELLING UNITS 111 WHICHEVER IS PER OSSC REQUIREMENTS. TWO PERCENT OF THE TOTAL UNITS,THREE MINIMUM,ARE REQUIRED TO BE TYPE A o SMALLER ICC/ANSI ACCESSIBLE DWELLING UNITS PER OSSC. FOUR UNITS ARE PROPOSED TO MEET TYPE A ICC/ANSI ✓ ACCESSIBILITY REQUIREMENTS AND ARE LOCATED IN BUILDINGS B, C, H &J. # Date Description m Revisions MAXIMUM AREA OF EXTERIOR WALL OPENINGS (OSSC TABLE 705.8) PLUMBING FIXTURE COUNT REQUIREMENTSiTi '5 Janua 12, 2017 m 0-3' �3'-5' �5'-10' X10'-15' X15'-20' >20'-25' >25-30' X30' R-2: ONE EACH IS REQUIRED AND PROVIDED:WATER CLOSETS, LAVATORIES, BATHTUB OR SHOWER. Date UNPROTECTED, NOT NOT 10% 15% 25% 45% 70% NO LIMIT NON SPRINKLED PERMITED PERMITED UNDERGROUND & PADMOUNTED TRANSFORMERS BB, DG, NE a.) ItT) Designed By > ' PROTECTED PERM TED NOT 15% 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT SEE CIVIL SITE DEVELOPMENT SET&PGE DRAWINGS FOR UNDERGROUND&PADMOUNTED TRANSFORMERS Q: DG,NE, NM SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND DEFERRED SUBMITTALS a NOTE: Drawn By THIS BUILDING IS ALLOWED TO HAVE UNLIMITED UNPROTECTED OPENINGS PER EXCEPTION# SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE SHEETS KJ t' 2 OF OSSC 705.8.1;WALLS ARE NOT REQUIRED TO BE RATED PER TABLE 601 AND ALL EXTERIOR WALLS HAVE A FIRE SEPARATION DISTANCE GREATER THAN 10 FEET. A0.01 &A0.02 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING PACKAGES. Checked By c E RADON DETECTION 17857 U o CI SEE MECHANICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 1812. Project Number :E- ›3 CARBON MONOXIDE DETECTION °ui SEE ELECTRICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 908.7. AO . "I 1 Sheet Number 6 B Copyright 2016 iZ If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. w Er CODE LEGEND ci a \\\ EMERGENY EGRESS PATH, MINIMUM WIDTH OF EGRESS PATH IS 3'-0". PROVIDE 1 FOOTCANDLE LIGHT AT FLOOR LEVEL. DO NOT EXCEED MAX TO MIN ILLUMINATION UNIFORMITY , RATIO OF 40 TO 1. EMERGENCY LIGHTING TO BE PROVIDED BY BATTERY BACK-UP. Ptak Architects Inc - - - - EMERGENCY EGRESS PATH 808 SW 3rd Ave, Suite 300 Portland, OR 97204 LJ OCCUPANTS EXITING PER EXIT Phone 503.287.6825 LOCATION Fax 503.415.2304 FEC FIRE EXTINGUISHER CABINET WITH FIRE EXTINGUISHER OLF OCCUPANCY LOAD FACTOR OCC OCCUPANT LOAD River Terrace x EXIT SIGN PROVIDE 1-HR RATED FIRE East _ _ _ PARTITION AT CORRIDORS OR BARRIER AT EXIT PASSAGEWAY. PROVIDE 20 MIN RATED DOORS AT Condominiums CORRIDOR AND 60 MINUTE AT EXIT PASSAGEWAY. "'r."" ""' PROVIDE 2-HR RATED FIRE SW Roy Rogers Rd. BARRIER. PROVIDE 90 MIN RATED Tigard, OR 97223 DOORS CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE AND STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE SHALL BE CONTINUOECURELY S ATTACHED THERETO. ED S BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES. STORAGE STORAGE OLF 200 OLF 200 OLF 200 OLF 200 OLF 200 OLF 200 OLF 200 OLF 200 - EXIT STAIR FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE OLF 200 OLF 200 1 DCC 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC 49' - 0" ROOF BELOW 44' - 0" 38' - 0" FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- - --- 981 - p" RESISTANCE-RATED FLOORICEILING OR ROOF/CEILING 1 OCC 1 DCC 72 SF 83 SF 83 SF 96 SF 70 SF 66 SF 72 SF 9fi SF EXIT PATH -_�� EXIT PATH EXIT PATH ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED 67 SF EXIT PATH 81 SF --� .� ;,�-_. r Polygon __ -i I - _ --- UNIT 2.5 .. . - Ygo "If / - OLF 200 '- �l UNIT 3.1 Northwest UNIT 2.4 I 5 OCC 1 ,sli''' N06Is OLF 200 ROOF 703 Broadway Street, ' OLF 200 i I iWilk - 1 892 SF _ I 1 �5"� 1.44t. 7 OCC BELOW Suite 510 CRAWL CRAWL CRAWL CRAWL CRAWL CRAWL CRAWL CRAWL CRAWL WL - SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE PACE - 5 OCC cri--,,' � f' �, i I �� ---j M�NS� '6 - 1235 SF Vancouver, WA 98660 ' 923 SF r. Trt ... .... .1 �_ 1 1f I 5 i - _=i 1 CRAWL SPACE L I _[ern -„ DN UP I 1 '--, 1 I , a �'11IDJISPNCE ' r' k _ I 19 .� • Id I L. • ,„_. ci -. ,.„ ,....E EXIT PATH I - f G J A. raw _ CORRIDOR wi „.. 1._ ' 31'! Cd I L a;_ f 1 L✓% f ii CORRIDOR �� X N { y) , ,- - FEC\ .. . FE \ 1 it 37-1 ► • \ � ] _ PATH r 1 s F r,T, "'"_ , .-__ ,. 1 � y - �_ s.. I ; EXIT PA �f-ri I '`�r I i s -i -?� I. ` _ ' 7 • . ' ,t - --- i- -b I --.-_.,�.. } .._ 1.�_.. �� ._L,EsG F .� .._LLi'�_ �i`'•- 1�- / r 1 I - - - I: I .- ._. �1 � 111 ° . „__,..._,_. --, 1 i - , �`� . . �'/J� •� ROOF 4 �- I. 3i4�' t 1fi I :447 Iz a i I\.� - �i ID .�" "� I __ - - - - BELOW .F ,:; D D- ''D DISTANCiE_.� I J 1 �:' UP - '� 1 , _ \ , ei 1 . ' L �r " I w _ I ..- ; � j# ._, .l: ls , I UNIT 2.3 I i .. � 11 I I j 1 „ 1 - ." - T2.3 B � � � --- J J \ ( UNI i 1 Isow \ L� I - y� i l._-_ i I \ J _ 1 -.1 ...i `� OLF 200 OLF 200 t I I '� -.. UNIT 1.3 UNIT 1.4 ' = 5 OCC T__ UNIT 2.2 - B UNIT1.3 - B UNIT1.4 - B ,,,.M = OLF 200 1 OLF 200 I I '`• . 1 5 OCC ! i NIT 2.2 OLF 200 OLF 200 OLF 200 �-. l ,9M11 ' -1E* I - 4 OCC L - - - 4 OCC L - - I W " 916 SF I I OLF 200 I 4 914 SF 5 OCC 4 OCC 4 OCC - Imo. 1 629 SF _ --- 632 SF 5 OCC _ :- :. . fi38 SF ---- fi35 SF L1 --:- ry = ,----.� . .. t �- - 13 EMENT - - , _ - - - _ - _ _ -.. SECOND FLOOR ,.._r - - 909 SF _. L UP a r .-cb wowing - -,.--- - 45, 0„ _. _ - OCCUPANCY- -_ -. - I - OCCUPANCY=2 - ° $F . .. . ° _ - - �- .. . 911 0 _ 3 ° H ° ° , "C7 ° ° EXIT PATH ° --==: :: °4tl, 45 - 0 J 32 - 0 32 - 0 � �--�--� 47 - 0 41' - fi" 41' - 6" EXIT STAIR 3 EXIT PATH EXIT PATH EXIT PATH Igo !14 0 EXIT PATH - f ��...� 0 �; EXIT PATH EXIT PATH . N ♦ syn 3121 N !id� A's R.FLEENER ci a 1 22 PLEX - BASEMENT - CODE 3 22 PLEX - SECOND FLOOR - CODE . LEN i . / / 12/il • i A0.12 SCALE: 3/32"= 1'-0" A0.12 SCALE: 3/32" = 1'-0" 0RTLAND,4R OF STORAGE BIKE STORAGE OLF 200 OLF 200 - 28' - 0" - 31' - p" r 31' - 0" 1 0CC 2 0CC -- 34' - 0" --- 27' - 0" '- 28' - 0" 30' - 0" 26' - 0" 49' - 0" 44' - 0" 38' - 0" 22 Plex - Code EXIT PATH 48 SF 138 SF EXIT PATH EXIT PATH EXIT PATH EXIT PATH EXIT PATH EXIT PATH L;//. :: STEXIT PATH EXIT PATH EXIT PATH EXIT PATH I--- ,. ),,,, 1a,a •- - - -, I Hans ja cs IisI - _ jy .r.L ;.J- g [-- r ""-"-^1 _ _ _ - - - I r -1 . �. ,fi ;1 N i F UNIT 2.5 I _►.... \ ,� \ �. / I UNIT 2.4 'R;1.103 I i I I I I i /,‘,.„ I ARAGE I GARAGE 7 ` I• ; I I OLF 200 _ _ UNIT 3.1 U 1 `\ a1I / . \ I / \ I y 1I \ ,� I i Ih ! F ? \ / OLF 200 5 OCC _�" X��S :le ,\ I�! _�I ' - I , f -- I 1 I�Oe#200 1 �? 00 I / .\ I 5 OCC , I I �4 - t,OA OLF 200 -� '� I I 1 . _ 1 1 1� �', I t3CC 2 OCC l � '�l ELECr I°; '� I 892 SF I "�� 7 OCC i 'GARAGE 1 (GARAGE 2 I GARAGE 3 - ; ,Ir ; ACC GARAGE 4 pARAGE 5 I 211 SF � 253 SF• ARAGE 8 GARAGE 9 GARAGE ' ROOM 923 SF ....._ 1 �� - , M<N�1, a 1243 SF ,- I OLF 200 OLF 200 OLF 200 _ _ _ \ OLF 200 I OLF 200 s ___/; ;I ,- �� I `1 , - zr-o v2"� I �, -77116 _ ;; Ex�� OLF 200 OLF 200 OLF 200 'I , I I I I I X55 �N I I / I I - 1, 'R'o i �� 113E4? I t .A2 occ 2 occ 2 occ - 2 occ 2 occ �:.�■■ -1 I 6 �� 12 OCC 2 OCC 2 OCC {; I pN Ig7ANCE I �`- r., = 232 SF 282 SF 254 SF ] L 339 SF ` 208 SF �` _ _ ' ;.,,_,. 1 - - - - L - - - L - - - \ - - - - � - �1�SF 246 SF 249 SF _ I �E / I 1 �" I .._ -- - - -- J r 19 t_ i iii, I i ---,-,- I I ' _ I / I ' --- A -- -f f I I I ! I „ ' -�__LT .47)4 - ( r,� �`- �" _ , �..? 1 t - ,. ,r , �m �-� _ „ lJJ a�rr. _. �w�rr �► ��,.._.-7IIlI�-.... ...?�r+� - *rrK.. .. ----"--) '-'-,,..."-i 7! ® - " r ;fi I 45' p ` " Lim' 4 6 2 04.27.17 Plan Check Responses L �►: coRRlbo- � . 1 `�. \' -�I d E�� , I 1.i coRR1DOR t ! _ 5v 1 �• _ �� a . 11EXIT PATH - `` Description coo 0 FEC \FEC , FE ` FEC l' 11EXIT PATH to) = ` ' <_+ -•. �....), .., j„ e ._` \ \ \\\ \ I RilevisioDnaste C W._� /. ' ..� P' �1.T...- -� ,i fi'' r _.�_ 1 , -_ - .-i_ -w I l ,.-r, I � ,.,__i_?,..__.. �.Fa -_y._ ._-._ _ I( !' .w...... _ i [ '--'-' r I Z'7 .r:'.,) '' S 1 4 ANI - r_..... 1 ; -e-i1- 7 !tel - - I ', _. `� _u...1 y -_ +/� � f�r.'1 ` _- w - w I 11/ _ 1 i 1 017 in 1 , al } i 1. rt 9 _ 1.� j ,� �' �� nary \ 1- I � 3l � ' I � � \ . ..1 January 2 2 I m `,i + 0 1 �.! I 1 DISmom 11111P , I _ ~�� r IDcAD-E ID Dt,STAN : I •' ..J e 1 ,� DN ([71 ~1�t Date iis - _.. -. \,f I f I _I _ ._ .. _ 7 I I E l: "•. - I J -,..:..:+,...._..- 1 •� i _ Y 7.. L ....-__. 4 ;L Y ��� Pr. . I 1 .�6-0 t f TT' JNIT23 B -� , ItIT1 L ; r�immit �i.,y I ;� - '*� , -. r I ., - *Mimi �" U - __ �i,.�l I I -� ,, 1 1F ' T � ��� W - .__ J UNIT 2.3 Designed By s 1 .F° .' 1 i . ' �I �i ""� - OLF200 \r- J i I I 'I1I': �/ �' OLF 2UNIT 1,3 - BI UNIT 1A - 11 - - 00 DGNENM kJj r 5OCC ,, 1 UNIT 1.3 I UNIT 1 A I t- I OLF 200 1 OLF 200 1 - i 4 NIT 2.2 I I j I ( 5 OCC I Drawn By V) UNIT 2.2 - A 914 SF 4 OCC I 4 OCC I k [2!` 1 916 SF 45' - 0° I OLF 200 OLF 200 1 OLF 200 1 k KJ OLF 200 _ EXIT PATH 4 OCC 1 4 OCC 1 �; ; ---�x' , � -- Checked By 629 SF I __. .._. 632 SF I --- I ----1 5 OCC - �--- _ E - - _ 5OCC '- L - ' - - - L _ - _ ... .. _ 4" •'.. - ___ - - - [ SF L - - - - 62S - -- - - I ; .-, 11 -jj_-- E 911 SF' i 629 F L _ , , �- ° LI 896 S -----I } -- ,..�--;.�....._.. �._._. - T _.. 1� 17857 0 45' 0" . - I�---n---- 1 i `la \ _ L 7 -- - Project Number EXIT PATH 41' - 6" 41' - 6" - ROOF BELOW 41' - 6" . 41\___ ' - 6" / I ROOF BELOW EXIT STAIR e2 EXIT PATH EXIT PATH EXIT PATH EXIT PATH il) AO . 1 2 a ROOF BELOW 6 Sheet Number il; Copyright 2016 ii if this drawing is less than 24"x 36",it has FIRST FLOOR THIRD FLOOR been reduced. Scale accordingly. CC 2 22 PLEX - FIRST FLOOR - CODE OCCUPANCY= 111 4 22 PLEX - THIRD FLOOR - CODE OCCUPANCY=35 A0.12 SCALE: 3/32" = 1.-0" A0.12 SCALE: 3/32"= 1,-0" .. . n RIVER TERRACE EAST CONDOMINIUMS 1 22PLEXBUILDINGJ FROELICH G__ ENG 1 N E E R S PORTLAND: (503)624-7005 BEND: (541)383-1828 TI GA RD OREGON DENVER: (720)560-2269 froeli� 117Bcom oB# T1 PERMIT SUBMITTAL - 01-12-2017 STRUCTURAL ABBREVIATIONS: STRUCTURAL SYMBOLS I LEGEND: STRUCTURAL SHEETS: @ At GA Gauge PAF Powder Actuated Fasteners W# ..tis GT - - INDICATES FOOTING TYPE, REF SCHEDULE. SHEETUOticf • � & And GALV Galvanized PCF Pounds per Cubic Foot NUMBER SHEET TITLE Feet GC General Contractor PERF Perforate, Perforated, Performance Inch GEN General PERIM Perimeter - INDICATES COLUMN r 50.10COVER SHEET 11 # Number, Pound GL Glulam (Glue-Laminated Beam) PERP Perpendicular (E) Existing GR Grade PL Plate - INDICATES WOOD SHEATHED SHEAR WALL. 51.1 GENERAL STRUCTURAL NOTES - ;ni:....•"'0- (N) New GYP Gypsum PLF Pounds per Lineal Foot GYP BD Gypsum Board PLWD Plywood 7..._ - INDICATES STRUCTURAL WALL BELOW. Si 2 GENERAL STRUCTURAL NOTES (CONT.) & '+ =-. 4.-. C.* ': AB Anchor Bolt PREFAB Prefabricated SPECIAL INSPECTIONS / 1. r ., r ACI American Concrete Institute HAS Headed Anchor Stud PSF Pounds per Square Foot •r _7___ __T__ 1 - INDICATES NON-STRUCTURAL WALL BELOW. S1.3 SCHEDULES AND NOTES __ ADD Addendum,Addition HDD Headed PSI Pounds per Square Inch w- S2.0 FRAMING & SHEAR WALL MAP ! ' "".150(1 I ALT Alternate HDR Header PSL Parallel Strand Lumber -INDICATES BEARING WALL APPROX Approximate HEX Hexagonal PT Post-Tensioned, Preservative-Treated - 52.1A FOUNDATION PLAN - WEST ARCH Architect,Architectural HORIZ Horizontal H- -INDICATES HEADER TYPE, REF HEADER SCHEDULE. ASTM American Society for Testing and Materials HSS Hollow Structural Shape QTY Quantity S2.1 B FOUNDATION PLAN - EAST AVG Average HVAC Heating, Ventilating, Air Conditioning B- - INDICATES BEAM TYPE, REF BEAM SCHEDULE. S2.2A FIRST FLOOR FRAMING PLAN - WEST AWS American Welding Society HT Height REF Refer, Reference REINF Reinforce, Reinforcement 0 - INDICATES JOIST TYPE AND SPACING, REF PLANS&JOIST FRAMING S2.2B FIRST FLOOR FRAMING PLAN - EAST SCHEDULE. BEV Bevel IBC International Building Code REQ'D Required S2.3A SECOND FLOOR FRAMING PLAN - WEST BLDG Building IN Inch REV Revision - INDICATES DIRECTION DECK OR SHEATHING TO SPAN. S2.3B SECOND FLOOR FRAMING PLAN - EAST BLKG Blocking INFO Information BOT Bottom INSP Inspect, Inspection SCHED Schedule S - INDICATES ELEVATION. S2.4A THIRD FLOOR FRAMING PLAN - WEST BP Base Plate INSUL Insulation SE Structural Engineer BRDG Bridge, Bridging INT Interior SECT Section -Q -INDICATES DIRECTION TIMBER TO SPAN. S2.4B THIRD FLOOR FRAMING PLAN - EAST BRG Bearing SHTH Sheathing JST Joist SIMP Simpson Strong-Tie � S2.5A ROOF FRAMING PLAN - WEST 3 {# -INDICATES KEYED NOTE. CGS Center of Gravity of Strand SF Square Foot S2.5B ROOF FRAMING PLAN - EAST CJ Control Joint K Kilopound (1000 pounds) SL Snow Load77. -INDICATES CHANGE IN SLOPE. S3.1 STAIR PLANS I— CL Centerline KIP Kilopound (1000 pounds) SIM Similar T�`` Cl)CLG Ceiling SOG Slab on Grade // S3.2 STAIR PLANS vJ / -INDICATES STEP IN ELEVATION. CLR Clear L Angle, Left, Length SPEC Specification, Specifications CMU Concrete Masonry Unit LAM Laminate, Laminated STD Standard XX PSF S3.3 STAIR DETAILS L11 I r ' - INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE I- COL Column LAT Lateral STIFF Stiffener *i GENERAL STRUCTURAL NOTES PROJECT DESCRIPTION: NAILING AND FASTENERS: . • NEW 3-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 ANDS 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 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 CONFORM TO THE"STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES,AND _ • CONCRETE SLAB-ON-GRADE FIRST FLOOR THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." STAPLES"(ASTM F1667)AND"POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF • 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 BUILDING CONSTRUCTION"(NER 272). • ENGINEERED WOOD I-JOIST AND BEAM FRAMED FLOOR UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS: 2. NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1,OR NER-272. A. SMOOTH WELDED WIRE FABRIC-ASTM A185 3. NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS,THAT SHOW THE _ • PRE-MANUFACTURED WOOD TRUSS SYSTEM SUBMITTALS: MANUFACTURER'S NAME,NAIL SHANK DIAMETER,AND LENGTH. B. ALL OTHER REINFORCEMENT-ASTM A615, GRADE 60 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE FABRICATION AND 4. NAIL SIZES SHALL BE AS FOLLOWS: Q E L I C H GENERAL: CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.WELDING OF 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE REINFORCING STEEL SHALL CONFORM TO AWS D1.4.ALL WELDING SHALL BE DONE BY AWS FRAMING NAILS INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, MECHANICAL,AND SUBMITTALS o CERTIFIED WELDERS USING LOW HYDROGEN E70XX ELECTRODES. NAIL TYPE SHANK DIAMETER(IN) MINIMUM PENETRATION ENGINEERS 3 ELECTRICAL DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE ITEM SUBMITTAL DEFERRED COMMENTS 4. REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH#16 ANNEALED IRON WIRE.BARS INTO FRAMING MEMBER(IN) PORTLAND: (503)624-7005 REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT DOCUMENTS(INCLUDING THE PROJECT (A,D) SUBMITTAL IN BEAMS,SLABS,AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE 6d 0.113 1.25 BEND: (541)383-1828 SPECIFICATIONS)INTO THEIR WORK. (B,D) BLOCKS,OR APPROVED METAL CHAIRS,AS SPECIFIED BY THE"CRS!MANUAL OF STANDARD 8d 0.131 1.50 DENVER: (720)560-2269 MSP-1. 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT CONCRETE MIX DESIGNS X PRACTICE," 10d 0.148 1.625 froelich-engineers.comJOB# 17-T174 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONCRETE ANCHORAGES X 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE,OIL, DIRT,OR COATINGS 12d 0.148 1.625 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE I GLUED LAMINATED MEMBERS X OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE. 16d 0.148 1.625 GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. PREMANUFACTURED WOOD X X 6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF 4. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. JOISTS OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS PREMANUFACTURED WOOD X X 7. "WET SETTING"OF REINFORCING STEEL,ANCHOR RODS, EMBEDDED PLATES AND INSERTS IS 5, UNLESS OTHERWISE NOTED ON PLANS, PLYWOOD SHEATHING SHALL BE ATTACHED TO THE FOR THIS STRUCTURE.CONNECTIONS,DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN TRUSSES NOT PERMITTED. FRAMING SUPPORTS AS FOLLOWS: THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF STAIRS AND RAILINGS X X 8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED,NOTIFY THE LOCATIONS, SHEATHING NAILING ARCHITECT/ENGINEER FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. 9, THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING USE PANEL EDGES INTERMEDIATE FRAMING A. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURALSTEEL: MEMBERSt ' aT DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER ROOF SHEATHING 0.131"DIA AT 6"OC 0.131"DIA @ 12"OC i r $ CODE REQUIREMENTS: REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.ANY MODIFICATIONS TO TYPICAL LAP SPLICE SCHEDULE(IN) THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE FLOOR SHEATHING 0.148"DIA @ 6"OC 0.148"DIA @ 12"OC . ,erri 1. CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC), BASED UPON THE 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 +. 2012 INTERNATIONAL BUILDING CODE(IBC). TOP BARS OTHER TOP BARS OTHER BARS TOP BARS OTHER 4;.i 15472 2. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM, ETC.)SHALL BE FOR THE B. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND BARS BARS EDITIONS NOTED IN CHAPTER 35 OF THE IBC. FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND i NOTES: ..,..-- SIGNATURE .* ,�-a�• SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE ! #3 28 22 24 19 22 17 PROJECT IS LOCATED.CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO #4 37 29 32 25 29 22 A. ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR • THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS FASTENING ROOF SHEATHING. 3 • e TEMPORARY CONDITIONS: #5 47 36 40 31 36 28 �� INDUCED BY THE CONNECTION LOADS.DESIGN SHALL BE BASED UPON THE 1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE #6 56 43 48 37 43 33 6. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASML 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." #7 81 63 70 54 63 49 AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL C. THE CONTRACTOR SHALL COORDINATE THE SEISMIC RESTRAINTS OF MECHANICAL, REQUIRED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR 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 LE.XPIRM 2. CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND CHAPTER 13 AND BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, INSTALLATION. CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE PROJECT IS LOCATED. MULTIPLY THE ABOVE VALUES BY A FACTOR Of 1.4. 8. JOIST HANGERS, HOLDOWNS,AND OTHER FRAMING ACESSORIES SHALL BE MANUFACTURED BY 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 ADD TO,THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A CONTACT ENGINEER OF RECORD IF CONDITIONS VARY. THE DRAWINGS. HARDWARE FASTENERS SHALL BE INSTALLED IN STRICT CONFORMANCE TO SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE THE MANUFACTURERS 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. DETAILS ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF D. VALUES ARE FOR UNCOATED BARS. EVALUATION REPORT FOR THE APPLICABLE CODES. RECORD. 9. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE,OR B-TYPE OF THE SIZE RECOMMENDED EXISTING CONDITIONS: 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. 11. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR FOUNDATIONS: MINIMUM CONCRETE COVER(CAST-IN-PLACE) BOLTS AT 4'-0"OC MAXIMUM AND WITHIN 1-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, 1. FOUNDATION SIZES ARE BASED UPON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE AS USE COVER UNLESS DETAILED OTHERWISE.WASHERS TO BE MINIMUM 114"x3"x3"AS PER IBC 2305.3.11. NOTED IN DESIGN CRITERIA FOR BEARING ON NATIVE SOILS/COMPACTED FILL,AS RECOMMENDED BY THE GEOTECHNICAL REPORT. SLAB BARS 1" DESIGN CRITERIA: 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 ADDITION ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS (EXPOSED TO EARTH,OR WEATHER) 2°(#6 AND LARGER) 1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE"AMERICAN TO THE DEAD LOADS,THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. CONCRETE CAST AGAINST EARTH 3" NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER"(ANSI A190.1),OR OTHER WITH LIVE LOADS(L.L.)REDUCED IN ACCORDANCE WITH THE IBC: 4. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS PRIOR CODE-APPROVED DESIGN, MANUFACTURING AND QUALITY ASSURANCE PROCEEDURES. TO THE COMMENCEMENT OF ANY SITEWORK. 2. ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. 5. STRUCTURAL FILL MATERIALS, PLACEMENT,AND COMPACTION REQUIREMENTS SHALL BE IN 11• PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL 3. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS INDENTIFICATION MARK OR BE ACCOMPANIED ACCORDANCE WITH THE GEOTECHNICAL REPORT. REINFORCEMENT.LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND BY A CERTIFICATE OF CONFORMANCE. DESIGN CRITERIA 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.5. NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS(EITHER IN THE SHOP,OR 12. PROVIDE ONE#5 FOR SINGLE LAYER,AND TWO#5 FOR DOUBLE LAYER REINFORCING,4'-0" IS DESIGN BASED ON HGCI JOB#15-1850 7. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A FIELD) GEOTECHNICAL REPORT BY: DATED JULY 16,2015 QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER.MINIMUM LONG,DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS. STRICTLY PROHIBITED UNLESS AS SPECIFICALLY DETAILED IN THE STRUCTURAL DRAWINGS OR ALLOWABLE SOIL BEARING TESTING FREQUENCY SHALL BE ESTABLISHED BY THE GEOTECHNICAL ENGINEER. 13. REFERENCE TYPICAL DETAILS FOR THE DISPOSITION OF REINFORCEMENT AT WALL CORNERS, APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. IJJ 2,500 PSF 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 RETAININGOF FILLING OPERATIONS. STRENGTH PROPERTIES: Cl) WALLS-CANTILEVERED 35 PCF(EQUIVALENT FLUID PRESSURE) 9. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO W W RETAINING WALLS-BRACED 55 PCF(EQUIVALENT FLUID PRESSURE) THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. GLUED LAMINATED MEMBERS U Q SAWN FRAMING LUMBER: 50% INCREASE IN ABOVE EQUIVALENT FLUID PRESSURE(SEISMIC 10. ALL FILL, BACKFILL AND COMPACTION ACTIVITIES, PARTICULARLY DURING WET WEATHER COMBINATION USE MODULUS OF FLEXURAL HORIZONTAL SHEAR STRESS O p RETAINING WALLS-SEISMIC CONDITIONS,SHALL FOLLOW RECOMMENDATIONS OF GEOTECHNICAL ENGINEER. 1. SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU(WCLIB) SYMBOL ELASTICITY STRESS (PSI) < Z LATERAL EARTH PRESSURE) U1 OR THE WESTERN WOODS PRODUCTS ASSOCIATION (WWPA)GRADING RULES. (SPECIES) (PSI) (PSI) flI- LIVE LOAD CRITERIA 2. ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS: w 24F-V4(DF/DF) SIMPLE SPAN 1,800,000 2,400 265 w0 Ce 111 CONCENTRATED LOAD EPDXY REPAIR ADHESIVE: FLOOR LIVE LOADS UNIFORM LOAD(PSF) (LBS) 24F-V8(DF/DF) CANTILEVERED 1,800,000 2,400 265 1 t0 1. EPDXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO-COMPONENT, SAWN LUMBER OR 0 CORRIDORS AND STAIRS 100 2000 LIQUID EPDXY WITH NON-SAG CONSISTENCY AND LONG POT LIFE. THE EPDXY ADHESIVE SHALL w RESIDENTIAL 40 1000 BE SUITABLE FOR USE ON DRY OR DAMP SURFACES. USE SPF IEy�(�R/�p � ( -f ISE VALUE CONTINUOUS D z a co GARAGE 40 3000 2. ADHESIVE SHALL HAVE A MINIMUM SLANT SHEAR STRENGTH OF 5,000 PSI AND A MINIMUM LUMBER 2"TO 4"THICK HEM 1 ER N0.2 850 .) VERTICAL FLOOR DEFLECTION 0.75"OR U360 WHICHEVER IS LESS(_LVE LOAD PLUS LONG-TERM TENSILE STRENGTH OF 4,000 PSI. BEAMS 5"x5"AND GREATER DOUGLAS FIR-LARCH NO.2 1350 7. GLULAM MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADE(S), UNLESS OTHERWISE Z z cf Q POSTS HEM FIR NO.2 575 NOTED ON PLANS: FRAMING&ARCHITECTURAL u) O 0 >- (CLADDING DESIGN) DEAD LOAD) 3. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S u_ ° Q �r���.�N✓�..,/tir'-���-' rrnn C 0.375"OR U600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS RECOMMENDATIONS AND THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION 3 , + ` O V w VERTICAL FLOOR DEFLECTION REPORT. ENGINEERED COMPOSITE LUMBER: W pLIJ O Q L1360(LIVE LOAD)PER OSSC TABLE 1604.3 4. REINFORCEMENT SHALL NOT BE CUT OR DAMAGED IN EITHER NEW OR EXISTING CONCRETE 3. ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN WRITING BY p J (CLADDING DESIGN) uJ ct O NOTES: 1.LIVE LOADS REDUCED PER OSSC 1607.10 DURING INSTALLATION. THE SUPPLIER TO BE LESS THAN 19% MOISTURE CONTENT. 1. ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER(MICROLAM), O � Q m Z 4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED(PT)PER PARALLEL STRAND LUMBER(PARALAM),AND LAMINATED STRAND LUMBER(TIMBERSTRAND) o< MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM w a j OR CONCENTRATED LOAD. THE AMERICAN WOOD PRESERVERS BUREAU(AWPB)UNLESS AN APPROVED MOISTURE SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY ROSEBURG OR CONCRETE: BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY MARK. AN APPROVED EQUAL. SNOW CRITERIA 1. ALL CONCRETE WORK SHALL CONFORM TO"ACI 318-BUILDING CODE REQUIREMENTS FOR 5. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS 2308.8.2, r DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH THE OSSC STRUCTURAL CONCRETE"AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. 2308.9.10,2308.10.4.2 AND THE LIMITATIONS AS NOTED ON THE STRUCTURAL DRAWINGS. 2. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: SNOW DRIFT PER OSSC AS SHOWN ON PLANS 2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM 3. LVL RIM JOISTS SHALL BE CROSS LAMINATED,TYPICAL. GROUND SNOW LOAD P 9 1= 10 PSF IN ACCORDANCE WITH 2014 SNOW LOAD ANALYSIS C39, UNLESS NOTED OTHERWISE,AND SHALL BE AS FOLLOWS: 6. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. PERMIT FOR OREGON FLAT ROOF SNOW LOAD P f =15 PSF CONCRETE STRENGTHS 7. PROVIDE SOLID LINES OF BLOCKING, SAME DEPTH OF FRAMING MEMBER,AT ALL BEARING ENGINEERED COMPOSITE LUMBER SUBMITTAL • SNOW EXPOSURE FACTOR C e =1.0 DESCRIPTION fc(PSI) WATER- ENTRAINED OTHER POINTS. SNOW LOAD IMPORTANCE CEMENT RATIO AIR COMPOSITE LUMBER TYPE MODULUS OF ELASTICITY ALLOWABLE FLEXURAL FACTOR I =1.0 BY WEIGHT (PSI) STRESS(PSI) • FOOTINGS, STEMWALLS 3,000 0.53 2%+1-1.5% THERMAL FACTOR C t = 1.0 WOOD STRUCTURAL PANEL SHEATHING: LVL(RIM) 1,500,000 2,250 WIND CRITERIA RETAINING WALLS 3,000 0.50 6%+1-1.5% INTERIOR SLAB-ON-GRADE 4,000 0.48 N/A 1. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE"U.S. PRODUCT LVL(BEAM) 2,000,000 3,100 MAIN WIND FORCE RESISTING 120 MPH BASIC WIND SPEED(3-SECOND GUST) STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE"U.S.PRODUCT REV DATE ISSUE TITLE SYSTEM STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL USE PANELS,"OR PSL 2,000,000 2,900 � COMPONENTS AND CLADDING 120 MPH BASIC WIND SPEED(3-SECOND GUST) NOTES: THE"APA PRP-108 PERFORMANCE STANDARDS." /3\ 03/20/18 STRUC REVISIONS EXPOSURE CATEGORY B A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE 2. UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL PANELS SHALL BE APA RATED SHEATHING, GUST/INTERNAL PRESSURE GC a =+1-0.18 FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. EXPOSURE 1,OF THE THICKNESS AND SPAN RATING AS FOLLOWS: NOTE: SEISMIC CRITERIA B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT /3\ • CONFORMING TO ASTM C150 FOR TYPE I,OR TYPE II. FLEXURAL STRESSES NOTED ABOVE ARE FOR 12"DEEP MEMBERS. DEEPER MEMBERS SHALL BE WOOD STRUCTURAL PANEL SHEATHIN RISK CATEGORY II C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. USE �»CKNI 'R,aT NG DESIGNED FOR REDUCED STRESSES PER THE MANUFACTURER'S REQUIREMENTS. SITE CLASS D IMPORTANCE FACTOR I a = 1 ROOF SHEATHING 7/16"-INDEX 24/16 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: FLOOR SHEATHING 314"-INDEX 48/24 SEISMIC DESIGN CATEGORY D ANCHOR BOLTS: MCE SPECTRAL ACCELERATIONS S s =0.985 S i =0.36 I WALL SHEATHING 7/16"-INDEX 24/16 PROJECT MANAGER: CN MINIMUM CEMENT CONTENT Lim 1. ANCHOR BOLTS FROM SILL PLATES TO FOUNDATION SHALL BE GALVANIZED. DESIGN SPECTRAL S =0.726 S =0.403 fc(PSI) MINIMUM CEMENT CONTENT PER CUBIC YARD 2. ALL ANCHOR BOLTS SHALL HAVE A GALVANIZED PLATE WASHER BETWEEN THE SILL PLATE AND DESIGNER: YS ACCELERATIONS ns 01 3. ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-10 SECTION 12.8 I 3,000 470 LBS. SUPPORTS AND END JOINTS SHALL BE STAGGERED. NUT. • 3. ANCHOR BOLTS SHALL BE PLACED SO THAT PLATE WASHER IS NO MORE THAN 1/2"FROM THE DRAWN BY: FCE-ENG-10 NORTH-SOUTH DIRECTION EAST-WEST DIRECTION I 4,000 550 LBS. 4. ROOF SHEATHING SHALL BE BLOCKED,OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEATHED FACE OF THE SHEARWALL.WHERE SHEATHING IS APPLIED TO BOTH SIDES OF 5,000 630 LBS. 5. FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES PROJECT NO: 17-T174 SEISMIC LOAD RESISTING LIGHT FRAMED WOOD SHEAR SHEARWALL,ALTERNATE ANCHOR BOLTS. LIGHT FRAMED WOOD SHEAR WALLS MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS SYSTEM WALLS 4, ANCHOR BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT SHALL ALSO BE GLUED AT THE T&G JOINT. DATE: 1/12/2017 RESPONSE MODIFICATION R =6.5 R=6.5 NOTES: DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR WET SET. FACTOR A. FLYASH CONFORMING TO ASTM C618°TYPE F,"OR"TYPE C°MAY BE USED TO REPLACE UP 6. SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE 5. SILLS AT WALL SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PSi OR PS2. SCALE: AS SHOWN SEISMIC RESPONSE TO 20%OF THE CEMENT CONTENT,PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BOLTS AT 4'-0"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, COEFFICIENTC =0.111 C =0.111 7. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE S S BY TEST DATA. BLOCKED AT ALL PANEL EDGES.SHEET SIZES SHALL BE 4'X8'UNLESS AT BOUNDARIES OR UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE. HOLDOWN BOLTS DO NOT TAKE THE REDUNDANCY FACTOR r= 1.0 r= 1.0 PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA COMPLIANT FRAMING CHANGES. REFERENCE PLANS FOR ADDITIONAL REQUIREMENTS. 6. ALL SILL PLATES SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE. WITH ACI-318 CHAPTER 5,A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. HOLDOWN BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. Q5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE APPROVED 7. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL. MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER. 22 P LEX BUILDING 6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE HOLDOWN BOLTS: MIX DESIGNS. A HIGH RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494"TYPE 1. ALL HOLDOWN BOLTS AT SHEAR WALLS TO FOUNDATION SHALL NOT BE IN CONTACT W/ F,OR TYPE"G"MAY BE USED IN CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT PRESERVATIVE TREATED(PT)WOOD. PT WOOD PLATES SHALL HAVE OVERSIZED HOLES 1/4"MIN EXCEED 10-INCHES. &3/8"MAX LARGER THAN BOLT SIZE.AS AN ALTERNATIVE,THE ANCHOR MAY BE SLEEVED WITH 7. SLEEVES,OPENING,CONDUITS,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL AN INSULATOR BUSHING OR GALVANIZED IN ACCORDANCE W/ASTM A653. DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO PLACING CONCRETE. 2. HOLDOWN BOLTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SHEET TITLE: CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE-THIRD 3. HOLDOWN BOLTS SHALL BE PLACED A MINIMUM OF 5"FROM THE END OF CONCRETE THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS STEMWALLS.ADD ADDITIONAL 2x STUD AS REQUIRED. GENERAL STRUCTURAL ON-CENTER. 4. SEE HOLDOWN SCHEDULE,DETAILS 3/S5.1,5/55.1,&6/S5.1 FOR TYPICAL HOLDOWN 8. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM INSTALLATION REQUIREMENTS. NOTES SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. 5. HOLDOWN BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT 9. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL NOT BE DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR WET SET. HAND SET, OR WET SET. 6. HOLDOWN BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL,THREADED ON BOTH ENDS UNLESS 10. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC CODE OF NOTED OTHERWISE. STANDARD PRACTICE SECTION 7.5. 11. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE,THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 114"AMPLITUDE. 12. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. SHEET NUMBER: GENERAL STRUCTURAL NOTES (CONT) AND STATEMENT OF SPECIAL INSPECTION y ' At. ENGINEERED WOOD PRODUCTS: MASONRY/STONE VENEER: 1. THE ENGINEERED WOOD PRODUCTS MUST HAVE A CURRENT ICC REPORT BASE ON THE TABLE 1 1. VENEER SHALL NOT EXCEED 5"IN THICKNESS. APPLICABLE IBC CODE. REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS 2. PROVIDE 1"MIN(4112"MAX)AIR SPACE BETWEEN VENEER AND STUD WALL SHEATHING. 2. INCLUDES, BUT NOT LIMITED TO THE FOLLOWING ENGINEERED WOOD PRODUCTS: SYSTEM or MATERIAL INSPECTION REMARKS EXTERIOR WALL SHEATHING TO BE COVERED WITH APPROVED WEATHER RESISTANT BARRIER. I-JOIST,LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND IBC CODE CODE or FREQUENCY r 3. VENEER ANCHORS ARE TO MEET THE REQUIREMENTS OF ACI 530-08.6.2. LUMBER(LSL),AND PARALLEL STRAND LUMBER(PSL). REFERENCE I STANDARD I :n 4. VENEER TO BE ANCHORED DIRECTLY TO WALL STUDS,COLUMNS, CONCRETE WALLS,CMU 3. SUPPLIER SHALL SUPPLY JOISTS. BRIDGING,HANGERS,BLOCKING,AND OTHER ACCESSORIES REFERENCE I CONTINUOUS I PERIODIC WALLS, OR STRUCTURAL ELEMENTS.ANCHORS TO BE SPACED AT 16"OC HORIZONTALLY AND NECESSARY FOR THE PROPER ERECTION&PERFORMANCE OF THEIR PRODUCT.THESE SHALL SOILS 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 INSTALLATION OF THEIR PRODUCT TO THE ARCHITECT AND STRUCTURAL ENGINEER OF 5. USE 3/4"x 22 GAGE GALVANIZED METAL ADJUSTABLE ANCHORS OR#9 GAGE GALVANIZED WIRE NOTED IN TABLE 5 OF THE ENGINEERS ; ANCHORS. RECORD. GUIDELINES PORTLAND: (503)624-7005 6. USE#9 GAGE GALVANIZED WIRE JOINT REINFORCEMENT HORIZONTALLY AT MAXIMUM OF 18"OC 5. PRODUCTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S VERIFY MATERIALS BELOW TABLE X BY THE GEOTECHNICAL ENGINEER BEND: (541)383-1828 JOINT REINFORCEMENT TO BE SECURED TO SEISMIC ANCHORS. INSTRUCTIONS AND SPECIFICATIONS. SHALLOW FOUNDATIONS ARE 1705.6 DENVER: (720)560-2269 7. ANCHORS TO MEET THE REQUIREMENTS OF SEISMIC DESIGN CATEGORY D. 6. LAMINATE MULTIPLE I-JOISTS WHERE INDICATED ON DRAWINGS AS PER MANUFACTURER'S ADEQUATE TO ACHIEVE THE froelich-engineers.com RECOMMENDATIONS. JOB# 17-T174 8. ISOLATE THE SIDES AND TOP OF ANCHORED VENEER FROM THE STRUCTURE SO THAT DESIGN BEARING CAPACITY VERTICAL AND LATERAL SEISMIC FORCES RESISTED BY THE STRUCTURE ARE NOT IMPARTED 7. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW,AND IN ADDITION FOR SNOW VERIFY EXCAVATIONS ARE TABLE X TO THE VENEER. DRIFT LOADING SHOWN ON THE PLANS. EXTENDED TO PROPER DEPTH 1705.6 9. PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGER THAN 16"IN EITHER DIMENSION. FLOOR LIVE LOAD: CORRIDORS 100 PSF AND HAVE REACHED PROPER SPACE ANCHORS AROUND PERIMETER OF OPENINGS AT A MAXIMUM OF 3'-0"OC PLACE LIVING SPACES 40 PSF MATERIAL ANCHORS WITHIN 12"OF OPENINGS. FLOOR DEAD LOAD 27 PSF PERFORM CLASSIFICATION AND TABLE X TESTING OF COMPACTED FILL 10. EMBED ANCHORS INTO THE MORTAR JOINT A MINIMUM DISTANCE OF 1 1/2"WITH AT LEAST 518" 8. CONTRACTORS TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO TESTING OF COMPACTED FILL 1705.6 MATERIALS(SEE TABLE 5) MORTAR COVER TO THE OUTSIDE FACE. ROOF TOP MECHANICAL UNITS, MECHANICAL PIPING,ELECTRICAL UNITS,FOLDING PARTITIONS MATERIALS 1803.5.1 AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. VERIFY USE OF PROPER TABLE X BY THE GEOTECHNICAL ENGINEER 9. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. MATERIALS, DENSITIES AND LIFT 1705.6CT REINFORCED CONCRETE MASONRY: THICKNESSES DURING 00- ' 10. DO NOT NOT NOTCH OR DRILL ENGINEERED WOOD PRODUCTS,EXCEPT AS ALLOWED PER THE t p-r 1. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90,SAMPLED AND TESTED IN MANUFACTURERS SPECIFICATIONS.ANY PROPOSED NOTCHING OR DRILLING OF ENGINEERED PLACEMENT AND COMPACTION OF ACCORDANCE WITH ASTM C140. COMPACTED FILL .c - 9 2. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. WOOD PRODUCTS NEEDS TO HAVE PRIOR DESIGNS, SHOPY THED MANUFACTURER.ANDER. PRIOR TO PLACEMENT OF TABLE X i I' 11. THE JOIST MANUFACTURER SHALL SUBMIT DESIGNS, DRAWINGS AND CALCULATIONS '_: 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. SUBHAS BEENE VERIFY THAT SITE il .�".: _ 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. "!ar" Ph'"' 2105. ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS WITH COLUMNS, -, a . - 5. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. WHERE NO COLUMN CONNECTIONS,CONNECTION HARDWARE,ETC. TABLE 2 '`' * . 4' REINFORCEMENT IS SPECIFICALLY CALLED OUT ON THE PLANS,WALLS SHALL BE REINFORCED 13. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING '� " , } AS INDICATED IN THE"MASONRY REINFORCING STEEL"SECTION OF THESE NOTES. (UNLESS NOTED OTHERWISE): REQUIRED STRUCTURAL SPECIAL INSPECTIONS 6. HORIZONTAL WIRE AND BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS AT FLOORS: LIVE LOAD- 1/480 OF SPAN,TOTAL LOAD-1/360 OF SPAN SYSTEM or MATERIAL INSPECTION REMARKS EXPANSION JOINTS EXCEPT AT ALL FLOOR AND ROOF LEVELS. A MINIMUM OF ONE VERTICAL#5 IBC CODE CODE or I FREQUENCY BAR SHALL BE LOCATED ON EACH SIDE OF AN EXPANSION JOINT. ROOFS: LIVE LOAD 1/240 OF SPAN,TOTAL LOAD-11240 OF SPAN REFERENCE STANDARDIMAM:WS iirk j 14. DESIGNS,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: I REFERENCE I CONTINUOUS I PERIODIC I CONCRETE MASONRY ASSEMBLY STRENGTH A. DEFLECTION DESIGN CRITERIA CONCRETE fm(PSI) BLOCK STRENGTH(PSI) GROUT STRENGTH(PSI) I MORTAR B. LIVE,SNOW, DEAD,WIND, SEISMIC AND MECHANICAL DESIGN LOADS INSPECTION OF ANCHORS 1909.1 ACI 318: INSTALLED IN HARDENED TABLE 1705.3 3.8.6,8.1.3,21.1.8 X SPECIAL INSPECTIONS APPLY TO 1,500 1900 2,000TYPE M OR S C. ERECTION AND PLACEMENT CRITERIA 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, 1-JOIST SHALL HAVE LAMINATED VENEER LUMBER(LVL)FLANGES W/ORIENTED STRAND BOARD INSTALLATION,ANCHOR (OSB)WEBS. EMBEDMENT,AND TIGHTENING MORTAR: TORQUE 1. MORTAR SHALL BE OF THE TYPE INDICATED IN THE TABLE ABOVE WITH A MINIMUM WELDING REINFORCING STEEL 1705.2.2.1.2 ACI 318:3.5.2 X REFER TO STEEL FOR WELDING COMPRESSIVE STRENGTH AT OF 1,800 PSI FOR MORTAR TYPE S(2,500 PSI FOR MORTAR TYPE M) 1903.1 AWS D1.4 REQUIREMENTS AT 28-DAYS AND SHALL CONFORM TO IBC SECTION 2103. PREMANUFACTURED WOOD TRUSSES: TABLE 1705.2.2, ITEM 2b 1. DESIGN OF THE PREMANUFACTURED WOOD ROOF TRUSS SYSTEM SHALL BE THE VERIFICATION OF WELDABILITY OF TABLE AWS D1.4 X CONTRACTORS RESPONSIBILITY. REINFORCING STEEL OTHER THAN 1705.2.2 ACI 318: SECTION /3\ \ 2. DESIGN SHALL CONFORM TO THE PROFILES SHOWN ON THE DRAWINGS AND THE ASTM A 706 3.5.2 /3\ MASONRY GROUT: REQUIREMENTS OF IBC SECTION 2303.4 AND THE"DESIGN SPECIFICATIONS FOR LIGHT METAL OTHER REINFORCING STEEL TABLE AWS D1.4 X PLATE CONNECTED WOOD TRUSSES",TPI-24 AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. 1705.2.2 ACI 318: SECTION 1, GROUT SHALL HAVE A COMPRESSIVE STRENGTH AS INDICATED IN THE TABLE ABOVE AND 3. TRUSS DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS TO THE STRUCTURE 3.5.2 SHALL CONFORM TO IBC SECTION 2103. REQUIRED TO TRANSFER DESIGN LOADS INTO THE STRUCTURAL SYSTEM OF THE BUILDING. PLACEMENT OF BOLTS INSTALLED TABLE ACI 318: 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED 2. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTICIOUS MATERIALS AND AGGREGATE TO 4. MANUFACTURER SHALL DESIGN AND FURNISH ALL WOOD FRAMING CONNECTIONS NECESSARY IN CONCRETE 1705.3 ACI 318:8.1.3 (�^) WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT TO TRANSMIT DESIGN LOADS, INCLUDING SEISMIC AND WIND LOADS,TO THE BEARING AND 1908.5 ACI 318:21.1.8 SEGREGATION OF THE CONSTITUENTS. SHEAR WALL SUPPORTS. 1909.1 ACI 318-APPENDIX III 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 DI- 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 COW LOADS AND ANY SNOW DRIFTING/SLIDING SNOW INDICATED ON DRAWINGS: 1904 AC1 318:5.2-5.4 U ❑ w 1904.2 Q PREMANUFACTURED WOOD TRUSS LOADING 1910.2 p o MASONRY REINFORCING STEEL: LOADING TYPE UNIFORMLY DISTRIBUTED LOAD(PSF) 1910. ABL tY I ,- CONCRETE PLACEMENT TABLE ACI 318: 1.3.2.D X a 1. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO IBC SECTION 2103.14. I ROOF LIVE LOAD 20 1705.3 ACI 318: 5.9-5.10 Ct I- rg3w 2. DEFORMED REINFORCING BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY 25 ROOF SNOWREINFCt 5 PLACED IN ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL EAVES: 25 O O r/) CONFORM TO ASTM A706 GRADE 60. TABLE 5 TOP CHORD: 10 W z coo 3. UNLESS OTHERWISE NOTED ON PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS ROOF DEAD LOAD REQUIRED TESTING FOR SPECIAL INSPECTIONS (0 BOTTOM CHORD:8 ` O FOLLOWS: NET WIND UPLIFT 7 SYSTEM or MATERIAL TESTING REMARKS 1 Z Z co IBC CODE CODE or FREQUENCY0 >-' < I IN ADDITION TO THE LOADS NOTED,ALL TRUSSES SHALL BE DESIGNED TO SUPPORT A I O MINIMUM WALL REINFORCEMENT--RUNNING BOND REFERENCE STANDARD II (9 ¢ VERTICAL CONCENTRATED LOAD OF 100#AT ANY LOCATION ALONG THE TOP OR BOTTOM CHORDS. REFERE�ICEECH ICALINUOUS I PERIODIC 0 O vl cc- NOMINAL WALL THICKNESS HORIZONTAL REINFORCEMENT EEdd LLI ❑ w RE#5 @ 24"EMENT 7. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO I 8^ #5 @ DC (2)#4 @ 48"OC ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING,ELECTRICAL UNITS, FOLDING PARTITIONS GEOTECHNICAL ENGINEER TO 1803 TESTING PER GEOTECHNICAL > 6 J 0 O PERFORM TESTING OF REPORT 0 m Uz AND OTHER CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. h� Q 4. BOND BEAMS WITH TWO#5 BARS SHALL BE PROVIDED AT ALL FLOOR LINES,ROOF LINES,ANbCOMPACTED FILL MATERIALS Ca28. TRUSS MANUFACTURER SHALL DESIGN ALL DRAG TRUSSES AND DRAG STRUTS FOR THE FILL IN-PLACE OR 1705.6 X BY THE GEOTECHNICAL ENGINEER W H n 2 a AT THE TOP OF ALL WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. FOLLOWING: PREPARED SUBGE DENSITY DENSITY 6. PROVIDE ONE BAR MATCHING THE VERTICAL REINFORCING SIZE FOR THE FULL HEIGHT OF A. SHEAR LOADS AS INDICATED ON THE PLANS AND NOTES WALL AT EACH SIDE OF ALL OPENINGS,AT WALL ENDS,AND AT WALL INTERSECTIONS. B. DRAG TRUSSES TO COLLECT LOAD ALONG THE TOP CHORD AND TRANSFER TO THE MATERIAL VERIFICATION VARIES:CLAX BY THE GEOTECHNICAL ENGINEER 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL BOTTOM CHORD THROUGH WEB MEMBERS TESTINGNON F REINFORCEMENT. THESE DOWELS SHALL BE LAPPED TO THE VERTICAL WALL REINFORCEMENT C. ALL TOP AND BOTTOM CHORDS TO HAVE CAPACITY OF TRANSFERING SHEAR LOADS AND AND BE EMBEDDED A MINIMUM OF 9"INTO THE FOUNDATION WITH A STANDARD 90 DEGREE THROUGH SPLICES. CONTROLLED FILL PERMIT MATERIALS SUBMITTAL 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 MASONRY REINFORCEMENT LAP SPLICE SCHEDULE(IN) FLOORS: LIVE LOAD 1/480 SPAN,TOTAL LOAD 1/360 OF SPAN LIVE LOAD-1/240 OF SPAN,TOTAL LOAD-11240 OF SPAN TESTS, PERFORM SLUMP AND AIR ONCE EACH DAY FOR A GIVEN CONTENT TESTS,AND DETERMINE CLASS OF CONCRETE, OR LESS BAR SIZE fm= 1,500 PSI fm=2,000 PSI fm=2,500 PSI fm=3,000 PS! ROOFS: THE TEMPERATURE OF THE THAN ONCE FOR EACH 150 YDS OF #4 24 24 24 24 11. DESIGN,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: CONCRETE CONCRETE,OR LESS THAN ONCE REV DATE ISSUE TITLE #5 36 30 30 30 A. DEFLECTION DESIGN CRITERIA FOR EACH 5,000 FT2 OF SURFACE B. LIVE, SNOW,DEAD,WIND, SEISMIC AND MECHANICAL DESIGN LOADS AREA FOR SLABS/WALLS.ONCE ! \ 03/20/18 STRUC REVISIONS 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 CONCRETE SLUMP TABLE ASTM C143 X LENGTH OF THE TWO WHEN BOTH CONDITIONS OCCUR. BOARD CEILINGS. 13. DO NOT NOTCH OR DRILL TRUSS MEMBERS WITH OUT APPROVAL OF THE TRUSS CONCRETE AIR CONTENT 1705.3 ASTM C231 X MANUFACTURER AND THEIR ENGINEER. CONCRETE TEMPERATURE ASTM C1064 X PROJECT MANAGER: CN MASONRY REINFORCEMENT COVER USE COVER DESIGNER: YS MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" 1-1/2"(#5 AND SMALLER) TABLE 6 DRAWN BY: FCE-ENG-10 MASONRY FACE EXPOSED TO EARTH AND WEATHER I 2"(#6 AND LARGER) REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE(SEISMIC CATEGORIES C,D, E,F) PROJECT NO: 17-T174 INSPECTION SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS DATE: 1/12/2017 REFERENCE STANDARD I PERIODIC SCALE: AS SHOWN CONTINUOUS REFERENCE STRUCTURAL WOOD FIELD GLUING OF DIAPHRAGM AND SHEAR WALL ELEMENTS FOR X SEISMIC FORCE-RESISTING-SYSTEMS CONNECTIONS FOR DIAPHRAGM 22 PLEX BUILDING CHORDS,COLLECTORS,BRACING, ALL CONNECTIONS VISUALLY AND SHEAR WALL ANCHORAGE X INSPECTED J 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 s4" DIAPHRAGMS, NAILING, BUILDING AND OTHER COMPONENTS IN THE GENERAL STRUCTURAL SEISMIC FORCE-RESISTING SYSTEM. NOTES (CONT.) & SPECIAL INSPECTIONS SHEET NUMBER: S1 . 2 SCHEDULE AND NOTES HEADER/BEAM SCHEDULEilJOIST FRAMING SCHEDULE BEARING WALL SCHEDULE HEADER/BEAM SIZE POST/COLUMN TYPE (UNO DEPTH JOIST TYPE AND SPACING MARK WALL HEIGHTS BASEMENT WALL FIRST FLOOR WALL SECOND FLOOR • THIRD FLOOR WALL WALL TYPE r H1 4x8 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING 1 ! J1 11 7/8" RFPI-400 @ 19.2"OC (IF APPLICABLE) WALL 1 Si 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING J2 11 7I8" (2)RFPI 400 @ 19.2"DC 1 W1 10'-2"&LESS 2x6 HF#2 @ 16"DC 2x6 HF#2 @ 16"DC 2x6 HF#2 @ 16"OC 2x6 HF#2 @ 16"OC TYPICAL CONSTRUCTION /1 F R O E L I C H B2 5 112 x6 GL (2)2x6 OR(3)2x4 HF#2 ) J3 11 7/8" RFPI-400© 16"DC W2 10'-2"&LESS (2)2x6 HF#2 @ 16"OC (2)2x6 HF#2 @ 16"OC (2)2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC TYPICAL CONSTRUCTION J` ENGINEERS ; W3 10'-2"&LESS (2)2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC PARTY WALL J PORTLAND: (503)624-7005 B3 3 1/2 x 11 718"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) J4 11 7/8" RFPI-400 @ 12"OC BEND: (541)383-3$28 ) B4 5 1/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) 2x6 HF#2 @ 16"OC(TYPICAL 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 36"OC 2x4 HF#2 @ 16"OC J5 7 1/4" PT 2x8 HF#2 @ 16"OC W4 10'2`&LESS PARTY-GARAGE WALL CONSTRUCTION) (PARTY WALL) (PARTY WALL) (PARTY WALL) ) DENVER: (720)560-2269 froelich-engineers.com B5 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) ) J6 5.5" 2x6 HF#2 @ 12"OC ) JOB# 17-T174 �U B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) ) J7 11 718" 1 3/4" 1.5E LVL @ 16"OC .....---,,...----,.........-Nm-... B7 5 1/2 x 15"GL 6x6 HF#2 + J8 11 7/8" (2)RFPI-400 @ 12"OC �I W5 10'-2"&LESS 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC 2x4 HF#2 @ 16"OC TYPICAL CONSTRUCTION ) B8 5 1/2 x 18"GL 6x8 HF#2 ) B9 5112x21"GL 51/2x6GLPOST ) B10 6 314 x 31"GL 5 112x7 1/2 GL POST ) I SHEAR WALL SCHEDULE B11 5 112 x 9"GL {2}2x6 OR(3)2x4 CRIPPLE AND(2)2x KING TYPE SHEATHING-NAILING SOLE PLATE RIM JOIST MUD SILL PLATE AND COMMENTS NOTES " " ) CONNECTION TO RIM CONNECTION TO ANCHOR BOLTS(REF 1. REF BEARING WALL SCHEDULE FOR WALL TYPE. I B12 PT 5 1/2 x 15"GL REF PLAN ' A JOIST DOUBLE TOP PLATE NOTE 6) 2. UNIQUE WALL FRAMING CALLED OUT ON PLANS. A e 3. STUDS SHALL BE ALIGNED FROM FLOOR TO FLOOR. ,---,..,,......,,......1,.....",-.......",..-.w.--.-..........' ..���v��..w.--.-v STD 7/16"APA RATED SHTG 0.148x3"COMMON 6" 0.148x3"TOE NAILS 2x PL W/5/8"DIA AB 42" SEE NOTE 11 I BEAM SPECIFIC NOTES: @ @ @ (1)SIDE W/8d NAILS @ OC LTP4 @ 48"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP & 12 BELOW 1;-- g 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. 6"OC EDGES&12"OC @ 48"OC MASA) a r� a __ .p�„- FIELD 0. �+ SHEAR WALL EDGE NAILING a n -SHEAR WALL EDGE NAILING 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN THIS o 1 o `} • ' TABLE OR ON THE PLANS. A 7/16"APA RATED SHTG .148X3"COMMON @ 4" 0.148x3"TOE NAILS @ 2x PL WI 5/8"DIA AB @ 24" SEE NOTE 11 n I CONT DBL 2x TOP PL CONT DBL 2x TOP PL ' (1)SIDE W/8d NAILS @ OC LTP4 @ 48"OC 8"OC&SIMPSON LTP4 OC{EMBED 7")(OR SIMP &12 BELOW r` r I 4"OC EDGES&12"OC @ 32"OC MASA) - I WALL STUD SIZE&SPACING ----, -- -,` WALL STUD SIZE&SPACING " 1 :; FIELD I REF BEARING WALL SCHED /REF BEARING WALL SCHED B 7116"APA RATED SHTG 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 18" SEE NOTE 11 -5-41 1iCPfit irt I (1)SIDE W/8d NAILS @ OC LTP4 @ 36"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP & 12 BELOW ? = (9 3"OC EDGES& 12"OC @ 24"OC MASA) 6 I ¢ OBL STUDS AS REQ'D BY i U 14 SCHEDULE w ¢ FOOTING SCHEDULE FIELD i Lg� r co MIIIIIIII SIZE REINFORCING NOTES C 7/16"APA RATED SHTG .148x3COMMON@40.148x3"TOE NAILS @ 3x PL W/5/8"DIA AB @ 12" SEE NOTE 11(2)SIDES W/8d NAILS OC LTP4 @ 24"OC8"OC&SIMPSON LTP4 OC(EMBED 7 )(OR SIMP & 12 BELOW g g 1 1.-6"WIDE x AS SHOWN x 10"DEEP LONG: (2)#4 BOT @ 4"DC EDGES& 12" @ 12"OC MASA) SHEAR WALL SHTH REF PLAN& TRANS:#4 @ 18"OC BOTOC FIELD SHEAR WALL SCHEDULE ASSHEAR WALL SHTH REF PLAN& --- OCCURS SHEAR WALL SCHEDULE AS• 2 2'-O"WIDE x AS SHOWN x 10"DEEP LONG: (3)#4 BOT D 7/16"APA RATED SHTG 0.148x3"COMMON @ 4"" 0.148x3"TOE NAILS @ 3x PL(W/5/8"DIA AB @ 10' SEE NOTE 1 i `- OCCURS TRANS:#4 @ 18"OC SOT ( (2)SIDES W/8d NAILS OC LTP4 @ 12"DC 6"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW �- ANCHORAGE TO FOUNDATION ANCHORAGE TO FOUNDATION @ 3"OC EDGES& 12" @ 9"OC MASA) / a 1 OR FLOOR,REF PLAN a OR FLOOR,REF PLAN 3 3'-O"WIDE x AS SHOWN x 15"DEEP LONG: (5)#4 TOP&BOT OC FIELD w 1 I w TRANS:#4 @ 12"OC TOP&BOT v��tir`�t� Lj 2x OR 3x SOLE PL REF PLAN p 2x OR 3x SOLE PL REF PLAN I SHEAR WALL GEN L { L ABL O L E LL TYPES): '' �&SHEAR WALL SCHEDULE &SHEAR WALL SCHEDULE 4 2'-6"x 2'6"x 10"THICK (3)44 EA WAY EQ SPACED GOT 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 EDGE NAILING �- SHEAR WALL EDGE NAILING 5 3'-O"x 3'-0"x 12"THICK (4)44 EA WAY-EQ SPACED BOT 2 SHEAR WALL FRAMING 1S TO BE 16"OC UNLESS NOTED OR DETAILED OTHERWISE. 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT NOTES: NOTES: 3 SHEAR WALLS ARE TO BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OR DETAILED OTHERWISE. 1. REF ARCH FOR WALL FINISHES,FURRING,ETC. 1. REF ARCH FOR WALL FINISHES,FURRING,ETC. 2. REF ARCH FOR ADDITIONAL REQUIREMENTS 2. REF ARCH FOR ADDITIONAL REQUIREMENTS 3 7 2'-D"WIDE x AS SHOWN x 12"DEEP LONG:(3)#4 BOT NOT USED ON THE 4 ALL NAILS STATED ARE COMMON NAILS UNLESS NOTED OTHERWISE.8d GALVANIZED BOX NAILS MAY BE SUBSTITUTED FOR THE TO MAINTAIN FIRE RATING. TO MAINTAIN FIRE RATING. TRANS:#4 @ 24"OC BOT CLUB HOUSE 8d COMMON NAILS. TYPICAL WALL CONSTRUCTION W1 &W2 PARTY WALL CONSTRUCTION W3 8d=0.131 x 2-1/2" HOLDOWN SCHEDULE 10d=0.148 x 3" CO MARK HOLDOWN ATTACHMENT ATTACHMENT TO POSTS COMMENTS 16d=0.162 x 3-1/2" FOUNDATION UNO ON 5 LTP4 PLATES SHALL BE INSTALLED W/(12)0.131"x 2-1/2"NAILS. 1 BEARING WALL CONSTRUCTION , E ' PLANS OR DETAILS Si 3 SCALE:NTS LLI I - 6 ANCHOR BOLTS SHALL BE GALVANIZED&SHALL HAVE A 114"x3"x3"GALVANIZED PL WASHER BETWEEN THE SILL PL&NUT. NOT REQUIRED ANCHOR BOLTS SHALL BE PLACED SO THAT THE EDGE OF THE PL WASHER IS 1/2"MAX FROM THE SHEATHED FACE OF THE WALL. 1 SIMPSON HTT5 (18)0.162x3 1/2"NAILS USE SIMP.SSTB24L INTO (2)2x STUDS PROVIDE#4 DOWEL W/ WHERE SHEATHING IS APPLIED TO BOTH FACES,ALTERNATE ANCHOR BOLTS,OR SIMPSON MASA-SEE DETAIL 7/S5.1 FOR W STEM WALL. USE 5/8"DIA MIN STANDARD HOOK @ EACH ANCHOR BOLT PL WASHER REQUIREMENTS. U Oa ASTM A36 HEX HEAD A.B. HOLDOWN LOCATION 7 PENETRATIONS GREATER THAN 4"WIDE x 4"TALL IN THE SHEATHING OF SHEAR WALLS SHALL NOT OCCUR UNLESS APPROVED IY EMBED 8"INTO FTG.WI BY ENGINEER. PENETRATIONS SMALLER THAN 4"WIDE&4"TALL SHALL BE BLOCKED ABOVE&BELOW(STUD-STUD)&EDGE co I- 1 1I4"x3"x3"PL WASHER NAILED. F.6111 BETWEEN H BETWEEN DBL. NUT @ BOT. �'�/ O LL OF THREADED ROD WHEN 8 SIMPSON MASA SHALL BE APPLIED DIRECTLY TO SILL PL.DO NOT ATTACH LEGS OVER SHEATHING. DO NOT ATTACH LEGS TO STUDS. f..L O 0 NO STEM WALL OCCURS. � 12C I- 2 � 9 SEE DETAILS 3/85.1,5/S5.1, 6IS5.1,7/S5.1,& 31S6.1 FOR TYPICAL SHEARWALL INSTALLATION. 7- z Lli Wco O 2 SIMPSON HDQ8 (20)1/4"DIA.x 3"SIMPSON SIMPSON SSTB28L (3)2x STUDS PROVIDE#5 DOWEL W/ SOS WOOD SCREWS MIN STANDARD HOOK @ EACH SHEAR WALL SPECIFIC NOTES: F 0= Z i ¢' HOLDOWN LOCATION ZO 0 } 3 SIMPSON HHDQ31 (24)SIMPSON SDS 1/4"DIA x 1"DIA ASTM A36 THREADED 6x POST OR PROVIDE#5 DOWEL WI 10 FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR GREATER&NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE L� C7 WITH 0.148x3"@ 4"OC STAGGERED). O LU 0 ce 2 1/2"WOOD SCREWS INTO ROD(12"EMBED INTO AS DETAILED STANDARD HOOK @ EACH W W WO ` OQ LLA' NARROW FACE OF MEMBER FOOTING WI 1/4"x3"x3"PL HOLDOWN LOCATION 11 FRAMING AT ALL ADJOINING PANEL EDGES&SOLE PLATES RECEIVING EDGE NAILING ON BOTH SIDES SHALL BE 3"NOMINAL OR GREATER 0 T a OR AS DETAILED WASHER BETWEEN DBL AND NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE WITH148x3"@ 4"DC STAGGERED)OFFSET SHTG JOINTS TO FALL ON > (n 0 J O NUT @ BOT OF THREADED DIFFERENT DOUBLE STUDS. ' ,- < O 032 ROD SIMPSON LTP4 CLIPS @ SOLE PLATE CONNECTION TO RIM JOIST ARE NOT REQUIRED IF UPPER WALL SHEATHING IS CONTINUOUS& iI I F 0- o j 4 SIMPSON MST37 (11)0.162x3 1/2"NAILS AT --- (2)2x STUDS --- 12 DIRECTLY EDGE NAILED TO RIM JOIST. TOP&BOTTOM(CENTER MIN STRAP ON FLOOR CAVITY (22)TOTAL NAILS) 5 SIMPSON MST60 (24)0.162"x3 1/2"NAILS AT -- (2)2x STUDS - PERMIT TOP&BOTTOM(CENTER MIN STRAP ON FLOOR CAVITY SUBMITTAL {48)NAILS TOTAL) 6 (2)SIMPSON (24)0.162"x3 1/2"NAILS AT --- 4x MIN -- MST60 TOP&BOTTOM. ONE STRAP PER SIDE OF WALL. (CENTER STRAP ON FLOOR CAVITY(48)NAILS TOTAL) REV DATE ISSUE TITLE 7 (2)SIMPSON (38)0.148"x3"NAILS TO DBL -- (2)2x STUDS --- L 3\ 03/20/18 STRUC REVISIONS MSTC66B3 STUDS&(14)0.148"x3"NAILS MIN TO SIDE OF BEAM&(4) 0.148"x3"NAILS TO BOT OF A/� BEAM. ONE STRAP AT EACH \ PE • - • �r 8 SIMPSON HD19 (5)1"DIA STUD BOLTS SIMPSON PAB7(9"EMBED 6x6 HF#2 PROVIDE ANCHOR ROD l` INTO FOOTING) COUPLER ) PROJECT MANAGER: CN 1. DBL STUDS SHALL BE LAMINATED TOGETHER WITH 0.148x3"NAILS @ 4"00 FULL HEIGHT(TYPICAL) DESIGNER: YS WHERE STRAP HOLDOWNS DO NOT ALIGN WITH HOLDOWNS BELOW, EDGE NAIL SHEAR WALL SHEATHING TO DBL STUDS BELOW 2. WITH 0.131x21/2"@4"OC DRAWN BY: F E-EN -10 13. INSTALL HOLDOWNS AND HOLDOWN ANCHORS PER MANUFACTURER RECOMMENDATIONS PROJECT NO: 17-7174 4, SEE DETAILS 3/S5.1,5/S5.1,6/S5.1,AND 5/S6.1 FOR TYPICAL HOLDOWN INSTALLATION. DATE: 1/12/2017 SCALE: AS SHOWN iiiimw 22 PLEX BUILDING J SHEET TITLE: SCHEDULES AND NOTES SHEET NUMBER: S1 . 3 3 . • _____ i:4 .) • FROELICH ENGINEERS I PORTLAND: (503)624-7005 BEND: (541)383-1828 DENVER: (720)560-2269 froelich-engineers.com JOB# 17-T174 (----- \\,..11:) 3 1211111 'frA T 1. i(!_444 S•_.,. ,r2:-..Ni, r)„.i.1 .[z:-.tiii: • .' 15412 1 I i i I I ki.rw I i I v.' It.'?.,C • IIFOR FRAMING, 0 I I I I REFERENCE I I ( riefr SHEET S2.5 A&B. e 1 I EXPIRES: 111V 1 f S2.5 • I i I 1 1I i F I i i I I I I f I A 1 I I ice' I I I � I1-.. 03 TO PLATE - -- - Ems --- - -- - -- - - - - - - -�-;- - --- -- - _.r� _ _ - -- - ----- -, _. T 1 7 ill? ___ FOR SHEAR WALL& /" W HOEDOWN OF LEVEL 03, / • .I \ r� NC SHEET t'I ;I `2I v! REFERENCE - S2.5 A8.13I / ° UJ W II ,I r , >� I , I I v Q \.. FOR FRAMING, \ • •I REFERENCE i I IL ? I' a . . I SHEET S2.4 A&B. C7 hL- 7 I S2 4 cL I— LEVEL 03 CC 03 it----... - -- - • -- - - - - - - .__.: .� _ _ _til .TT r • _� --- LU o z W C — u, 0 O >- � FOR SHEAR WALL& I I I i UJ w O HOEDOWN OF LEVEL 02, /i • ,\ T > 2 J o 0 REFERENCE SHEETI ;I S2.4 A&B Izi rI-� - I . II L . I . REFERENCEG -- Z r i I "LrtL 0= I SHEETS2.3A&B. PERMIT LEVEL 02W SUBMITTAL I - ` I FOR SHEAR WALL& - -- -"-'`^ e HOLDOWN OF LEVEL 01, I ;' ry I,I I \ I REV DATE ISSUE TITLE REFERENCE SHEET S2.3 A&B d• I r Q 03/20/18 STRUC REVISIONS [ 1,./. • a II I I �,, • � ; i I I', ` - I FOR FRAMING, \` �\ REFERENCE �--- 111 T L -�� J SHEET S2.2 A&8. ff I L[ \-\ 1 \"\ �\ I 52.2 PROJECT MANAGER: CN LEVEL 01 _— _ — _ - - _- - , I - _.:___L______- I I - 1 DESIGNER: YS r. , 1 FOR SHEAR WALL& �- YI I L r —� 3 I I I I ' DRAWN BY: FCE-ENG-10 O HOLDOWN OF LEVEL 00, I i III REFERENCE SHEET �• PROJECT NO: 17-T174 S2.2 A&B i _ DATE: 1/12/2017 I, ,J/ J/ \ SCALE: AS SHOWN \, r 32.1 7". 22 PLEX BUILDING J LEVEL 00 ._� I _ . LI - - - - - - - - - I; .�I I I i r , - - -- I I I I i I SHEET TITLE: ! `- --I ! i I FRAMING & SHEAR WALL MAP ri--- 22 PLEX — FRAMING & SHEAR WALL MAP K_2.0fSCA10E114" = 1'0" •/ 1 fi-T 0 SHEET NUMBER: FOUNDATION PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT {' SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE • ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS __ ARE ENCOUNDERED,NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNOR PRIOR TO BID OPENING. C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT, SEE DETAIL 2/S5.1 D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1/S5.1 I E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. F R O E L I C H ENGINEERSF. PORTLAND: (503)624-7005 ZA ZB ZDV KEYED NOTES BEND: (541)383-1828 DENVER: (720)560-2269 29 PT 6x6 HF#2 COLUMN. SEE DETAIL 13/S5.2 froelich-engineers.com JOB# 17-T174 37 4"CONC SLAB ON GRADE W/6X6-W1.4XW1.4 MESH OVER VAPOR BARRIER PER I ARCH OVER SUB-GRADE PER GEOTECH I I I ( FOOTING SCHEDULE SIZE REINFORCING NOTES II ,...... — I — — — — — T _ — — I I — — — — — — — — — 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT ‘ tea' TRANS:#4 @ 18"OC BOT - 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT �,-'`- '�. I TRANS:#4 @ 18"OC BOT r - - 3 3'-0"WIDE x AS SHOWN x15"DEEP LONG:(5)#4 TOP&BOT el ash., - r - - r - - 1 TRANS:#4@12"OC TOP&BOT I I 4 2'-6"x 2'-6"x 10"THICK (3)44 EA WAY-EQ SPACED BOT f , l'** t it s 5 3'-0"x 3'-0"x 12"THICK (4)-#4 EA WAY-EQ SPACED BOT 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT ❑ ❑ 0 0 0 0 3 0 0 _ 0 0 0 0 7 2'-0"WIDE x AS SHOWN x 12"DEEP LONG:(3)#4 BOT NOT USED ON �' � REF 11S2.2A FOR TRANS:#4 @ 24"OC BOT THE CLUB UPPER FOUNDATION I I HOUSE IN THIS AREA. (22--, s5.3 II —� I _._! __ REF DETAIL 7 _ REF DETAIL 20/55.2 FOR 20 20/S5.2 FOR FOOTING SIZE 35 2 - FOOTING SIZE (20) 5. W1 I W1 1 ° -� - - 2 „,,,- 4 r I . . , a r -I1- 1 1 7 -I I- 7 r- 7 I- 1 r- - L � I F- I a I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I- U) I I 1 21 19 I 1 21 I I 19 21 I I 21 I I I I 21 Q ® I I I S5.2 ® I I I I I I I I I 1 W I I I I I I IVE7 I I I I I 1 ... I J L J L J 1 L- t -1 L _1 L _I L _ _ W 0 _ _ L._ ... ..asW 1 T -, if , ' _ r_. 1 w17) I I © // o W iz iz 1 j 1 m ED ® CC 8 O ( o 0 - - r--_J I _ _ _ w o Z W � 7 L H— �° zre c0 _ I— a> I 1 I r -1 � - f- > r- — -- � f - - - o i-urz (� w Wi W1 w1 Wi W1 w O > I 19 2 2 19 2 I I 2 2 19 > i4 J oe0 1 ""' CD0 O C° z I NV® 1 ; I n ® ® W 0- P > 1 n 1 w1 ® W2 I W2 2 2 2 2 I m I . , . ED L I PERMIT I ,- I SUBMITTAL - P r.IL I W5 I 12 W3 W3 REV DATE ISSUE TITLE I 2 © S5.2 2 © 2 3 03/20/18 STRUC REVISIONS �-w / I TYP f . \ TYP 12 CJ I CJ i18N 8 M S5.2 Mr I CJ CJ \S5.2_1 PROJECT MANAGER: CN - L _ I L 1 - I DESIGNER: YS - 1 I-I r -- 1 I I f DRAWN BY: FCE-ENG-10 IL J L_ W I- 1 _ -` I- PROJECT NO: 17-T174 -1 I -W i I I W I I DATE: 1/12/2017 n .. 1 1.. L" _1 I 2 I I L— _I I 2 I I L I- SCALE: AS SHOWN :',.. ..:...n, I 1 _ I I • Iia)-• llifl 11 --_ _ ® — ® 1 i I 1 1 1 — ® I 1 - - ® 8 I ... I I I . Ell giir i_ w1 Ini I 1i --=• r WI - RI I Ii I r 8 - 3 4 - - - J ® 4 � - �- J ® •. - - - - • 3 `- 1 - I ® � 22PLEXBUILDINGJ 1 Mr 137 1 I I SHEET TITLE: FOUNDATION PLAN - WEST 1 ZA @CZE J SHEET NUMBER: 1 \ FOUNDATION PLAN - WEST 52.1 A SCALE4: 114: = 1'-0" S2 17-T17 ■ immimmo FOUNDATION PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS _41111. ARE ENCOUNDERED, NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION INA : TIMELY MANNOR PRIOR TO BID OPENING. T C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 2/S5.1 f' Y D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1/S5.1 E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. F R O E L I G H ENGINEERS A 7".- (5 EZJ KEYED NOTES PORTLAND: 3 005 3833-182-1828 - DENVER: (720)560-2269 A 29 BEND: (541)PT 6x6 HF#2 COLUMN. SEE DETAIL 131S5.2 froefich-engineers.com JOB# 17-T174 37 411 CONC SLAB ON GRADE W/6X6-W1.4XW1 A MESH OVER VAPOR BARRIER PER I ARCH OVER SUB-GRADE PER GEOTECH I FOOTING SCHEDULE SIZE REINFORCING NOTES _ _ - _ _ _ _ - _ - - _ ` _ 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG: (2)#4 BOT4 f TRANS:#4 @ 18"OC BOT 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT ; " ., � . TRANS:#4 @ 18"OC BOTils 1547 a 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG: 5 #4 TOP&BOT • --r- ~ ib" TRANS:#4 @ 12"OC TOP&BOT I I 4 2'-6"x 2'-6"x 10"THICK (3)-#4 EA WAY-EQ SPACED BOT •``. { . . t 4 5 3'-0"x 3'-0"x 12"THICK (4)-#4 EA WAY-EQ SPACED BOT a O 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT a4 7 2'-0"WIDE x AS SHOWN x 12"DEEP LONG: (3)#4 BOT NOT USED ON o o a lop** liliftt� REF 1/S2.2B FOR TRANS:#4 @ 24"OC BOT THE CLUB I UPPER FOUNDATION HOUSE --. IN THIS AREA. I .a ' , 22 -I- - S5.3a I - J _ REF DETGF AIL 20 20155.2 FOR VP EMI FOOTING SIZE - I VP _ a 4 1 I- 7 I- 7 I- -1 I- 1 I I 11 I I I I I I - I - f'"" W1 W1 , 21 21 W'! - 1 2 1 _ I 2 137 / I 55.2 2 1 W 1 W I I I 19 i d J L J =1 L J L L J 2 . W W -_ �.- - t .�I L-..- .�.. - -..,ate... - _ _ - - -- -� - 0 U o fY = o • W1 rwl r 12 2 I 1 t,CLQ W I ---- -- --- • I 1 w1 ! /` I I ` _1 W '>- F— Z � J � � - - - - -• - -- I - - - - - - Z i- a 0 .., ` , II I .. _. W1 Ct LO O >- 11 r c7 . r _ - - w1 - - _ — .- - � �- w1 —I • > r w1 i W19.1 3 ' ' r Oro � V ! � 2 19 I 2 2 I 2 (7),_ o .._I O I I 1 s_. W2 - imirim � O 01 cl I 2 - g W F- a- r- W2 ii 2 -4- i m I _ _ j f— PERMIT L I SUBMITTAL 3 > I _ L --1 ,, 1 Li �� ® W1 ; =L W2 +co 3 :. 2 2 ) I 2 a II r I r - - W3 1 j -T =..... i L. 'x _ I I C. - _ REV DATE ISSUE TITLE 2 > V -1 - I { r— © I W 1 A\ 03/20/18 STRuc REVISIONS 2 �— C;.) I 12 5. i a _I S5.2 CJ g S5.2 1 �S5.2 TYP I CJ • 55.1 CJ }- _ W5 PROJECT MANAGER: CN 1 I L J I 1 2 r J DESIGNER: YS - _ I � �-, ) L— — I �__ I1 Jl r i DRAWN BY: FCE-ENG-10 I— w1 > - - - L J I r W1 I J PROJECT NO: 17-1174 1 = I I , I 2 DATE: 1/12/2017 I I L L... J I 2 I i I — n ._-...... L , ! SCALE: AS SHOWN I I �� r- I 29 — 1 _ — — I _ _ - ' ' 1 n n Ir I G�► _ - 29 - - -,. 4 _ .. - I I_ — w1 _ - I I— I (4-- , I ILS -- � _— _ a DII I '-1 P I L =4 I I I W1 WI - 4g;IF 4 CD , W1 8 s 4 J ® �y ® 22 PLEX BUILDING J 2 I I I 1 TV I I I Iii I L - J- J 13 [ j_ J ® SHEET TITLE: 4 S5.2 4 I FOUNDATION PLAN - EAST 0 � I \E j * ZH SHEET NUMBER: 1 FOUDNATION PLAN - EAST S2.1 B SCALE: 114: = 1'-0" 17-T174 S2 . 1B FOUNDATION PLAN NOTES FLOOR FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. I A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. ' Al . B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS AND CONDITIONS NOT CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE q" ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE ARE ENCOUNDERED, NOTIFY THE ARCHITECT I ENGINEER FOR THE CLARIFICATION IN A THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS TIMELY MANNOR PRIOR TO BID OPENING. REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 2/S5.1 ARCHITECT I ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1/S5.1 C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. OTHERWISE F R O E L I C H D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEERS THE SAME SIZE (MIN) IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 NOTED OTHERWISE. SEE DETAIL 4/S6.1. BEND: (541)383-1828 /r/1.„.......^ ^i„.......\...-...\^I' f f f f /�s^/1./'�,' ",/'^. DENVER: (720)560-2269 /3\ E SUPPORT ALL GIRDER TRUSSES WI A MIN OF(2)2x6 STUDS (OR(3)2x4 STUDS froelich-engineers.com AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION, TYPICAL UNLESS NOTED JOB# 17-T174 OTHERWISE. ZA (ZB ZD F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) _� ® CRIPPLE&(1) KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL ® 2156.1 MP TV O ® 9 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT '- NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE ® 4 - I -- --- - -- 4 r ,- - ® IMF CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER 4 4 r T r 1 - SIM AISC CODE OF STANDARD PRACTICE. " r-- ---I - r - --i ® 9 ® , I • L J [ I I ■ I Alik I11:11 - -� I7 `, •' itt_. 4 0 I I I I 0 _ _ ,,S5.2 .I ❑ I I ❑ I -- 55.1 .� 1 u 29 -- J 4 -- / �:.� ❑ KEYED NOTES ,III I / [ TYP i TYP AT TYP AT0 - - - ` L DOORS J W1 - - -t -- J -L - --- �_- -- n1i 1/4" MAX GYPCRETE OVER 3/4"APA RATED SHEATHING. • "i""� / \ �.�,�-I ■ DOORS` GS► �,�,�,�„� ; I 2 I I tir�,�,\„� 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC f` * '*.er > `� w1 I I ,,. ,. W1 1, S5.1 I ) I I I r 5 I i -- -- 2 ----J I I 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK o + .. 2 j T 26 W1 7 I- , I I I -�J - 1 r W1 26 15 SIMPSON CMST14 x 14-0 CENTERED BETWEEN DRAG BEAMS. USE (2)ROWS r-�.�nnnn� tiwv� 2 I I I I I I II L 2 I L - - 0.148"x3" NAILS @ 5 1/4"OC. 10CPMES.i.. .tithl".-1.:- 1 � TYP 1 TYP I 1 16 3 112x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 112 -B1 B1_ 1 61 I I--- -I r - - -I r -- r - --I _1_ W2 m I 1 - - - - 61 FLOOR DEPTH CONDITION.) IMMIIM r I- 81 I 61 I B1 61 161 I B1 > I 61 61 B1 I B1 17 SIMPSON CS14. STRAP 3'-6"OVER DRAG BEAM W/ 2 ROWS 0.148"x3"NAILS ±6" I I I I I .., I I ® I I I > 2 I- I 32 - I II _ I I I I I I I OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM)W/(2) ROWS 0.148"x3" NAILS@ - J - - J L -- J L - __ J L , _1 LT - J 17 S5.3 I (-1-0- _ .J L _.. - J L._ -J@ t6"OC. SEE DETAIL 14156.2 AND 20/S6.2. - 4� 4 4 4 4 S5.2 I 1 I 6.1 4 I ' I 4 I 4 20 2x SPACED DECKING I 0 � � � EQ EQ EQ EQ EQ EQ EQ EQ EQ I EQ EQ EQ EQI EQ 21 ALIGN BEAM WITH WALL ABOVE / W1 / / W1 I I � I / / O / � 28 - I ' I /3\ 23 1 314"x 11 718"LVL BLOCKING UNDER WALL ABOVE. iD 22 2 © 2 I f7 28 W1 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO 4x BEAM- 5.3 I �J 2 W1 SIM W1 m �� * -_- 28 4"CONC SLAB WI 6X6-WI.4XW1.4 MESH EA WAY OVER VAPOR BARRIER ON TOP B A ® OF PT 3/4"APA RATED SHEATHING,SEE ARCH. 2 CJ 21 > 2 Fd+h'� I-I'I ©� i J7 I 29 PT 6x6 HF#2 COLUMN. SEE DETAIL 13/S5.2 114� 10 5 �J /3\ 15 CJ 17 14 S� 55 1 \ ® I W1 35 6x6 HF#2 POST W/SIMPSON ECC OR CC POST CAP. -1_, S5.2 S5.2 S5.2 I Z (L S5.2 �- _ 2 41 PT 6x6 HF#2 COLUMN. SEE DETAIL 15/S6.2 �` ` �. I > I - -J ' `✓ ` I L. I -1 42 ALIGN DBL JOISTS WITH POST ABOVE. (�� 4ri. _1-- -" --__- =---�i -J-"-i•• L. -�- 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. "" �` i - - - - - -. - J - - 46 5 1/2 x 18"GL RIM OVER THE BACK WALL OF GARAGE.TO BE CONT OVER WALL � = 2 I ® -.- _ OPENINGS. REF 24/S6.2. UJ 1--" 2g S5.1 I �� SIM L J7 I rw, Q W CD -- - - : / CJ - V -- m HEADER/BEAM SCHEDULE ce,° ® I a I = 28 HEADER 1 BEAM SIZE l3, POST/COLUMN TYPE (UNO) it Lu 0 vir • • 6 . A . i I r / 1-,...................4... H1 4X8 DF#2 (2)2X6 OR(3)2X4 CRIPPLE AND(2)2x KING Ce p . . , , it, s - s�w�t: �s ee ir�l �w �e�Eih4 .. .� . b . e ms• :df�a � m.. ... a� a:��w 4X10 DF#2 x6 a ( ) x4 CRIPPLE AN O x KING OFQ Q Q • B1 (2}2 R32 D22 O W y- Z w o 4v ® v 33 v e B2 5 1/2 x6 GL (2)2x6 OR(3)2x4 HF#2 ) I� 2 Z a rn 29 28 t� S6.3 S6.3 J6 B3 3 1/2 x 11 7/8"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) _ / c) O O c4)- 4 4 �•S5.3 S5.3 12 A A - B4 5112 x 11 718"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) LL.LL � PQwo` S6.1 v (112 6..1 l I B5 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) p Q 13 0 I I - I Qw- �,. B3 B6 PT 4x12 HF#2 PT 6x6 HF#2x6 HF#2 AT WALLCS O 1-Et"r ; r p...............-9. '� . t A (4 S) c] � O ca 2 L , ! 1 E �� I� i i____-.____ L • =��^S I - - B7 5 112 x 15"GL 6x6 HF#2 L_sa�a�� M L.� W H a, - ® i F j ��_ �R L 3 M• 11---" 1.1i p B8 5 1/2 x 18"GL 6x8 HF#2 } I 1 1 j I B9 5 1/2 x 21"GL 5 1/2x6 GL POST / Ark II )I j I •L B10 6 314 x 31"GL ) 5 1/2x7 1/2 GL POST PERMIT Vir ► t 1 B11 5 1/2 x 9"GL {� (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING ) 0 0 ? SUBMITTAL r" I N- II I B12 PT 51/2 x 15"GL ( REF PLAN '�`? - 4 r- -1 - `� L 1 ___ ` q 8 I BEAM SPECIFIC NOTES: � � t.1 1 I .__.___itt= �,� I 1 MI I Y- S6.1 11-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. 1 M 1 I 8 m L 1 ,,. Q 12-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END UNLESS- ) I I I S6 1 �-"^' a `'-1 NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. I ,Fr=d 1 3 1 REV DATE ISSUE TITLE C I 0 ej 0 0 Q ^ 3 03/20/18 srrzucREvlslaNs 1 I I� V lir I I r. "-----'r\r1 r4� rti ii im / \ JOIST FRAMING SCHEDULE ) i 1 I I C I► ® 4 . 1 1 �L DEPTH JOIST TYPE AND SPACING ` I I i 10 I 1 ( J1 11 7/8" RFPI-400 @ 19.2"OC ) E i I 1 II �I 56.1 1 I ( J2 11 7/8" (2)RFPI-400 @ 19.2"OC ) PROJECT MANAGER: CN 1 J3 11 7/8" RFPI-400 16"OC 6 E I @ DESIGNER: YS 8 ) 56.7 0 S6.1 I J4 11 716" RFPI-400 @ 12"OC ) DRAWN BY: FCE-ENG-10 I iII ( J5 7 1/4" PT 2x8 HF#2 @ 16"OC ) 1 d 1N PROJECT NO: 17-T174 I ® 1 : y I J6 5.5" 2x6 HF#2 @ 12"DC I Il DATE: 1/12/2017 g J7 11 718" 1 3/4" 1.5E LVL @ 16"OC ) D ... .... .. - _. . �.. .. ._. i 1 ---- .. . . SCALE: AS SHOWN ® I _-' J8 11 7/8" (2)RFPI-400 @ 12"OC ) o20 • 1 20 = 1 - m .�.� .�„,.�.�. J.--- 0 1 7i : 1 N.T ----[--_ -1�_ _ rN 1 III ,... �................. -... - 1 ..... .. . ® I = f FOOTING SCHEDULE ©AL A. - --, T -n- T --.___-� , _ � - , . . . 71___� . WT. .. .. .. .... _ 22 PLEX BUILDING J I 1 �- 86 ! �,f? r I 0 1 I B6 1 r r hnnnnnn. 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I A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE `:"yy� ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE "� ARE ENCOUNDERED, NOTIFY THE ARCHITECT 1 ENGINEER FOR THE CLARIFICATION IN A THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS TIMELY MANNOR PRIOR TO BID OPENING. REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE I C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT, SEE DETAIL 2155.1 ARCHITECT 1 ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. I D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1155.1 C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. OTHERWISE F O E L I G H D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEERS ; THE SAME SIZE (MIN) IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 ZFNOTED OTHERWISE. SEE DETAIL 4/S6.1. BEND: (541)383-182$ DENVER: (720)560-2269 _} 0E- SUPPORT ALL GIRDER TRUSSES WI A MIN OF (2)2x6 STUDS (OR(3)2x4 STUDS } froelich-engineers.coni AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION, TYPICAL UNLESS NOTED // JOB# 17-T174 OTHERWISE. F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) ® - I ® ® ® 29 I ) CRIPPLE &(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL I 4 - - ‘17 4 - - VP a - - MY 4 - - Vigi ® .1 " _ " _ �..� f _ " _ " _ ) r -I --I r -I G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT gh i L -I I ! ® All ! I I I 23 4 9 Alk 23 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE II -- S5.i 0 CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER i GI �TYP AT I/� I S5'1 TYP AT L I I �TYP AT I S5.3 AISC CODE OF STANDARD PRACTICE. - L- - - - - - - - - ._ - �� - - ':'ase, !, DOORS I €1 ED DOORS `� J ■ - DOORS 9 W1 r •.�.vw..- -a nn. I j I .� I j j ! w �'` KEYED NOTES I . I 21 r J L:.. W1 26 - .__.- I 21 I r Wi 26 /� 1 1 1/4"MAX GYPCRETE OVER 3/4"APA RATED SHEATHING. "+� " I L J I - 2 2 /3\ 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC _'.`. zr ' 4 , 44 (r. . - I I i TYP I I _ _- TYTV P - 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK �` + } - 7 B1 BI B1 r--- --I I- --- -I r- - -I r - - -I r - - -1 r - - r - - 7 r - - 7 B1 - I B1 I- 1 I I I I I I I I- 7 1 1 r 1 I I I I I I I 1 15 SIMPSON CMST14 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE(2) ROWS 0 I 0 0 ■ ■ • e • 0.148"x3" NAILS @ 5 114"OC. ; I I I I I I I I I I I I I I • I I • I I I I I I 1 I I Imo; - J L __. _... J I I L _ _ J L _ _ J L - - J L - -J L- - J L-- J L _ _ J L _ _... J I L - _.. J - -J L - _.._ J - -J - 16 3112x117/8LVL DRAG STRUT TO RECEIVE STRAP.(USE4x6DRAG STRUT AT5112" 4 1 I I 4 4 I 4 4 I ' I 4 4 4 I 4 4 FLOOR DEPTH CONDITION.) I I I ® 17 SIMPSON CS14. STRAP 3'-6"OVER DRAG BEAM W/(2) ROWS 0.148"x3"NAILS @ ±6" EQ EQ I I EQ ,, EQ EQ �, , I EQ , EQ EQ EQ EQ EQ EQ EQ I I EQ EQ EQ , - I EQ _ EO E4 - IMF OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2) ROWS 0.148"x3" NAILS / / ( i. / I / / - / / - @±6"OC. SEE DETAIL 14/S6.2 AND 20/S6.2. W1 I 28 Y 2 J7 17 14 W1 28 W1 ; 20 2x SPACED DECKING 2 I MYW1 S5.2 S5.2 W2 2 2 )21 ALIGN BEAM WITH WALL ABOVE 10 14 W1 W1C%\:-J'' SIM 2 2 L - - - - 1 A\ 23 1 314"x 11 718"LVL BLOCKING UNDER WALL ABOVE. S5.1 S5.2 22 10 14 I 26 - 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO 4x BEAM. S5,1 S5.2 S5.3 ...� r • I 22 28 4" CONC SLAB W/6X6-W1.4XW1.4 MESH EA WAY OVER VAPOR BARRIER ON TOP 17 14 I ® �- S5.3 OF PT 3/4"APA RATED SHEATHING, SEE ARCH. 55.2 55.2Vir r - - , r -: r , -YI I 3 • I I I I I I I 35 6x6 HF#2 POST W/SIMPSON ECC OR CC POST CAP. 2 L - - J 1 it- - J L - - J W1 41 PT 6x6 HF#2 COLUMN. SEE DETAIL 15156.2 IIIV � 4 j 4 I 2 • 42 ALIGN DBL JOISTS WITH POST ABOVE. I- \ SIM I EQ EQ i EQ EQ EQ rr^� CJ / �,r / / 44 PT(2)2x JOIST MIN. WITH SIMPSON HUC GALV. uJ I = Q �j • 46 5 1/2 x 18"GL RIM, OVER THE BACK WALL OF GARAGE. TO BE CONT OVER WALL CJ 00 14 17 • OPENINGS. REF 24156.2. W 28 v • S5.2 S5.2 I ' ' 1 co . 7 46 a) _I 1 _ W ¢ �� mix - �..,. ,�,.�». .,... -- �, - • , , � „ ., „ ,. „ ...,..y Ifili HEADERIBEAM SCHEDULE O o ® Lk. B Q 33 p 1 - HEADER 1 BEAM SIZE /3\ POST/COLUMN TYPE (UNO) w I_ I-7- S6.3 e `� - f 1Y - S6.3 S6.3 4 I 0--. H1 4x8 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING I 1..0 ❑O O 12 (0 Q 1 12 - 81 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING } z Li 8 56.1 ® \11 v H1 TYP 1/ S6.1 I B2 5 1/2 x6 GL (2)2x6 OR(3)2x4 HF#2 2 z LU rn � .-.•�� - -, ? • B3 - -- 4 (3 6 co < - 1 - B3 3 112 x 11 718 GL 6x6 HF# x6 HF#2 AT 2x4 WALL I „ 2(4 S) •� i - > � I I --.--� r .L J �- I B4 5 112 x 11 718"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) Ui 1� --- Lam=,. 13 L .-- 1.11 _:�. j � L i ) - - - • 1 .- j tel 1 r I 0 85 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) p O > Q ea iJ' - - il . I 1 ❑ J O � J1 - I I I 01 B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) ) _ H Q O O a / IF is I. I 1 I Fcal I -1 \'1 B7 5 112 x15"GL 6x6 HF#2 } w CL P_ '' I 88 5112x18"GL 6x8HF#2 +i �� I 11 ■▪: 1 I 1 t 1 -� s S I 89 5 1/2 x 21"GL 5 112x6 GL POST --- ▪" k E _-� -._ ,.,,. . . 163 I r 56.1 " . i.a �, r �`"' 1 1 . Ir_ B10 6 314 x 31 GL 5 112x7 1/2 GL POST PERMIT ' 4 8 I I ' _ j'L.--r�r,NjjMI�-IM---.. I I S6.1 i ® I' I ® - -------- 1 B11 51/2 x 9"GL (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING m `� ' ,, I 111 i ; B12 PT 5 112 x 15"GL REF PLAN SUBMITTAL 1 r y it = t • /_..s-ii I 7 BEAM SPECIFIC NOTES: �w���wW�� S6.1 t-� P- 6 1 C I ! ca 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. I 56.1 itI v j \ 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END UNLESS C1 I IM = `�J j �� I ! \ NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. , _� �� ) REV DATE ISSUE TITLE 0 i 1 ____ 7 6� k ^ C I i. 6::+6 I 1 n 03/20/18 STRUC REVISIONS L °� > SIMtp 1 /s JOIST FRAMING SCHEDULE ) 7 •I 1 o J3 m 1 11 10 I e i S6.1 DEPTH JOIST TYPE AND SPACING ) 56.1 S6.1 I i I J1 11 718" RFPI-400 @ 19.2"OC ) J i SIM 1 - j (0 = 1AIL J2 11 718" (2)RFPI-400 @ 19.2"OC ) PROJECT MANAGER: CN _1 ' 7 ® I , 1 '� J3 11 718" RFPI 400 @ 16"OC 1 I ' - -.0-- __ _ I J4 11 718 RFPI-400 @ 12"OC - ---_ --- DRAWN BY: FCE ENG 10 • - �. i-- ,.....�._ _ _.. ..-- -- -- J5 7 114" PT 2x8 HF#2 @ 16"OC Q : > - . . _. L -- I PROJECT NO: 17-T174 1� 20 �► _ ) .J 20 I /,- J6 5.5" 2x6 HF#2 @ 12"OC : , 1. _ _ 1,-7-- DATE: 1/12/2017 _E:1 1 0 / I __.____ 11 • J7 11 7/8" 1 3/4" 1.5E LVL @ 16"OC L..........,._._ ._ I SCALE: AS SHOWN SS / _ I_, . Q 0 J8 11 718" (2) RFPI-400 @ 12"OC Tr 2 0 - 1----:111-------11.------._. I 4 t r - I � �� B6 > 56.1 L---Q A-7,-.„16-71 „.- I- 66 --J.� I 0 ©AlkI l A . L _ - --- ---- - _ © 6 0__ -! ® FOOTING SCHEDULE L 23. SIZE REINFORCING NOTES 22 PLEX BUILDING J S6.1 ® r I 56.1 S6.2 56.3 23 !:21I 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG: (2)#4 BOT S6.2 TRANS:#4 @ 18"OC BOT r I `2 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT 1 El { TRANS:#4 @ 18"OC BOTSHEETTITLE: I L I - I - 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT TRANS:#4 @ 12"OC TOP&BOT FIRST FLOOR © I 4 2'-6"x 2'-s"x 10"THICK (3)-#4 EA WAY-EQ SPACED BOT FRAM 1 N G PLAN - 11 NV 5 3'-O"x 3'-0"x 12"THICK (4)44 EA WAY-EQ SPACED BOT S3.3 6 3'-6"x 3'-6"x 12"THICK (4)-#5 EA WAY-EQ SPACED BOT EAST CI ZG SIM ZHNOT USED ON VV f� 2'-D"WIDE x AS SHOWN x 12 LONG: (3)#4 BOT 42) 7 DEEP TRANS: #4 @ 24"OC SOT THE CLUB HOUSE A FLOOR JOIST FRAMING UPDATED SHEET NUMBER: `' DF STUDS AND COLUMNS CHANGED TO HF 1 FIRST FLOOR FRAMING PLAN - EAST HOEDOWNS UPDATED FOR HE STUDS SZ2B SCALE174 114: = 1'-0" S 2 17-7 ■ 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 ` ARCHITECT I ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR -7 TO BID OPENING. C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED OTHERWISE FROELICH D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WI A STUD OR POST OF ENGINEERS / THE SAME SIZE (MIN) IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624 7005 n �� ZD NOTED OTHERWIS . SEE DETAIL 441S6.1 ^ BEND: (541)383-1828 A A 9. Critib m /3\ 'SUPPORT ALL GIRDER TRUSSES WI A MIN OF (2)2x6 STUDS (OR(3)2x4 STUDS 1 DENVER: (720)560-2269 AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION, TYPICAL UNLESS NOTED J froeiich-engineers.cam S3.3 ® OTHERWISE. JOB# 17-T174 ® 0 0 1 0 F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) S6.2 ® I _ _ _ -I _ S6.2 �� \m f CRIPPLE &(1) KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL 2156.1 S6.2 S6.3 _�' Alli G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT G G " 19 ® OA -1 ®_I B1 �I B1 ® ® © I al NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE J S6.2 S6.1 _I __ f � j S6.1 CONTRACTOR TO PROVIDE SHOP B6 I B7 --- 1.47- ® __ ASC CODE OF STANDARD PRACTICE. WITH DETAILED DIMENSIONS PER 0 - _ - - cv B L B -1- . m _ _ T - Q -- - B7 - - - - 1 p 07 ES 7 al 1., • : eil ---- 0 ,' 0.,411 ,,. •--- s6.1 KEYED NOTES 1 • B B _ B1 B1 j J L-, __ __ I I 'M I B1 j �� r-�r.r� r� :;k , ® f1 _ , r I 1 1 114"MAX GYPCRETE OVER 314"APA RATED SHEATHING. 1 i =--- 1 r I 12 I s 3 1, ---- Q 56.2 1 B11 rl �� , L_., ~ ,,;s s p„L _ I . - ..---.. -- . - 1 I #I / 2 SIMPSON CS16 x 12-0', 9-0 TO 1 314 x 11 718 BLOCKING BETWEEN FLOOR JOISTS `` I ® 0 1 P &3'-0"TO DBL TOP PL OR BEAM. USE (2) ROWS 0.148"x3"NAILS @ t6"OC. Qin I 111 l I 17 3 4x FULL DEPTH DRAG STRUT. TO BE ALIGNED WITH SHEAR WALL. 00 NI I 1 11 IliiAll NI ri 17 - el ! 11 i i t • 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OCEMPIRES;:'uv ti 30 qq N I 0 N 1 I n 12 SIMPSON MST4$CENTERED AT DBL TOP PL BREAK S6.3 III 1 _ 101 15 SIMPSON CMST14 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE (2)ROWS I I j p 1 i7ED--- ® IQ 0.148"x3" NAILS @5 1/4"OC. NI I s> e 03 i 1 © 16 3 112x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2" 7 I 1 NI _ 1:1 FLOOR DEPTH CONDITION.) S6.1 1 r I ;, ri. I 9 17 SIMPSONCS14. STRAP3'-6"OVERDRAGBEAMWI(2) ROWS0.148"x3" NAILS@t6" 1 f��-- 28 3 112" 1718"LVL a I I :';5----------47 ► / 1 36,1 OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2)ROWS 0.148"x3"NAILS r'1 COS6.1 Ila S6.I ! �(W nwc-=w©w ( 1 t1 i 1 ' --- - J`_� r S6.2 g a j @ t6"OC.SEE DETAIL 14/S6.2 AND 201S6.2. i N N � r��.<,. tea, ' - 0 or r 1 II �i r 19 SIMPSON CS16 , STRAP BETWEEN 1 314"x 11 718" BLOCKING BETWEEN FLOOR i N I 6 ' - ,. - __ 7 I r! JOISTS&3I-0"TO BEAM AND DBL TOP PLATE AT EACH END. USE (2)ROWS 11 0.148"x3"NAILS @±6" OC. N N ® 56.1 - -� ___r ---" r-� ® Na SIM �� � �as�• 10 S.Arai fi 11 20 2x SPACED DECKING NI --- _ 11 = � . -- I 35 . S6.1 11 1 21 ALIGN BEAM WITH WALL ABOVE /3\ ill rlB7 B7�- 1 � � ® �-_, � �_ J • 23 1 314"x 11 718"LVL BLOCKING UNDER WALL ABOVE. .I 1137 1 1 N L 1 I 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO 4x BEAM. 56.1 Q 1 S6.1 I el 11 30 SIMPSON HUCQ-SDS HANGER V J iI_,; 11 I 35 6x6 HF#2 POST WI SIMPSON ECC OR CC POST CAP. Q It 11: I I 39 5 112x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION LU I CO ~ ® I N _ N 1� 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR W 0 - ____ � _ .._ - 6 N --1 ' - I e A i /3\ 41 PT 6x6 HF#2 COLUMN. SEE DETAIL 151S6.2 gi j .MSM------------- araat�l�a 1111 61 r H1 TYP 1 B7 I IF-HiL42 ALIGN DBL JOISTS WITH POST ABOVE. x 0 0 0 © � ` 0 12 43 HOLDOWN TO BE PLACED AT LEVEL 01 AND EXTEND ANCHOR BOLT THRU CRAWL i- U' �1 Y28 ` • SPACE PONY WALL W/SAME SIZE THREADED ROD AND COUPLER. REF DETAIL O H .r 6 6 CO 6 �� m J6 y S6.1 • S6.3 I S6.1 16/S5.2 FOR MORE INFO. 0 (.2_9_,.; J6 � C 0 �170 o 0 _ _ S6.3 4 17 1!i 4 17 0 '� 44 PT(2 2x JOIST MIN.WITH SIMPSON HUC GALV. Iii o Z w r w. VI © n x H _: .„ _ B3 - . . .. . `�� ,. .. .. - _._..� ,. . . . . .. :.,.� �� . . . . ..... . .. . . .. . ...,. F,..>r. HF 2 POST W IMP C COLUMN CAP z c4 - 52 6 10 # S I SIMPSON C C L A Z 4 �_____ p --- I I jiL==-� I I N• �.�_� B3 I I.�. 11�' LL ® �........ sN -t N ul PRE-MANUF CANOPY i 1 1 © . 1 I L�I 1 N- HEADERIBEAM SCHEDULE Woo >- �(DESIGN&ATTACHMENT "A N N I I � -i x O BY OTHERS) 12 "� 12 m- I ® 1 HEADER/BEAM SIZE /3\ POST/COLUMN TYPE (UNO) `I O M z aaaaaaaa. F- CO U 56.1 win I S6.1 N S6.1 Hl 4x8 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING a. o. C-1-( M 1 51 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING ) Et 0t B2 5 1/2 x6 GL (2)2x6 OR(3)2x4 HF#2 6.� r. ---- ...,.....apsre II . Im ,,�, ,� it - B3 3 112 x 11 718"GL ( 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) PERMIT ! tr 1 N t I B4 5 1/2 x 11 718"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) SUBMITTAL t cr)- N! t I t I m 4 N :• 'm , r •, B5 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) ) ., ..Z 1 11_-- .d p I 4.»y -1 1 _, ,� N 86 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) ) 11 1.�a �j„y . ...,�...�..�.�... � 4. F , 1�i i' 4J 0 B7 5 112 x 15"GL 6x6 HF#2 ) { N!. '� 1 B8 5 1/2 x 18"GL 6x8 HF#2 © REV DATE ISSUE TITLE C 1 23 10 Q i I B9 5 1/2 x 21"GL 5 112x6 GL POST i © 1 ® J3 N 1 © ® L S6.1 1 610 6 314 x 31"GL 5 112x7112 GL POST 03/20/18 3TRUC REVISIONS C S6.1 8 N 4 - 1 et 86.1 M I I B11 5 1/2 x 9"GL (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING 1 N (lo " - h I B12 PT 5 1/2 x 15"GL L REF PLAN 1 6 4 • NI NII 1 1 u Nis I BEAM SPECIFIC NOTES: I S6.1 f I C N g 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. d ; /� -SUPPORT TABLEdR BEAMSON WITHTHE (2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN) PROJECT MANAGER: CN '--"' 7 3\ THIS PLANS- t 0 . .. SII. 0 ® I (�v���������U ��U�� �� DESIGNER: YS .a 1------ -----v�- ^ ^ ^^^^^^^^^^^^r�1 DRAWN BY: FCE-ENG-10 E TT g, 13 I JOIST FRAMING SCHEDULE I `/ PROJECT NO. 17-TI74 5 I ( 22 , ' ® DEPTH JOIST TYPE AND SPACING 7 56.2 • / J1 11 718" RFPI 400 @ 19.2"OC --- T LI --1"----1 ® / ® 20 • I I SCALE: AS SHOWN '� 1 H1 # r t J2 11 7/8" (2)RFPI-400 @ 19.2"OC CI I Atik - Alk - TLi,--- 7 t - - r% © - - © Lir- - .:. •�. . - © r7_ - - J3 11 718" RFPI-400 @ 16"OC a I �� J4 11 718" RFP]-400 @ 12"OC A6.1 A6.1 ��__-- .. wir Q B6 !� _____L��---- ,� 1'�� B6 1'.1 6 6 6 I� J5 7 1/4" PT2x8HF#2@16"OC G I m 0CD 1 m S6.1 J6 5.5" 2x6HF#2@12"dC ) 22 PLEX BUILDING J 23 + S6.1 ® 23 ( J7 11 718" 1 3/4" 1.5E LVL @ 16"OC S6.2 S6.2 ( J8 11 7/8" (2)RFPI-400 @ 12"OC ) S6.2I ! I SHEET TITLE: SECOND FLOOR ! FRAMING PLAN - I WEST Z1 A R IST FRAMING UPDATED pSUDSSAND COLUMNS CHANGED TO HF @ HOLDOWNS UPDATED FOR HF STUDS SHEET NUMBER: (-1---- SECOND FLOOR FRAMING PLAN - WEST S2.3A SCALE: 1/4: = I'-0" - 17-T174 S2 ■ 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 ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED OTHERWISE F R O E L I C H D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ....--_`.. THE SAME SIZE (MIN) IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS ENGINEERS 3 PORTLAND: (503)624-7005 ZF7 I NOTED OTHERWISE. SEE DET 4/S6.1. _ _ _ _ - - - _ BEND: (541)383-1828 L�3 SUPPORT ALL GIRDER TRUSSES W/A MIN OF (2)2x6 STUDS (OR (3)2x4 STUDS DENVER: (720)560-2269 l AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION, TYPICAL UNLESS NOTED Froelich engineers.com OTHERWISE. JOB# 17-T174 F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) AFA ® ( ® I 23 I CRIPPLE & (1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL S6.2 S6.2 S6. 2 2/56.1 27 0 1 CO nP al G56.3 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT ri7 7 0 56.3J AI NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER _ S6.1 Q S6.1 C B7 � B6 L Q � B6 I B7 r _ � AISC CODE OF STANDARD PRACTICE. 1-4-527--'�- - - - - - - - - Qr,(VAd N_ B A - mayIC'! l: s�v---� m d r--v, to m r-- - 11m -v w__., 0 . ., I L- - ® S6.1 1 -- I 0 .. _ �. IKEYED NOTESWI L__ - 61 ; ® 2a -- I B1 I 20 i 61 P i 81 r i-.r�r�i-� `i -.. ^ ' • F I 56.2 1 1 1 114 MAXGYPCROVER314"APARATEDSHEATHING. I 56.2 B1 1 1 I f I - _ 2 SIMPSON CS16 x 12'-0", 9'-0"TO 1 3/4"x 11 7/8" BLOCKING BETWEEN FLOOR JOISTS 8, 3'-0"TO DBL TOP PL OR BEAM. USE (2)ROWS 0.148"x3" NAILS @ t6"OC. ,. ,• ;4 �- 11Q 1 17 B11 , ® Q • B11 16 ® Q ij 6 3 4x FULL DEPTH DRAG STRUT. TO BE ALIGNED WITH SHEAR WALL. \ • / S6.1 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC I 5t/I i 0t" 30 9 30 / \ 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK !62,,, ; S6.3 10 1 I 15 SIMPSON CMST14 x 14'-0" CENTERED BETWEEN DRAG BEAMS. USE(2) ROWS oimm \,.. 6.1.1 �56.1 @ I� 0.148"x3" NAILS 5 114" OC. I © - 16 3 1/2x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2" Q rr__- FLOOR DEPTH CONDITION.) (---;- Q s Z 17 SIMPSON CS14. STRAP 3'-6" OVER DRAG BEAM W/(2) ROWS 0.148"x3" NAILS @ ±6" 56.1 10 �S6.) 1 > OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2) ROWS 0.148"x3"NAILS C I S6.1 Q 0 Q Q L,_ --- - --- } @±6"OC. SEE DETAIL 14/S6.2 AND 201S6.2. Q • 19 SIMPSON CS16 , STRAP BETWEEN 1 3/4"x 11 7/8" BLOCKING BETWEEN FLOOR JOISTS& 3'-O"TO BEAM AND DBL TOP PLATE AT EACH END. USE(2) ROWS I � I 0,148"x3" NAILS @ ±6"OC. / i - 20 2x SPACED DECKING 1 3 Q 21 ALIGN BEAM WITH WALL ABOVE Q3 � jQO !3\ 23 1 3/4"x 11 7/8"LVL BLOCKING UNDER WALL ABOVE. E 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO 4x BEAM. I_-I 30 SIMPSON HUCQ-SDS HANGER ® ® •1 35 6x6 HF#2 POST W/SIMPSON ECC OR CC POST CAP. I S6.1 56.1 S6.2.2 V J 39 5 1!2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION W I- I j I 1 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR 1 1 [I. W 1 kW __ L ...... , 3 41 PT 6x6 HF#2 COLUMN SEE DETAIL 15/S6 2 a F7fal;r.r�r.rar 1 ♦ r rlownw, . . .. R3 �ff� r r.F_ifi� - r --- - ii aii iii... iilliri iiiiii! -- a P ".,\,w.,4 iv�.^i�i�.i.iB v:vvv� _+._- - �r-1 42 ALIGN DBL JOISTS WITH POST ABOVE. H1 B Q Q 0 1 0 vvv 0 0 1 Q 43 HOEDOWN TO BE PLACED AT LEVEL 01 AND EXTEND ANCHOR BOLT THRU CRAWL � I-- ,-,-, 6 6 6 6 8 6 I SPACE PONY WALL W/SAME SIZE THREADED ROD AND COUPLER. REF DETAIL L LiJ S6.1 I © 16/S5.2 FOR MORE INFO. fl 8 CO �' Q 51 M 0"i w 0 Fw- o 1 e ® • Q Q I 44 PT(2 2x JOIST MIN.WITH SIMPSON HUC GALV. O LLI w �„� �„' -._-. ._ _.._...1. -- - - - - - - -T - 52 6x10 HF#2 POST W/SIMPSON CC COLUMN CAP >Y &ciQ i I 03 Z u __ B3 „ I -� H1 '' B3 ----- -, LL (♦O'R) } ..+ray rrrr� L_-.Jix ::�� ' L.1 L �..' Zr' �"� I 7 O V , �_- # Q r HEADER/BEAM SCHEDULE W o o Lj 11 �� - - - - I h p Li I I ® I 56.1 J 12 ^� Q i �2 S6 1 HEADER/BEAM SIZE /3\ POST/COLUMN TYPE(UNO) i Ce O M Z 56.1 r1 - 1 I m HI 4x8 DF#2 ■- 2. ~ U = P - i = r= I . I Ida\ (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING W F � a j WWW B3 i r 1 ) I B1 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING ) 1 - - NT , B2 5 1!2 x6 GL (2)2x6 OR(3)2x4 HF#2 ) ---�_� Ir_ �� i ti r-_""-"" ---- _ -� 3. ® V;J �$ B3 3 112 x 11 718"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) PERMIT 1 1 ® I \__-_ - I . l f B4 5 1/2 x 11 718"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) SUBMITTAL CO B5 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) ) 1 ==== ====\-1==.-_-__ -,===.- „� �,�I &,<•\ip CI3 I B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) } • r, B7 5112x15"GL 6x6HF#2 ) I/ A& I 1 I ND i 138 5 112 x 18"GL 6x6 HF#2 1 ;� 1 0 i 7 1 REV DATE ISSUE TITLE © , • - _ .ter a -_ `�'�'� `� _] Q B9 51/2 x 21"GL 5 112x6 GL POST � ® I ___ J / 1 5$.1 ) /3\ x3120118 SIRUCREVISIONS �, ---_ B10 6 3/4 x 31"GL 5 1!2x7 112 GL POST } L. '4 B3 ® i B11 5 1/2 x 9"GL (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING ) 1 1 I B12 PT 5 1/2 x 15"GL ( REF PLAN Y I © �1 \'J BEAM SPECIFIC NOTES: ~��f���~� ~f 1 1 : = 4 I1 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. l I „...---,,,,..---..,---„.„---...„---..„---.„------_----,./----,„,--,..,„--.„..--..._..-,„..---..,...-.‘...----..,..---...,.----_,..--...‘.......) Q UPPORT BEAMS WITH(2) 2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN PROJECT MANAGER: CN _1 1B • I iI 3'-O" 3'-O" © 3 ( THIS TABLE OR ON THE PLANS. 1 �/\/\1�/\/�/ �1�/U�� I I 11 Q f 0 f f DESIGNER: YS 611 ^^ DRAWN BY: FCE-ENG-10 0 _�_,A : - n- n I JOIST FRAMING SCHEDULE ) -. y--- --- `�+� f .s 16 L. Q 20 � w � 20 -� �---- PROJECT NO: 17-T174 0 22 6 `r 6 I c--_.: 6 6 Q DEPTH JOIST TYPE AND SPACING DATE: 1/1212017 J1 11 7/8" RFPs-400 @ 19.2"OC[ 1 S6.2 = :Ir R I SCALE. AS SHOWN _ 1. ® � �- ® J2 11 7/8" FPI-40 9.2 OC ) 0 ..� �.. --- �"-- - - I /� FPI�O @ 6 ) 6 Alk Alk6 -_-____ -____ ___ - 1 J3 11 718" R 0@ 1 "OC i - IB6 ! I0 J4 11 7/8" RFPI-400 @ 12"OC ) Pb! C L____ ►1 (> Q 06 6 � J5 7 1/4" PT 2x8 HF#2 @ 16"OC ak 0 1 S6.1 0 © I S6.1 I S6.1 6 0 0 J6 5.5" 2x6 F-IF#2 @ 12"OC ® � ) 22 PLEX BUILDING J 23 1 56.1 123 S6.2 ( J7 11 7/8" 1 3/4" 1.5E LVL @ 16" OC ) S6.2 56.2 TYP ( J8 11 7/8" (2)RFPI-400 @ 12"OC •------------...--------ww--..---------.....----....--.........------....,--.....--...„--------...------.....) I I L____I I SHEET TITLE: I SECOND FLOOR 0 FRAMING PLAN - 1 • VP EAST ZE ZG Z� A FLOOR JOIST FRAMING UPDATED SHEET NUMBER: /', DF STUDS AND COLUMNS CHANGED TO HF 1 SECOND FLOOR FRAMING PLAN - EAST HOLDOWNS UPDATED FOR HF STUDS S2.3B SCALE: 1/4: = 1'-0" 16-T100 S2 ■ 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 QUESTIONSrs" REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED F E L I C H OTHERWISE D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEERSI THE SAME SIZE (MIN) IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 /� n NOTED OTHERWISE. SEE DETAIL 41S6.1. BEND: (541)383-1828 AZA ZB ZD 0 / \ .-. - ^� .� �. - �� -`'�' �`'�' �' DENVER: (720)560-2269 E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS (OR(3)2x4 STUDS ) froelich-engineers.com ® AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION, TYPICAL UNLESS NOTED / JOB# 17-T174 OTHERWISE. Airk F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) S6.2 ® _I - - --- - --I - ( CRIPPLE &(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL 2/S6.1 S6.2 18 G al 6 r 1 a I 0 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT Q S6.1 Q a I CD 1 S6.1 S6.2 21 B NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE 56.1 I - -- --------- --_ - Nal CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER 0TU �� _.._._ ® - 7 - I - - - - � - Q - - AISC CODE OF STANDARD PRACTICE. S - # 186 © © - _ 0 0 20 _� H 1 � fly_- L,.�.� 1 © i �.� 56.1 163 I r.u C) ,. ��� __--___ 22 I-_---� KEYED NOTES _ � 1� Q e 1 �S6.2 ©' - (2_91- 6 ® �� /3\ ^ '�'irrr."�."• © © 1 1 114" MAX GYPCRETE OVER 314"APA RATED SHEATHING. - _ II 0 ' , -1 Li 2 SIMPSON CS16 x 12'-0" 91-0"TO 1 3/4"x 11 718"BLOCKING BETWEEN FLOOR JOISTS •si, I / 6 17 &3'-0"TO DBL TOP PL OR BEAM. USE (2) ROWS 0.148"x3" NAILS @±6" OC. t. ..-. 'r Alk0 m I 3 4x FULL DEPTH DRAG STRUT. TO BE ALIGNED WITH SHEAR WALL. 3'-O CO 3'-0" S6.2 "- I m 10 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK I ; : � , ` 1 I S6.2 • L',1 _ 36.115 SIMPSON CMST14 x 14'-0"CENTERED BETWEEN DRAG BEAMS. USE (2) ROWS A 0.148"x3" NAILS @ 5 1/4"OC. 1�� I I Q16 3 112x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2" FLOOR DEPTH CONDITION.) 7I U "- " "`""""""""" 17 SIMPSON CS14. STRAP 3'-6"OVER DRAG BEAM W/(2) ROWS 0.148"x3"NAILS @±6" 56.1 i i tZ �,�, _-- r 1 AV I 6 ® 9 OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2) ROWS 0.148"x3" NAILS _.-=ir _-- �� -- _____-- / Ti S6.Vcn S6'1 @±6"OC. SEE DETAIL 14/S6.2 AND 20/S6.2. I--- m G+ I I-" - ______ Y I 19 SIMPSON CS16 , STRAP BETWEEN 1 3/4"x 11 7/8" BLOCKING BETWEEN FLOOR 1 1 2 / i I • 1I �4_ _ f l_ • JOISTS &3'-0"TO BEAM AND DBL TOP PLATE AT EACH END. USE (2) ROWS I I_ _ j L_ - . _ _, -I r 0.148 x3 NAILS @ t6 OC. r -1 1 I I----- ® ® ---- �� Y 20 2x SPACED DECKING H1 6 (11� 21 ALIGN BEAM WITH WALL ABOVE 56.1 A I 30 SIMPSON HUCQ-SDS HANGER L I ii I _ 1 1 39 5 1/2x11 7/8" GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION I 10 , I LJ m 4 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR Elmml rr^� 1 5�6� S6.1 9 - -10 41 PT 6x6 HF#2 COLUMN. SEE DETAIL 15156.2 V J �� 1 S6.1 I� 44 PT(2)2x JOIST MIN. WITH SIMPSON HUC GALV. 7H H II H , , I u) 5 JL _IL__ ! 0 7J1 II ' I II ® ILLI - 83 �7 i i I H1 r I i jJr����.t B3 4 I _.�_. w �I 1 .� r--� -� {..- �d-- HEADER/BEAM SCHEDULE ..(44-1r) 0 - - - -. ..� '° •' VWWVVI/.yv v VVV. • Y - .moi#�. . r r�i�.■ ►fir+ . �i�� ❑ u v titer■ . a - .Y��fvtii#iiia SI cc I v v - - - - - - i © HEADER/BEAM SIZE Al POST/COLUMN TYPE (UNO) I ® \'1 Nr ® HI 4x8 DF#2 (2)2x6 OR(3}2x4 CRIPPLE AND(2)2x KING I---- ) 0 S6.1 B1 4x10 DF#2 I (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING p O :„..; S6.1 1 _ J6 B2 5112 x6 GL (2)2x6 OR(3)2x4 HF#2 W O Z 0 11 co 1 ` '.f 1.,�� . . _ _ _ � 63 3 1/2 x 11 7/8"GL 6x6 HF (4x6 HF#2 AT 2x4 .�...�..�..��..r� .� vww� v v I #2 WALLS) ) 0= z • .}� I B3 I ..} B4 5 112 x 11 718"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) O O } l I 1 L--o�..B3 I ri r -� 1 ,,,m l A ww i R E LL (f� Q .. • „I,",:L L-.1 L - > r____ L__ I CI B5 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) ) 0 fS �-+ W I 8 I I I I 1 B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) ) 0 J O 0 S6.1A 12 ' I I 12 B7 5 112 x 15"GL 6x6 HF#2 ) Etj Q 0 m cr, z SIM S6.1 I I L S6.1 B8 5 1/2 x 18"GL 6x8 HF#2 w H a 10 © 1 III B9 5 112 x 21'GL 5 1/2x6 GL POST ) �6 ` i 1- S6.1 _ L _ B10 6 3!4 x 31"GL 5112x7 112 GL POST ) I , r L` 1 r -1-'I r - P 611 5 112 x 9"GL ti (2)2x6 OR(3)2x4 CRIPPLE AND{2}2x KING PERMIT �Ss.� I j c. i2 I i ) C I I' I B12 PT51/2x15"GL REF PLAN SUBMITTAL Q L_- -- I BEAM SPECIFIC NOTES: � �������� NOFI I I i I I I I I 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. I I - JIT T I- -i G i 4 I 13\ r 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. _ I C I `�����V���--��V��� REV DATE ISSUE TITLE 1 z 0100 ® I 56.1 ^^ `^ 03/20/18 STRUC REVISIONS 1 • C S6.1 8 L` _ A I JOIST FRAMING SCHEDULE ) iiS6.1 1 Al. I DEPTH JOIST TYPE AND SPACING I I I S6.1 V I ' J1 11 718" RFPI-400 @ 19.2"OC " ! CIO) I I J2 11 718" (2)RFPI-400 @ 19.2"OC ) I IJ3 11 718" RFPI-400 @ 16"OC ) I I J4 11 7/8" RFPI-400 @ 12"OC PROJECT MANAGER: CN IF 0 • II _ I i > ® I 0 J5 7 114" PT 2x8 HF#2 @ 16"OC ) DESIGNER: YS T ` I----- -r 1 I L v+ ( J6 5.5" 2x6 HF#2 @ 12"OC ) DRAWN BY: FCE-ENG-10 20 ® / .-1cA---Nrs7v + „ 20 > > ( J7 11 7/8" 1 314 1.5E LVL @ 16"OC ) PROJECT NO: 17-T174 I 22 Y ( J8 11 7/8" (2) RFPI-400 @ 12"OC ) DATE: 1/12/2017 �N._., •�;•• _ _ r-1 ... �--, ® S6.2 ® I ® S6.2 © © I` I SCALE: AS SHOWN - L H1 ITYP - ---+---j B3 I ....�..J` L S3 f ICI) I Nr 7 © ---- -R- B6 TT Ti 86 �� S6.1 -- ArA la Nr v I s6.1 -_ .-: ( 8) m m 22PLEXBUILDINGJ 23 18 Aglik S6.2 S6.2 ® S6.2 S6.2 I I SHEET TITLE: I THIRD FLOOR FRAMING PLAN - I WEST Z_Ci)k A 3 OF STUDS JOIST FRAMING UPDATED AND COLUMNS CHANGED TO HF 9 @ HOLDOWNS UPDATED FOR HF STUDS SHEET NUMBER: 1 THIRD FLOOR FRAMING PLAN - WEST 2.4A SiCALE:7-T174 114: = 1'-0" S2 . 4A 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 _ARCHITECT 1 ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3156.1 UNLESS NOTED OTHERWISE F O E L I C H D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEERS 1 THE SAME SIZE (MIN) IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS PORTLAND: (503)624-7005 ZF ZJ _ NOTED OTHERWISE. SEE DETAIL 4/S6.1. _ BEND: (541)383-1828 ` E SUPPORT ALL GIRDER TRUSSES W/A MIN OF (2)2x6 STUDS (OR (3)2x4 STUDS DENVER: (720) rs.con 560-2269 J � froeiich-engin�ers.com T AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION, TYPICAL UNLESS NOTED JOB# 17-T174 OTHERWISE. dri ( F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) 23I 23 CRIPPLE &(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL S6.2 S6 2 56.2 2156.1 _ ® I TYP • © G S6 2 G ESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND ' NOT - - B 7 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE L. S6.1 --I - S6.1 CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER0. U 11-----=/--- __ - - Nil. ' B6 I- I B6 N Ir. -- •- I AISC CODE OF STANDARD PRACTICE. -_ - 4 6.414k,. ._ - - B - - - - 4 4='- - 1 0- - B _._. 0 ! B3 I ��-� -f' 20� 1.- © © C) 20 -� B3 I 1-'-! © © fit" (2_2...)--- e 86.1 �_ ' ® i22I �iL..........n . - _____ " �. KEYED NOTES 54 m72 teekl: 6. ® Q/ I 56.2 ® �.-.;�;;�-�.������� r• �_�, I 3 1 1 1/4"MAX GYPCRETE OVER 314"APA RATED SHEATHING. _jr- i _ 2 SIMPSON CS16 x 12'-0", 9'-0"TO 1 314"x 11 718"BLOCKING BETWEEN FLOOR JOISTS F. 'K '"�________ �� Y 11 ...� ___ &3"-0"TO DBL TOP PL OR BEAM. USE (2) ROWS 0.14$"x3" NAILS @ t6"OC. I I H1 TYP 16 1-41 _ le I • ig I -� 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL.1 1 C6D 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK IF, : Wei I 10II al f 9 �6 i P 15 SIMPSON CMST14 x 14'-0" CENTERED BETWEEN DRAG BEAMS. USE (2) ROWS Abb. 56.1 i i 0.148"x3" NAILS @ 5 114"OC. II t 1 1 16 3 1/2x11 7/8 LVL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 112" FLOOR DEPTH CONDITION.) t C-7.\\ Alla.. I 17 SIMPSON CS14. STRAP 3'-6" OVER DRAG BEAM W/(2) ROWS 0.148"x3" NAILS @ ±6" 10 __ © u OC. STRAP 3'-6"OVER DBL TOP PLATE OR RIM BEAM W/(2) ROWS 0.148"x3" NAILS S6.9� .�IM S6.1 I r @±6"OC. SEE DETAIL 14/S6.2 AND 20/36.2. I I 1 SW m SW 19 SIMPSON CS16 , STRAP BETWEEN 1 314"x 11 7/8" BLOCKING BETWEEN FLOOR fi -� _ 1 1 -_ m 0 JOISTS & 3'-0"TO BEAM AND DBL TOP PLATE AT EACH END. USE (2)ROWS -W�-- - k- __LI I_ ! 0.148"x3" NAILS @ ±6"OC. ii ii r r__ -I 1 i f I 20 2x SPACED DECKING I ! (11) 6. A 21 ALIGN BEAM WITH WALL ABOVE /� _-____ _J J r _ ___ _ ' r 30 SIMPSON HUCQ-SDS HANGER /3\ I - 1 r - "i r = I - 39 5 1/2x11 718"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION II I -I r CO a a m °� I 1 J n 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR rrn • ® 3 41 PT 6x6 HF#2 COLUMN. SEE DETAIL 15156.2 V J I LI in S6.1 I • Q n I 1 I 44 PT(2)2x JOIST MIN. WITH SIMPSON HUC GALV. i ' ' I I I . 1 1 11 F I ! I . ■ 7 r- 15 r II II ID ii 1 J1 i ! it I P I �I I r 1 1 I I I I a6.:� I I I II f W p 63 `' •--.-..-� ` �., -----1 - "-�-�- -I I I , HEADER/BEAM SCHEDULE 0 Q W 0 - -_- ,VVVi ` VV-V rVV �w�w I 1L ,1/5 vv",Z,vVMir,V 7vvv VWki�4" •v\i�vv'vvMtvkd ;%d%i ;eV' V vc+.7v• i B3 - �o��a ,� �s� - r -A �v.r vvVW��I�7vvv ' vCv �:r ____ ' HEADER 1 BEAM SIZE AI POST/COLUMN TYPE (UNO�) g cc. Hi 4x8 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING 1UJ 0 © © 8 0 ® I Id a C-1) e. S6 1 B1 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING II..I 8 0 co J6 . ; ` C ► SIM I B2 5 1/2 x6 GL (3) W O Z t (2)2x6 OR2x4 HF#2 ^ �n ^�� 11 11 - - v c - _ ____ _ _ _ _ _ v I B3 31/2 x 11 718"GL ( 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) z 15 of 0 B3 - II I I H1 I I - > ' ; '�, I H1 I -t____ ..- -I 84 5112 x11 718"GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) n/ u_ (9 O Q r----� 41 I 1 �, ---I r r I I 1 7O V w I \ B5 7 x 11 7/8"PSL 6x6 HF#2(4x8 HF#2 AT 2x4 WALLS) ) ' [ ' [� 3 I _I I S6.j B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) J O / \ I in O / 12 l 1 I 1 I CI r-J' /12 - ! i B7 5 1/2 x 15"GL 6x6 HF#2 ) O m S�� _ I I 56.1 m i B8 5 1/2 x 18"GL 6x8 HF#2 II Et w 1- 11 P Il i - -_J ! ! ® I 89 5 1/2 x 21"GL 5 1/2x6 GL POST 1 - N ! - - I r 1 F B10 6 314 x 31"GL 5 1/2x7 1/2 GL POST J LL t , r _ __ IN I ®I �� J 1 , , 811 5 112 x 9"GL (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KINGI/ 1 PERMIT 0 t9 \ _ __ IIII \ / � I H1 , B12 PT 51/2x15"GL L REF PLAN SUBMITTAL - L- I -- _- \ / I JI I BEAM SPECIFIC NOTES: CO j I, \/ -- 1 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. I-- r-- ' ! _ X ___ I, 4 6 } , co ; !\\ 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1}2x6 KING AT EACH END UNLESS AI I / 56.1 /� I -I 1 f NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. - ----- -- B`� I ,_= `+f_ L , r� i `�.�..���.���.��.r .� REV DATE ISSUE TITLE ® I I ! --- - __ II' wt I I I 1 S6.1 l a\ 03/20/18 STRUC REVISIONS -1 ! {tt� I JOIST FRAMING SCHEDULE A C.; I 0f I a. DEPTH JOIST TYPE AND SPACING IN' I ` 4 I 4, , d I 1 J1 11 7/8" RFPI-400 @ 19.2"OC SIM I CD I ‘-1 y J2 11 7/8" (2)RFPI-400 @ 19.2"OC I C r I J3 11 718" RFPI-400 @ 16"OC 1 1 i _ . 3'-0" 1 3`-0" ii , J4 11 718" RFPI-400 @ 12"OC PROJECT MANAGER: CN IP > el 0 0 11 4) It: 0 t li• ID f h J5 7 114" PT 2x8 HF#2 @ 16"OC DESIGNER: YS - ,. _ - -- -1- . . B1 i J6 5.5" 2x6 HF#2 @ 12"OC ) DRAWN BY: FCE-ENG-10 1 > 22 . 20 : 1 / ! I 22 i :;<;-;.7.----i-: 20 Q J7 11 718" 1 3/4" 1.5E LVL @ 16"OC ) PROJECT NO: 17-T174 I S6.2 «. • 1 I 56.2 ! , © � ' 1 J8 11 7/8" (2)RFPI-400 @ 12"OC ) DATE: 1/12/2017 +I I ® . gI ..r..w.�r1L E.:k- 1 _ _.._ - SCALE: AS SHOWN \. L. B3_.i CD e el : 1.-.1 3 AI �__ ___-. . . .. - - � __w� / - - - -- -- 7 H1TYP �/ 66 4 fir. � � 56.1 vA:k v 0 I S6.1 - 41='= I al - I 6� 0 Ank 0 22 PLEX BUILDING 18 ® (569 23) S6.2 S6.2 S6.2 I I S6.2 I TYP 1 I I I SHEET TITLE: - - - - - - - � - I THIRD FLOOR 5 FRAMING PLAN - 1 S3.2 EAST ZE ZG� ZH ZJ /,� FLOOR JOIST FRAMING UPDATED SHEET NUMBER: /'' DF STUDS AND COLUMNS CHANGED TO HF (-1--- THIRD FLOOR FRAMING PLAN - EAST HOLDOWNS UPDATED FOR HF STUDS S2.4B SCALE: 114: = 1'-0" S2 16-T100 ■ 4B ROOF FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL - 4 . CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE .;' " ARCHITECT 1 ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. • C TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR SPECIFIC CHANGES. FROELICH D PRE-MANUFACTURED DRAG/GIRDER TRUSSES TO BE DESIGNED FOR THE ENGINEERS ; AXIAL SHEAR LOAD (TENSION 1 COMPRESSION) LISTED ON THE PLANS. PORTLAND: (503)624-7005 ZAP �ZB� ZD TRUSSES TO BE DESIGNED TO COLLECT AXIAL SHEAR LOADS AND TRANSFER BEND: (541)383-1828 THEM TO THE BOTTOM CHORD THROUGH WEB MEMBERS. THE TOP AND DENVER: (720)560-2269 BOTTOM CHORD SPLICES SHALL HAVE THE CAPACITY TO TRANSFER THE froeiich-engineers.com JOB# 17-T174 CI S E AI a /3 ® © A\ E PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DBL TOP PL BREAKS W/ ) VP ® (12)0.148x3" NAILS TO EACH SIDE OF DBL TOP PL BREAK(24)TOTAL NAILS. Oh TYPICAL UNLESS NOTED_OTHERWISE. SEE_DETAIL 3/S6.1. _ F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF 6 a a I I I THE SAME SIZE (MIN) IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS Mir �IAdilki r NOTED OTHERWISE. _ _ 4 4 S7.1 • 111-1 SI- -�� � ► _ - i I�" " - - - - T I /3\ G SUPPORT ALL GIRDER TRUSSES WI A MIN OF{2}2x6 STUDS (OR{3}2x4 STUDS " 0 - - .... AO _ - :h1C1';:727: m c •__ 4 I _ AT2x4WALLS)ATEACHFLOORTOFOUNDATION, TYPICALUNLESSNOTED9: - . . s- p ��t- H1 � '- I � ,ter ���� J �`' OTHERWISE. USE SIMPSON LGT TIEDOWN AT GIRDER TRUSS TO POST BELOW, } " ,rte ;m O ` n T .:�'. ._.....� __ -- ... ,.... ITYPUNO. ' .'.. v H PROVIDE 4x8 �.- .T� 12 .T� I I V DE MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) /-0® 4 ' � - --� I CRIPPLE &(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL • ...7 _ NW _ ® 2/56.1 _ Jr a..-40,-- ,x ac _.... . . 00 00 ® 1 _.-,._."",.. 10 a i +i• ilii vim✓ .�������.�U�� -." " " " `.����U� Y > ! = 1 Q 45 ! T •.*�.*...�. KEYED NOTES / S7.1 1 •+•r+•.O+Oi 0 •ate..• Jf 13 SIM 10 10 ---- 10 " •;w_;.;•;•; 4 NAIL ROOF SHEATHING TO DRAG AND GIRDER TRUSS BELOW WI MEN OF 0,131"x2 "+ 1'`1 '� $7.1 :4'440% . •••i•❖i i+ 112"NAILS @ 6" (3C UNO ON PLANS ; � lCHORD STEPS 1 T�,i7// \\ 7 I :;;•� tee,B147b2.'14:•1 � 5 STEP DEB TRUSS W/ SHEAR OF 5 000LBS TENSION ANDT ROOF k i 5 I ;:�:;:�♦� -� COMPRESSION. SEE DETAIL 8157.1 FOR ALIGNMENT AND CONNECTION TO WALL S7.1 • I ••4 0,, - 1 .*• BELOW / • �� _ L.. �•xr,t•++•••+44‘•+ ;+;•;!�+��*+!+ 6 GIRDER/DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS I I Ti - . i•:A© TENSION AND COMPRESSION. I I i - ,1 r__' ❖.••W.•.�+ - 74,4 ••••••• •••• •••iii•. x••00. /3\40. 1 1 d i •.+••••••. .•• 8 SIMPSON MST48 CENTERED BETWEEN BOTTOM OF DRAG TRUSS AND TOP OF NI -� 4 r -' - • I ► ••••••+•••+ *••-•••• _ DBL TOP PL. SEE DETAIL 91S7.1 FOR INSTALLATION foo I I I ••••••• ••,. I - ,+#++• I i L •••••••.••• G 414•••O *•i+w•••i••• 1 I I `` r •�•�•�•••••�•�•••�••+�•�\ -I0 WI. 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC r -1 +:❖:❖;••••;+••;•;❖• ;..►;ice••+. • L s.- .., _. „ .:.: 4,. ----- 'I r y 1 • ••!!••!!•••••• �+��l+t+p' 10 PRE-MANUFACTURED SCISSOR TRUSSES @ 24"OC (SEE ARCH FOR REFLECTED I 1 00\ • t�' • 'lil L-I I P - '"1 Li- 1 •.• .- �.4 I-•••♦ OO.O••� CEILING PLAN VAULT LOCATIONS) I I12 � ♦ ♦ r•..a •♦ •••• ` 12 _ __-1 _.}, 1 ��i••a �,v••••�•�•�•.••••+•• 12 SIMPSON MST48 CENTERED AT DBI_TOP PL BREAK _.�... --_ __-_-�sv- -_-_ r. ;- 25 t - 25 57.1 1 � •:��► '••.�!��.+ _��.w•... �_3 I S7.1 ' ,_ 3 I ':.�...•�i�'�•�•i+' ii •i+iii 13 7116"APA RATED ROOF SHEATHING 3 r I 1 r•ao•••+..•..•..4• ►•• ••..• -, I LI I ! I ••••*, -'4,,rw•�•r•• • 4►•••Iv•�•• ////7 1 1I -� , rt1 �;•r' �•�►`• '! i•+•• 14 SIMPSON CS14 3'-0"OVER TRUSS TOP CHORD WALL AND 3'-0"2x6 FLAT I 1r tI s__ , It 1 1 /�:•;•i►E+i•;�vi i i FI• +;+;`+ ' I 1 '_� --- -� 1 •••. ►♦•. .❖.•• BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. I 1 '"` 1 1 5 . ••116 •►+i• ••••••• Film' 1 1 1 .•••�!•••� ►7►...•.• ►, �•••+ •.••�+ •H••+ 18 GIRDER TRUSS TO BE DESIGNED TO SUPPORT THE ROOF STEP. CO \ a 1 ! I OO►,,.••• :.*70.4 ./ 22 ALIGN DRAG TRUSS W/WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 1I . !iii • �i• iii Alh . i:►. +_. 260 PLF ALONG DRAG TRUSS LENGTH r 1I ®I 1 1 ► �.•. . ►��.•�i' 24 SIMPSON CS14, 3-0 TO TRUSS BLK G OVER TME WALL AND 3-0 2x6 FLAT UJ 1- I I S7.1 I I r r;• 4. BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. USE (2)ROWS 0.148"x3" NAILSS7.1 I I - --�-- - �- a -- r�� ® ;I11 """� ; ►"i!� ® @ EVERY OTHER HOLE. W W 1 • 4-1.---......11-11.--• .._.rr...._�rrw� ���r.r�wra�n.w._... I L.,_ --r.._.-.f_.r i. r �-- 4w+ •,14 ......_� " ¢ 0 - - 1 _ - "`"1 - ���� > 25 SIMPSON CS14 x 8'-0 LONG OVER TOP OF 2x6 FLAT BLOCKING BETWEEN i ■ �.i . . r - - �� • ." ■ - qui a , iea - VVVVV' �M/�%V�fVV ' �/- VW V��N�V� �/ UVW,I�f\%V %W 3 //0 1 ��� ` 7A eel .1'r" TRUSSES CENTERED AT ROOF STEP STARTING. USE(2) ROWS 0.148"x3" NAILS @a/ / / I ® i"iL'r ® ® iiL'r 6 EVERY OTHER HO E. n uj j/ / / I oO © oO OO 0 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO 4x BEAM- 7CC pi= f: § 0 u) X { - . T 13 `J 27 SIMPSON MST37 CENTERED BETWEEN DRAG TRUSSES UJ z Lis / ,,, : 1. .-. ----J v ,� :;, ® v ® 0 _ 38 PRE-MANUFACTURED GIRDER TRUSS H IX z IC. ccaS 0 ____ ____ " i` , , - 1 45 DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION Z m „ .. , .. ,:�;,,. .. !`i L. 1 " ,'1,J� :.ui,�r".G1':i�l�� �-„ i+ ii►i��; ,�_ _ .�-.... P Lam® ,1 I O •` " �� - AND COMPRESSION. CONT THE TRUSS OVER THE WALL AS SHOWN ON THE PLAN 1 1 I I t....1 ❖.`.••`►•• 9 i .• ,, 6.._::.:�:. i 27 i t__- m , 6) 11 ® W O ,,, O w I 4 II •v.-IIP i . +i`. 11 l.1 1110 ¢ J 4 I 1 LI •• ••••••i.•. if` 1 11 S7.1 ( o -I 0 D I I Mr .�❖.+.+.+a •. .•w•� 1 10 •❖•❖.❖.�''• .•.y, a t, HEADER/BEAM SCHEDULE cecc I I 'O••+00.00•�• O+•❖ r�..,�._F_, 00 HEADER/BEAM SIZE I POST/COLUMN TYPE(UNO) I.L I�r 1- a. P. I I iii♦i•iiiii• i• •••iii. S7.1 I ♦••+••••••• • •••••.•.•� I r-_-. -1 HI 4x8 DF/02 2 2x6 OR 3 2x4 CRIPPLE AND 2 2x KING <. 1 I ❖ ��..w-.......^• T 1 I I I ® O ( } O ..! I I vQ+O" ••••••••••!►•+ •+•• Q•❖•L• I I I j; B1 4x10 D F#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING r I 4 x - L A I A . 13 'IIA �* 4't 4❖••••t�!i ---7 r----iik--------.--"----, -�"-- -'"== --- B2 5112 x6 GL 2 2x6 OR 3 2x4 HF#2 •.. . ... =••• PERMIT c } c ) I D•Q••❖• S7.2 ,♦C•:•�•4•4•��•40 ASV*.j•++••• I Ov 1 0 O O I 4 5 B3 3 1/2 x 11 7/8"G L 6x6 HF#2(4x6 H F#2 AT 2x4 WALLS) 1 '•••❖.•••i•.. .4❖.••••�i•.0.+i❖.❖. 40.+.••+, 1 8 I �O 1 : .: ••••••• •;+;��;• ; GIP ;•;••NI, ;•• d 0� 0SUBMITTAL I , s B4 5 112 x 11 718 GL 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) ) 444444"4410'44• . �. I ) I ••••••••••♦••❖••••••••i•••i ••••+•+•••••i•••••w•i•.i I • �•� ) ♦••••••••••. •• ••••.•.•• .fr. . 1 I , 7/8" T i r 7 I ••+.••❖•O❖.❖.••+••i� +•••••••••••••••••«•''.��i I I I I i ♦.••• B5 7 x 11 PSL 6x6 HF#2(4x8!1 F#2 AT 2x4 WALLS) -_..1 I I I +.❖.❖.••+•❖.••❖.•i� ••+••••••••••�••+•..,4*•P•44. I �. , 1 4•-. <- a��,__ ••••••••••• •• •+•••••••"`•��" I ..' B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) •.•••.••.•.. / •••• ••-•�.+.0•d•••i�, • I +••.��^.!O+•4•.O•Oi••+►••O•• • ( " 00 •••*•••••.• ♦••"' •••• •• •♦ ♦,�i.•.r.•....•.♦ 87 5 1I2 x 15"GL 6x6 HF#2 •• i••••iii•ii•*' !!''i4•..+❖••i••••Nuriii•A 1 I •+•••+•+••+•••• 1 I�• •+.::•7441 ..; { REV BATE ISSUE TITLE �•••••.•••••�►.••� A 1 ►>.������A.Al AIL All• ��� B8 5112x18 GL 6x8HF#2 1 •••••••••'•••+' •►iw•w•••�❖�•�•w•w•�_►•••�••• 1 I i<••••••• .• •ii"i4•i"i•••i' •••••••+•+• •••• I'`••i•iiii•� ••+•� �. n 03120/18 STaUC REVISIONS I 4-- ••i••i+••••i� ❖••••i••••••••+••••-•••i i+• 1 1 1►••••i•••i•••••i ii ••�i B9 5 1I2 x 21"GL 5 112x6 GL POST ) S7.1 S • L. •�p�ip•p•0 .•.•.�.•❖.••••.+••+•.+E►❖.❖•••� �...,__-..__."__,. �..r' ti•.+•.••� ••Oi• •••••, •••••••••••e►+ +.. !$....write- 4•-••4Jon B10 6 314 x 31"GL 5 112x7 1/2 GL POST I ••••+•+•O. ❖••ii••••❖i•••ii ••i+ii•••••i 5 4 pp I • �'C rite-i••••••.... 4� I •••••• .••.•1••+•• ' •.+••• M I ' :II 4, •♦ (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING .•• ♦•••• •••••moi•••••• «••••.•.•i• 611 5 112 x 9 GL I •••�+ .••.+•❖.:•••.+'4•. ❖.+❖� I 8 I,'%?•••❖ �••�•.' I •••••� •:•:i•:i+:•:i:::`i�:•••+�i•i•:+i a I •: 57.1 \�'i i•i❖ii0•� B12 PT 5 1/2 x 15"GL REF PLAN 1 Q• •ii+ilii+i+•i+i+i�� +i•i+••i -••••••••Q++•Q wwUU ♦•�• • ♦••• •....•...� �...♦ ►•••..• BEAM SPECIFIC NOTES: 1 •••••••••••.• ►•.•• a•••••• 1 •••••+••••i• ••••+•+•+A•-•• •� , .>•�••• ••� 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. PROJECT MANAGER: CN --- `� +j+••••••j+•+j+.+.••+• .,.. •�• I •>;1;•;�� /� stir-yy������� r�C�� . 0 1 ••;•;•;•;•; ••;•;•;+�+;411* ��•w•••w•w•w-•-•-4� 1! 14 I �•;•! 2-SUPPORT BEAMS WITH(1)2x6(OR(2)2x4 AT 2x4 WALLS)CRIPPLE AND(1)2x6 KING AT EACH END UNLESS DESIGNER: YS 1 I �Q •••.•.•••••�.►••i ■ f H...4, !♦ NOTED bTHERWISE IN THIS TABLE OR ON THE PLANS.-i 1 ••i+•❖.•.+••w•w•••w•w••i, H 1 Tl'P ► • 1 1 M,,z • ••..•+4 ,,,,_, _ , % �`� �`� DRAWN BY: FCE-ENG-10 I • 1 \.- I 1' ® �„; • PROJECT NO: 17-T174 1 I ------ ��•� H1 TYP 1r 13 I DATE: 111212017 9 IIV -""� � �- �y„ SCALE: A5 SHOWN 4. - - I - 0 - - \' 0 Tt��--- ---�, m - - ,��� � �T;:wAA,::.::.v --Ali - - r Q1 61 1 4 I �a INF I I ®Nor 22 PLEX BUILDING 0 1 © J ak ® I I I SHEET TITLE: ROOF FRAMING PLAN - WEST @ �C ZEA SHEET NUMBER: 1 ROOF FRAMING PLAN - WEST S2.5A SCALE: 1/4: = 1-0" 17-T174 . S2 ■ ROOF FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. • B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE ' i . ARCHITECT 1 ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. C TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR SPECIFIC CHANGES. FROELICH D PRE-MANUFACTURED DRAG I GIRDER TRUSSES TO BE DESIGNED FOR THE ENGINEERS i 1ZF @AXIAL SHEAR LOAD (TENSION 1 COMPRESSION) LISTED ON THE PLANS. PORTLAND: (503)624-7005 TRUSSES TO BE DESIGNED TO COLLECT AXIAL SHEAR LOADS AND TRANSFER BEND: (541)383-1828 THEM TO THE BOTTOM CHORD THROUGH WEB MEMBERS_ THE TOP AND DENVER: (720)560-2269 T BOTTOM CHORD SPLICES SHALL HAVE THE CAPACITY TO TRANSFER THE Froelich engineers.00m AXIAL SHEAR LOAD. JOB# 17-1174 4111:111 AIM ® � © © E PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DBL TOP PL BREAKS WI NV © 8'-0" (12}0.148x3" NAILS TO EACH SIDE OF DBL TOP PL BREAK (24}TOTAL NAILS. 4 r< I ® k II Ill TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL 3156.1. ED ® 6 r:�:. F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF I I THE SAME SIZE (MIN) IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS ---- :_ r i I MF 14 a �' ,I. ,T� _ -_ �/ 4 a NOTED OTHERWISE. _ 1 CC ®- T� - Z1-2 v - HI ---- -- S7.1 T� A0 G SUPPORT ALL GIRDER TRUSSES WI A MIN OF(2)2x6 STUDS (OR(3)2x4 STUDS � �r- .� .4 ( AT 2x4 WALLS)AT EACH FLOOR TO FOUNDATION, TYPICAL UNLESS NOTED ft - C OTHERWISE. USE SIMPSON LGT TIEDOWN AT GIRDER TRUSS TO POST BELOW, OOO _ � I / H1 �`P wi4• � TYP UNO. ) 4? / ® TYP 1 1 I 1 E H PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) ) :It444:41/4: -..r-'-" - I 1 CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAILJ ' '■ / J Ir..._,t _____ �� 1E� i _ 00 T 2/S6.1 �;` +t. :c s: •:(i7 414,*,--- --- / / O + ____ m KEYED NOTES -004 r♦Nas • ••♦••• ••♦♦•e►•i♦♦• •♦♦♦ a / I /IS 1 l� ',i,1.,♦,♦,♦,4 11 174+i♦•,♦,ii�♦,•+♦,♦+♦"���i,�,i•,♦,i+�ii•�, F• / ♦•i• i••.+♦i+•+ +s++•♦•♦•♦•♦••s+< a�������i' aaaa - ^- - 4 NAIL ROOF SHEATHING TO DRAG AND GIRDER TRUSS BELOW W/MIN OF 0.131"x2 x ♦at ♦i♦♦iii♦iiaii• 16 8 1 u ••••••••• i••i•• ••••401; i� :�.r. 1 '� 4 •,•♦•♦•• •♦• . ••♦4•• O•�i•i� 10 1/2" NAILS 6"OC UNO ON PLANS ••#•••••••$•••♦♦a•iiiii 44.114 v •iii. ♦~++•♦• ••••i•••••••••`� ,I••••••• •••••••••••• ® •Isis♦•ii+� ® iQ I 1 O O 1 ♦•,"•♦♦•••••♦ •♦♦♦••i♦•♦+♦.••♦• a••••♦••♦aa+i♦' aiiia. ♦+ ' 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW.TRUSS TOP CHORD STEPS AT ROOF wiii♦ liiiiai444a ••••♦•� iy'•`••�•i••••"••••••••••J*•• ••i♦i+i♦i+i+iii♦Di•i+i♦i♦i•� !• as •••:$4.ai 11 Mir •+«•�i Ir►. Q+�+�•+•+++ .i i - OO4E*••••••••aa♦s♦••i�aO•i�i♦a+•�i+i♦ 1111++i 4•a*•4.- I STEP. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 5,000 LBS TENSION AND '•i Ossa•♦•+••••sass•♦•♦•s0+••00O ``\ $4,•••••••••••••••••• ,��ei•S" I COMPRESSION. SEE DETAIL 8/S7.1 FOR ALIGNMENT AND CONNECTION TO WALL I 4 ♦•aa•aa•aaa•••••i ••i♦•4♦ iasis••♦ .ii•♦� �"�� ♦ •4•.•••444.44.44♦ 4•••.•i•a �� ♦a 44+aas++•a•a+a♦aaaaa+•+a+s.*, ®0 is+a♦aaa♦+a♦saaia i•♦s+••••f +� ,�+ ++i+i+a+++ps+i+♦+s++Q•+ +•+•+••+♦ •iia• BELOW . .••a•♦•moi•4••ii•••••••••••••• 4 •O�••••••••••••••4• /441•••++ 4♦i,• •a. + AS•••••4• 4•• • •1�1♦,1.14,•1♦1. ,�+p+•+•+s1•+=" 6 GIRDER/dRAG TRUSS. dES1GN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS -41. ♦+,„....++�.v......... ; ♦aa•i••s•• A+Q•Q+i1a+a ► <4..1111.14116.4• •iaiai*Oa+i+ai♦i1♦♦: �+++♦i•♦4 a +4.a••♦• ^ TENSION AND COMPRESSION. X4•• 4.•44 ••••44.♦ • ..sii�iiiaiiiis�i Ili i ilili•i1i i ili.4 ii �•�i�•�•�•�i�•�•�•�•� !•iiiiliaiiiliii: 1 3 '.•s*�1s♦ii••s +•• ••i•+O•••••♦••• •1 `d ♦+4++•44+• i+a•i+iaa< 0 8 SIMPSON MST48 CENTERED BETWEEN BOTTOM OF DRAG TRUSS AND TOP OF •♦♦+.♦4♦iii. 4s++++44++► ► S7.1 DBL TOP PL. SEE DETAIL 9157.1 FOR INSTALLATION ♦'i iii♦•ia lsli♦i1iss+•+i+iii+i• I 1 ® i ♦i♦••i44• •.4••♦a..i� ,0+,�,1,•,�0 VS** 1 1 +.+•+•?.y��+�+i+v .4•t••+444•+.+� 1 >+i+wai++i+i��•iS**•+i iaiiia.iii ® 1 1 4•4•*•i+♦+a•WX•4r ••••••♦•••+ ► •► 111Q ♦1�+1++.♦♦♦♦♦ q r ••.• ...••♦.. A......+++1.1+••1p+++1+, 9 PRE-MANUFACTURED ROOF TRUSSES 24" OC ••Pli4+4tote • • r*leA0�s•�♦s.„, iiiis♦ii••44• •• A ••i.. .0 @ ♦+.+♦s♦+1+++.1•+��+�t+}4�sss'� �' """"v ` +.•i•+la•4•,14i4..?• '•ODi ♦♦Oa01♦i•1� 10 PRE MANUFACTURED SCISSOR TRUSSES 24"OC (SEE ARCH FOR REFLECTED a♦ ♦♦•♦♦� ••i.irl► ♦•♦•iiiiiiii •♦•+1144+si•s•• ♦•4,014•00-• . -, •i•4 ♦ ♦•aa ♦.•►••,1 a I " r -` . ► CEILING PLAN VAULT LOCATIONS) ,i.•♦ i ►♦.,.,., •04.4„•. ..,.,.,w,.,.1.,.,.1� .+i+ii••..•....40i114+i++,.,. •1♦,.,.,.,....w+•+•441.1.s, l it---- -------. a�♦1i1 '141s,•, � , 4,.♦4�,•, ; I ••• ••••••••••• ♦• •• .+•+••♦ 4 + i+ �4+�+•+•+� •••‘•••••444••+++��+•+4+++++�1 t ' •++++�1 .•+•+•••+♦••♦♦+•••• 41+++a p 't 3 +aaa+♦sa•a' 1 •► ! 1 ci -.4•44,♦ •4p4a4/+ • ••.•s'1,10,44,,k/••••••• :I �i+i4iiai+i+i+i♦•+i4iliai ++iai+i �s•a••i' 1 > 12 SIMPSON MST48 CENTERED AT DBL TOP PL BREAK i s•_•.�! 4 . ,r • N I +is♦�i4i4isi+i+i4i4i i�a�i iai�i�i i►i�i i! 1 •► +. ..•• ♦ 4,: 1, +••••si4♦s•4•I•s••a S7.2 444 1 ii;9i4v004i •O 4:444��i�a• 1 N :� ••••••••••• a4a•••+•�, **AV N ► 13 7116 APA RATED ROOF SHEATHING 3 tv.. i.4�a'•its�a*4t•t• a�•. 1♦a♦i�4♦4��••is - lIP' iY14♦+i+♦ii��• r ` ------ r - 14 SIMPSON C514, 3-0 OVER TRUSS TOP CHORD WALL AND 3-0 2x6 FLAT ►..,04O..0i .,. .1.4.4&70••• +♦420 © I rBLOCKING BETWEEN ROOF TRUSS TOP CHORDS. 1 18 GIRDER TRUSS TO BE DESIGNED TO SUPPORT THE ROOF STEP.•• • i♦i1 ,,♦ e I ► 57.1 `•O+�!40i•••a•♦• •♦ i••••♦. �� CO OQ►„a14,•,i��it►p•••••••••1.11••• �i,♦• rl • ® Wax* ••a•1a,•1.14i4 1 / I 22 ALIGN DRAG TRUSS W/WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF ..�,• a•A's3ri.4•. '1 m ••••••"••♦iisi ♦ii4♦ •�,�%%�%P,.A'r� -�� ;I N ••• ais•4♦pis• - ` 260 PLF ALONG DRAG TRUSS LENGTH •rr►•�v ��i •! 1� 4•••�►i ♦♦si+ 13 a rl r1►, 4. <,O♦�` ® N �s s+• i•1• ►� ► 24 SIMPSON CS14, 3'-0"TO TRUSS BLK'G OVER THE WALL AND 3'-0"2x6 FLAT o►♦•• <�1•� -F I r� •ssiiii • r 9 r t 402-•♦••� r * •4� •• - N I nisi• +ii+•s 1 1 ► BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. USE (2)ROWS 0.148"x3" NAILS Cl) `I , ...� r� 111 r V��� `, i! N 1 @EVERY OTHER HOLE. o W 4�i.....�.. +M - - "'"" -'�'t '- c _�- . � • w"". ..r - . . . • - . . .il .�'••• _ - 25 SIMPSON CS14 x 8'-0"LONG OVER TOP OF 2x6 FLAT BLOCKING BETWEEN ( � p . - .. �✓ Y om'?%-- _mow ,. 1 TRUSSES CENTERED AT ROOF STEP STARTING. USE (2)ROWS 0.148"x3" NAILS @ Ir ,-- ONO ® .: 1,,i, 00 :iL'. ---��2 L� 3 EV RY OTHER HO E. OOLee 0 0 Fl el / I 26 6x6 HF#2 COLUMN WITH SIMPSON AC6 TO 4x BEAM. C7 Ct r' �,��,,� ,����� 4,,,' ► ► t - 27 SIMPSON MST37 CENTERED BETWEEN DRAG TRUSSES Ce 8 ct 0 p -_ ri�� �r .O.►•i 13 Z co ••i.%if 44 v 4® v 1 38 PRE-MANUFACTURED GIRDER TRUSS O W m Oi�i+iiii4•. .+.+.+.►.+ss 1 E1C co +, ,,, �•+ ., - .� - - - /7/ - - 0 45 DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION Z z ca !lc=MM. ��� +i� i+ ��` 1` �` E I 71 , ' �; AND COMPRESSION. CONT THE TRUSS OVER THE WALL AS SHOWN ON THE PLAN 1 LL (.9 0 Q --- --, ,w,a•♦,a1aw1•,as►,1.1 I 4 t 1 ® 00 _ P , r q �"J w O uc 01 C e- ® 11 ® r---' ;•••4•••• •••.••••• 0 ill 1 1 .4•••••••s♦•iP•s14Ite- a1s. 11 • it r 1 S7.1 11 �♦•••a♦,+aa••►ib4•+•1i+•+�+. S7.1 t i i ♦•••4♦•+•••••••••+ TYP t i + I t0 0 a 7 1 1 ♦a•1i1414a♦,ia, 4141aaail4,•a. _ ® 1 L J .14,i•i•••••i••a4slLi,i4i14,4,♦,4.4.0 1 N 1 F- 0 m U t ♦..♦...♦.r+a.+11.1♦ 1 N X71HEADERIBEAM SCHEDULE Z .•4•+•••+•••••s♦•i•♦i••••••♦s♦•♦s•••s••♦>� �'s♦•♦�i♦••+•• iii+I►i0•<+•!s!♦t•!•••t4 IHEApER 1 BEAM SIZE POSTICOLUMN TYPE {UNO} Luaj 1= ti•♦ +/ti .a.A+.+.♦ d 111 nr1 rti� �11**• ssv.v. vNti� ids' te `'s♦•ia••+i•!.+�-•••••4I►+♦444cc.�+�+i••4VI i+• 11 I H 1 4x8 DF#2 .iisi i•i•ia� `i• i4►i•-r ssisi+iOA i>i<•i•. 5 _�,. 1 1 f I 1 (2)2x6 O R(3)2x4 CRIPPLE AND(2)2x KING h 4.141♦i i iiis 4 *ii.�►•is�.,►♦♦iiiiiiiii'�ii• --1 1 1 J I i i fl i•4•••4� rti'+r•••4••�,i•. S7.1 = 1f r 1B1 4x10 DF#2 (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING -_ ai••••ia •Iiss♦•♦•♦s• ••. -.w O ��••••••+•••+••i $7.1 A••••••400••••••••.4% .*Pi" - I I l` iiai•iiiiiiOiili...'♦••••11•4•4••••••••••••••••;:a+ii•i•. _ 11 I I I B2 5 112 x6 GL (2)2x6 OR(3)2x4 H F#2 ) PERMIT •i•• iiiiiii♦ ♦i♦i� ..-- -------"" -- [427:14g7/ 44.' aia♦4i♦4♦♦4 ♦i♦4ii44♦ ♦1•+4. O O •+ < 13 ••i•••i•••a••••••a•♦••* •iii+isi••••♦•••♦,�•••4i"44.o•4. 1 _J _ Q© L -� '- ` - ~ ---"W"', I B3 3 112 x 11 718"G L 6x6 HF#2(4x6 HF#2 AT 2x4 WALLS) SUBMITTAL •• 1• •• •••444•••4••••4 ••. • 4• 1 •• .••i♦a . • ••♦•i♦ •-• • !• I •••••4` 57.2 ,• 4•44as4••• 404, •1•s♦ 4•,ii+ii iii we**♦•4. __ ___ __ ___ _ K\ B4 5112 x 91 718"GL 6x6 I{F#2(4x6 HF#2 AT 2x4 WALLS) ,.,•,♦,•1�1� •Ivv....•a•. ♦♦,a ,♦,•a,•1a1aaiaa�14,14,•1a1 r� - 3 ••••••%%%•V•* a • 4I•%•SS*"%%��4•••••••••6. M --- ___ __ -___ S7.1 I! I I-� B5 7 x 11 718"PSL 6x6 H F#2(4x8 HF#2 AT 2x4 WALLS) ) il4a4i••i`•i•ai.•.ts4.1♦1i+± 444ii•4ii�4,•,iai,iii4irn. - 1 1 I I -- a♦iiaiii•^ ,•ai,,,4,1,,,,,,,a„ �+ •,+1+,+,+,+1+,+1+,ci• -- _ -- I i I t B6 PT 4x12 HF#2 PT 6x6 HF#2(4x6 HF#2 AT WALLS) ) t s � �AA ♦♦♦•.•s♦• a♦i♦ii.•..�► +,. 44•••••••♦• 4•aai•44♦•i•ai B7 5112 x 15 GL 6x6 HF#2 ) REV DATE ISSUE TITLE + +++++++ ++s / B8 5 1/2 x 18"GL 6x8 HF#2 <♦ iii►iii♦ii' r I 4••►4.4.4•••+ he•• .� �!�)�� :•.4.4.,:4.❖s ► •i••♦Ishii♦1\ F rc�•♦♦`•0143,•••••••••• E • +♦4+++.•+4++•4+•+•+++x+4+4• _w-_ >>.i+iiiii•iiii1 r •O♦,4O••,♦,•••,i•i,4,41i,, / ' I ''� , / I i ?:1 n 03/20/18STRUC REVISIONS i'+`•+iai♦a4i ��iii4i• 1 r +1•a+ai.+.+•+a+•+i++1•+•+•+•s CI( _` ) I B9 5 112 x 2i"GL 5 112x6 GL POST i r,`4••♦a1*4+0►a, S" ►....---. ,.A ,•4.1.1•,4,•,i1•a a•,aia1•, _ -- -I - 1 ) r�•a•14•♦••,••♦• L ..�.- •i••i4♦•i•♦•i••••i•••.4•ai•� I . - O O i +.16.1“,.,•,/,•r• +•4••11•++♦+i+i+a+a+ i+i+i4•4 _ 11 ♦♦••••4•••+•aaa B10 6 314 x 31"GL 5 112x7112 GL POST 1 , i>s�1•+♦+•+•+❖•,i `, 1� 4•i•••♦•••ia•••a - J •�.> •11/1•11•�•1• 4 _ (2)2x6 OR(3)2x4 CRIPPLE AND(2)2x KING <•aiii♦ai .♦•♦.•4•.44s••• 811 5 112 x 9 GL +iii+iii4iii4i�►i•i•1•aiii+iiiiii , I I ) ♦•ii + ••i.ii♦.•*A, •♦•• _ - I I I B12 PT 5112 x 15 GL REF PLAN iiiiiii 4.4• • 4• i•4••aa. t I " J C ••4•4•. S7.1 +•••iiiiiii+•♦•♦♦♦ ++ ++++, BEAM SPECIFIC NOTES: •♦••.ii •4.••4444•••4s4•♦ v.••••••• +1+1+1+111+141+s+•!1�•+•+i11+•+1+a = 12 t _ .•i•' ♦4••44•♦• 1.44♦.• i0 10 •,•,4,•,4•< , ..+•+••+4•+++i0• +i+i+i+i+•iii a•4♦ 1111+++ 16 •1111+ 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. >+01Q, 1 ` ••••••• ••••• `4ii+ii4i� Z••••• ' ••••••• •••• �i••*, .11 ® S7.1 - ``+ i i PROJECT MANAGER: CN •+• 444+•++ S7.2 ►4••411 �� Tir 0I �2 SUPPORT BEAMS WITH 1 2x& 2 2x4 AT 2x4 CRIPPLE AND(1)2x6 KING AT EACH END UNLESS +�+! O� ••••••••••••••i. . / •• •••••••i♦• ifee1 51 M \\ � 0I O (OR( ) WALLS) A,, •,+,+,•1+,+,41+s+1•,,+�►14,4,�•�.+.�•�.. / DESIGNER: YS 4 „1„„1, 44.1♦•.���w� { NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. ,. ' •.••4•••••�►•••t•i••♦ MIN -r __ -__� �> �, / '; t . - vv�vNvwv.���ei U"..mm+1 DRAWN BY: FCE-ENG-10 I vI i ► ' PROJECT NO: 17 1174 / 9 I NV 4 DATE: 1/12/2017 I ' II 41 10 , Li.:e._ SCALE: AS SHOWN _ ----- - - - - - - - - - - Ti'T H1 ---- - -- ---- _ __ -- W ,.._.....� �---- T.--- 1 F � . _ r. M1 •• r.• 1 m - - I - 4 �I " "- S7.1 T ► L 6 J I 26 m i 2s m 22 PLEX BUILDING m � i 2 d ® I J TV AM WIP I I SHEET TITLE: ROOF FRAMING PLAN - EAST r � ZE ZG 0 0 SHEET NUMBER: 1 ROOF FRAMING PLAN - EAST S2.5B SCALE: 1/4: = 1-0" 16-T100 S2 • 5B 4 . • ...:,... ZB ZD �ZB ZD . AM 1 FROELICH I ., L I E I ENGINEERS :: I �_ ❑ ID v.PORT14:0Di: (503)624-7005 BE (541)383-1828 L 7� ; - - - 1 J— — r — U I.,,..�,e. `1 — — i�EN : (720)gine 5s0-2269 .com fraenglneers.com __ __ ` �1 — - OB# 17-T174 i 1 iirk I ! — 7 I — _ . -EI I - I -L B3 -.- M ALIGN THE BEAM W/ 4 THE 1 J T Y WALL EDGE OF THE , , I I REF PLAN FOR (3)STAIR 4 j5 I *; - JOIST FRAMING STRINGERS, REF BEAM, REF 2ND FLOOR c J _ I DETAILS ON SHEET r2--1-EZ - -- FRAMING PLAN S2.3A „ - �I---- 54753.3 SIMPSONI _I32IHUC410 - ', :,,.-- -1 I SI s5.3 ,s, 62.L. -- — 6 el 0 I 17 Ix SJ.2 / R Y r■ ■rrr r-- - \41 r 1_ A �.4_ qiW __ `` 10 w -- I: W t/1 I i ' 1 58.1 r 3,=t== =_i_- I-1 =_ - _-- I I =�=W =_��� mow= I I I�, 4x10 DF#2 AT STAIR--L' t..=---__ _ I 1 – 2=11 STRINGER MID SPAN - 2 - �`i f ....� I 52 1,-----, -off %_- -_ ,.=..3.._.. ,.. - :.--. —1 ____ , , .„------ - —;T:E;3] , ----,.... , _1 WALL BELOW, 7 REF PLAN 6 ak . . 3113,/ NV A\ LIIIIL - fill 0 �r� — — - __ • - 1 - --- — F..'" 0Ir.•.l 1.A•P.•.VRAVI Va'..,•.•4,••,, . ♦ ,. Ar. •9. . ♦ • • • • • • Act, —_ _ _ P 4. _ _ _ — _ - _—_ — _ _— _ —_ _.— _ —_ _ _ _ 03 TOP TRANSOM 2 STAIR #1 - FOUNDATION FLOOR PLAN 3 STAIR #1 - SECOND FLOOR PLAN W CO i _ - _�.._ _ - - - - --- -- - - - - - --� :��,�,���r���•�•��: 53.1 SCALE: 114"=1'-0" o W SCALE: 114"-1'-0" 16-T100 S3.1 16-T100 U Q —\ 03 TO PLATE s 0 cr I r .. " 0 O 0 1.11 (A • W Z 1lii cc, NV 6 1coZco 0 Z 1co a 4 : O � V � w 53.1 , 1 00 }- a0 ° cn � .r.l cc 3 4 p 0 _ _— _ —_ _ _ — 03 TOSHEATHING_� ZB ZD ��/ CD m Z S3.3 S3.3 — -—- - `- —.{,a 1 I I 11 _ _ - ' ¢ M a I wl= 0.. � � __ - - A - -- - - - ----- �I - —� 02 TO PLATE 8 ur ® 'I III PERMIT �`. SUBMITTAL 3 - -- - ------ L_ r., ��— i . I ---rr 101 - ' I – 53.1 L-� r V r L / .4 II -'-'r : WW1 REV DATE ISSUE TITLE L - �• ,iw,__ A\ 03/20/18 STRUC REVISIONS _1` N. : .- _ 02 TO SHEATHING 8 3 I . -- - -- - - - - - - i 1 _x - - - m :° J 01 TO PLATE s /*---- _ . mI 6 . ® = SIMPSON LU B3 II - 4x10 DF#2 ak HANGER 6 ' 2x8 PROJECT MANAGER: CN II ,! II f ® +6,y� �@ 16" 00© ��,`L 3 DESIGNER: YS 2 CI _../ \ - -- • �'�' TV - DRAWN BY: FCE-ENG-10 S3.1 r i " B3 - PROJECT NO: 17-T174 / 101JlrL _ =x __Tr_ DATE: 1/12/2017 _ -_____ - — - — - — SIMPSON -_- -_-_I v W SCALE: AS SHOWN I \ l EVE!.01 I `T1 ' HUC410 ----•w" fi INA tits, s4 ssts ttt stt 49:476 sss� _ y _ Ate!iahti isii4A!+,!!!!:wzA.4!!66.4666t!!!l(16_!!1!! ! !!!lII11 _ _ _ —Fi( 1 — — \ 00 TO PLATE .I' __ 41111 2 7. ..71.1.17'''."...1II III © _�-I 1H=IH= = IHIH= _ `(3)STAIR 22 PLEX BUILDING i 1 -i E STRINGERS, REF .—II1=-1 II II1=-1 11=-1 II + .�,- �..-. -�_ _� DETAILS ON SHEET J 111 III I 1111=-1 1 1111 I (3)STAIRS3.3 STRINGERS, REF I B3�, —1 i1111=1 1 i=i1k=i 11=111=i 1 I DETAILS ON SHEET I I I—I I I—jIi—JJ.j—I. I I—I I I—I I I—I I I— : S3.3 _ I 6 y � � SHEET TITLE: --I I 1 �--7-11 111 E ( 1 I III III 111 _ = �'' 11I �. 111 11I III III III 111 m STAIR PLANS _ -Tltftffl I r , , ,--442,—. , , �- ; , II1=1 I I11=1 I 1I-1 II11I--111-11 1 I—I II _ — _ . F n� i.niuii m. r iu.erose e n —111-11H11-111-111-111-111-111-111-111—Iii 1II II III , i ! I1 IIS ��uV0 SHEET NUMBER: .(----T- 22 PLEX STAIR #1 SECTION (---4---- STAIR #1 - THIRD FLOOR PLAN S3.1 KYLE:1/4"=1'-0" S3 S6 T1001/4"=1'-0" S3 ■ :::':11111: www . - 0 ., x 0 . .„ > 1 / '_. - 12 W2 1 - - - ak19 I s5.2 1 I I I ® . I I-- -I 1 , = B — 3 I � � 1 1 1 } ENGINEERS ! j �_ _ .„^ I PORTLAND: (503)624-7005 > -- W5 ■ - -- BEND: (541)383-1828 I (3)STAIR DENVER: (720)560-2269 1 1 IREF � 1-,Z'Ai ___ MIN©_ _ I” DETAILSEON SHEET froelicJOB# 17-T174 h-engineers.com > S3.3 > I:1/-1-- me j 1= ' 1 ------- __ _ 3 __ (3)STAIR `— --- x V STRINGERS, REF x : 5 OCTL > 12 Ir DETAILS ON SHEET +6 } ;1ctI s ' 53.3 /� A� _ 3 f 1 1 10 1 4x10 AT STAIR '�`' '' 13 SIMPSON STRINGER +� 1 HUC410 MID SPAN4;; 113472 3 or; ""'"' — 1 1 � 7 ;4` _ 4 G I——I i I �' f, " i I swam ItifIVW - -1L _ _ _ L__- 0 I - _ . 1 0 CLOT. - --I j 1... 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''- ./ •'� ./ F . - --- --- -� - �- - 53.2 k..,. , ,...., , d IBJ 4liii- �t#`L - - 3 LL� 53.2 (3}STAIR- --- --- -2. -- 0" ? - ' F, - r STRINGERS, REF = - -- --= {3)STAIR- i +C:). REV DATE ISSUE TITLE J 4 3 P;. DETAILS ON SHEET _ � r �_' _.-- - - ----- - - - - - -- 02 TO SHEATHING S3.2 ---- �- ' ) STRINGERS, REF _• �. W__ 1 1 1 53.3 S3.3 L - I DETAILS ON SHEET _-I----- , _ /le /3\ 03/20/18 STRUc REVISIONS _.„.,..„,...,___.i)) i V1. _-- -- - --- - --- �` - - - - - - OSB STAIR TREAD OSB STAIR TREAD 4 L fy // 47 a .47 /7 OSB STAIR TREAD // H/ f// 277 .7"/ I 2x6 H F#2 ONE AT EA SIDE OF /� I I /,� NOTE: , STAIR STRINGER W/(2)ROWS OF !' - 2x6 HF#2 ONE AT EA SIDE A\ NOTE: J �� " OF STAIR STRINGER W/ 2x6 HF#2 ONE AT EA SIDE OF REFER TO ARCH. FOR: N f, 0.148x3 NAILS @ 12"OC TO r � (2)ROWS OF 0.148x3" REFER TO ARCH. FOR: r STAIR STRINGER W/(2) ROWS 1. STAIR DIMENSIONS STRINGERS f 1. STAIR DIMENSIONS OF 0.148x3"NAILS @ 12" OC TO 2. NOSING REQUIREMENTS NOTE: NAILS @ 12"OC TO 2. NOSING REQUIREMENTS IN STRINGER STRINGERS 3. STAIR FINISHES REFER TO ARCH. FOR: 3.STAIR FINISHES i OSB STAIR 4. RISER&TREAD DIMENSIONS 2X12 STAIR STRINGER 1. STAIR DIMENSIONS 4.RISER&TREAD DIMENSIONS NOTE: F R O E L I C H TREADS REFER TO ARCH. FOR: 2. NOSING REQUIREMENTS 2x12 STAIR STRINGER 2x12 STAIR 1. STAIR DIMENSIONS ENGINEERS 1 REF ARCH 3. STAIR FINISHES STRINGERS 2. NOSING REQUIREMENTS ° .1111111:1 SECTION A- 4. RISER&TREAD DIMENSIONS SECTION A-A OSB STAIR SECTION 3. STAIR FINISHES PORTLAND: (503)624-7005 r OSB STAIR TREADS TREADS NOTE: �7 E CT I O N A-A BEND: (541)383 1828 /3\ NOTE: HANGERS SHALL BE: 4. RISER&TREAD DIMENSIONS DENVER: (720)560-2269 HANGERS SHALL BE: I • HUC28-3 W/SLOPED SEAT AT froelich-englneers.com ��� ��� � • HUC28-3 W/SLOPED SEAT AT CENTER STRINGER JOB# 17-T174 2x12 STAIR (4)0.148x3"TOE NAILS AT EA t CENTER STRINGER 1 • HUC28-2 W/SLOPED SEAT AT STRINGERS STRINGER TO SHAPED 4x CONT. - HUC28-2 W/SLOPED SEAT AT f OUTER STRINGERS OVER DBL TOP PL OUTER STRINGERS I 111/ r ° ��� ��. . u p 2X12 STAIR � 1 � ° . r � A OSB STAIR TREADS, 2x92 STAIR REF ARCH I STRINGERS I �- ° i ° 4� FLOOR REF PLAN SHEATHING STRINGERS ° j 0 ° C =memFLOOR SHEATHING REF PLAN Sl ° Q FLOOR TOPPING, REF PLAN ° °4, f • SHAPED 4x CONT. OVER BEAM 2x6 BLOCKING " . ° 2x6 HF#2 ONE AT EA SIDE OF ° 11111111111" ° :.:.,ti >:.:� >.:.,, �,t:., .rr:n. .,, • . ° FLOOR JOIST 3 STAIR STRINGER REF SECTION "�" • `+�� AND HANGER ° 1 2x8 PT PL SLAB ON GRADE WOOD BEAM, REF PLAN A-A Wl 2 ROWS OF 0.148x3" 2x6 HF#2 ONE AT EA SIDE OFINIIIREF PLAN REF PLAN ° NAILS @ 12"OC TO STRINGER ° JOISTS, RE' STAIR STRINGER REF SECTION 2x6 HF#2 AT EA SIDE OF STAIR Jo- i A /PLAN (JOIST A-A W/(2) ROWS OF 0.148x3" STRINGER W/(2)ROWS OF >�- f s.. 2x6 HF#2 @ 1ST FLOOR STAIR EA, SIDE �� RUN OTHE" NAILS °+ 12"OC TO STRINGER A i 0.148x3"NAILS© 12"OC TO # = i = �06 �+' " 0,:,„: ' OF STAIR STRINGER W/(2) ROWS OF g WAY AT SIM) `.4 z STRINGER i t ' 0.148x3" NAILS 12" O.C. TO STRINGER 1 @ cox- BO 1 G PAPER (2)SIMPSON HGA1OKT TIE FROM STAIR FLOOR BEAM REF PLAN (2)SIMPSON HGA1OKT TIE FROM ''1/4••••*• 5/8" DIA WEDGE ANCHOR STRINGER TO STAIR BEAM WITH (4) STAIR STRINGER TO STAIR BEAM WITH FLOOR BEAM REF PLAN 6" EMBED @ 12"OC 1 SIMPSON SOS SCREWS. (1)TIE AT SIMPSON FACE MOUNTED (4)SIMPSON SDS SCREWS. (1)TIE AT ( „ REF PLAN FOR EACH SIDE OF STAIR STRINGER HANGER N FACE MOUNTED U /3 CLR FOOTING SIZE & HANGER AT EA STRINGER EACH SIDE OF STAIR STRINGER HANGER AT EA STRINGER REINFORCEMENT 1 EIFIM Uthitaik I (1-°- BEAM AT MID SPAN 7 STRINGER CONNECTION TO BEAM - STAIR BOTTOM (--4---1- STRINGER CONNECTION TO BEAM - STAIR BOTTOM (--i - STRINGER CONNECTION TO SLAB ! SCALE: 1"= 1'-0" SCALE: 1" = 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" K53.i { 16-T100 53.3 16-T100 S3.3 16-T100 �3•_3_,) 16-`1100 OSB STAIR TREAD ---11‘- OSB STAIR TREAD 3/- I I% _ 2x6 HF#2 ONE AT EA SIDE OF 2x STUD WALL----"'-'7'e0.131x2 !/2" NAILS @ 6" OC 111111 STAIR STRINGER W/(2) ROWS 2x6 HF#2 AT SIDE OF STAIR /s\ 2x10 LEDGER W/ A illOF 0.148x3" NAILS @ 12" OC TO STRINGER NOTE: 11'y' y STRINGER W/(2) ROWS OF 0.148x3" NAILS @ 12" OC TO (2) 1/4 x 3 1/2" 'RE REFER TO ARCH. FOR: STRINGER 1r 4,- 4,,- 4,SDS SCREWS 1. STAIR DIMENSIONS 2. NOSING REQUIREMENTS ----Vs---- SIMPSON --v"`- _SIMPSON LU 2x12 STAIR 3. STAIR FINISHES h- HANGER STRINGERS 4. RISER&TREAD DIMENSIONS 2x12 STAIR V J - �' STRINGER , „ , ,; .... v TJ� 2x8 @ 16 OC LANDING SHEATHING _ i1 �� RAFTERS SECTION A-A SECTION A-A Q �� `- ROOF SHEATHING 0.148 x 3"NAILS /� `�� . REF PLAN @ 6"OC I ° /3\ OSB STAIR TREADS, ° I I w ��, A I 2x6 HF#2 AT REF SEC A-•` REF ARCH I Q 0.131x2 1/2" I WI(2)ROWS OF 0.148x3 0 0 �� NAILS c;6"OC I �, H, ,,, , ,i; y - ° NAILS @ 12"OC TO � BEAM, REF PLAN " Ill- A\ /'\ �� 2x SHAPED 1 //r �v //r ai ° . ... a �� OSB STAIR TREADS ' STRINGER E ,� BLK'G '.41 ° -REF ARCH A �/ 7_2x6 BLOCKING I I 2x12 STAIR STRINGERS L.L O ..„,„„„„„„„„myice' I ° o ai 17 e11 r 0 0.148x3"@ 6"OC I /� ° >( 2x8 PL , ��ti ° i I W 0 z w 0 ` 1 2x STUD WALL REF PLAN Z c m 2x6 PL-\1/4 ; rI_ z O cn 2x6 HF#2 AT EA SIDE OF STAIR n/ (0 D ''.'''''.:,H.41/-" .`,"12:". ...\ir'..."7. Ii STAIR LANDING JOIST& STRINGER WI(2)ROWS OF 6 :� �* a1 / l 1 i O W rn LEVEL"X"ELEVATION4I HANGER, REF PLAN 0.148x3"NAILS @ 12" OC TO /� �� ,,, ,y I W W o v�," a BEAM STRINGER JOISTS, REF I I J O REF PLAN PLAN (JOIST I ° O BEAM, REF PLANX 2x6 MIN CEILING JOIST ° (�/ WAY AT SIM) �+ C9 m § 1S I NOTE: � � a„ of SIMPSON A35 � L REFER TO ARCH FOR: @ 48"OC 1. STAIR DIMENSIONS SIMPSON 1/4"x4 1/2" SDS FLOOR BEAM REF PLAN 1 V ,,(' 2. NOSING REQUIREMENTS SCREWS AT 9"OC3. STAIR FINISHES PERMIT 4. RISER&TREAD DIMENSIONS 5. DO NOT NAIL TO UNIT WALL SUBMITTAL r1-71 LOWER ROOF TO WALL AT STAIR ( 8 LANDING JOIST TO BEAM 5 STAIR CONNECTION TO FLOOR 2 STAIR STRINGER AT WALL ` SCALE: 3/4"= 1'-0" SCALE: 1"= 1'-0" 5C:A1-E:'r''='f'-a"" " 'f " '� " `� SCALE: 1"= 1'-0" 3) \ S3. 16-T100 X3.3 16-T100 S3.3 16-T100 S3.3 16-T100 \\\ RUN STRINGER UP SO"FIRST RUN STRINGER UP SO"FIRST TREAD" IS FLUSH WITH FLOOR TREAD" IS FLUSH WITH FLOOR NOTE: REV DATE ISSUE TITLE SIMPSON HGA1OKT TIE FROM OSB STAIR TREAD 1.R STARTO ARCH. FOR: IR DIMENSIONS /3\ 03/20/18 STRUC REVISIONS (2) (2)SIMPSON HGA1OKT TIE FROM STAIR STRINGER TO STAIR BEAMFLOOR SHEATHING REF PLAN STAIR STRINGER TO STAIR BEAM I I 2. NOSING REQUIREMENTS WITH (4)SIMPSON SDS SCREWS. WITH (4)SIMPSON SDS SCREWS. 3. STAIR FINISHES (1)TIE AT EACH SIDE OF STAIR • 2x6 HF#2 ONE AT EA SIDE 4. RISER&TREAD DIMENSIONS FLOOR SHEATHING REF PLAN (1)TIE AT EACH SIDE OF STAIR STRINGER yI + OF STAIR STRINGER W/(2) a r. A STRINGER �1f ROWS OF 0.148x3" NAILS @ NOTE: SIMPSON FACE MOUNTED HANGER I 12" OC TO STRINGER I y "'• "" "" "`• A W/SLOPED SEAT AT EA STRINGER JOISTS HANGERS SHALL BE: i REF PLA ' •• HUC28-3 W/SLOPED SEAT AT PROJECT MANAGER: CN JOISTSN " 2x12 STAIR STRINGERS CENTER STRINGER 2x6 WALL, REF PLAN i • HUC28-2 W/SLOPED SEAT AT DESIGNER: YS _. _ REF PLAN ._ �, OSB STAIR TREADS OUTER STRINGERS _,c____/- OSB STAIR TREADS BEAM REF PLAN REF PLAN SECTION A-A DRAWN BY: FCE-ENG-10 STAIR al 'vIIIIIIIIIII -REF PLAN / 0 Mk PROJECT NO: 17-T174 1 3/4 x 11 7/8" RIM If SIMPSON FACE MOUNTED 0 HANGER W/SLOPED SEAT RUN STRINGER UP SO "FIRST DATE: 1/92/2017 AT EA STRINGER TREAD" IS FLUSH WITH FLOOR SCALE: A5 SHOWN FLOOR SHEATHING REF PLAN (2)SIMPSON HGA1OKT TIE FROM FLOOR SHEATHING, CONT DBL TOP PL 2X12 STAIR /q 1 REF PLAN _ STRINGERS STAIR STRINGER TO STAIR I 2X12 STAIR A JOISTS& HANGER BEAM WITH (4)SIMPSON SOS '' rf 74' ,p i STRINGERS NOTE: 2x6 HF#2 REF SECTION REF PLAN I 1 A SCREWS. (1)`1!E AT EACH SIDE ° REFER TO ARCH. FOR: OF STAIR STRINGER I NOTE: ON 1. STAIR DIMENSIONS2. A-A W/(2) ROWS OF 0.148x3" NAILS @ 12"OC OSB STAIR TREAD m REFER STAIR DIMENSIONOS 2x6A A W/(2)FROWS IOF OSB STAIR TREAD 3, STAIR FISING NISHES REQUIREMENTS TO STRINGER22 PLEX BUILDING J 1 = 2. NOSING REQUIREMENTS 0.148x3" NAILS @ 12"OC 4.RISER&TREAD DIMENSIONS /\ BEAM REF PLAN + 3. STAIR FINISHES TO STRINGER I i �3� 4. RISER &TREAD DIMENSIONS NOTE: 3 � STAIR LANDING JOIST, /3\ 2x6 HF#2 AT ONE AT EA I �/ �� /// // w HANGERS SHALL BE: ° s� REF PLAN NOTE: .47 I • HUC28-3 W/SLOPED SEAT AT l' SIDE OF STAIR STRINGER SIMPSON FACE MOUNTED SHEET TITLE: 1 3/4 LVL LEDGER W/(3) HANGERS SHALL BE: .,i' SIDE 2x6 F# STAIR 2 AT EA STRINGERT CENTER STRINGER ��illl W/(2)ROWS OF 0.148x3" HANGER W/SLOPED SEAT �- STAIR DETAILS OFNAILS 12"OC TO AT EA STRINGER OSB STAIR 0.148x3" NAILS AT EACH STUDS • HUC28-3 W/SLOPED SEAT AT yr�� W/(2) ROWS OF 0.148x3" - HUC28-2 W/SLOPED SEAT AT NAILS @ R TREADS- CENTER STRINGER I AOUTER STRINGERS REF ARCH NAILS @• HUC28-2 W/SLOPED SEAT AT STRINGER "OC TO STRINGERS 2x12 STAIR A t WALL SHEATHING, OUTER STRINGERS 2X12 STAIR STRINGERS REF PLAN ° 2X12 STAIR STRINGERS 2x6 HF#2 AT REF SECTION A-A SECTION A-A SECTION A-A A W/(2)ROWS OF 0.148x3" NAILS @ 12"OC TO STRINGER 12 STAIR LANDING JOIST TO WALL 9� STRINGER CONNECTION TO BEAM - STAIR TOP 6 STRINGER CONNECTION TO BEAM - STAIR TOP �3� STRINGER CONNECTION TO BEAM SHEET NUMBER: SCALE: 1"= 1-0" SCALE: 1". 1_0" � / SCALE: 1" = 1'-0" ,,,) SCALE: 1"= 1'-d" S3.3 16-T100S3 s3.3) 16 T100 S3•% 16-T1aa �S3 16-T1Q0 ■ MINIIIIMIIIIIIIIIIIINIIIIIIIIIIMINIIIIIM BOHOLE LT DIAMETERCENTERED+ 1/16PL" DIA IN /3\ .41 NOTE: 24" NOTE: 1.CONTRACTOR MAY USE PLATE REFERENCE DETAIL 9/55.1 FOR SHEAR WALL-REF SHEAR WALL to WASHER OPTION A OR B@ MORE INFORMATION. SCHEDULE FOR MORE INFO 2. PLATE WASHER MUST BE HOT #4x 124' 24"OC DIPPED GALVANIZED 3. STANDARD CUT WASHER NOT #4 CONT 2" FROM TOP PT SILL PL,ANCHOR BOLT SIZE(OR , REQUIRED EXTERIOR SLAB&SHEATHING, REINF LAP REF PLAN F C .E. L IC H SIMPSON MASA)&SPACING REF PLAN 4. ONLY REQUIRED AT SHEAR WALLS SLAB-ON-GRADE REF PLAN 2 & SHEAR WALL SCHEDULE (SILL PL IN ENGINEERS ; CONTACT W/CONCRETE TO BE PT) 3" LON BARS REF PLAN--N (1)#4 CONT AT TOP / 1/4" GALVANIZED PLATE WASHER 71N " PORTLAND: (503)624-7005 EDGE NAILING-REF SHEAR WALL TY WALL FOOTING j 1' 6 2x"H" BEND: (541)383-1828 SCHEDULE STAGGER NAILING CONC SLAB ON GRADE REF t \ N MINIMUM / DENVER: (720)560-2269 //�� PLANS FOR ADDITIONAL `. `D ;\ froelich-engineers.com /3\ IF STEM WALL HEIGHT 2"TYP �,= INFORMATION 74 SHEAR WALL PLATE WASHER OPTION A \��\�j�\� \ u. JOB# 17-T174 IS GREATER THAN 2'-6" SCALE: 3"= 1'-0" �i I / /� i\ Ws i ADD ADDITIONAL#4 S5.1 16-T100 " \/\�\/�� PT 3x4 CONT HORIZ 12" OC J BOLT DIAMETER+ 3116x1 3/4 LONG �j, UNDER JOISTS @ I DIAGONALLY SLOTTED HOLE HOLE " 1 r�'Y�ial iv #4HORIZ@12"OC 8 I = _ _ \ +� /CENTERED IN PL 5:<-- - i— 2t; �� A �� A �:! A. a V' 0 " '`� II #4 CONTL \ " L#4x DOWELS @ 24" LIT{= 1 \� \ ¢ ;�4 DOWEL @ 24" OC I JOIST, I ( , 4D 411114111.4141%1*1111.4111 8" OC (ALT HOOKS) I 6 : \ NOTE: REF PLAN u_ 2 ��j�\�� 111, 6" 1. CONTRACTOR MAY USE PLATE �° (ALT HOOKS) 12« " #4 VERTS @L =u-N- %Irg, !,co Y�\\,4114 - , �' WASHER OPTION A ORB 3 �24"OC ? n n • —� • g .- //..0-4*Mr 2. PLATE WASHER MUST BE HOT DIPPED 1 2x H ''�", :. ,. \���s� • ,, GALVANIZED ,' TYP WALL FOOTINGREINF LAP REF PLAN ... : Eo- f( / ,/,Y. ' .r a� +�� 3. STANDARD CUT WASHER REQUIRED 3" �� . ' * n CLR 1'-0" , LONG BARS TO e�' "�"- \ 3 BETWEEN PLATE WASHER& NUT FOUNDATION DRAIN REF 3"CLR 4. ONLY REQUIRED AT SHEAR WALLS MIN FOOTING BARS ,. _ GEOTECH REPORT RE= PLAN FOR , / \` i / 3"CLR 2 NOTE: _ _\ �' r t". 1 CONT REINF(REF PLAN) SIZE&REINF 1/4" GALVANIZED REF PLAN FOR ' Ti1DO NOT SLOPE FOOTINGS PL WASHER ` FOOTING SIZE &REINF�� UNDER ANY CONDITIONS. • PROVIDE STANDARD CUT WASHER BETWEEN PL WASHER& NUT r-E-3-- PERIMETER WALL TO FOUNDATION4 EXTERIOR WALL AT FOUNDATION - AT DOORWAY SCALE: 1" - 1' 0" 7B SHEAR WALL PLATE WASHER - OPTION B SCALE: 1"= 1'-0" \1 \ STEPPED FOOTING .s._.5:..1..) 16-T100 S5.1 16-T100 SCALE: 3" = 1'-0" SCALE: 1"= 1' 0" 55.1 16-T100 S5 16-T100 CENTER LINE OF WALL AND FOOTING HOLDOWN REF PLAN & HOLDOWN SCHEDULE NOTE: - WALL, REF PLAN CRIPPLE STUD(S)REF PLAN FOR WELDED WIRE FABRIC CONCRETE SLAB ON GRADE REF PLANS 2x STUD WALL OVERLAP ONE MESH FOR ADDITIONAL INFORMATION PT SILL PL I7 REFIPLAN� SPACING AT SPLICES-TYP REF 8155.1 -- el CL CONTROL (ELEVATED SLAB OVER PT PLYWOOD PER PLAN AT SIM CONDITION) L.21 -NO OPENING REF PLAN JOINT 2n #4 CONT 2" FROM TOP n 1/8"x 1 1/2"SAW JOINT. SAW AS SOON AS REF PLAN FOR REINF INFORMATION CUT AtH CLR 1/2"PT PLYWOOD SHIM SHEAR WALL SHEATHING CONC WILL SUPPORT WEIGHT OF MACHINE EVERY OTHER WIRE REFPENDICULAR Cl)SLAB& STAGGER SHEAR WALL EDGE WITHOUT MARRING THE SURFACE. FILL JOINT TO JOINT PRIOR TO CONCRETE ( , \ # REF PLAN &SHEAR WALL 0.148"x 3"NAILS SHEATHING, / NAILING BETWEEN DBL STUDS WITH JOINT FILLER. APPLY ACCORDING TO PLACEMENT z , # SCHEDULE (MAY REQ'D ON a. EXTERIOR REF PLANMANUFACTURER'S RECOMMENDATIONS I SLAB-ON-GRADE @ 6" OC 112"MAX A' BOTH SIDES OF WALL) Lll F- to % Ai / ' USE THE GREATER OF THE KING I `� WALL STUDS #1117 FRaM WALLl /� 1 112 5" 7 SHEATHING TYP O STUDS OR THE HOLDOWN POST / / CLR 1 1 W LU REF PLAN e/ a \ROCK REF GEOTECH U Q Jr. .„, \�, .„' I 1 5A HOLDOWN AT SHEAR WALL CONTROL JOINT !"•~� , RECOMMENDATION 0 o \ //�\/� � �/� 3��e•!' SCALE: 1"=1'-fl" CL CONSTRUCTION _ �, \ `\\\\� 8" WALL SHEATHING /� 55.1 16-T100 JO NT Uii ~ w diiiior . GARAGE FLOOR JOIST REF REF PLAN CONCRETE SLAB ON GRADE-REF W I_ PLAN WITH (2)0.148x3"TOE / PI_WASHER �� PLANS CONCRETE SLAB ON FOR PT 1 314x11 7/8 LVL RIM JOIST NAILS TO THE SILL PL REF 7/55.1 / HOLDOWN REF PLAN& ADDITIONAL INFO 1/2"DIA.x 36" SMOOTH DOWEL @ 24"OC CC O I-- W/5/8" DIA BOLTS @ 36" OC ,\ f `\ 1/2" MAX#, # HOLDOWN SCHEDULE CRIPPLE STUDS REF } w F. ( ) GREASE OR WRAP ONE END OF EACH W Z w / \ FROM WALL 2x STUD WALL PLAN&BEAM SCHEDULE REF SLAB FOR REINF INFO DOWEL cc tr o0 SHEATHING TYP I 3x SILL PL /� z Z ,j . #4 HORIZ @ 12"OC " • \ REF PLAN \1 112" CLR cn O O ›- 67;------------„, i.L. 6" 1 -0 N FOUNDATION _._. / / / will, 1 1 \ w ¢ it • PT 3x4 CONT ,.. .-/-FOUNDATION PLAN OR 0Jr i 0 I OPENING REF PLAN W w 0 ; UNDER JOISTS SCHEDULE ¢ 3"CLR :/?: #4 DOWELS@ 24" C° ANCHOR BOLT / 1 • �� ��# F J O 1 OC ALT HOOKS REF PLAN 1 1 1� U7 ¢ ( ) SHEAR WALL SHEATHING REF c9 r ��� #4 CONT - _ PLAN &SHEAR WALL SCHEDULE STAGGER SHEAR WALL EDGE ,, 6" 6" I. rZ (3 a- P. j (MAY REQ'D ON BOTH SIDES OF NAILING TO HOLDOWN POST NOTE. �i / 3"CLR` \` Q WALL) CONTRACTOR MAY USE EITHER CONSTRUCTION JOINT #4 VERTS @ A—A CONTROL JOINTS OR CONSTRUCTION , REF PLAN FOR 24"OC USE THE GREATER OF THE KING FOOTING SIZE& REINF POST OR THE HOLDOWN POSTPLANS, L Ns AT LOCATIONS INDICATED ON PERMIT SUBMITTAL \9\ JOIST TO EXTERIOR WALL AT GARAGE r;--C ANCHOR BOLT PLACEMENT - SINGLE SIDES SHEAR WALLS 5B HOEDOWN AT SHEAR WALL r"--; SLAB JOINTS S5.1 SCALE: 1"= V-0" 55,1 SCALE: 3" = 1' 0" 55.1 SCALE: 1"= 1'-0" 55.1 SCALE: 1"= 1'-0" 16-T100 16-T100 16-1100 16-T100 0 REV DATE ISSUE TITLE w w /3\ 03/20/18 STRUC REVISIONS wl CONTRACTOR OPTION: T� REPLACE CAST-IN AB W/EITHER: �' I 5/8" DIA A307 THREADED ROD EPDXY EMBED EDGE OF ROUGH OPENING I. 6" MIN W/SIMPSON SET-XP EPDXY. OR CORNER OF BUILDING I SHEAR WALL-REF SHEAR WALL —4— SCHEDULE FOR MORE INFO PROJECT MANAGER: CN "7- DESIGNER: YS EDGE NAILING-REF SHEAR HOLDOWN POST REF---Vel I PT SILL FL, ANCHOR BOLT SIZE (OR WALL SCHEDULE STAGGER HOLDOWN SCHEDULE % POST REF HOLDOWN SCHEDULE A DRAWN BY: FCE-ENG-10 SIMPSON MASA)&SPACING REF PLAN NAILING +.71 j SHEAR WALL EDGE NAILING REF SHEAR (2) ROWS 0.148x3" NAILS @ 6"OC PROJECT NO: 17-T174 & SHEAR WALL SCHEDULE (SILL PL IN / q SHEATHING WALL SCHEDULE DATE: 1112!2017 CONTACT W/CONCRETE TO BE PT) C1 O HOLDOWN REF----N / HOLDOWN SCHEDULE EDGE OF CONC ..� .• SCALE: AS SHOWN WALL STUDS* ‘. REF PLAN-� % \/ 5"MIN r4, �, WALL- ,..-;--------------___________,..Z/ IPL WASHER REF / SHEATHING / 7155.1 ALTERNATE ALTERNATE CL CIO, SHEAR WALL REF PLANS REF PLAN / / AS SHOWN / ANCHOR HOLDOWN AND SILL BOLTS AS ANCHORS REF SHEAR „�.� (1)#4 CONT AT TOP 3x SILL PL / / -:Eh- HOLDOWN GRGREATER OF THES2 HOl_DOWNS) REF ADDITIONALNOTE STUD AS REQ'D 22 FLEX BUILDING J / SHOWN WALL SCHEDULE 2 1/2" MAX /,jr / (ANCHOR BOLTS OR � _ • CONT REINF SHEATHING TFROM IT / I I / FOUNDATION / MASA) (SEE PLAN) Co / ` REF PLAN / /•cr °` BLK'G FOR GYP BOARD \ tea ma NOT SHOWN IF STEM WALL HEIGHT IS/ 7 GREATER THAN 2'-6" • • '`-SEE PLAN ANCHOR BOLT 1/2" MAX 0 / I SHEAR WALL SHEET TITLE: ADDHORIZ @ 1I2"OCAL# \ \ ` \ \ \ REF PLAN OR FROM WALL �1 / SCHEDULE \i SHEATHING TYP REF PLANS FOUNDATION '��"��� NOTE: DETAILS #4x L OWELS @ 36"OC 1 i HOLDOWN BOLT TO BE PLACED 5"MIN a" (ALT HOOKS) J SEE PLAN FOR .• FROM EDGE OF CONCRETE. ADD SIZE & REINF / 3"CLR A—A ADDITIONAL 2x STUD AS REQUIRED & % ir ____ FASTEN TO DBL 2x HOLDOWN POST W/(2) I \ ROWS 0.148x3" NAILS 6"OC STAGGERED PROVIDE AN ADDITIONAL FOUNDATION @ WALL DOWEL ADJACENT TO HOLDOWN SHEET NUMBER: 10 INTERIOR SHEAR WALL AT CRAWL SPACE 7D\ ANCHOR BOLT PLACEMENT - DOUBLE SIDED SHEAR WALLS (----- TYPICAL SHEAR WALL & HOEDOWN AT FOUNDATION 3 HOEDOWN AT ADJOINING SHEAR WALL 35.1 1SCALE:6-T1001"= 1'-0" S5.1 S6-T1 03" = 1'-0" S5.1 SCA1 E: 1" = 1'-0" S5.1 SCALE: 1"= 1'-0" 16-1100 S5 • CL OF PARTY WALL&FOOTING . 'A'CL --1--- SHEAR WALL REF CONTRACTOR OPTION: • PLAN&SHEAR WALL REPLACE CAST-IN AB W/EITHER: PARTY WALL , r SCHEDULE 5/8" DIA A307 THREADED ROD EPDXY EMBED FLASHING BY OTHERS REF ARCH 6"MIN W/SIMPSON SET-XP EPDXY. WALL SHEATHING - REF PLAN GARAGE SLAB&SHEATHING, WALL SHEATHING REF 1 SILL PL REF 8135.1 ____o_____ REF PLAN PLAN &WALL SCHEDULE 2x6 STUDS© 16"OC FLOOR EDGE NAILING _'- ,- AIR GAP SLOPED SOIL PER 0.148x3"NAILS @ 4" 2x STUDS @ 16"OC REF ARCH FROELICH GEOTECH SIMPSON A35 CLIP AT LTP4 CLIP SPACING -�� REQUIREMENTS OC TO BLKG (AT • 1 112" IN PLACE OF LTP4 CLIPS REF SHEAR WALL SIM ENGINEERS ; / WALL SHEATHING TO SCHEDULE (48"OC MAX LINO) ) PT SILL PL,ANCHOR BOLT SIZE & (1)#4 CONT AT TOP PORTLAND: (503)624-7005 =� / CLR /��\i BRACE THE STUDS PT 2x6 SILL PL W/518"DIA SPACING REF PLAN &SHEAR WALL �1 i BEND: (541)383-1828 �� -�� / \��\�//. /3\ BOLTS @ 48"OGilk SCHEDULE (SILL PL IN CONTACT = DENVER: (720)560-2269 ,..\\)„, ., w 7 • /\\ . /�\/T/ 1 MAX N tak W/CONCRETE TO BE PT) 5 froeIiJOB#0'17-T174 m ..x,...„ • ///�/ 1.5 / FREE DRAINING ISI ., ,.' \��; �� �` GRANULARMATL 1 ��/ M1.+� /�`/, 6" CONTRACTOR OPTION: _frA @ jj MIN. •' REPLACE CAST-IN AB W/EITHER: • • #4 12"OC /, 518" DIA A307 THREADED ROD EPDXY EMBED Int •nr CONT REINF(REF PLA ) HORIZ REINF 4"DIA PERF FOUNDATION (1)#4 CONT AT TOPA I I 6" MIN W/SIMPSON SET-XP EPDXY. • DRAIN SET IN FREE z `'T z ` VERT REINF %• .• 1 314"x11 7/8" LVL RIM W/0.148x3" �I-JOIST REF PLAN I 10" -' _ DRAINING GRAVEL FILL • CONT REINF NOTE: REF GEOTECH (SEE PLAN) co TOE-NAILS @ 8"OC &SIMPSON REF ARCH DETAILS FOR ADDITIONAL / - / ` Tw LTP4 AS REQ'D TO DBL TOP PL CONSTRUCTION REQUIREMENTS TO / -t. 15472 / (REF SHEAR WALL SCHEDULE) MAINTAIN REQ'D FIRE RATING. ti REF PLAN ""Air -� IF STEM WALL HEIGHT IS DOWEL VERT REINF INTO • GREATER THAN 2'-6" �-SEE PLAN �, / 1 ,� FJOTING AS SHOWN MATCH � �' ADD ADDITIONAL#4 f' — — — - WALL SHEATHING CONT DBL TOP PL, REF DETAIL �r « LATH VERTS BARS SPACING `��\� . _ HORIZ @ 12" OC REF PLAN 3/56.1 FOR SPLICE CONN r . /�i `/i /� t,/ >\� ` \ ______A____\_3/S6.1 #4x DOWELS 24 OC\\/ C R� res ti t �. V' (TYP LAP 48 BAR DIA MIN) � � \.x\� HEEL REINF k2OWELB �` �� " � � " �� ,5.01.*. /< #4x @ 36"OC 2x STUD WALL L @ ,. - SOIL GRADE- t•1\\\ ALT HOOKS) / SEE PLAN FOR / 8" (ALT HOOKS) REF PLAN F / • � ` �\\�J. $" { SIZE& REINF �, / 3"CLR NOTE: SIZE& REINF ti / U AT SIMILAR,WALL DOES NOT • - \ OCCUR ABOVE FLOOR.• N `. 03,--____ LONG REINF 17 INTERIOR BEARING WALL AT CRAWL SPACE 14 GARAGE WALLS AT FOUNDATION 11 PARTY WALL AT CRAWL SPACE \� f ‘,/ (1)-#4 CONT 55.2 SCALE: 1"= 1'-0" 3"CLR 16-T100 35.2 SCALE: 1"= 1'-0" 35.2 SCALE: 1"= 1'-0" / / 3"CLR 3"CLR /, 16-7100 16-7100 Lt r Tw / CONTRACTOR OPTION: l/ Lf /' NOTE: REPLACE CAST-IN AB W/EITHER: REF ARCH DETAILS FOR ADDITIONAL 5/8" DIA A307 THREADED ROD EPDXY EMBED CONTRACTOR OPTION: CONSTRUCTION REQUIREMENTS TO 6"MIN W/SIMPSON SET-XP EPDXY. FLUSHING BY OTHERS REPLACE CAST-IN AB W/EITHER: MAINTAIN REQ'D FIRE RATING. 5/8" DIA SIMPSON STRONG-BOLT 2 WEDGE 1/2" DIA A307 THREADED ROD EPDXY EMBED ANCHOR, EMBEDDED 5"MIN. 6"MIN WI SIMPSON SET-XP EPDXY. RETAINING WALL SCHEDULE ■ GARAGE SLAB&SHEATHING, 1/2" DIA SIMPSON STRONG-BOLT 2 WEDGE 3 L OF PARTY WALL&FOOTING REF PLAN ANCHOR, EMBEDDED 5"MIN. DIMENSIONS WALL REINF FOOTING REINF Q - PARTY WALL 0.148x3" NAILS @ 4" z I- Hw Hf 1 Tw 1 Lt Lf VERT HEEL LONG SIMPSON LTP4 REF SHEAR OC TO BLKG (AT 2 _ r^ REF ARCH WALL SCHEDULE SIM) talo NOTE: V J 4'-O" 12" 8" 9" 2'-3" #4 @ 18"OC #4 @ 12" (3)#4 CONT u_ '- 3"SQ WASHER NOT REQUIRED WALL SHEATHING REFI o teAT NON SHEAR WALLS-TYP o 6'-0" 12" 8" 9" 3'-9" #4 @ 12"OC #4 @ 12" (4)#4 CONT PLAN &WALL SCHEDULE 3 ��,�_ W f— 8'-O" 12" 8" 1'-0" 5'-0" #5 @ 12"OC #5 @ 12" (6)#4 CONT " K r , .., UJ w 2x STUDS @ 16"OC ' : REF ARCH 2x STUDS REF PLAN w 10'-0" 15" 10" 2'-0" 7'-6" #5 @ 6"OC #5 @ 6" (8)#4 CONT = I O 0 PT SELL PL,ANCHOR BOLT SIZE$ r. : 2x PT SILL PL W/1/2" DIA AB WALL FINISH SPACING REF PLAN &SHEAR WALL _ f )11\%408N" REF ARCH tr 1. . u' SCHEDULE (SILL PL IN CONTACT • / I (7" EMBEDOC(SILL W/CONCRETE TO BE PT) PL TACT W/ p Ce H I � / ! = CONCRETE TO BE PT) ELL. O O 0 20 /3\ ,� �� SLAB ON GRADE REF � E- RETAINING WALL AT BASEMENT REINF REF PLAN I I PLAN-NO SLAB AT SIM w o Z SALE: 1"= 1'-0" 3/4"x11 7/8" LVL BLK G W10.148x3 F- aG z rn rY S5.2 16-7100 z. /� TOE-NAILS @ 8"OC&SIMPSON z cDO i \ LTP4 AS REQ'D TO DBL TOP PL ""�- cp+) a SHEAR WALL REF wo (/ z : i (REF SHEAR WALL SCHEDULE) t , i w O C- ❑ ei j PLAN &SHEAR WALL �- c7 a. ---11V-IF-- 11 "-_ ° 1_ -911.7_=11111 I W >- Q z _ I-1III =i i - , -1 —i 1_ p SCHEDULE ~O Ill 2L Ii#I • } E \ WALL SHEATHING CONT DBL TOP PL, REF DETAIL I I li; ;III • �_� _III- > J 0 BUILDING PAPER BEHIND 3 C.\ \� 3"CLR REF PLAN _ _ 3/S6.1 FOR SPLICE CONN 2� �i i • " QIMMO I- t? O 133 2o JOIST, REF ARCH 3 x10 SILL PL u_ 3"CLR 1 3 CLR w a. ,� RIP T• FIT CONT REINF REF SCHEDULE 7' / REINF REF PLAN 2x STUD WALL CONT REINF REF SCHEDULE / 3:.CLR SHEAR WALL EDGE NAILING FLOOR TOPPING REF PLAN FOR REINF REF PLAN REF PLAN 'FOOTING SIZE &REINF' NOTE: REF PLAN FOR , FLOOR SHEATHING AT SIMILAR,WALL DOES NOT /FOOTING SIZE &REINF PERMIT EXTERIOR ,", REF PLAN OCCUR ABOVE FLOOR. SLAB-ON-GRADE .7•E _ SUBMITTAL (NO SLAB AT SIM) flitb "' ''f. r� 9''` " � .77Air r (1-- PARTY WALL AT FOUNDATION 15 SHEAR WALLS AT GARAGE 12� INTERIOR BEARING WALL AT FOUNDATION t7 Til 35.2 SCALE: 1 - 1 0 55.2 SCALE: 1 - 1'-0" S5.2 SCALE: 1"= 1'-0" 2" 1&7100 16-7100 HOEDOWN PER PLAN. PROVIDE 16-7100 Ili CLR THREADED ROD&SlMP CNW 1/\I --i----/V------- COUPLER TO MATCH HOEDOWN REV DATE ISSUE TITLE • O ANCHOR DIAMETER A\ 03/20/18 STRUC REVISIONS CONTRACTOR OPTION: SHEAR WALL REF PLAN #4 @ 12"OC REPLACE CAST-IN AB W/EITHER: AND SHEAR WALLQ, I-JOIST, REF PLAN SCHEDULE FOR MORE , --0-- PT POST REF PLAN HORIZ REINF (MAY RUN AT EITHER 518"DIA A307 THREADED ROD EPDXY EMBED INFO '- ' DIRECTION) I 6"MIN W/SIMPSON SET-XP EPDXY. „7/ /7 " ,e, ' ; o / , .0 "r it hr ,f, ff. VERT REINF __T 5/8"DIA SIMPSON STRONG-BOLT 2 WEDGE SIMPSON ABU POST BASE W/5/8"DIA ----� ANCHOR, EMBEDDED 5"MIN. SIMPSON STRONG-BOLT 2 WEDGE FLOOR JOIST FIEF ■ FREE DRAINING PLAN&SIMPSON /� Q ANCHOR(5"MIN EMBED)OR CAST-IN PROJECT MANAGER: CN GRANULAR MAT'L #5 @ 6"OC • ITS HANGER g /s\ T ANCHOR BOLT(7" MIN EMBED) DESIGNER: YS VERT REINF SHEAR WALL-REF SHEAR WALL _ ///��� 2x WOOD WALL ��- SCHEDULE FOR MORE INFO N IN REF PLAN AND \ (2)43 TIES AT TOP&#3 DRAWN BY: FCE-ENG-10 TIES 12"OC AT REST OF PROJECT NO: 17-T174 1 1/2" ARCH FLOOR JOIST PER PLAN ) - PIER CLR PT SILL PL,ANCHOR BOLT SIZE (OR EDGE NAILING-REF SHEAR EDGE NAILING MAY RUN AT BOTH ) DATE: 1/12/2017 _7 + WALL SCHEDULE STAGGER SIMPSON MASA)&SPACING REF PLAN =� SIDES AND DIRECTIONS x " &SHEAR WALL SCHEDULE (SILL PL IN NAILING p U 12"x12"xHEIGHT AS REQUIRED SCALE: AS SHOWN #6 x DOWELS @ 6"OC " CONTACT W/CONCRETE TO BE PT) r - (CAST IN PLACE CONCRETE) 8 SLAB ON GRADE REF PLAN a Q ) 4"DIA PERF FND DRAIN 10" P.T.2x SILL PL WITH 518"DIA(5" Q LLLU SET IN FREE DRAINING 1" REINF REF PLAN6 Et GRAVEL FILL • " AIR EMBED)A.BOLTS @ 48"OC (MIN.) 76_ co )1 SLAB ON GRADE \ EXTERIOR PAVEMENT { GAP REF PLAN S r ) REF CIVIL HEEL REINF • . I� _Fii- z L. . . . . . 22 PLEX BUILDING J % ;� =11 i=�i i11 i w_i i i___,, I 2 IL �� \�'sv1 I }ars \ O`. 1 3"CLR ROUGHENED SURFACE �\ U_ N ' • in CONT REINF REF SCHEDULE/ / 3"CLR (4)#4 x Z SHEET TITLE: 0 14 /,._z_ __:____________.-•\ REINF REF PLAN 5o DOWELSL ze r , REF PLAN FOR h (9)#5 LONG REINF '`FOOTING SIZE&REINF a FOUNDATION ■ (1)45 CONT �� - �W DETAILS 3"CLR r \ \ n 3"CLR 3"CLR 3 CLR / / / ,, I 7," / 2'-6" SEE PLAN FOR , REF PLAN FOR SIZE&REINF 7' n SIZE&REINF. / 8'-0" r 21 TYPICAL RETAINING WALL (WITH SLAB) 19 INTERIOR SHEAR WALL AT FOUNDATION (71-6- EXTENDED THREADED ROD AT MAIN LEVEL HOEDOWNS (---13-- EXTERIOR POST SHEET NUMBER: SCALE: i"= 1'-0" SCALE: 1"= 11-0" SCALE: 1"= 1'-0" SCALE: 1"= 1.-0" 55.2 16-7100 S5 2 16-7100 55.2 16-7100 55.2 16-T100 S 5 ■ 2 FLASHING BY OTHERS ---4 - 3 x10 RIP TO FIT PT 4 SILL PL GARAGE SLAB& SHEATHING, ' REF PLAN A . 0.148x3" NAILS @ 4" s #4's @ 12"OC EACH WAY AT TOP AND 11116"x3"SLOTTED HOLES LOCATE OC TO FLAT BLKG BOLTS IN FRONT OF THE HOLES AS 1-• 0 (AT SIM) #5 @ 9"OC EACH WAY AT BOTTOM z SHOWN -FINGER TIGHTEN NUTS& a z DEFORM THREADS "pIo ., EXTERIOR "!�� 1 112" SLAB-ON-GRADE F P O E L I C H ELEVATED SLAB �,� i� CLR ENGINEERS ; � PORTLAND: (503)624-7005 PT 6x6 HF POST / J\ • BEND: (541)383-1828 - DENVER: (720)560-2269 SLAB-ON-GRADE BY OTHERS 2"CLR. froelich-engineers.com ti / I to, JOB# 17-T174 . L. / 10" 01.1.4• CONC SLAB N I-JOIST REF PLAN A\ =,, _�__ SIMPSON C666 #4 @ 12"OC HORIZ REINF FREE DRANING / çu ' L /7 144i „� `3��CLR. ---- . 3"CLR. --1---- -- REINF REF PLAN = _ VERT REINF GT / 114"x6"xCONTTEFLON STRIP DOWEL VERT REINF INTO " - FOOTfNG AS SHOWN MATCH � � WITH VERTS BARS SPACING Tw 4" DIA PERF FOUNDATION -� CONT L 6x6x5/16 BOLTED TO CONCRETE i s ii ii (TYP LAP 48 BAR DIA MIN) � DRAIN SET IN FREE 144010 WITH 518"DIA A.BOLTS @ 12" OC. WITH I� II . DRAINING GRAVEL FILL 15472 (1414 / SIMPSON "SET-XP"EPDXY. lL___i ./,, REF GEOTECH PROVIDE SMOOTH TROWEL- // REINFORCED CONCRETE -�i� • = !�\' HEEL REINF1.171 A/Zia"- F r # FINISH WITH 10 MIL PLASTIC RETAINING WALL BY OTHERS ` •• ,/,;'\: `/�\`/ 'i\Y't\ 3 CLR SOIL GRADE • ,\ � - _ . _ .•- S SHEATHING ON TOP OF WALL (Pc=3000 psi &8" MIN THICKNESS) 3"CLR �� •=•' \����% • TO PREVENT BOND 1 • !`l� 1r \�\, REF PLAN FOR / c�� I aCilleal 1411511144k } '1 FOOTING SIZE & REINF ' i • •� N� ,. LONG REINF iiimii `/›.V/ CONT 30 ELEVATED SLAB TO CIVIL RETAINING WALL 27 NOT USED 24 INTERIOR POST AT FOUNDATION 3"CLR (1)44oN 3"CLR 3"CLR S5.3 SCALE: 1"= 1'-0" S5.3 SCALE: 1"= 1'-0" S5.3 SCALE: 1" = 1'-0" 1 ' Lt Tw A 16-T100 16-T10fl 16-T100 )( / / ,i' Lf /( RETAINING WALL SCHEDULE STUD WALLS ABOVE ___I______I___ 3 x10 RIP TO FIT PT PER PLAN &DETAILS SILL PL DIMENSIONS 1 WALL REINF 1 FOOTING REINF & NOTE: i Hw Hf Tw Lt Lf VERT HEEL LONG • CONNECTION SIMILAR AT - 24" I.—. FTG/FTG INTERSECTION i 4'-O" 12" 8" 9" 2'-3" #4 @ 18"OC #4 @ 12" (3)#4 CONT r Cr)• ADD ADDITIONAL FOR #4x 24" @ 12"OC 6'-0" 12" 8" 9" 3'-9" #4 @ 12"OC #4 @ 12" (4)#4 CONT 1� J, INFO #4's @ 12"OC EACH WAY AT TOP AND �' #.5 @ 9"OC EACH WAY AT BOTTOM �— 8'-O" 12" 8" 1'-0" 5'-0" #5 @ 12"OC #5 @ 12" (6)#4 CONT ( ED W E- EXT GRADE REF ARCH I - " C( ELEVATED SLAB ` 2"CLR. I 10' 0" 15" 8" 2'-O" T-6" #5 @ 6 OC #5 @ 6" {8)#4 CONT \ W Q W • 2"CLR0 ca ., ca . 11 1 ,1 ,, „ 1,,,,, .4' 22 TYPICAL RETAINING WALL W w F"" w - • CONC SLAB '-* ��// 10" 55.3 SCALE: 1"= 1'-0" �� Et O W cin 16-T100 } Z w ° W m 3"CLR. ' \ Z THICK CONCRETE WALL WITH c z N 0 } '' /�\�4 THICKENED SLAB FTG #4 @ 12" OC EACH WAY w 8 a i\%,_ �; AND REINF, REF PLAN ROUGHEN O 0 \ 414 - CONC loTUDE rn J © O v��~~ �' 2' 0"x 2'-0" HOOKED#}4 36" C3���j\\ • • _ • BAR TO MATCH REWI- Et/�• • r #5x 36" @ 12"OC i .j i- Q 0 m LL w � r- * N---FOOTING SIZE AND REINF, REF PLAN PERMIT A\ SUBMITTAL (-3-:"1 THICKENED SLAB/STEMWALL INTERSECTION 28 ELEVATED SLAB AT CONCRETE WALL 25 NOT USED 5.3) SCALE: 1"= 1'-0" SCALE: 1" = 1'-0" SCALE: 1"= 1'-0" 16-T100 S5.3 16-1100 35.3 16-1100 REV DATE ISSUE TITLE 0.148"x 3"TOENAILS GARAGE SLAB & SHEATHING, /3\ 03/20/18 STRUC REVISIONS _o___ @ 6"OC REF PLAN ALIGN 2x STUD W_©_ Ow DOUBLE 2x TOP PL. / I / / I I I I //I I I I I -A,---- i FLASHING BY OTTERS , .H U, ,,, ,N, ,,, ,,, ,,, ... ,,, ,// ... �n /,. ,,, .,, — — — 7- I I PLYWOOD sHTG To BE(1} • THICK CONCRETE WALL WITH 2x STUDS SOLID PIECE ON THE SIDE WALL SHEATHING � GARAGE SLAB&SHEATHING, REF PLAN \ #4 @ 12"OC EACH WAY S 1 @ 16"O.C. e SHAPED AS SHOWN&EDGE 4' PROJECT MANAGER: CN REF PLAN NAILED TO DBL TOP PL& (--- FLOOR EDGE NAILING SIMPSON A35 @ TOP&BOT BEAM DESIGNER: YS Z.., OF BEAM TO STUDS AS SHOWN DRAWN BY: FCE-ENG-10 Z DOWEL VERTICAL WALL -•••- U REINF INTO FOOTING • EQ EQ ct 44. �' .I' - .--- -----..c SIMPSON CS14 STRAPS FROM p {ALTERNATE HOOKS) �_ B M PER PLAN CRIPPLE STUD TO HEADER& PROJECT NO: 17-T174 LI I-JOIST BLK'G �' I o , q , q , q , d ;o' o, STUD ABOVE. FRONT&BACK Z BETWEEN JOISTS ` BY OTHERS CRIPPLE PER BEAMD�OEp I I DATE: 1/12/2017 Jr 1 / I I / I / - r N SHT'G&NAILING KING STUD PER PLAN �, SIMPSON MST37 CENTERED ON SCALE: AS SHOWN EXTERIOR SLAB& FOUNDATION -JOIST, REF PLAN BEAM&4x BLOCKING • REF PLANS 112" PLWYOOD SHEATHING x ABOVE OPENING 2 SLAB-ON-GRADE 6"x 24" LONG BETWEEN SAME AS SHEAR M PLYWOOD SHEATHING �► BEAM&COLUMN W/(3) BEAM, REF PLAN WALLS @ THE SIDE io TO BE ONE SOLID 1 j 0.148x3"NAILS AT EACH ONE t° PGE.WI NO SPLICES FOR NAIL \ .� SEE SHEAR WALL / HOEDOWN&HOLDOWN 1 COLUMN, REF PLAN SCHED. PACING r . POST PER PLAN& . :. , :. f- r 2"TYP _ �_ HOEDOWN SCHEDULE 22 P L EX BUILDING J �I ap PT 2X4 SILL PL W 5I8" 8"(NOCREASE HEIGHT f ----11)>=—":----- —\ ANCHOR BOLTS MIN. DIA DIA(6 EMBED)A.BOLTS @ AS REQUIRED) #4 HORlZ. @ 12"o.C.w/(z} 1 314"x19 7/8" LSL RIM W/0,148x3" r48" OC I \—I-JOIST REF PLAN CONT FOOTINGTURN DOWN SLAB BARS @TOP OF WALLAS TOE-NAILS @ 8"OC & SIMPSON / • rN FTG. PER PLAN EDGE PER PLAN t — � —` —jjREF PLAN to__________,_________--CONT. 1 I + II SHEET TITLE: KEYED 3" I IL,#4xLOwELs @ 12"o.c.8 FOUNDATION 111 A (OR ROUGHENED) .,L - - - - BEAM, REF PLAN JOINT REF PLAN FOR 3 CLR - (2)#4 DOWELS EACH END DETAILS 1 " J - L _ . l _ OF PIER SIZE&REINFORCING \/..-.`/ / 3"CLR i\�/I�'7�\ - — r REF PLAN FOR FOOTING SIZE& REIN 32 29 26 (--;-3 STEM WALL AT GARAGE ( WALL LENGTH < 2'-)") SHEET NUMBER: CONCRETE WALL TO FOUNDATION c6\ GARAGE JOIST AT BEAM s A = 55.3 C LE. 3/4" 1'-0" S5.3 SCALE: 1"= 1'-0" S5.3 SCALE: 1" = 1'-0" S5.3 SCALE: 1"= 1'-0" 16-T10o 16-T100 16-T100 1 kM ■ 1. NOTE: DOUBLE TOP PL MINIMUM DIMENSION OF SHEATHING SHALL BE 24". 2x STUD WALL (IF OCCURS) 2x SOLE PL W/0.148x3"@ 6" A ` ��-` OC UNO& SIMPSON LTP4 AS 2x STUD WALL _= t _. -IT-_ -rI � 1 REQ'D TO RIM JOIST(REF }F I•I WALL SHEATHING SHEAR WALL SCHEDULE) I I 1.1 FROELICH _ NOTE: REF ARCH 0.148 x 3" NAILS @ 4" 0.148 x 3" NAILS @ 4"OC TO BLKG TYPICAL HEADER BEARING CONDITION PANEL JOINTS TO BE CENTERED / I H H I EDGE NAILING OC TO BLKG (AT SIM) ° WI(1)CRIPPLE MAX& (1) KING STUD ON STUD (OR 3x STUD- REF •. ENGINEERS R SHEAR WALL SCHEDULE) I I I I I NEED NOT COMPLY WITH THIS DETAIL. FLOOR SHEATHING FLOOR TOPPING REF PLAN PORTLAND: (503)624-7005 REF PLAN FLOOR TOPPING WALL SHEATHING REF PLAN--NI . 2x BLOCKING AT PANEL BEND: (541)383-1828 REF PLAN & SHEAR WALL SCHEDULE I I I I I IEDGES REF SHEAR DENVER: (720)560-2269 I FLOOR SHEATHING REF PLAN `POST OR DBL STUD ABOVE i•1. - _}� 1-i-1• ` i • • --I . WALL SCHEDULE froelich-engineers.com •a +:r -:rrl; µ•,;, ,:,.3;.5 ;;_ ,:.,---,2--_r L..-,-Frs.-,^ r- -r �I ib6# 17 9 74 1 I l'I I'I I ll Ii i - - _ -I-JOIST BLOCKING `���"-"'"' I I I I I I I I I EDGE NAILING 1 314" RIM JOIST WI 0.14$x3" 1!::��• I II I•I I SHEAR PANEL REF @ 48" OC {AT SIM}/le \ TOENAILS @ 8"OC&SIMPSON-N. -- f LTP4 AS REQ'D TO DBL TOP PL �I-JOIST BLOCKING @ 48" OC ��VERTICAL GRAINED I I I I I I SHEAR WALL SCHEDULE (REF SHEAR WALL SCHEDULE) SOLID TO FD CUT 1 I • • BLOCK TO FACE OF Ti I-JOIST REF < TH : )( CONNUOUS1314" II II I II 11 } CONT I JOIST BLK'G (USE I-JOISTS-REF PLAN - I-JOIST REF PLAN LVL RIM JOIST I. _ 1 314"LVL BLKG AT 2NDC---- .M- I E I 1 1I I I FIELD NAILING ° t, FLOOR FRAMING STAIR AT SIM CONDITION 2 0.148 x 3"NAILS 1 112"FROM I I 15472 WEB STIFFENER ( � I FLOOR JOIST BEYOND HOEDOWN & HOEDOWN JOIST BLKG END TO TOP PL •I H I I I.I ',�� .. WHERE REQ'D CONT DBL TOP PL-REF DETAIL EDGE NAILING I POST REF SHEAR WALL t*i POST OR DBL STUD BELOW I I I I I I I I I SCHEDULE 31S6CE .1 FOR SPLICE CONN (MATCH SIZE UNO)ALIGNED LI H I I•I I•I v , • -'"`#'4 JOISTS BEAR OVER WALL,TYP _-Ar I I I fi I I I I 0.148 x 3"TOE NAILS 1 1/2" ■ • _ �__ FROM JOIST END TO TOP 2x STUD WALL WI POST ABOVE I 1 I 24"MW SHEATHING �. - ,p PL's IL Il _ 1L -II- _ _ IL _ -. r . . . I.L_ WIDTH-TYPICAL WALL FINISH REF ARCH CONT DBL TOP PL TYP Al-1\i- 16" MIN-TYP � LL 2x STUD WALL SILL PL (ANCHORAGE ,",, REF SHEAR WALL SCHEDULE/NOTES) (71(-; FLOOR JOIST TO BEARING WALL 7- FLOOR JOIST TO WALL 4 CONTINUOUS POST LOAD PATH (-1- SHEAR WALL ELEVATION S._6.1... f SCALE: 1"= 1-0" 16-TWO S6• SCALE: 1"= 1-0" S6.1 SCALE: 1"= 1'-0" S6.1 SCALE: 318" = 1'-0" 16-T100 16-7100 16-T100 FILLER STUDS NOTE: NOTE: AS REQ'D REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" I DOUBLE TOP PL MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. I ,.z ,L, Z A !3\ AIR GAP, REF ARCH SOLE PL W/0.148x3" @ 4" OC UNO SMEAR WALL SHEATHING HEADER Im Lm --�'-- AS REQ'D REF PLAN POST OR DOUBLE STUDS AT EACH END OFL:=7=-"--- � WALL ABOVE SOLE PL WI0.148x3" @ 6" OC UNO GYP REF ARCH SHEAR WALL, REF PLANS & HOEDOWN ✓ (10)0.148x3" NAILSAS OCCURS SCHEDULE TO HEADER-TYPBEAM, REF PLAN FOR SIZE ON SHEAR WALL SCHEDULE TO • - RIM FLOOR SHEATHING Q a SOLE PL OPENING WIDTH EA SIDE u SIMPSON A35 CLIP AT LTP4 CLIP ❑ O SPACING IN PLACE OF LTP4 CLIPS FLOOR TOPPING REF PLAN a FLOOR JOIST(JOISTS MAY UJ- - FLOOR SHEATHING FLOOR TOPPING REF PLAN REF SHEAR WALL SCHEDULE(48" \ RUN IN EITHER DIRECTION 2x SILL PL{USE In SIMPSON HOEDOWN = ) KING CRIPPLE ❑ REF PLAN OC MAX UNO) STUDS '/' STUDS �2-2x6 WHEN Q I ., .. _, .. ._. STRAP, REF PLANS& ,,, d m w _, �a sz ��- MECHANICAL UNIT O I o ,;,�;._,,�. . , .:,: �,�.-, ., r ,:: ... •�;. HOEDOWN SCHEDULEit `- :rr-..,: r. :.:e:�::,z, 7:b.:* �� ,•.;. •- __,,5Y : ,:,,,`,-;,.s.t:..i ..: �i° OCCURS UNDER u) "� ", THE WINDOW) w 1--- (2) 0.148x3" FACE MECHANICAL UNIT ❑ <-, WEB STIFFENER o U _I)( NAILS 16"OfCJP 'OPENING AS O o WHERE REQ'D - OCCURS W } Z w STUDS AT OPENING O� 2x KING AND 2x z Z ,�I I ) . 2x SILL CRIPPLE TO 1: wo O Q I �4 .� n _ 3 SUPPORT 2x w w r n l � 1 3I4 LVL RIM JOIST � U , V � I-JOISTS, REF PLAN---------7' LAN 1 3/4" LVL RIM BOARD 3 SILL PL L.LI w o ❑ j WEB STIFFENER I-JOISTS, REF PLAN ! ¢ p p >- ¢ (IF REQUIRED)BY DBL TOP PL REF 31S6.1 (TYP) 2x SUDS v� ❑ •� a O cc JOIST MANUF SIMPSON TOP FLANGE (2)0.148 x 3"TOE NAILS 1 112" w m @ 16"OC u O m z HANGER BY JOIST FROM JOIST END TO TOP PL's WALL SHEATHING REF SHEAR POST OR DOUBLE STUDS BELOW SILL PL LL H Q. ti j MANUFACTURER WALL SCHEDULE FOR INFO POST OR DOUBLE STUDS ABOVE, EDGE NAILING REF PLANS & HOLDOWN SCHEDULE NOTE: ! iV AT SIMILAR, BEAM IS DEEPER 2x STUD WALL � -`- f PERMIT THAN FLOOR JOISTS. / r-2- TYP HDR CONSTRUCTION - REF DETAIL 31/S6.3 FOR HDR WIDTH >6'-0" SUBMITTAL 11 FLOOR JOISTS TO BEAM / 8 FLOOR JOIST TO PARTY WALL 5 HOLDOWN STRAP - UPPER WALL TO LOWER WALL S6.1 SCALE: 1"= 1'-o" 16-T100 SCALE: 1"= 1'-0" 16-T100 S6.1 SCALE: 1" = 1'-0" SCALE: 1"= 1'-0" 56.116-T100 Ss 1 16-TWO REV DATE ISSUE TITLE NOTE: NOTE: /3\ 03/20/18 STRUC REVISIONS REF ARCH DETAILS FOR ADDITIONAL WALL SHEATHING MIGHT BE ON / \ CONSTRUCTION REQUIREMENTS TO THE OTHER SIDE OF THE WALL MAINTAIN REQ'D FIRE RATING. AT SIM CONDITION. SOLE PL WI0.148x3"@ 6" OC UNO 2x SOLE PL WI 0.148x3"@ 6" Z\ 2x SOLE PL W/0.148x3"@ 6"OC ON SHEAR WALL SCHEDULE TO OC UNO&SIMPSON LTP4 AS 4'-0" MINIMUM ,/ CORRIDOR UNIT RIM REQ'D TO RIM JOIST(REF W/(16)-0.148x3" NAILS AS SHOWN (EQ SPACED) SIMPSON A35 CLIP AT LTP4 CLIP WALL SHEATHING REFTPLAN 2x STUD WALL , SHEAR WALL SCHEDULE} L Lss .11111 1 PROJECT MANAGER: CN SPACING IN PLACE OF LTP4 CLIPS - FLOOR EDGE NAILING �� �I IIIII I I DESIGNER: YS REF SHEAR WALL SCHEDULE(48" FLOOR TOPPING REF PLANOC MAX UNO) SHEATHING EDGE FLOOR TOPPING REF PLANCONT DBL DRAWN BY: FCE-ENG-10 NAILING SIMPSON A35 CLIP AT LTP4 CLIP WALL SHEATHING REF PLAN & TOP PL FLOOR TOPPING, SPACING IN PLACE OF LTP4 CLIPS /FLOOR SHEATHING REF PLAN SHEAR WALL SCHEDULE FLOOR SHEATHING REF PLAN PROJECT NO: 17-T174 FLOOR SHEATHING, REF SHEAR WALL SCHEDULE (48" REF PLAN REF PLAN OC MAX UNO) 3 DATE: 1/12/2017 I _ I-JOIST REF PLAN ��Mr- 1111L �..", " ,_' .° ..�, '� /3\ NaN2 STUDS SCALE: AS SHOWN JOIST, .,...-,:. - x REF PLAN ,, ,., �. �� '�. ". .., ." , �, ' - `"•S ,,. � AT SIM CONDITION; - JOIST MAY RUN OTHER - - - -VT - � DIRECTION. USE 1 314x11 7/8" 1 314"LVL RIM JOIST W/0.148x3" I^"� -� : > - • • --WEB STIFFENER s LVL RIM INSTEAD OF LVL BLK'G TOENAILS @ 8"OC& SIMPSON DBL TOP PL SPLICE - NAILED BY JOIST MANUF1 LTP4 AS REQ'D TO DBL TOP PL �! AS REQUIRED k {REF SHEAR WALL SCHEDULE} VI 3 I FLOOR JOIST, REF PLAN _ � I% l 22 PLEX BUILDING J &SIMPSON HU HANGER r� I-JOIST, 1 314"x11 718" LVL BLKG Wl 0.148x3" \-I-JOIST REF PLAN : TOP PLATE SPLICE 0.148x3" NAILS @ 6" TOE-NAILS @ 8 OC&SIMPSON ! / �OC STAGGERED 1 -4 MIN REF PLAN LTP4 AS REQ'D TO DBL TOP PL STAIR AT SIM WEB STIFFENER BY JOIST MANUF LESS THAN 4'-0" (TYP) -: 1 314 x 11 718" LVL CONT RIM W/ MOIST BLKG @ 48" (REF SHEAR WALL SCHEDULE) {2)0.148 x 3"NAILS 1 112" CONDITION I 0.148x3"TOE-NAILS @ 8"OC& OCW/0.148 x 3" FROM JOIST END TO TOP PL (2)-0.148 x 3 " NAILS 1 112" i •°• i ' _ I SHEET TITLE: SIMPSON LTP4 AS REQ'D TO DBL TOP NAILS @ 4"OC TO TA _ FROM JOIST END TO TOP PL (i j `, 1'' 'o, ' s • • •°' •..J PL(REF SHEAR WALL SCHEDULE) BLKG WALL SHEATHING CONT DBL TOP PL, REF DE IL CONT DBL TOP REF PLAN 3/56.1 FOR SPLICE CONN PL-REF DETAIL FRAMING DETAILS EDGE NAILING R ` 3/S6.1 FOR SPLICE CONN CONT DBL TOP PL, REF DETAIL �- SIMPSON MSTA36 2x STUD WALL • 31S6.1 FOR SPLICE CONN WALL SHEATHING, -1\r- 2x STUD WALL STRAP CENTERED REF PLAN ON ALL DBL TOP PL NOTE: SPLICES (TOP& 2x STUD WALL, AT SIMILAR, WALL DOES NOT BOTTOM PLATES) REF PLAN --__-J`---°- OCCUR ABOVE FLOOR. - - ."1• ,-- + 2x STUDS SHEET NUMBER: 12� CORRIDOR JOIST TO SHEAR WALL 9 FLOOR JOISTS AT WALL AT SHEAR WALLS 6 FLOOR JOIST TO WALL 3 DOUBLE TOP PLATE SPLICE - STRAP ' SCALE: 1"= 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1"= 1'-0" C s•-I / 16-7100 S6•� 16-7100 Ss•� 16-7100 S6•� 16-7100 S6 . I AIWALL SHEATHING NOTE: NOTE: 0.131 x 2 1/2 "@ 6"OC SEE DTL 6/S6.1 OR 7156.1 NOTE: SEE DETAILS 6/S6.1 &71S6.1 FOR FOR REMAINING INFO SEE ARCH DETAILS FOR ADDITIONAL WALL SHEATHING, TYPICAL JOIST CONNECTIONS. 2x10 BLKG BETWEEN CONSTRUCTION REQUIREMENTS TO h 2x SOLE PL WI 0.148x3"@ 6"OC UNO TRUSSES W/0.148x3" 6" MAINTAIN REQUIRED FIRE RATING REF PLAN&SHEAR ____Ar___ &SIMPSON LTP4 @ 48"OC MIN TO OC TO BLKG&(2)0.148x3" 2x6 CONT BLKG WALL SCHEDULE BEAM UNO ON SHEAR WALL SCHED TO EA STUD ,.. �,;.�! UNIT CORRIDOR FfELCH 2x STUD WALL maFLOOR TOPPING, REF PLAN s,�i!"� WALL FINISH, REF PLAN PPING, �� y^ yy 1s„Ir REF ARCH -vr� ENGINEERS ; FLOOR SHEATHING, REF PLAN r PORTLAND: (503)624-7005 FLOOR SHEATHING, BEND: (541)383-1828 2x DECKING OR DECK REF PLAN WALL SHEATHING,-\\ ROOF TRUSSES, I-JOIST BLKG W/ DENVER, (720)560-2269 STEP, REF // JOIST BLOCKING @ 48"OC REF PLAN 3 0.148 x 3 Froelich-en ineers.com SHEATHING, REF PLAN ARCH REF PLAN&SHEAR FLOOR SHEATHING, { 9 WALL SCHEDULE REF PIAN NAILS @ 48"O 2x STUD WALL JOB# 17-T174 0.148 x 3" NAILS @ 4"OC ROOF SHEATHING i = µ N, n, N PER PLAN W/0.131 x 2 FLOOR SHEATHING, SFLOOR TOPPING, FLOOR TOPPING, I i 1/2" NAILS @ 6"OC SIMPSON HANGER REF PLAN A )( S 516P-- I • 5. =" " ..... • .c :)..E :•. ,'''i'.4 EDGES& 12"OC FIELD BY TRUSS MANUF. REF PLAN REF PLAN BEAM, REF PLAN ISI - - ;':sy?ti�� %.'s,•'+i4:. •a` -%•4r.+ •:S',•e:Ji�.v�. ..-:,r.�• 1r4'v-'.:♦ :_i.-. I-JOIST, 0.131 x 2 1/2"@ 6"OC TO BLKG „�„a �r �., rf �w,�,�, J rr ,. ,� ` w SS goo/' '0' '�.w� +-:•._-M:k- ' .a ��C"-'A Ill l _ REF PLAN r col �'�` DECK JOIST OR , r ,0,000 IV • -. BEAM REF PLAN NN -JOIST, REF PLAN / - - M X1. I li'��► I „�„,„000.1'-1 ° I JOIST RUNS AT OTHER �j, i s /3\ SIDING, REF ARCH CONT DBL TOP PL, /° �r� :� �' !Ai DIRECTION AT SIM I` `;I // r FLOOR JOIST, REF PLAN REF DETAIL 3/S6.1 1 314"LVL CONT RIM WI &SIMPSON HU HANGER .;,..a. tali 1 314" LVL RIM JOIST FOR SPLICE CONN 0.148x3"TOE-NAILS @ 8" OC (2)-0.148 x 3" NAILS 1 1/2" FROM X n &SIMPSON LTP4 @ 48"OC 3 Zx STUD WALL MIN TO DBL TOP PL UNO ON JOIST END TO TOP PL / \ I REF PLAN 1 314"x 11 7/8 LVL CONT RI CONT DBL TOP PL TYP _' -JOIST, t� # -.K�.� ' SHEAR WALL SCHEDULE 2x SOLID BLKG JOIST W10.14$x3" '" -'�• -'�-- CONT DBL TOP PL TYP - 2x STUD WALL NOTE: POST& BEAM ATy: SIMPSON H1 AT EACH TRUSS DBL TOP PL TOE-NAILS @ 8"OC(2- 1 _��._ T p Oletr ALL DECK HANGERS, NAILS, 2x STUD WALL SIM CONDITION 1 3/4x11 7/8 LVL BEAM AT SI SCREWS, CLIPS & FASTENERS ARE r WALL SHEATHING, CONDITION) $; REF PLAN ___ DBL TOP PL TO BE HOT DIPPED GALVANIZED. �. L (22\ DECK JOIST AT WALL (--1-9 CANTILEVER WI FLOOR JOIST PARALLEL TO WALL 16 LOWER ROOF TO WALL 13 CORRIDOR JOIST TO BEARING WALL SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" S6.2 16-T100 DECK RAILINGS&GUARDRAIL 56.2 16-T100 S6.2 16-T100 S6 2 16-T100 POST CONNECTIONS BY OTHERS I J r - DBL JOIST AT EACH ANAIL FLOOR SHEATHING TO GUARDRAIL POST BEAM OR JOIST W/0.148 x 3" NOTE: NAIL FLOOR SHEATHING TO WALL SHEATHING, REF PLAN NAILS @ 6"OC UNO ON PLANS SEE DETAIL 6/S6.1 FOR TYPICAL BEAM OR JOIST W/0.148 x 3 " & SHEAR WALL SCHEDULE STRAP REF PLAN -CENTERED. JOIST CONNECTIONS. NAILS @ 6"OC UNO ON PLANS PLAN VIEW A-A - 2x DECKING OR DECK USE 0.148x3" NAILS EVERY OTHER FLOOR TOPPING, _ _ HOLES AT RIM OR LVL BLKG SHEATHING, REF PLAN REF PLAN FLOOR TOPPING, DECK RAILINGS& FLOOR TOPPING PER PLAN FLOOR TOPPING, REF PLAN GUARDRAIL POST REF PLAN REF PLAN BEAM OR JOIST, fT A CONNECTIONS BY FLOOR SHEATHING, RIM BEAM REF PLAN W OTHERS REF PLAN REF PLAN / REF PLAN STEP PER raY; FLOOR SHEATHING, ARCH ,....�....IM,..,.��..,r.�:�,.iM.�2�..��..�,�4.0Iff.�A...�..,..�.�..=."'air h .� /!`, . �. . �, UJ I ' ":', :.1.-.-r..,..,rr.:�`.1r'c-- • y'a• t'-' •r;.4,:. *r,:.., Yip. A. lir-- IL' '.;•••-•'--.---R''''.;-• a. 'v. a (, ISS ' ii , F SIMPSON STRAP, I LIJ LIJ �j _ ` REF PLAN TO BEAM rn ���; �� i &DBL TOP PL 11/10 A 1314" LVL RIM JOIST ironware iall i-JOIST, OR LVL BLK'G BEAM OR DRAG I I I -� O O - W till `"` ,01- REF FLAN STRUT, REF PLAN • �--- tL F- xII I l l l W z �- Lu \ PTBEAN REF PLAN DBL TOP PL, REI" 1 3/4" LVL RIM /3\ REF PLAN Z ami DETAIL 3/S6.1 FOR DBL TOP PL, REF n/ LL 8 Q Q .g PT DECK JOIST, REF PLAN 2x PT LEDGER W/(2) SPLICELL.. I-JOIST, REF PLAN WITH DETAIL 3/S6.1 FOR O 0 ci SIMPSON SDS 114x3 CONT DN LUS HANGERS SPLICE W a w SIMPSON LUS28 112"SCREWS @ 16"OC 2x STUD WALL O ¢O HANGER,TYP INTO RIM JOIST @ 16"OC CONT DBL TOP PL, 2x STUD WALL > cc J re Ov POST, REF DETAIL 3/S6.1 "( VOIS1 • @ 16 OC POST, �.L w a, j CONT DBL TOP PL, REF DETAIL REF PLAN FOR SPLICE CONN NOTE: _-__l�___� 3/S6.1 FOR SPLICE CONN I -_�� 2x STUD WALL REF PLAN i ALL DECK HANGERS, NAILS, 2x STUD WALL SCREWS, CLIPS& FASTENERS ARE TO BE HOT DIPPED GALVANIZED. PERMIT NOTE: SUBMITTAL SEE DETAILS 6/S6.1 & 7/S6.1 FOR 23 DECK JOIST TO WALL TYPICAL JOIST CONNECTIONS. 20 BEAM DRAG STRUT TO WALL 17 FLOOR FRAMING DETAIL AT BEAM (14--- BEAM DRAG STRUT TO WALL SCALE: 1"_ 1'-0" SCALE: 1"= 1%0" SCALE: 1"= 1'-0" SCALE: 1"= 1%0" 36.2 16-T100 S6.2 16-T100 56.2 16-T100 S6•2 16-1100 REV DATE ISSUE TITLE A\ 03/20/18 STRUC REVISIONS -----/ -.._ WALL SHEATHING, --V._ - REF PLAN --vr__- BEAM PER PLAN 2x BLKG 2x BLKG W/0.148x3"@ 6"OC PROJECT MANAGER: CN BETWEEN STUDS DESIGNER: YS • ROOF SHEATHING, 111114\ REF PLAN 2x FLAT DECKING DRAWN BY: FCE-ENG-10 • 2x4 BLKG BETWEEN PROJECT NO: 17-T174 •\ STUDS AT HANGERS X` SIMPSON H1 AT UNIT FLOOR TOPPING, N EACH TRUSS DATE: 1/12/2017 UNIT REF PLAN I x n x SCALE: AS SHOWN FLOOR SHEATHING, o „ ° BEAM REF PLAN WITH REF• PLAN ;� 2x BLKG SIMPSON HUCQ 3 112 x 11 718 GL :1,, & IP\ 0 0 •s•• HANGERS - ----K- - - ): );�r �� ‘ - BEAM, REF PLAN 22 PLEX BUILDING J i ,1 I/ X1 PT 6x6 POST&WITH _,\.rk* ----- COLUMN REF PLAN CORRIDOR WALL,-/ SIMPSON AC REF PLAN FROM BEAM O POST OST CAP, SIMPSON BC POST P WITH SIMPSON ECCQ REF PLAN SIMPSON HUCQ410 {UNO} SHEET TITLE: COLUMN CAP HANGER, REF PLAN /- CORRIDOR ROOF BEAM AT FRAMING DETAILS SIMPSON STRAP, POST, REF PLAN I-JOIST, REF PLAN SIM CONDITION - REF PLAN AS (JOISTS RUN OTHER OCCURRED DIRECTION PLAN VIEW CONDITION} NOTE:ALL DECK HANGERS, NAILS, TRUSS AND HANGER SCREWS, CLIPS& FASTENERS ARE BEAM, REF PLAN BY TRUSS MANUF TO BE HOT DIPPED GALVANIZED. SHEET NUMBER: (-24-1 BEAM TO DEEP GL BEAM 21 BEAM CONNECTION AT CORRIDORS C1-8-- FLOOR FRAMING SECTION AT LOWER ROOF (--715 DECK - UPPER POST TO LOWER POST - CORNER `/ 16-T100 6• 1" = 1'-0" 6.2 / 6-T1001" - 1'-0" .L / S�CATILOE�1"= 1'-0" 36.2 16•-SCTALE: 100 1"= 1._0" S6 • 2 ., 4 . , ..:: SIMPSON A35 AND it,, NOTE: WALL SHEATHING MIGHT BE ON THE CONT DBL TOP PL OTHER SIDE OF THE WALL AT SIM CONDITION. 2x SOLE PL WI i l 0.148x3"@ 6"OC I1T1 SIMPSON A35 CLIP AT LTP4 CLIP FILLER STUDS AS REQ'D SPACING IN PLACE OF LTP4 CLIPS /� L- 1[::-: I REF SHEAR WALL SCHEDULE (48" /3� FROELICH I UPPER HDR REF PLAN -1—N1— .� _ OC MAX UNO) ENGINEERS 1 6x6 HF#2 LOWER '''—(4)-(4)0.148x3"NAILS TO ] 'n� _ PORTLAND: (503)624-7005 HDR IF OCCURS • ' HEADER-TYP SHEATHING BEND: (541)383-1828 IN ARCH EA SIDE 2x WALL PER PLAN EDGE NAILING DENVER: (720)560-2269 DRAWINGS froelich-engineers.com t FLOOR TOPPING PER PLAN FLOOR TOPPING JOB# 17-T174 SIMPSON A35 AND - - 2x KING AND(2)2x 7/FLOOR SHEATHING PER REF PLAN SIMPSON HUC HANGER 1 FLOOR SHEATHING CRIPPLE TO PLAN PER PLAN BETWEEN LOWER HDR - -r SUPPORT HDR WALL SHEATHING I-JOIST .r -4 �� AND CRIPPLE PER PLAN II REF PLAN �" �` �< ` •�•� , w, NY WINDOW TRIMS-NOT = 2x KING AND 2x CRIPPLE ". ,:;-"P;;‘".; 1, BEARING \ _ �TO SUPPORT 2x SILL PL (2)0.148x3" FACE - CORRIDOR JOIST, °�' ` NAILS @ 16"OC-TYP - - ; ' AT BUILT UP STUDS 2 ILL --2x STUDS @ 16"OC FLOOR JOIST /9,. .''• 41 } .s, . •y AT OPENING -. 1� ' PER PLAN SIMPSON HU ` � WEB STIFF BY JOIST MANUF AS REQ'D—/ 1 - — - - HANGER j SIMPSON TOP FLANGE 5472 k / / ' FLOOR JOIST A 1 3/4"LVL CONT RIM W/0.148x3" / HANGER, REF JOIST i�r "'0" 2x SILL PL (USE 2-2x6 WHEN PER PLAN TOE-NAILS @ 8"OC &SIMPSON LTP4 SCHEDULE . 4' 9 MECHANICAL UNIT OCCURS 2x SILL BEAM PER PLAN AS REQ'D TO DBL TOP PL(SEE SHEAR , r �, y# 91, UNDER THE WINDOW) WALL SCHEDULE) . . ott- ..T. CONT DBL TOP PL-REF DETAIL 3/S6.1 FOR SPLICE CONN 2x STUD WALL PER PLAN WALL SHEATHING PER PLANmiiii 31 HDR CONSTRUCTION - 3 BAYS & 1(Y-0" TOTAL LENGTH MAX 28 CORRIDOR AND FLOOR JOIST TO BEAM (25--- CORRIDOR JOISTS TO WALL e6.3) SCALE: 3/8"= V-0" S6.3 SCALE: 1"= 1'-0" 16-1100 16-7100 -041"-"21'-°" 6-T1006'K! 3) SCALE: 1"= 1'-0" NOTE: NOTE: REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" WALL SHEATHING NOTE MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. PER PLANANY OTHER HOLE SIZE OR _ —_ � LOCATIONS MUST BE APPROVED /3\ 2x WALL PER PLAN BY ENGINEER OF RECORD AIR GAP, REF ARCH FLOOR TOPPING PER PLAN ;rrI/,- SHEAR WALL SHEATHING AS REQ'D VJ REF PLAN (NO SHTG AT SIM) FLOOR SHEATHING PER SOLE PL W/0.148"x3"NAILS @ 6" = PLAN OC UNO ON SHEAR WALL GYP REF ARCH SCHEDULE TO RIM - FLOOR SHEATHING ` 2x HOLE DIA UJ F_ ► w .� . . ' SIMPSON A35 CLIP AT LTP4 CLIP W o 1.11 SPACING IN PLACE OF LTP4 CLIPS FLOOR TOPPING REF PLAN : K U Q REF SHEAR WALL SCHEDULE (48" \ . . ' c, 0 OC MAX UNO) I c LI :////////0 /� X1/3 DEPTHg ce , n 1 y SIMPSON TOP FLANGE a ,` O L} HANGER BY JOIST W O� Z 8 MANUFACTURER _ -WEB STIFFENER d JOIST, REF PLAN CORRIDOR JOIST, `co Q WHERE REQ'D F PLA /� / 113 SPAN MIN 1/3 SPAN MIN / z Z 15- Q 1 314"LVL CONT RIM W/0.148x3" L3� _ 18 r0� Q 1 I BEAM REF PLAN TOE-NAILS @ 8"OC&SIMPSON LTP4 '�/! O l V ce /3\ I � • AS REQ'D TO DBL TOP PL(SEE W 0 O }- a > EDGE NAILING ALLOWABLE ZONES FOR _o 3 112x11 7/8"LVL RIM BEAM W/ �� SHEAR WALL SCHEDULE) SINGLE 2"DIA HOLE > c d J 0 U 0.148"x3"TOE-NAILS @ 8"OC& i CONT DBL TOP PL-REF DETAIL (MULTIPLE HOLES REQUIRE — c i Q O CO z I-JOISTS, REF PLAN -JOISTSQ C� ti > SIMPSON LTP4 AS REQ'D TO DBL TOP 31S6.1 FOR SPLICE CONN ---�– PRIOR ENGINEER REVIEW) –�– � w � CL PL(REF SHEAR WALL SCHEDULE) MAY RUN EITHER DIRECTION J WALL SHEATHING PER PLAN) 2x STUD WALL PER PLAN WALL SHEATHING CONT DBL TOP PL, REF DETAIL REF PLAN ____/\r____\_ 3/S6.1A FOR SPLICE CONN PERMIT 2x STUD WALL SUBMITTAL (32 PARTY WALL TO TYPICAL WALL CONNECTION (--;---6-- ALLOWABLE GL BEAM HOLE LOCATIONS - TYP AS REQ'D 6.3 SCAE: 1" = 1'-0" 29'\ CANT. JOIST TO WALL S6.3 SCALE: 3/8"= 1.-°" 16-T100 � 16-T100 S6.3 SCALE: 1"= 1'-0" 16-T100 REV DATE ISSUE TITLE !\\ 03/20/18 STRUC REVISIONS --tet" 2x WALL, REF PLAN WALL SHEATHING, REF PLAN 2x SILL FL, REF SHEAR WALL SCHEDULE FOR ATTACHMENT FLASHING BY OTHERS 2x6 @ 16"OC STUD WALL FLOOR SHEATHING& TOPPING REF PLAN ELEVATED CONC. SLAB, REF PLAN PROJECT MANAGER: CN CONT DBL TOP PL _...,,,,,,,L ---N---- - 7116"APA RATED DESIGNER: YS NN. SHEATHING W/(2)0.148x3" • NAILS EACH 2x10 DRAWN BY: FCE-ENG-10 _ W. • PROJECT NO: 17-T174 V i f 1 v f 2x10 RIM JOISTS WITH DATE: 1/12/2017 SIMPSON HU I —17-T],„--7----- SIMPSON HGA10 @ CORRIDOR JOISTS, REF PLAN HANGER 1 SIMPSON A35 24"OC TO DBL TOP PL SCALE: AS SHOWN W/SIMPSON HU HANGER • 1111 w S 1 • •� SHEAR WALL EDGE NAILING I' (2)2x8 KINGS SIMPSON LTP4 AT 24"OC tIJOISTS CONT DBL TOP PL 2x10 JOISTS @ 16"OC WITH 2x6 @ 12"OC STUD WALL 22 P LEX BUILDING J 5 112x18"GL RIM BEAM :� SIMPSON CS16x AS SHOWN HU210 HANGER TO RIM• STRAP FROM (2}2x6 2x12 LEDGER W/(3)ROWS GARAGE DOOR CRIPPLES TO DBL TOP PL CONT DBL TOP PL - �/� WI 1/4"x3112"SOS SCREWS o �`' .>.. % -.::;"-j:.'" t. AS SHOWN BELOW HEADER, REF PLAN WALL SHEATHING, REF PLAN g„ Z.' SHEET TITLE: I, (2)2x6 CRIPPLES 1 '� �� / FRAMING DETAILS . . \� . . . W h BEAM, REF PLAN n N 3 SHEET NUMBER: 33 CORRIDOR TO GARAGE 30 GARAGE DOOR HEADER CONNECTION 27-. WALL FRAMING AT STEP S6.3 SCALE: 1"= 1'-0" S6.3J SCALE: 1"= 1-0" S6.3) SCALE: 1"= 1'-0" 16-7100 16-T100 16-T100 ■ J NOTE: 0-131 x21/2"@ 2x BLK'G W10.162 x 3 6"OC 1/2"TOE-NAILS @ 6"OC REF DETAIL 2/S7.1 FOR BUILT-OUT 2x6 OUTLOOKER TO TRUSS ROOF STEP GABLE END TRUSS CONNECTION • FLAT @ 24"OG MEMBER 0.131 x 2112°@ TO PERIMETER WALL. /� r______Jr,, 1' 2x BLOCKING (MATCH ��\ O L I ��./ I 6"OC 1V �' r DEPTH OF TRUSS TOP E N G I N E E R S 11 m. _ 2x6 OUTLOOKER @ ROOF SHEATHING CHORD)W/(5)-0.131 x 2 ROOF SHEATHING /`'� PORTLAND: (503)624 7005 DRAG TRUSS REF PLAN _ r 24"OC REF PLAN 112" NAILS �/ BEND: (541)383-1828 EDGE NAILING (/20 148 x 3"NAILS I „/„// DENVER: (720)560-2269 FROM TRUSS TO •, 2x SHAPED BLOCKING AT 0.131 x 2 1/2 NAILS @ 6" OC (EDGE NAILING) / froelich-engineers.com 0.131 x 2 112"@ BLK'G ' ' :�7RIDGE(ALTERNATEiy, EDGE NAILING /'' JOB# 17-T174 (2)0.148 x 3" 4"QC TO ��' �� ( ` BLOCKING EACH BAY) '/ NAILS FROM / ROOF SHEATHING 2x SOLID BLOCKING / ,_moi _""I. •�/ 0.131 x 2 112 " @ 6"OC (2)0.148 x 3"NAILS I (2)0.148 x 3 PRE MANUFACTURED �rC MANUFACTURED NAILS FROM +� REF PLAN ,/'' TRUSSES TRUSS TO �'' c� �„ / �'�� 2x6 TOP CHORD LFROM TRUSS TO I ROOF TRUSSES i �„ BLKG !. i.' 14� BLKG TRUSS TO /�" „\ "'',r 2Jrx6 LET-IN OUTLOOKER BLKG „i „\ // � - _ GABLE END TRUSS W/VERTS @ �� 2x4 KICKER @ �/ �` „ ' N. 48"OC NAIL i" '�,, �'' �SIMPSON H1 CLIP AT 2x6 BLOCKING 2x4 4'-0"OC W/ 2 0.162 x 3 24"OC MIN PROVIDE 1/2"APA "/" @ Q { ) WI(5)-0.162 x ,i 48"OC 1 BAY _ - 112"NAILS AT EACH KICKER IF RATED SHEATHING W/0.131 x 2 EACH TRUSS � � O KICKER LENGTH EXCEEDS 6'-0" 1/2" NAILS @ 6"OC EDGES & 1 3 112"TO UOtti '1'1 X I 12" OC FIELD 1� BLK'G 2x6 HF#2 I-� t 2xTOP PL RE DOUBLEIS61 ` " PRE MANUF ROOF EDGE NAILING {REF SHEAR H . 1 0.131 x 2 112" @ 6"OC - TRUSS @ 24"OC - WALL SCHEDULE) ♦A LEDGER WI(2) TRUSS MANUF TO RIDGE BLKG � I �i -,,� ROWS OF 0.162 PROVIDE 2x BLKG WALL SHEATHING 1 dC X x3112" NAILS @ MEMBER FOR • / 1,/�\ X i �-:::4•71,. ..,k 6"OC TO 2x ROOF STEP CEILING LINE i' 2x STUD WALL STUDS @ 16"OC ;t -,I3LK'G 2x4 @ 4-0 OC WI(2)0.162 x 3 ' -" � UNLESS NOTED OTHERWISE • �' • ' L3\ BALLOON FRAME 112"NAILS AT EACH KICKER IF { . END WALL TO KICKER LENGTH EXCEEDS 6'-0" r. tor NOTE: CEILING LINE REF REF ARCH FOR MORE -.3_,/�- REF DETAIL 21S7.1 FOR BUILT-OUT 31S7.1 AT VAULTS 2x4 BLOCKING AT KICKER W/ ;�1 GABLE END TRUSS CONNECTION (NO WALL AT SIM) INFORMATION SIMPSON LU24 EA END TO TRUSS / _� TO PERIMETER WALL. 2x4 KICKER @ 48"OC NAIL W/ (5)-0.162 x 3 1/2"AT TO BLOCKING 15� STEPPED ROOF CONDITION 7 GABLE END TRUSS AT DECK (-4----- ROOF TRUSS RIDGE 1 ROOF TRUSS CONNECTION TO PERIMETER WALL S7.1 SCALE: 1"= 1-0" 57.1 SCALE: 1"= 1-0" 57.1 SCALE: 1"= 1'-0" 57.1 SCALE: 1"= 1'-0" 16-T100 16-T100 16-T100 16-T100 SIMPSON LSTA18 STRAP @ 4'-0"OC ,�" TYP „�"" ,...'"""%, �„ ROOF SHEATHING ROOF EDGE ���� `1l�°a,�� REF PLAN EDGE NAILING (TYP) BID ALTERNATE: NAILING :i TRUSS MANUFPROVIDE TRUSSED OVER FRAMING @ 24"OC CLIPPED DIRECTLY TO /3\ /3\ DRAG TRUSS REF PLAN MAIN ROOF TRUSSES W/SIMPSON VTCR 48" 00" 2x4 BLKG AT KICKER@ �.,i"� W/(5)0.131 x 2 112 " OC IN LIEU OF 2x6 OVERFRAMING&POST, &2x 0.131 x 2 112"@ 6"OC 2x BLOCKING TRUSS TOP /3\ (2)0.148 x 3" SIMPSON A35 @ 24"OC MIN UNO ON DEPTH OF TOP NAILS NAILS FROM THE SHEAR WALL SCHEDULE (RIM FLAT 2x6 OUTLOOK OC ROOF SHT'H I SIMPSON MST36 STRAP FLAT @ 24" REF PLAN CHORD}WI(5)-0.131 x 2 AT GIRDER/DRAG TRUSS TRUSS TO JOIST CONN TO DOUBLE TOP PL) 112"NAILS f f1 SPLICES, UNO / BLK'G . I � l . ,,. ,.. �..�. u Kir ' 14\ W .:::, (2)0.14f�x .����r 0.131 x 2 112" @ 6"OC 2x6 OVERFRAMING POST E ` �� �, i- NAILS FROM - - - DOWN TO FRAMING BELOW I ---NA--- S TRUSS TO BLKG 117 ( } @ (2)0.148 x 3"NAILS 2x8 FLAT WI 3 0.162 x 3 4$"OC MAX W12x4 0.131 x 21!2"@ CO -___e______- ROOF SHEATHING FROM TRUSS TO NAILS FROM 0 (2)0.14823" 1/2" NAILS TO EACH 6'OC I TRUSS 2x6 TOP CHORD LET-IN 2x6 / Q III 2X6 KICKER @ 48^ ♦ 0.162 x 3 112" REF PLAN BLK'G TRUSS TO S I - OUTLOOKER 0 o GIRDER DRAG OC W/(4)0.162 x 3 ,"\►j TOENAILS @ 8" '���� 2x4 KICKER @ BLKG IX 7--- TRUSS REF PLAN 1/2" NAILS AT TOP 1 OC MIN Neve, GABLE END TRUSS WI VERTS @ 24" 48"OC NAIL W/ n �'� OC MIN PROVIDE 112"APA RATED 444%. �"' 71 ''-!"4`.:44 (5)0.162 x 3 w y u1 5HT'GVII 0.131x21!2"NAILS @6"OC1/20 Q ! SIMPSON H1 CLIP 2x4 4'-0"OC WI 2x BLK'G -ALIGN �- BLOCKING AT W D Q c) @EDGES& 12"OC FIELD 1 AT EA TRUSS (2)-0.162 x 3 1/2"NAILS W/KICKER SIMPSON LTP4 @ 48" 1� o AT EACH KICKER KICKER IF LENGTH _ _ _ (2}0.162 x 3 ROOF SHEATHING REF PLAN OC MIN UNO ONPRE MANUF ROOF }O Z w 112" SHEAR WALL TRUSS @ 24"OC EY °p i EXCEEDS 6'-0" SCHEDULE(RIM SIMPSON A23 Z Z cb I X 11 II Y,� /� 7� .7-TOENAILS 2x CONT FLAT TO RECEIVE JOIST CONNECTION CLIP AT EACH xi/-- -- �/ ¢ -7.7�� j TO FLAT KICKER L.iL i� L O Q BRACINGIPOST DOWN OF TO DBL TOP PL) SrX hl MANUF ROOF TRUSS& - - -� 2x-TYP OVERFRAMING (TYP)WI(2) CEILING LINE 1 - 1 W oO 0 Q fl SIMPSON LTP4 HANGER BY OTHERS SIMPSON A34 FROMce /� (2)0.162 x 3 112" (2)0.148 x 3" i r O ¢ Li ROOF TRUSS 0.162 x 3 112" NAILS AT EA - �_ a @ 24"OC KICKER TO DBL TOP PL TOENAILS AT NAILS FROM REF PLAN �. TRUSS 2x4 @ 4'-0"OC WI(2}0.162 x 3 > Cl) d J 0.131 x2112"@6 OC C 0 m 0 EDGE NAILING (TYP) WALL TRUSS TO �_ 7-; BALLOON FRAME 1/2"NAILS AT EACH KICKER IF ..�.� I- ¢ 2 DBL TOP PLAN REF 3/S6.1 BLK'G EDGE NAILING END WALL TOn o a WALL SHEATHING WALL SHEATHING REF ��` 7KICKER LENGTH EXCEEDS 6'-O" SHEAR WALL SCHEDULE NOTE: DOUBLE TOP PL CEILING LINE REF 31S7.1 AT VAULTS I REF PLAN REF ARCH DETAILS FOR ADDITIONAL REF 3/S6.1 - __\/L____ 2x STUD WALL REF PLAN CONSTRUCTION REQUIREMENTS TO MAINTAIN REQ'D FIRE RATING. PERMIT SUBMITTAL DRAG I GIRDER TRUSS TO SHEAR WALL ri-i-" 1 TRUSS CONNECTION TO PARTY WALL ( 5-.- TRUSS OVERFRAMING (----;-- GABLE END TRUSS CONNECTION TO PERIMETER WALL S7.1 SCALE: 1" = 1-0" 16-1100 S7r1 SCALE: 1"= 1-0" 16-T100 1T 57 1 SC6-AL10E:0 1" = 1'-0" 57.1 SCALE:16-T100 1" = 1-0" REV DATE ISSUE TITLE TRUSS MANUF TO DESIGN ALL DRAG SIMPSON MSTA36 STRAP AT BREAK 03/20/18 STRUC REVISIONS STRUT TRUSSES FOR THE FOLLOWING: 1. SHEAR LOADS AS INDICATED SCISSOR TRUSS 2.TRUSS TO COLLECT SHEAR LOADS GABLE END TRUSS AND TRANSFER TO BOTTOM CORD WI VERTS @ 24" OC 2x BLKG @ 24"OC THROUGH WEB MEMBERS. (ONE BAY EACH SIDE) 3. TOP AND BOTTOM CORDS TO HAVE VAULTED CEILING VAULTED CAPACITY OF TRANSFERRING SHEAR LINE +•■. CEILING n LINE ROOF SHEATHING REF ROOF EDGE NAILING LOAD THROUGH SPLICES �' -� 111111k11144444% PROJECT MANAGER: CN PLANS FOR DETAILS V 4. EDGE NAIL SHEATHING TO DRAG I �r���` ���4� � TRUSS $11111111 DESIGNER: YS '1 # 2 DRAWN BY: FCE-ENG-10 PROJECT NO: 17-T174 #\----(2)0.148 x 3 " NAILS DRAG TRUSS REF FLAN FROM TRUSS TO DBL TOP DATE: 1/12/2017 BLKG SIMPSON STRAP REF PLAN PL SCALE: AS SHOWN .✓ r "/ ROOF SHEATHING /„/ DRAG TRUSS TO DBL TOP PL f„/"� BEAR ON SHEAR WALL --�_ " ' 0.131 x 2 112" NAILS @ � MANUFACTURED ��l•���1•�■ 6"OC (EDGE NAILING) / TRUSSES 22 PLEX BUILDING J 2x SOLID BLOCKING j� 0.162x3112" „„,,••••" .-e• .-e•TOE NAILS @ 8" `-"". /,.�' OC EQUAL EQUAL ..-" ---SIMPSON Hi CLIP AT i XEACH TRUSS SHEET TITLE: 74- #; ROOF FRAMING 2x BLKG @ 24" OC 4-\\ (2)0.148 x 3" NAILS 2x BLKG @ 24" OC SIMPSON MTS20 (ONE BAY EACH SIDE) SIMPSON LTP4 @ 24" FROM TRUSS TO BLKG TW1ST STRAP BEAM REF PLAN DETAILS OC MIN UNO ON THE SHEAR WALL SCHED (RIM JOIST CONN TO \ WALL SHEATHING REF DOUBLE TOP PL) --10,-:-\._ SOLE PL REF PLAN WALL STUDS SHEAR WALL SCHEDULE 2x STUDS @ 16"OCPOST REF PLAN 2x STUD WALL REF PLAN (-3--" SHEET NUMBER: (--12-- DRAG TRUSS CONNECTION TO SHEAR WALL 9 DRAG TRUSS TO WALL 6 ROOF TRUSS CONNECTION TO EXTERIOR BEAM WALL & GABLE TRUSS CONFIGURATION AT VAULTED CEILINGS SCALE: 1" = 1-0" SCALE: 1"= 1' 0" SCALE: 1"= 1'-0" SCALE: 1/2"= 1'-0" S7 57.1 16-T1 Q0 S7.1 16-1100 S7.1 16-T100 S7.1 16-7100 ■ ill PRE MANUF ROOF PRE MANUF ROOF F 2x BLK`G W/0.148 x 3" TRUSSES, SEE PLAN TRUSSES, SEE PLAN TOE-NAILS @ 6"OC TO FOR TYPE&SPACING FOR TYPE&SPACING TRUSS ROOF STEP 0.131 x 2112"@ MEMBER 6"OC TRUSS PER PLAN GIRDER 1 DRAG TRUSS 2x6 OUTLOOKER PER PLAN • FLAT @ 24"OC ,..., „...—"*. FROELICH . „ „, ...., �„�`Ille -'-"` ENGINEERSX DRAG TR S OR GIRDER — .� ,i"- PORTLAND: (503)624-7005 TRUSS REF PLAN — r — — �.„„„--'f — — — „�"� BEND: (541)383-1828 � �” DENVER: (720)560-2269 EDGE NAILING -A.1 „�„� „�'�m froelich-engineers.com 0.131 x 2 1/2”@ 4”OC ' JOB# 17-T174 TO OUTLOOKER —1'— CONT ROOF OVERFRAMING CONT ROOF OVERFRAMING '"C PER 5IS7.1 SHEATHING PER 5/S7.1 SHEATHING 1 .l PRE MANUF ROOF TRUSSES DR EDGE NAIL �� EDGE NAIL .� PRE MANUF ROOF A. i c l: (0.131 x 2 1/2"@ "� 2x BLOCKING BETWEEN (0.131 x 2 1/2"@ „'i .,,i —2x BLOCKING BETWEEN TRUSSES TRUSSES BY OTHERS 6"OC) „ w' TRUSSES WI(2)ROWS 0.148 6"OC) „i„i"f' W/(2)ROWS 0.148 x 3”NAILS @ 12" 2x6 BLOCKING @ -� x 3"NAILS @ 12"OC TO „�--' OC TO GIRDER TRUSS 48" OC(1)BAY — — .� �, GIRDER TRUSS _ ��„i,....„...0"""°' S A\ 2x6HF#2LEDGER WI(2) X .1111— 1 X 1111- ..%,{ F ROWS OF 0.148 x 3" NAILS TRUSS MANUF TO — I @ 6"OC TO 2x BLK'G PROVIDE 2x BLK'G tit ...*.-•MEMBER FOR \_ ar'� PRE MANUF ROOF TRUSS HANGER BY PRE MANUF ROOF ROOF STEP TRUSSES, SEE PLAN FOR MANUF TRUSSES, SEE PLAN FOR ' r k • /3\ TYPE&SPACING TYPE&SPACINGs . i. - -IN\-- . 2x STUD WALL WALL SHEATHING '.oil a. PER PLAN&SHEAR WALL SCHEDULE (71-9- ROOF CONNECTION AT STEP 16 TRUSS AT WALL ( 13 \ TRUSS TO GIRDER I DRAG TRUSS SCALE: 1"= 1'-0" SCALE: 1"= V-0" SCALE: 1"= V-0" S7•/ 16-T100 S7.2 16-1100 S7.2 16-T100 SHEAR LOAD=520 LBS v X X X 2x BLOCKING BETWEEN /3\ TRUSSES TO RECEIVE THE ROOF EDGE NAILING X — PRE-MANUFACTURED TRUSSES X ` @ 24"OC ATTACH TO WALL& GIRDER TRUSS W/SIMPSON H1 L A - Q U)PLYWOOD EDGE NAILING 1-► • • • l ROOF SHEATHING SEE Q iUJ PLANS ^ , „f^ W \ U CONT DBL TOP PL „i"� O� a g wC III SIMPSON STRAP PRE MANUF 0 CL II- PER PLAN TRUSS BLOCKING PANELS BY ROOF TRUSS CC 8 O c) TRUSS MANUFre LU F' SHEAR WALL PER 0 w o co PLAN 3i\.162 x 3 1/2"@ F- CC Z F- 2 8”OC — EK u, 007 O Q GIRDER/DRAG �•�"� � � ' ! OCC � Q � TRUSS PER PLAN r ' + i++11. p O O (2)2x6 HF POST . t j < O cp Z SHEAR WALL—'----A... ALL SIMPSON H1 ANCHOR AT Ct W 1- n EDGE NAILING EACH TRUSS +./' L DOUBLE TOP PL SHEATHING,SEE SHEAR SEE DETAIL 31S6.1 FOR WALL SCHEDULE SPLICE PERMIT - 2x STUDS @ 16"OC TYP SUBMITTAL (-71; DRAG I GIRDER TRUSS TO WALL (14� TRUSS BLOCKING TO WALL SCALE: 1"= 1'-0" SCALE: 1"= 1.-Cl" S7.2 16-T100 S7.2 / 16-T100 CONT DBL TOP PL REV DATE ISSUE TITLE 2x STUD WALL n PER PLAN A\ 03/20/18 SW=REVISIONS 2x4 FLAT BLKG BETWEEN STUDS CS16 x AS SHOWN / f RIDGE BLOCKING ROOF EDGE NAILING TO 2x CONT f BLOCKING BETWEEN TRUSSES FROM DBL TOP PL / i PER 4/S7.1 TO 2x4 FLAT BLKG f SIMPSON LSTAI8 @ 48" OC PROJECT MANAGER: CN � '���d CENTERED BETWEEN TRUSSES CONT DBL TOP PL �� �\��' _....4,..,41,........,...„.. DESIGNER: YS �,;� may, ROOF SHEATHING ,000,....00, � ��; PER PLAN DRAWN BY: FCE-ENG-10 i PROJECT NO: 17-T174 T T T^•T^.•r�.-. -d" S! 1 l a1. '' DATE: 1/12/2017 '4 SCALE: AS SHOWN ROOF TRUSS PER PLAN 22 PLEX BUILDING J SIMPSON N1 CLIP SHEET TITLE: AT EACH TRUSS 7 2'-0" / 4'-0" CONT DBL TOP PL ROOF FRAMING STUD WALL DETAILS PER PLAN SHEET NUMBER: 18 SHEARWALL CONNECTION AT DOUBLE TOP PLATE STEP (71-5- ROOF TRUSSES TO BEARING WALL S7.2 SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" .V.-M1"= 6- 1 8„7__12.) 16-T100 ■ 1)LAYER 5/8" (GYPSUM BOARDPE'X BRICK VENEER, SEE EXTERIOR % ,"MIN AIR SPACE AT BRICK, ASSEMBLY NOTES o a / j ELEVATIONS FOR TYPE / MORTAR AND WATERWAY 11 MM MINIMUM 1/2"GYPSUM BOARD RESILIENT CHANNELS AT 24"OC1" RAINSCREEN DRAINAGE MAT �; � � - / MIN AIR SPACE AT BRICK SYSTEM AT STONE �� -• / / 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO • 41 .~ 3 112" UNPAGED FIBERGLASS WEATHER RESISTIVE BARRIER WEATHER RESISTIVE ASSEMBLY AS REQUIRED BY STRUCTURAL ENGINEER.WHERE ANON-SHEAR . FIBER CEMENT BOARD SIDING 41 WALL EXTENDS AND ALIGNS PARALLEL WITH A SWEAR WALL, PROVIDE BATT INSULATION IN OPPOSITE WOOD SHEATHING, SEE STRUCTURAL BARRIER ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR WALL TO PROVIDE .,.;: STUD WALL CAVITY FROM / 5/8"TYPE'X'GYPSUM SHEATHING CONTINUOUS FACE OF FINISH. . : : WOOD SHEATHING ',.....>y/----"--------- / WOOD SHEATHING, SEE STORAGE CRAWL SPACE INTERIOR EXTERIOR R-21 FIBERGLASS BATT INSULATION, STRUCTURAL • NO INSUL AT GARAGE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER 2014 OREGON STRUCTURAL Otak Architects Inc WOOD SHEATHING, SEE / 2 x 6 WOOD STUDS, 16"OC / R-21 BATT INSULATION SPECIALTY CODE SECTION 718. .' ill STRUCTURAL ,, / MAX, SEE STRUCTURAL - /� 2 x 6 WOOD STUDS, 16"OC 808 SW 3rd Ave, Suite 300 • 2 X 6 WOOD STUDS, 16"OC 41 , / . 5/8"TYPE'X'GYPSUM BOARD �•.- .A MAX UNO, SEE STRUCTURAL 3. LOCATE THERMAL INSULATION ON THE COLD SIDE (IN WINTER)OF DOMESTIC Portland, OR 97204 MAX UNO OTHERWISE 2x6 WOOD STUDS, 16"OC --0-- - WATER PIPES AS REQUIRED TO PROTECT PIPES FROM FREEZING. CALCULATIONS OF RATING USING OSSC SECTION 722.6: MINIMUM 1/2"GYP BD Phone 503.287.6825 • MAX UNO, SEE STRUCTURAL 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND FINISHES AS REQUIRED FOR Fax 503.415.2304 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES BRICK VENEER OR EXTERIOR PLUMBING ACCESS PANELS. ilk 5 112" UNFACED FIBERGLASS r 5/8"TYPE 'X'GYPSUM BOARD 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 2Q M IN�}� TT �J MANUFACTURED STONE BATT INSULATION MINIMUM RATING FROM INSIDE 6U MNUTS VENEER, SEE EXTERIOR ELEVATIONS FOR TYPE 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO SUPPORT SHELVING, (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) INTERIOR EXTERIOR TOWEL BARS, RAILINGS,AND ALL OTHER WALL-MOUNTED ACCESSORIES AND Al 5/8"TYPE'X'GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTESEQUIPMENT. CRAWL SPACE WALL - NON-RATED 2 X 6 FRAMING AT 16"OC-F TABLE 722.6.2{2) 2Q MINuTE$ EXT' WALL - BRICK OR STONE - NON-RATED 6. PROVIDE UL APPROVED THROUGH PENETRATION AND MEMBRANE [26ASSEMBLY: NA FIRE NR STC:NA MINIMUM RATING FROM OUTSIDE 60 MINUTES 1 O ASSEMBLY: NA FIRE: NA STC: NA PENETRATION FIRESTOP SYSTEMS AS REQUIRED BY CODE AT ALL River Terrace GARAGE ( ) UNIT (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) ELECTRICAL, PLUMBING,AND MECHANICAL PENETRATIONS IN FIRE-RATED CORRIDOR ( ) UNIT ! EXT WALL - BRICK VENEER - 1-HR RATED PRE-MFR TRUSS, BY OTHERS ASSEMBLIES, SEEA8.11. 15A. - 1 LAYER 518"TYPE'X' East UNIT ( > STAIR I ASSEMBLY: OSSC SECTION 722.6 FIRE: 1-HR STC: NA GYPSUM BOARD 7. PROVIDE WATER RESISTANT TYPE-X GYP BD AT BATH TUB AND SHOWER &GA WP 8105 I FIBER CEMENT SIDING, SEE � 3 LAYERS 518"TYPE'X' WALLS, SEE 17/A8.11 & 18/A8.11. g GARAGE < ) STAIR ° EXTERIOR ELEVATIONS FOR GYPSUM BOARD TYPES AND COLOR 7/8"METAL HAT CHANNEL Condominiums MINIMUM 1/2 CORRIDOR ( ) STAIR r RAINSCREEN DRAINAGE SYSTEM FURRING 24"O.0 GYPSUM BOARD - OVER WEATHER RESISTIVE BARRIER // - / SW Roy Rogers Rd, WEATHER RESISTIVE BARRIER / 21 E PROVIDE R-21 BATT INSULATION IN LIEU OF 3" FIBERGLASS BATT INSULATION " Tigard, OR 97223 WOOD SHEATHING, SEE STRUCTURAL 9 2x4 WOOD STUDS , 16"OC MAX 5/8"TYPE'X'GYPSUM SHEATHING - UNO,SEE STRUCTURAL R 21 FIBERGLASS BATT INSULATION \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` 21D OMIT BAIT INSULATION AND RESILIENT CHANNELS-USE GA FILE WP 3510 INTERIOR . EXTERIOR _�_ )( )( = (SEE ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) 2 x 6 WOOD STUDS, 16"OC WOOD DECKING, 21 OMIT BAIT INSULATION MAX, SEE STRUCTURAL q � ,. - • C� r 5/8"TYPE'X'GYPSUM BOARD PROVIDE R-21 BATT INSULATION IN LIEU OF 3" FIBERGLASS BATT PT WOOD JOISTS, SEE 25jB 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS 21 B INSULATION&OMIT RESILIENT CHANNELS (USE GA FILE WP 3510-SEE CALCULATIONS OF RATING USING OSSC SECTION 722.6: 86 ASSEMBLY GA RC-2602- 1-HR RATED(2)LAYERS TYPE 'X'GYPSUM BOARD STRUCTURAL ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES INTERIOR WALL - FURRING INTERIOR WALL - 1-HR RATED 2 X 6 FRAMING PT 1 "OC-PER TABLE 722.6.2(2) ?,g M� ;a ROOF! CEILING - 2-HR RATED - STAIR i FLOOR - NON-RATED - EXTERIOR DECKS SRI INIUM RATING FROM INSIDE 60 MIND S 8A 4 ASSEMBLY: NA FIRE: NA STC: NA ASSEMBLY:GA FILE WP 3243 FIRE: 1-HR STC: 50 (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) ASSEMBLY: GA RC-2751 FIRE:2-HR STC: NA ASSEMBLY: NA FIRE: NR STC: NA y 8"1 Polygon � 518"TYPE'X'GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES 20 FLOOR FINISH PER 5/8"TYPE'X'GYPSUM BOARD 2 X 6 FRAMINGMM RATING FROM OUTSIDE/22.6.2(2) 60 MINUTES MINUTES FINISH SCHEDULE Northwest 4 A (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)? CONCRETE SLAB W/ 1 1/2"GYPSUM CEMENT �+ " • REINFORCING, SEE UNDERLAYMENT RESILIENT CHANNELS AT 24 OC EXT WALL - FIBER CEMENT - 1-HR RATED STRUCTURAL 703 Broadway Street, MINIMUM 1/2" GYPSUM BOARD11111 [14A!i . ; Q _ �- WOOD SHEATHING , SEE Suite 510 =+� ASSEMBLY: OSSC SECTION 722.6 FIRE' 1-HR STC: NA - - _ -•r• -� 3 112" UNFACED FIBERGLASS � • ' ••.- 'r ' '• '.�;�' .•� '�°"'•�%. .� d . _ STRUCTURAL BATT INSULATION IN OPPOSITE &GA WP 8105 �• -0 . - '< ''a °_� ° . �` I Vancouver, WA 98660 STUD WALL CAVITY FROM • 12"THICK CONCR E f WOOD SHEATHING ' ° : y L:( /\ X VIX f • fAl V ___/ 2 X 4 WOOD STUDS, 16"OC �' ; ° ' `' MAX UNO OTHERWISE `_ • '.'.d•' - +- TJI FLOOR ASSEMBLY WOOD SHEATHING, SEE • WOOD JOISTS, SEE STRUCTURAL STRUCTURAL a' : , _ ,y,,,, ) Xy.., 2 S 5/8"TYPE'X' �� GYPSUM BOARD '•• , " ,'• CALCULATION OF RATING USING OSSC SECTION 722.6: 2 x 4 WOOD STUDS, 16"OC ,, ..• r- - MAX, SEE STRUCTURAL - - `` (2)LAYERS 5/8"TYPE'X'GYPSUM BOARD- 80 MINUTES 4 2X WOOD FLOOR FRAMING AT 16"OC MAX- 10 MINUTES • = MINIMUM RATING FROM BOTTOM 90 MINUTES 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS ,t• 4• 7B WITH R-38 FIBERGLASS BATT INSULATION &2 LAYERS 1/2 TYPE'X'GYPSUM BOARD. 24B UNIT UNIT •- INTERIOR WALL - NON-RATED FIRE (PARTITION - 1-HR RATED CONCRETE RETAINING WALL 1 FLOOR - GARAGE OVER CRAWLSPACE I FLOOR/CEILING - 1 HOUR RATED - CORRIDOR 24A1 201 `13 7A 3 ASSEMBLY: NA FIRE: NR STC:NA I ASSEMBLY: GA WP 3370 FIRE: 1-HR STC: 54-55 ASSEMBLY: NA FIRE: NR STC: NA I ASSEMBLY: NA FIRE: NR STC: NA ASSEMBLY: OSSC 722.6 FIRE: 1-HR STC: NA NBC-W13c NRC-TL-93-265 FLOOR FINISH PER FINISH SCHEDULE MINIMUM 1/2"GYPSUM BOARD WOOD RISER,SEE 1 1/4" GYPSUM CEMENT n, • . STRUCTURAL UNDERLAYMENT AT CARPET AND 1" j ` • 2X6 WOOD STUDS @ 16"OC, AT SHEET VINYL - '-,. • SEE STRUCTURAL WOOD TREAD, SEE 1/4"ACOUSTICAL SOUND MAT cn . BRICK VENEER, SEE EXTERIOR -• • • . . ELEVATIONS FOR TYPE STRUCTURAL UNDERLAYMENT AT SHEET VINYL ONLY 2 X 4 WOOD STUDS, 16"OC �� R-21 FIBERGLASS BATT WOOD SHEATHING , SEE STRUCTURAL MAX UNO ` 1"MIN AIR SPACE AT BRICK '' INSULATION °,° �� _F s CARPET&PAD WOOD 1-JOISTS, SEE STRUCTURAL s , N .- ,� 1"AIRSPACE ,�� r,, 5/8"TYPE'X'GYPSUM BOARD ���— WEATHER RESISTIVE BARRIER = ,•, . • R-38 BATT INSULATION AT SECOND • 'r' WOOD SHEATHING, SEE STRUCTURAL 4-.•: CONCRETE RETAINING WALL, 7 STRINGERS-SEE FLOORS BETWEEN GARAGES AND UNITS 3720 4 »3 ,• j _ AND AT EXTERIOR BAYS ONLY-NO 3 112" a SHEATHING518 TYPE X'GYPSUM SEE STRUCTURAL STRUCTURAL $RIA i R.E#.EEl Efl BATT INSULATION AT THESE LOCATIONS • o R-21 FIBERGLASS BATT INSULATION ` BELOW GRADE -- 5//)/17 • :- . — 3 112"UNFACED FIBERGLASS BATT • I r 2 x 6 WOOD STUDS, 16"OC MAX, �_ WATERPROOFING --, a INSULATION(BETWEEN UNITS ONLY} %ORTLAND,OR -�-- SEE STRUCTURAL 1 -vi )/ y �-� SUPPORTED ON RESILIENT CHANNELS / • (2)LAYERS 518"TYPE'X'GYPSUM . l 1 l RESILIENT CHANNELS 16"OC MAX AT 24" OF 0 BOARD OC JOISTS AND 24 OC AT 16 OC JOISTS ATTACHE[)TO JOISTS WITH 1 1/4" EXTERIOR ' MINIMUM 112"GYPSUM INTERIOR !A%!i!eWIfr2t ,♦•�,,� (2) LAYERS MINIMUM 112 TYPE'X'GYPSUM �+ i ' i CONCEALED SPACES BOARD.AT EXTERIOR BAYS USE MINIMUM Construction 1/2"TYPE'X'GYPSUM SHEATHING INSTEAD 23B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS FOR ALL LAYERS, SEE TYPE 2C BELOW FOR Assemblies ADDITIONAL INFO R-38 FIBERGLASS BATT INSULATION AT EXTERIOR BAY LOCATIONS AND 518"TYPE EINTERIOR WALL - 1-HR RATED EXT WALL - BRICK VENEER - 2-HR RATED EXT WALL - BASEMENT - NON-RATED i STAIR - NON-RATED [2c x GYPSUM SHEATHING INSTEAD OF 5/8"TYPE'X'GYPSUM BOARD& FIBER CEMENT E) 23/I 17A1 12 ' 6 SOFFIT PANEL OUTER LAYER WITH 1 X 3 FIBER CEMENT BAITS AT SEAMS&EDGES. 1 1 ASSEMBLY: GA FILE WP 3510 FIRE: 1-HR STC: NA ASSEMBLY: GA WP 8415 FIRE:2-HR STC: NA ASSEMBLY: NA FIRE: NR STC: NA I ASSEMBLY: NA FIRE: NR STC: NA 2B R-38 FIBERGLASS BATT INSULATION AT GARAGE CEILINGS. Y aCLASS C ARCHITECTURAL GRADE COMPOSITION FLOOR/CEILING - 1 HOUR RATED - UNITS 2A ASPHALT ROOFING SHINGLES °Y' FIBER CEMENT SIDING, SEE ASSEMBLY:WIJ 1.7AMERfCAN FIRE: 1-HR STC: 63-65 ICC: 51 col EXTERIOR ELEVATIONS FOR FOREST AND PAPER > TYPES AND COLOR ROOF UNDERLAYMENT ASSOCIATION, INC T 2 RAINSCREEN DRAINAGE SYSTEM x FLOOR FINISH PER 2 OVER WEATHER RESISTIVE � FINISH SCHEDULE C7 (2) LAYERS 5/8"TYPE'X' BARRIER 'l GYPSUM BOARD ROOF SHEETING, SEE 1.11 '}. WEATHER RESISTIVE BARRIER STRUCTURAL CONCRETE SLAB(4" MIN) n �� FIBER CEMENT SIDING, SEE EXTERIOR WITH REINFORCING, SEE 2 04.27.17 Plan Check Responses RESILIENT CHANNELS AT 24"OC .�� ELEVATIONS FOR TYPES AND COLOR # Date Description co , �— WEATHER RESISTIVE BARRIER WOOD SHEATHING, SEE PREFABRICATED WOOD c � �, - � ROOF TRUSSES, SEE STRUCTURAL STRUCTURAL Revisions �' RAINSCREEN DRAINAGE SYSTEM OVER STRUCTURAL 10-MIL VAPOR RETARDING m' 5 112" UNPAGED FIBERGLASS WEATHER RESISTIVE BARRIER R-21 FIBERGLASS BATT / ate, • MEMBRANE January 12,2017 BATT INSULATION . �— WOOD SHEATHING, SEE STRUCTURAL INSULATION (OMIT AT GARAGE) • - +, - `a• ;.' Date %II" W - ; • `• -'•. .• CRUSHED AGGREGATE (2)LAYERS 5/8"TYPE'X' GYPSUM - 2 x 6 WOOD STUDS, 16"OC R-38 FIBERGLASS BATT DRAINGAGE LAYER PER SHEATHING _ MAX ENO, SEE STRUCTURAL INSULATION +��'.�`r?���r�����'r �r. �=r;����� a '7i` r�iT7r`ii' SOILS REPORT BB, DG, NE WOOD SHEATHING, SEE _ ,t. _�• r�,y-;�.f•_%-� .�f_..} .. ,?•y r r �. T:__ ��•.�• }i,,, 1;•:�}•.ea,—; 4: 1.-' { 1l- •1020 s �' ,' STRUCTURAL R-21 FIBERGLASS BATT INSULATION is-- •l' !�c:�•i''w�ii!i: 'r`'�il`i•: :"•� I�r Designed By 16" MINIMUM 1/2"GYP BD f=f: ' ��!' !'; � �:n: : ' f?_ yj::i7f? j UNDISTURBED SOIL/COMPACTED 2 x 6 WOOD STUDS, OC MAX, E __-- _._-- '' 2x6 WOOD STUDS, 16"OC SEE STRUCTURAL i 1----11 __ FILL PER SOILS REPORT DG, NE,NM o- MAX ENO, SEE STRUCTURAL 2 LAYERS 518"TYPE GYPSUM " --` --; i= r- _ { ) ,/2 GYP BOARD AT UNIT ( -° I , i i NOTE: Drawn By to -coo .,,� .� ., BOARD I 1�i i l I I I INTERIOR EXTERIOR NOTE: SEE ASSEMBLY 10 FOR STONE INTERIOR, I -- —I ? I ' PROVIDE R-10 RIGID FOAM _� .• 5/8"TYPE'X'GYPSUM (2) LAYERS 5/8"TYPE'X • WAINSCOT. SEE ELEVATIONS FOR GYPSUM BOARD INTERIOR EXTERIOR LOCATION&HEIGHT. WALLBOARD AT INSULATION AT FACE OF KJ EXTERIOR CONCRE=TE Checked By I CORRIDORS, 2 • 11 • FIBER CEMENT PANEL AT FOUNDATION FOR A DEPTH o _ CI OMIT SIDING&WRB AT INSIDE OF FIRE/WATER ROOM OF 24 MINIMUM. 17857 EXTERIOR LOCATIONS WITH Project Number 5B OMIT INSULATION, FCP SOFFIT IN LIEU OF 1 X 3 FIBER CEMENT BATTS UNIT STAIR 2 X 4 STUDS IN LIEU OF 2 X 6 STUDS AND NO INSULATION 1/2"GYP BOARD AT EXTERIOR AT SEAMS& EDGES 1 B NO INSULATION AND 4"MINIMUM CONCRETE SLAB ON COMPACTED FILL _c 1 1 B ONLY AT UNIT PATIOS 22 INTERIOR WALL - 2-HR RATED '1s�� EXT WALL - FIBER CEMENT - 2-HR RATED 1A! EXT WALL - FIBER CEMENT - NON-RATED 5A ROOF/CEILING - 112-HR RATED CORRIDOR 1A� SLAB ON GRADE - NON-RATED Al . 01 O ASSEMBLY: UL U334 FIRE: 2-HR STC:62 L 1 ASSEMBLY: GA WP 8415 FIRE:2-HR STC:NA I ASSEMBLY: NA FIRE: NR STC: NA ASSEMBLY: OSSC 722.6 FIRE: 30 MIN. STC: NA i ASSEMBLY: NA FIRE: NR STC: NA Sheet Number ai Copyright 2016© LZ If this drawing is less than 24"x 36",it has 5 been reduced. Scale accordingly. m CC ROOM FINISH SCHEDULE DOOR SCHEDULE o a . ROOM NAME 1 FLOOR FINISH/MATERIAL + BASE FINISH I MATERIAL 1 WALL FINISH/MATERIAL 1 CEILING FINISH/MATERIAL 1 COMMENTS 1 OPENING DOOR DOOR FRAME FIRE BUILDING TYPE MARK LOCATION WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HARDWARE RATING COMMJ,NTS Al BUILDING ENTRY 3'-0" 8'-0" C STEEL PRE-PR WOOD PAINT 1 ,) TED, L,�S,§.,� CORRIDOR/EXIST PASSAGEWAY I CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD I A3 STAIR 3'-6" 6'-8" A SC-PHB PRE-PR MDF PAINT 2 64 MINS DOOR ON�IAGNETiC HOLD OPE ELF CLOSING GARAGE CONCRETE WOOD-PAINT GYPSUM BOARD GYPSUM BOARD Y CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A4 GARAGE ENTRY 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 3 A45 MIN SE F�"CL:OS�ING,. � STAIR A5 STORAGE 3'-0" 6'-8" A SC-PHS PRE-PR MDF PAINT 4 20 MIN SELF CLOSING /-� LOBBY CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD j A6 STAIR 6'-0" 6'-8" B SC-PHB PRE-PR MDF PAINT 2 1 60 MIN,3 INORS ON MAGNETIC HOLD OPE 1. ELF CLOSING Otak Architects, Inc STORAGE I CONCRETE OR UNFINISHED PAINT GYPSUM BOARD GYPSUM BOARD A7 FIRE SPRINKLER/WATER 6'-0" 6'-8" B STEEL PRE-PR STEEL PAINT 5 1 ,J� 808 SW 3rd Ave, Suite 300 WATER CONCRETE - GYPSUM BOARD GYPSUM BOARD - -�`�/ A8 OVERHEAD GARAGE 8' 0" 7'-0" I MFR MFR MFR MFR 6Portland, OR 97204 UNITS A9 BUILDING ENTRY 6`-0" 8'-0" E STEEL PRE-PR WOOD PAINT 1 TEMP - D G ;. r( V�22 Phone 503.287.6825 -�A11 ,.r1. ' STAIR rr1,-. -- 3'-6" 6'-8" A SC-PHB PRE-PR MDF PAINT 9,-,-",---- .46,41•1 6OOR ON MAGNETIC HOLD OPE SELF CLOSING • Fax 503.415.2304 `BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS C/1\Al2 STAIR 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 16M�Td' SELF CtL NG A\ CLOSETOM CARPET#2 I MDF CARPET#2 OR SHEET VINYL#1 MDF#2 PAINT GYPSUM BOARD GYPSUM BOARD �-�. - - - �- -- ----- `.-- --"'---2-0-Mr/4- #2 PAINT GYPSUM BOARD GYPSUM BOARD SEE PLAN FOR EXACT FLOOR FINISH B1 UNIT ENTRY"" � 3'-0" 6'-8" A STEEL PRE-PR MDF PAINT 7 ''� L SEL�`COSIN� `"Z-^�J ;DINING CARPET#2 MDF#2-PAINT GYPSUM BOARD E GYPSUM BOARD 62 DECK/PATIO 3 -0" 6'-8" D STEEL PRE-FIN WOOD PAINT 8 .. TEMPEFfE�}GLASS B3 DECK/PATIO 6'-0" { 8'-0" F VINYL MFR VINYL MFR 10 - TEMPERED GLASS ENTRY SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD Cl BEDROOM/BATHROOM 3'-0" 1- 6'-8" _ A HC-PHB PRE-PR MDF PAINT 11 HALL CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD - , KITCHEN C30 TRASH ENCLOSURE GATE 5'-0" 6'-0" J STEEL MFR STEEL MFR - River Terrace SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD D1 CLOSET _ 3'-0" 6'-8" A HC-PHB PRE-PR MDF PRE-PR 12 -LASHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD D2 CLOSET 2'-6" 6'-8" A HC-PHB PRE-PR MDF PRE-PR 12 LIVING CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD { 03 CLOSET 2'-0" 6'-8" A • HC-PHB PRE-PR MDF PRE-PR 12 LN (LINEN) CARPET#2 OR SHEET VINY#1 MDF#2- PAINT GYPSUM BOARD GYPSUM BOARD SEE PLAN FOR EXACT FLOOR FINISH i i D5 CLOSET 4'-6"_ 6'-8" G HC-PHB PRE-PR GYP BD PAINT 14 East MASTER BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS El CLOSET 5'-0" 6'-8" MASTER CLOSET CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD ! i - - _ G HC-PHB PRE-PR GYP BD PAINT 14 _- E2 CLOSET 6' 0" 6'-8" G HC-PHB PRE-PR GYP BD PAINT 14 Condominiums MASTER BEDROOM • CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD j F Fl CLOSET 4'-0" 6'-8" H HC-PHB PRE-PR GYP BD PAINT 15 PANTRY SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD 1 GYPSUM BOARD F2 CLOSET 5'-0" 6' 8" H HC-PHB PRE-PR GYP BD PAINT 15 SW RoyRogers Rd. STORAGE CONCRETE OR UNFINISHED I PAINT I ORIENTED STRAND BOARD , GYPSUM BOARD NOTES g SCHEDULE ABBREVIATIONS Tigard, OR 97223 HC-PHB HOLLOW CORE PRIMED HARDBOARD 1. SEE DETAIL 2/A8.11 AND 3/A8.11 FOR BIFOLD AND BYPASS DOOR 3. ALL STAIR, UNIT AND GARAGE MAN DOORS SHALL BE SMOKE GYP BD GYPSUM BOARD HEAD AND JAMB DETAIL INFORMATION. PROTECTED IN ACCORDANCE WITH OSSC SECTIONS 715.4.3.1 AND MDF MEDIUM DENSITY FIBERBOARD 715.4.6.3 I 3*-0" MFR MANUFACTURER 2. ALL FIRST FLOOR DOORS SHALL HAVE LEVEL DOOR HARDWARE. DOORS 4. SEE 9/A8.01, -l--- FOR TYPICAL SLIDING DOOR q 2' 6" PRE-FIN PREFINISHED UPPER LEVELS MAY PROVIDE DOOR HARDWARE OTHER THAN LEVEL HARDWARE. HEAD/JAMB DETAILS. "I I- I - 7. 1 PRE-BR PREPRIMED DOOR HARDWARE SCHEDULE SHOWS TYPICALLY LEVER HARDWARE FOR ALL DOORS 5. SEE 1 1 A8.11 FOR TYPICAL DOOR HEAD/JAMB DETAILS. ,f,, 3'-0" ,� I I IlI y 2'-6" ,� ..`�` 5'-0" SC-PHB SOLID CORE PRIMED HARDBOARD AS TYPICAL. A----74)1 co I f , N _ 1, _ NHH •� \ Polygon _ _ o T T i T T b / �\• ;� \ Northwest 1 '- - ,.- ---- ---- - / \ / j 703 Broadway Street, \ < Suite 510 D / \ \ / \ Vancouver, WA 98660 rn in M \ \ / / • FINISHED FLOOR © O O O _," O,MULLED VINYL FIXED OVER MULLED VINYL FIXED OVER • O \/ \ VINYL SINGLE HUNG 2 ()VINYL SINGLE HUNG 4 VINYL SINGLE HUNG VINYL SINGLE HUNG 5 MULLED VINYL FIXED A. FLUSH SWING B. FLUSH DOUBLE SWING C. SWING, SINGLE D. FULL LITE SWING E. FRENCH DOOR F. FULL LITE VINYL SLIDER '. _ h - GLASS 2'-6" L. . I 1 1 - 10 112" Jr �-- m I _ -- �- 0 0 0 0 E:, �r __ . i /' /' , 1 --- b b N ' 1 > < \ \ / / - to b 3'-0" . 4,.�C ., 11 �, FINISHED FLOOR \ V / - ---E10 INDICATES TEMPERED GLAZING co 0 3-VINYL FIXED OO VINYL SINGLEULLED LHUNG FIXED OVER O TEMPERED VINYL FIXED SIDE LITE- G. FLUSH BYPASS H. DOUBLE BI-FOLD I.OVERHEAD GARAGE DOOR J. TRASH ENCLOSURE GATE is co WINDOW TYPES DOOR TYPES O (NI N a a; • 72Q 70. WINDOW SCHEDULE NOTES DOOR SCHEDULE NOTES DOOR HARDWARE GROUPS BRIAN R. L � 1. SEE BUILDING CODE SUMMARY FOR MAXIMUM ALLOWABLE U-15 1• ALL DOORS SHALL HAVE LEVER HARDWARE. GROUP 1: DOOR Al (BUILDING ENTRANCES -NO PANIC) GROUP 3: DOOR A4 (GARAGEENTR lNUTE) GROUP 9: DOOR A11 STAIR-90 MINUTE P RTLAND,OR FACTOR AND SOLAR HEAT GAIN COEFFICIENT FOR WINDOWS. 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE PROTECTED IN ACCORDANCE WITH OSSC SECTIONS 716.5.3.1 AND 716.5.7.3. { ) �� 3. FIRE DOOR ASSEMBLYS SHALL BE LABELED BY AN APPROVED AGENCY.THE LABELS SHALLCOMPLY WITH NEPA 80 AND SHALL BE A 2. AIR INFILTRATION RATE FOR WINDOWS SHALL NOT EXCEED 0.30 3 HINGES CAL-ROYAL 885200-32D NRP 4-112"X 4-112" 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4112"X 4-112" 3 HINGES CAL-ROYAL BB31-26D;4-112"X 4-112" V CFM/SQ FT AS DETERMINED IN ACCORDANCE WITH AAMA1WbMA/CSA PERMANENTLY AFFIXED TO THE DOOR. LABELS SHALL NOT BE COVERED, REMOVED OR TAMPERED WITH. 1 LOCKSET K2 *QCL170E 626(LEVER) 1 LOCKSET K2 QCL270E 626 LEVER 4. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR (LEVER) 1 T K2 XXX 101/LS.2/A440 OR NERC 400 BY AN ACCREDITED, INDEPENDENT 1 CLOSER CAL-ROYAL CC441 1 GASKET PEMKO PK33b 1 CLOSER CAL-ROYAL 900PBF ALUM EFFORT. LABORATORY,AND LABELED AND CERTIFIED BY THE 1 CLOSER ARM CAL-ROYAL CR0077 SPRING 1 STOP CAL-ROYAL WB26 1 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. Schedules MANUFACTURER. 1 WEATHERSTRIPPING PEMKO P1(330 1 THRESHOLD PEMKO 271A 1 GASKET PEMKO PK33p 6. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO AN 3. ALL BEDROOM WINDOWS SHALL MEET FIRE ESCAPE AND RESCUE 1 STOP CAL-ROYAL CFS20 1 DOOR SWEEP PEMKO 216AV 1 STOP CAL-ROYAL WB26 OPENING REQUIREMENTS OF OSSC SECTION 1029. OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. 1 THRESHOLD PEMKO 271A 4. PROVIDE TEMPERED GLASS IN WINDOWS REQUIRED BY OSSC 2406.4 7. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREE=S, THE DOOR SHALL MOVE TO THE CLOSED 1 DOOR SWEEP PEMKO 216AV POSITION IN 1.5 SECONDS MINIMUM. 8. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE AUTHORITY HAVING JURISDICTION. GROUP 4: DOOR A5 (CORRIDOR STORAGE-20 MINUTE) GROUP 10: DOOR B3 E 9. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22.2 N). *COORDINATE WITH ELECTRICAL SECURITY CARD READER SYSTEM NEEDING 24 10. SLIDING OR FOLDING DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22.2 N). / o OLTS AT LOCATIONS CARD READER ACCESS NEEDED 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1J2"X 4-112 HARDWARE BY VINYL PATIO SLIDER MANUFACTURER a 11. WHERE PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN LEVEL GREATER THAN 1/4 INCH IN Ie 1 GASKET K2 QCL270E 626(LEVER) o HEIGHT AND NOT MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. GROUP 1: DOOR A9 (BUILDING ENTRANCES-NO PANIC) 1 GASKET PK33D • 12. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR HEAD DETAIL. 1 STOP CAL-ROYAL WB26 c 13. SEE 21A8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL. 6 HINGES CAL-ROYAL 865200-32D NRP 4 112"X 4-1/2" GROUP 11: DOOR Cl (UNIT BEDROOM OR BATHROOM) 14. SEE 31A8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL 1 LOCKSET K2 *QCL170E 626(LEVER) 2 CLOSER CAL-ROYAL CC441 GROUP 5: DOOR A7 (FIRE SPRINKLER/WATER ROOM) 3 HINGES HAGER 1741 US26D Ci 2 CLOSER ARM CAL-ROYAL CR0077 SPRING 1 LATCH KWIKSET 730 TNL(LEVER)or 4:,12 WEATHERSTRIPPING PEMKO PK330 3 HINGES CAL-ROYAL B1331-320;4-1/2"X 4-1/2" LATCH KWIKSET 730 H (KNOB) 2 STOP CAL-ROYAL CFS20 1 LOCKSET K2 QCL170E 626 (LEVER) 1 STOP CAL-ROYAL JRS34 I THRESHOLD PEMKO 271A 1 WEATHERSTRIPPING PEMKO PK33D 3 SILENCERS TRIMCO 12296 _' 2 DOOR SWEEP PEMKO 216AV 1 THRESHOLD PEMKO 271A DOOR SWEEP PEMKO 216AV 0 *COORDINATE WITH ELECTRICAL SECURITY CARD READER SYSTEM NEEDING 24 GROUP 12: DOORS D1. D2. D3 (UNIT CLOSET/LAUNDRY) VOLTS AT LOCATIONS CARD READER ACCESS NEEDED 2 04.27.17 Plan Check Responses p GROUP 6: DOORS A8 (OVERHEAD GARAGE DOORS) 3 HINGES HAGER 1741 US26D LATCH KWIKSET 720 TNL 1 04.26.17 Project Coordination co GROUP 2: DOOR A3 (STAI"• -61 MINUTE) HARDWARE BY OVERHEAD DOOR MANUFACTURER 1 LATCH KWIKSET 720 H (KNOB)ER)or # Date Description 0)_ 3 HINGES , AL-ROYAL BB31-26D;4-1/2"X 4-1/2" GROUP 7: DOOR B1 (UNIT ENTRY-20 MINUTE) 3 SILENCERS TRIMCO 1229B Revisions m 1 LOCKSET K2 QCL230E 626(LEVER) January 12, 2017 1 CLOSER CAL-ROYAL 900PBF ALUM 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1/2"X 4-1/2" v 1 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 1 LOCKSET K2 QCI230E 626(LEVER) GROUP 14: DOOR E1.E2 (UNIT CLOSET-BYPASS) Date '' 1 GASKET PEMKO PK33D 1 VIEWER CAL-ROYAL ULDV 200 US26D I- m 1 STOP CAL-ROYAL WB26 1 GASKETING PEMKO PK33D I BYPASS DOOR TRACK STANLEY BPO60-00-60 OR BPD60-00-72 BB, DG, NE ''� 1 STOP CAL-ROYAL JRS34 2 PULLS STANLEY 4485 US26D Designed By GROUP 2 DOOR A6 (STAT•-60 1NUTE) DG, NE, NM a 6 HINGES © AL-ROYAL BB31-26D;4-1/2"X 4-1/2" GROUP 8: DOOR B2 (UNIT DECK ENTRY) GROUP 15: DOOR Fl.F2 (UNIT LAUNDRY-BIFOLD) tr.) 1 LOCKSET K2 QCL230E 626(LEVER) Drawn By °rteo 2 CLOSER CAL-ROYAL 900PBF ALUM 3 HINGES CAL-ROYAL TBHRC44 4"X 4" 1 BI-FOLD DOOR TRACK STANLEY 13E30-00-48 OR BF30-00-60 KJ 2 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 1 LOCKSET K2 QTL250E 626(LEVER) W/METAL PIVOTS 2 GASKET PEMKO PK33D I WEATHERSTRIPPING PEMKO PK33D Checked By E 2 STOP CAL-ROYAL WB26 1 STOP CAL-ROYAL JRS34 2 PULL STANLEY 4485 US260 a 1 THRESHOLD PEMKO 271A 17857 a 1 DOOR SWEEP PEMKO 216AV • c GROUP 16: DOOR Al2 (STAIR/BIKE STORAGE-90 MINUTE) Project Number 0 ! 3 HINGES CAL-ROYAL BB31-26D;4-1/2"X 4-1/2" 26 1 1 CLOSER CAL-ROYAL 900PBF AK2 QCL270ELUM(LEVER) Al A1 . 11 1 1 CU 1 GASKET PEMKO PK33D Sheet Number 1 STOP CAL-ROYAL WB26hi Copyright 2016 If this drawing is less than 24"x 36",it has IY been reduced.Scale accordingly. FLOOR PLAN NOTES 0 a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD G AND EDGE OF ROUGH OPENING UNLESS OTHERWISE -- NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE BUILDING PLANS FOR ACCESSIBLE DWELLING UNITS.PE A OR B ICC/ANSI Otak Architects, Inc 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. Portland, OR 97204 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMATION. FaX 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND River Terrace FOR DOOR AND WINDOW TYPES AND SCHEDULES. 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL INTERSECTION DETAILS AT 1-HR&2-HR WALLS. A3.01 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN East ON PLANS.WARP CONCRETE AT WALLS AND A 1 COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE !"1 40 AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. condominiums 12. SEE 191 A8.11 FOR FIRE EXTINGUISHER CABINET DETAIL. COORDINATE LOCATION WITH FIRE MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE SW Roy Rogers Rd. EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY Y g 1 I AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL Tigard, OR 97223 IN MANUFACTURER'S STANDARD ENAMELED CONTAINER 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE I ELECTRICAL DESIGN/BUILDING DRAWINGS. 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER AI DESIGN/BUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL. A4.01 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, 2 SECURITY CONTROLS AND ELECTRICAL 1 © / I RECEPTACLES SHALL BE MOUNTED BETWEEN 17. Alk AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL A4.01 A8.08 A4.02 `© Aft © PANELS TO BE LOCATED WITHIN REACH RANGE OF A8.08 I \ A4.11 `� A8.08 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL Polygon J AT GROUND FLOOR UNITS. - - - - - :- - f- "��"` �'I - - - - - - `" - - - - - - - - - - 17. N5 SEE SITE DEVELOPMENT Northwest - -- __r ^ r -- _ ---- 1 _ _ _ - FOR FLOOR ELEVAT!O r 1 -- --- r DRAWING PACKAGE. 1 1 I __ I I I 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR I r L J II L r -_ 1 L ---_1 1 INFORMATION REGARDING JUNCTION BOX 703 Broadway Street, TOP OF SLOPE PLACEMENT AND DETAIL 11 /A8.11 , 121 A8.11 FOR Suite 510 o a 0 0 ❑ 0 0 . 0 0 ❑ 0 a ❑ n 0 0 0 0 ❑ 0 0 ❑ s� 4 PLUMBING PENETRATIONS FOR ONE AND TWO Q in v Q Q m HOUR RATED WALLS. Vancouver, WA 98660 o ..J J J L CRAWL SPACE EXHAUST r J J EXHAUST it v ! 13 N 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR o __•71, a FAN I m WOOD FRAME a Q FAN a a CRAWL SPACE FRAME DETAIL(AND HINGE JAMB DIMENSION). _ - - _ a ¢ '' 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. SHEAR WALLS _ - J - MECH DESIGNBUILD TOA COORDINATE LOCATIONS OF '' = - - - _ -a - INSULATED ix . w - • ¢ SEI=STRUCT. - re cc -• C INSULATED © a _ _ . u] �/ "? u� - ACCESS LI w u� VENTS AND SOFFITS W/LOCATIONS SHOWN ON `" �`- _ CO`T = _ PANEL -� - CONCRETE PONY DWGS.TYP = - N ACCESS w a Q ua1 _ '� PLANS AND ELEVATIONS. ALL STANDARD VENTS TO 13 �' 26 24"X 30" WALL WI FRAMED 26 J w 26 - PANELcr) O wco BOTTOM OF SLOPE BE GREATER THAN 3'-0"FROM ALL OPERABLE - I - 1 -8" WALL- WALL ABOVE,TYP. ¢ . V) - ,�1 -411,1 24"X 30" 1 LP OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE 1F _ GREATER THAN 10'-0" FROM ALL OPERABLE 10'-71/2" _ 12'- 101/2" 11'-61/2" J, 13'-31/2" 13'• -3" 15'- 1" 11'• -2" 10'-7" .1, 11'-7" 1 15'-3" `° OPENINGS. RETAINING WALL - STORAGE STORAGE STORAGE • STORAGE • / STORAGE • STORAGE • STORAGE STORAGE �- 13 =' r 21. CRAWL SPACES SOIL SURFACES SHALL BE _ STORAGE 26 T ` COVERED WITH ASOIL-GAS RETARDER MEMBRANE 10 SEE CIVIL S RAGEdil N • (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE io �-I e A �24B A5 ir 24B Al 24B c A5 �24B A5 246 : A5 �24B A A51 A5 ` A- 1 .- ti RADON GAS MITIGATION SYSTEM. CORRIDOR - ...I- , . , , ' - ie _ - - - --- - -- - CORRIDOR461 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ WALL - = r� �, n 5'-0" - �, 4'-7" 5'-6" 4 5'-6" 5'-6" L I,3'- 10.1, 1,3'-6" I 4'-(r.11. _� 6'-6" r-" I N N`�`� WALL DESIGN BUILD AND SHALL BE PERMITTED UNDER A o - - ^ ., ., ._ _ b DEFERRED SUBMITTAL. ' le CORRIDO"yam ® 31 IC 43 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER CORRIDORto_ ,� 1 Ai v - - _ - - - - - _ 1 + 0 IN� CORRIDOR 0 INFORMATION - - ',---� 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL WALL D5o V�-T III /,,., na I�r,�) =� �� _ I! V 0 I I i, 1 _-�R /� O Lr �J I I _ N WALL INTERSECTION WITH 1 HR FLOORICEILING ABOVE. IC i 0 1 I0 f 0 1�� t5) - ® I I117' • e) iv 1 `W Fes- b 07:0 J.L.. ....,..-,Ic ------r- g r co r I J , 4_ 2 A3.01 cr? A3.02 2 41 , - t's4 T A Ic+'lf I ® I - J 1 3 m r iv r ,Co �-•-�22 4_ _. UNIT 2.3 - B 4 ", � O io r _ ► ,Q r N N ..- 20 20 I 1 i I co N +�iiN 11 ,� � A ME Ak � I � iD MUNIT2.2 - B UNIT1.3 - B UNIT1.4 - B 1 O k r COiii 5 . . -iir 1©� BRIAN R.FLEEILR CI CI 0 a. `� 1 - f I - os r •' %RTLAND,OR - `� po 1 i STAIR �I 7 71 I 0 1, ;_lci- - 70 0 i •---4.1 -,u-d a r I I 1:- -il----711 1 r_ i i I I. I la- . . _I_..... 151 . 1416- -1 rDS*I)- e---- 1 ._ 1 ‘ L- 1, ,-114- ___ DS 3 3 3 D U� • - Lt' DS 3 3 3 DSft-A- r 1 ® 3 3 V� 1 r ,-,, 3 /3� 3 I I i --C) N I EN iv O OO DS �i Al 1 i i ✓: ODS x' IC r r. IC `n O II ) 11A - 2L Plex II I I Basement Floor 2 I I U Plan w Y 1 1 1 1 m 1 c 2'- 1 112"-. 2'-0" 3 12" `" 1' 3" _e 1'-iv 3 112"�: 1/2") 2'-2" 4 1/2") 3 1/2") n 1 - l'-0"� 3 y2" 1 1'-2" 3 112"1 5n 7 2'-7 314" 3 1/2"., 1 3 912 1/2" \ 2'-: 314 3 112 �3 112 3 11�� f3117 r � ;31- n r n r r r n � � r , + e n r n 1 r n r e r s " r r r r r n r " r n r " r r r Owl " s � r r �_ n � ";#:_-L.,,,,_r -p -p ¢ -2112 r3 -0 '-6 6 -6 3 -0 -0 5 - 1 112 -6 -6 -6' ?'-p '-0" 3 -(L' -91/x'-6 6\ -6 -p 3 -0 -0 -0 -7 0 -p r -7� -6' 7-6' -6 0 -0 _' 1 ,, , •1f -,r + - 4ir ..- t �- . '3 4,- ,P ., r- 74r r +1r Ie 4 +P-0 - R- -0F 4 ' ±' / 0 /0 �( ,t +a" " +r O •L .r ,e 4 = '-2' 17'-91/2" 13'-71/2" ,, 10'-8" ,r 18'-81/2" 10'-61/2" 18'-71/2" "p 10'-9" / 5» 11'-51/2" 13'-3" 9'- 1 1/2" 3 -41/"" m • 44'-3" / 29'-3" 1 29'-41/2" Jr 10'-0" e34'-31/2" Ili 0 I I I I I 1 m Date Description rn Revisions � ii 5 A3.02 H Q t_ Ja •rzlb.A3.02 12, 2017 m w cn w co Date oU E if.) JD 4:0 111) 4ID BB, DG, NE 45 Designed By > ix DG, NE, NM EL PROVIDE KNOX COMPANY RAPID ENTRY SYSTEM(S) Drawn By in rcp PER EACH BUILDINGS AS KJ APPROVED BY TUALATIN a VALLEY FIRE AND RESCUE Checked By o g 17857 U o o Project Number m g o N A2 . 00 00 1 BASEMENT FLOOR PLAN Sheet Number iii Copyright 2016 A2.00 SCALE: 1/8"= 1'-0" If this drawing is less than 24"x 36",it has been reduced.Scale accordingly, rx FLOOR PLAN NOTES a 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. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE ""' SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B!CC/ANSI ACCESSIBLE DWELLING UNITS. Otak Architects, Inc 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. Portland, OR 97204 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMATION. Fax 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY A4.01 AbiAka& RATING AT ALL TUB/SHOWERS. 9. SEE 1.11 FOR ROOM FINISH SCHEDULE AND River Terrace A4.02 FOR DOOR DOOR AND WINDOW TYPES AND SCHEDULES. A ZB CDp`4 01 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL L/'� < A4.1, Q A3.01 / INTERSECTION DETAILS AT 1-HR&2-HR WALLS. \ 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN East F- I- Q g09 NW ON PLANS.WARP CONCRETE AT WALLS AND N4 LU 1-x i 1 ■' Q N COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE ■' AWAY FROM AND AROUND WITHOUT EXCEEDING -4' 150'- 11" I .g_ 1.5% MAXIMUM SLOPE. Condominiums 37'- 11" 10'-0" 42'- 1 1/2" 57'- 1 1/2" 12. SEE 191 A8.11 FOR FIRE EXTINGUISHER CABINET L .r 1. ,e- DETAIL. COORDINATE LOCATION WITH FIRE 12'-9" x 24'-8 1/2" 5 'I " 5 8'- 11 112" 1'.,-1Q" 20'-3" I. 10'-7 1/2" y 10'-6" ,, 12'-2" ./ 10'-11" I 23'-6 1/2" MARSHALL AND PROVIDE UL RATED TYPE ABC FIRE SW RoyRogers Rd. • EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY g 2 -831 " 8'-0" ,, ' 9'/ 8'-0" 2' -21 ",2'- 1" 8'-0" ,, 3'-0" 0"., ► 6'-0" 8'-0" / •� ./ 8'-0" / ifs,-7 8'-0" $'-0" 8'-0" 8'-0" ,, 8'-0" L ANDAMMONIUMPHOSPHATE-6ASEDDRYCHEMICAL - . .� `- , . .� .�I r "� • `-_ , Tigard, OR 97223 1'- 11) 1/= 3 112" ,- " 1'-11"----) �1'-3 314" ,-2'- 1 112"8 1/2"!---. 1 -7 1/2" I INCMANUFACTURER'S S STANDARD ENAMELED I 1 6 114 2'-2" 1'-8 112" 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER DESIGN/BUILDING DRAWINGS AS APPROVED BY I I I FIRE MARSHAL. A5.0 I 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, .4- SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 17. ©` _ iv I = AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL t r 0 0 �� " _ r--� 5 `� = I PANELS TO BE LOCATED WITHIN REACH RANGE OF = LD 10 - 4-1=14. OM A OM 10 11 10 r- - 7 DS c i 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL Polygon D5 . 1110 DS j c j . - _ . A8.04 Lc I -V 3 N 116 J - ° _ �S T- T °I 1 J AT GROUND FLOOR UNITS. .\\ �n - - - II -DS- - - - - ■ - DS- - - ,DS - - yS- - - id. - `� A8 AO .+ A• ° A8 A8 A8 J 13 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT �* © /� I r '� DRAWING PACKAGE. Northwest DS• m 10 UP i • s I� -""T' ��A8 / \ 10 `° 18. SEE DETAILS 91 A$.11 AND 101 A$.11 FOR ` A8 \ / \ / _�.. - \ / r A8 , \ / A8 \ / \ / M �, INFORMATION REGARDING JUNCTION BOX 703 BroadwayStreet, -_ I JN ----- � x �� \ / Ix 1. xx PLACEMENT AND DETAIL 11 /A8.11 , 121 A8.11 FOR Suite 510IIin _ PLUMBING PENETRATIONS FOR ONE AND TWO \ / I / I / \ © sal s --r / \ I r\ ' I X I / N I N f I / \ I / \ I _ io N HOUR RATED WALLS. Vancouver, WA 98660 C° f`7 E. x l/ - - \1 V - - -N -�- - -w-. N i' X .- I / N I V _ _ . I X V V . 1 '" 5 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR r C / I o �, I STAIR 1 -0 . I / \ N I / _ F fO FRAME DETAIL(AND HINGE JAMB DIMENSION). 441 co c° n _g ir" �- �/ _ _ \} o o _ _ \f o ^iv �-� - 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. _.v-_cr1Y 0 -0 �el a - - 5111:, DS °; MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF w w Lu w 246 w w A6r4 w w o^ `� 24B a'� - ie--246 N cn , 1'_4" a a �� a a a [tal IIM a a �24BI r 246 24B a �"� o� w w ` 1 / VENTS AND SOFFITS WI LOCATIONS SHOWN ON :�. I 1'-0" O O co O I-1 CO --co'-- O wCC CL ILI a [wi wCC CL aw a0 a '1 N N PLANS AND ELEVATIONS. ALL STANDARD VENTS TO 1 co Tr- " 11 B N T - _- " CL a Co 01 CO CL el 0 o ® BE GREATER THAN 3-0FROM ALL OPERABLE ro,- p co co 111 ► OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE - -i+� STORM H _171_,, ` 9 0 /� -J i° r - _ GREATER THAN 10'-0"FROM ALL OPERABLE DS� I GARAGE 1 GARAGE 2 GARAGE 3 _ _ a_ T - 4 (ACCESSIBLE) (1'T " o OPENINGS. M - - r--23A v T GARAGE 4 GARAGE 5 GARAGE 6 GARAGE 7 GARAGE 8 GARAGE 9 GARAGE 1 Q ;--1 A7 21. CRAWL SPACES SOIL SURFACES SHALL BE 7 r` 10 --� " COVERED WITH A SOIL-GAS RETARDER MEMBRANE ' - , .4 • ' 1 A4 5 A4 A4 A4 A4j A4 20' 7" o (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE 11 • 8 •"Y * II y► r RADON GAS MITIGATION SYSTEM. CORRIDOROE El: .___,4_ ▪` - - I SC - l` mm _ �k� - CORRIDOR0 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ WALL �" --� �-+ I ! 1 WALL DESIGN BUILD AND SHALL BE PERMITTED UNDER A o 3'-1 1/4" ' ,� 6'-4" CORRIDOR 2 121 A-11 1'-3" N - b '" DEFERRED SUBMITTAL. �/�i� 21A, 20 r '! ►n 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER 3,0 CORRIDOR _ I _ _ en CORRIDO' INFORMATION 0 WALL 1 - -DS �, I-J ---...-. �- s' , !� I 1 �, _ � �1 1 - c �_Y- - - - K. c`*�- �\- - WALL 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL _ ��__L_r L-= ��__ _ 0 e f , INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. IST •I' 'r% \c:L1H 1 =I t. 0 J I B 1 / La I 22 ` : - i t I G d € I 1 /� � \� p co 1� p1__/ \ \ I cn '© - DN I 1 101/2" ` , 4"112" :_ I©pl © j uob U UP t--- DS rr ~ _ I 'r I Co - r - I I j ��_ 4, o N 2 A3.01 J �✓ I r in Co iv A3.02 2 �® -- ! o i 1 / 1 0 • - __ ' ' J JO r��� = i0o ih - C N 20 �0 201 I I , I ® N i L %-' J � ' UNIT 2.2 -A UNIT 1.3 - B UNIT 1.4 - B 3� UNIT 2.3 - B I co 3720 ai `� 5 -cv © I U r;, '"� . BRIAN R.FL ENER o [ -_-= bpS en . • /e� f7 � I'ORWLAND,OR -I _ Iv 1 1 0 0 @ 0 STAIR 2 _ r N �, - - - '�C II 41 �C os - 1 DS� - _ I - _ ► I - - -- - s iC !li►-="� ii ------ _ °° _ �, 4 •DOF 0 Mb _a, �. giSori DS = ._ ODS = �I O_ O O ODS.Li_ / �, O O3 �3 e� i., O O O cue i., - __ _ \ 11 A N I , r I T I r r I 4 3 I 22 Plex First Floor Plan \ RO 4F BELOW o I I I "' I es 2'- 1 7/8" " - 10 #14 5' 3 1/2' 3 1/2" " 2'- 1 112" 1/2" 3 112 k12" ! 3 1/2' " 3 1/2" @� 2'-7 3/L'"� 11T-, 112") 7-3 12' 112" 3 1121 1/2" h�3 1 f 112" co '-0" '-0" '-21J2'3'-0" '-6 '-6' '-6' '-0., ,-0" _g■ '-6' '-6' X3'_0" 3'-0" 9114"mayy ?'-6'0'-6, '-6 '-0" 1 '-0" /3'-0" " ,_7n ,_0"��`j`''_0" ,_ 8•-1" 3'-3" 6'-0" 7 7 I � �' _,/ _ e- �°I7 II . I L / I Ir I L -7 J�Ir _•_ .1- e • • _- 5 '-2' 17'-91/2" 1'- 12" 9'-8" �'-11' 10'-8" 4'-4" 9'-ir 4'-8112" 1• 0'-6112" 7'-3314" 9'-7112" 10'-9" 5 ' " 11'-5112" 13'-3" 9'-1 112" 3'-411 col 44'-3" 29'-3" L 29'-41/2" "-1 -8114 L 10'-0" / 34'-31/2" 7- .1" •)- 1 1 L- 1-J -I ix c‘p aCC< a W 2 04.27.17 Plan Check Responses U 1 # Date Description co rn Revisions c ;t:, Il 0 ..1 IIJ A3.02 0 1111 m January 12, 2017 m Date U a> BB, DG, NE h- Designed By DG, NE, NM a PROVIDE KNOX COMPANY Drawn By RAPID ENTRY SYSTEM(S) co PER EACH BULIDING AS KJ APPROVED BY TUALATIN c VALLEY FIRE AND RESCUE Checked By a> a 17857 pProject Number c a) to N A2 . O1 0 1 " 1 FIRST FLOOR PLAN 0 Sheet Number 6 I Copyright 2016 O EL A2.01 SCALE: 1/8"= 1'-0" If this drawing is less than 24"x 36",it has a been reduced.Scale accordingly. C42 Ir FLOOR PLAN NOTES0 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. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. Otak Architects, Inc 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. 808 SW 3rd Ave, Suite 300 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Portland, OR 97204 DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. Phone 503.287.6825 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Fax 503.415.2304 OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR Al A© MAINTAIN WALL G ASSEMBLY. 1 4 8. MAINTAIN WAAND FLOOR/CEILING ASSEMBLY A4.01 A4.02 1q1117 ` A4.12 A4.01 RATING AT ALL TUB/SHOWERS. 9. SEE SHEETA1.11 FOR ROOM FINISH SCHEDULE AND River Terrace 7n FOR DOOR AND WINDOW TYPES AND SCHEDULES. !� A ZB ZD A3 Di49 . 10. SEE DETAILS 13/AS.11 AND 141 A8.11 FOR WAIL INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 4akcc East tr 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN C A4.11 x Cice Q ON PLANS.WARP CONCRETE AT WALLS AND r u LL Us 1 O. COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE . . AWAY FROM AND AROUND WITHOUT EXCEEDING ondom�mums 1.5% MAXIMUM SLOPE. 1- 147'-2" I a, 12. SEE 191 A8.11 FOR FIRE EXTINGUISHER CABINET 37'- 91" 10'-0" 42'- 1 1/2" L 5T- 1 1/2" DETAIL. COORDINATE LOCATION WITH FIRE SW Roy Rogers Rd. J .' ,� MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 12'-9" 13'-3" 11'-5 112" 5 5 10'- 10" T-6" -6' 8'-7 112" •�'-7"� 10'-7 1/2" 1 i" 10'-5 112" 12'- 1 1/2" 1 D`- 11 1/2" i'-,11 4" 8'-7 1/2" i'- 4" 11'-$" EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY Tigard, OR 97223 • 3 • - 3 AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 13'-7"., 6'-0" f- �, 8'- 1" Q,' �, .'3 -0.1' '-0" -! .pt-0"i'-0"' ! „3'-0" 3 ,,3'-0, �, ,,3'-0' 3'-0,o �, ,,3'-0""3'-0", �3'-0.03'-0i, ; .,3'-0". 3'-0" •0 '-0",,,3'-0 , .r ;r31-0" 3�-d / I' '-0" '"0. • T IN MANUFACTURER'S STANDARD ENAMELED J l i " f " ' R CONTAINER 2'- ) 1/2"f ) 3 1/2"- / 3 1/2'' / 3 1/2" " 1 r3 1/2" = -2 J 3 1/2" J 3 1/2 3 1/2" 3 1/2" ) 3 112 « 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE " "/ 2'-4 " " " 3 1/2 2' 8 1/2" 2'-5../4"---- ' 5 1.2 1 -2 2'-6 W2 3 -0 1,4 2 -, 314 1'-2"� 2-6 1 2 MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER I 3 DESIGN/BUILDING DRAWINGS AS APPROVED BY ROOF BEL('WFIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, 11 11A SECURITY CONTROLS AND ELECTRICAL "' -' �" z "' N r RECEPTACLES SHALL BE MOUNTED BETWEEN 17. N I t `� AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL O IC PP Polygon i, r- - c ._ - ' 1 �J' 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL - 'Ia r - - ♦ ♦ -- �� f_,-��--Y �� a� r. 1 1 - _ - 1 1 r r - Northwest o , o � AT GROUND FLOOR UNITS. # 1�- 1 STAIR 1 L:(2j1):_i_l 62 o O O --°°---� 1NW "--rte-' _ 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENTB3 ® rO V - �q:� O 1 m io DRAWING PACKAGE. A. " mr I V I 18. SEE DETAILS 9/A8.11 AND 101 A8.I I FOR 703 Broadway Street, N t---(;-*s-')-(0 INFORMATION REGARDING JUNCTION BOX Suite 510 d M © I. o O � � PLACEMENT AND DETAIL 11 /A8.11 121 A8.11 FOR Vancouver, WA 98660 j� PLUMBING PENETRATIONS FOR ONE AND TWO • / ® J UNIT 2.4 1 I 21A,� UNIT 2.5 UNIT 3 , ® `. HOUR RATED WALLS. """'r"� 19. SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD DOOR �� - - FRAME DETAIL(AND HINGE JAMB DIMENSION). • ' O i -' 4.-1 20 `;' 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. ir, T m I in MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF N - O F I I _ ;I:4 VENTS AND SOFFITS W/LOCATIONS SHOWN ON -_ N A _ M� I �� ROOF BELOW PLANS AND ELEVATIONS. ALL STANDARD VENTS TO I 'j° I ' '� BE GREATER THAN 3'-0" FROM ALL OPERABLE - I \ `--- 1 I _� OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE r `} I• --- UP - ` :15, j �, -- GREATER THAN 10'-0"FROM ALL OPERABLE H °° Z� 0 I �: 4"112"r pN _ OPENINGS. I I IV0 0 _ I - -' '4' 21. CRAWL SPACES SOIL SURFACES SHALL BE i :7: { B F� i COVERED WITH A SOIL-GAS RETARDER MEMBRANE 1` I , B\ . r O QI ,� 1 1PI I M - ,L L l '•1 0 (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE +--_-- iv CORRIDOR RADON GAS MITIGATION SYSTEM. CORRIDOR N N _ 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ WALL ♦ t_ - - -Hi___ . , id f I I - �' ' WALL �' -�" "' 1I 20I 31 21 CORRIDOR ® I ` ' I "� DESIGN BUILD AND SHALL BE PERMITTED UNDER A I a I 21 [T3 OM f- A20 o0 in DEFERRED SUBMITTAL. in CORRIDOR `v I `*� I - _ - r- - _ _ - 1 �- ✓ �' CORRIDOR 23. SEE DETAIL 7/A8.12&81A8.12 FOR GARAGE OPENER WALL - � ` ` WALL INFORMATION _ ° �I_ I 3 I-- L1__1_ il . 0 I I L-.--. ��__�_ B1 1 I 1 i T= \ B1 0 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL_ r` I 6-1 ///` I li /� All 20'-7 ; INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. I N I I 1-ccl 1 irj E �' I '� "' (-_ . oiiD III < A; 1 li 1 , 1_ , al - 0 P . ce) I #I -r IC N 2 A3.01 4 A3.02 2 I c 1 I _a `�. I in I i 1 I� �\ i i I .�\ I 1 . IC) ipcI , - ' _ (`V S� - N in -7 - I UNIT 2.3 1 zo - to r r‘ `I N N - • Adil I1 I O , c.tNi N � Li) x v 1 in UNIT 2.2 UNIT 1.3 20 UNIT 1.4 ; 3 3120 ai �© 2D� - © ' I I� BRIAN R.FI. Et+1R 4 15721 ©b15 • 11../ 1 7 • a ç STAIR 2 B3 - I� • %3ORTLANO,OR ;r Ili `� 0 O ICI 0 1 t ��� `cam '� o B2 6 Ana ricr-7-7-'-o. 0 `t-7I!� J1---__- 11A •.- - __-� • . w o �_ o _ C ' 'a o o ) o00 EC C 3 N N UO O O 11 N n O1 OO OO O N EY 4V + N 22 Plex Second r 11P 4 OM I r \ A5.02'! I I I I �, Floor Plan E . U71 I I I I I I z,-2" 3 1/2' 9 1/4', 3 1/2"--..„\\ 3 112" 3 12" 3 1/2") " �3 1/2' 2'-p" 9 112"� : 112" �3 1/�' �3 112" %� 112"� 3 112"1 2'- 3 314 2 -7 �l I 2'-73 ' Tr?". r-21123'-0",_ -6' -6 '-6"•_ 3'-0"1,3'-0� I -6 2'-6' -6' 2'- 11/2'' .p..-0� '-0" '-2'3'�-0« `.`'-8_;•or ' _Arkr, '-0" " I 3'-0" '-0" ,_ 3'-0" ,3'-0" rn S'- 1" ^, _ , 6'-0" 3'-3",L '- 1T-9112" 1' .�1/2" 9'-8" 10'-8" •, 4'-4" 9'-8" �4'-8112 , 1O'-6112" �, T-3314" /, 9'-7912" l'`8 4" 10'-9" �` 5112" 19'_5912" �, 13'-3" , 9'- 1 1/2" , , - 3'-41/2" q • h _ ,�I/ 44'-3" 29'-3" 29'-4112" , 10'-0" 34'-3112" r w I I I I I 0 0 4 1 re re # Date Description m Alik H . X~x a Revisions c \ wy /IIMIP0 0 A3.02 m ...iiirCD 411) January 12, 2017 ' Date co cr co BB, DG, NE i- 43 Designed By > CC DG, NE, NM r. Drawn By kn m ►` KJ Checked By m 17857 U pProject Number E- co .x H �_ N A2 B 0 2 6 1 Sheet Number 6SECOND FLOOR PLAN CD Copyright 2016 L- A2.02 SCALE: 1/8"= 1'-0" if this drawing is less than 24"x 36",it has -r been reduced. Scale accordingly. w Ct FLOOR PLAN NOTES - 0 a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. lalik 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI Otak Architects, Inc ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. Phone 503.287.6825 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. Fax 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. gilli 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. A4.01 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND River Terrace A FOR DOOR AND WINDOW TYPES AND SCHEDULES. LI`/�1 <ak ZB ZD A3.01G ,..4 ell) 10. SEE DETAILS 131A8.11 AND 141A8.11 FOR WALL aft .4 1 4 INTERSECTION DETAILS AT 1-HR&2-HR WALLS. ® 41 A4.12 A4.01 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN East gr 4ON PLANS.WARP CONCRETE AT WALLS AND „.„ , ,_,, 1 . ¢ r r COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE in w cn 6- AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. Condominiums 4 I 147'-2" I I 12. SEE 19/A8.11 FOR FIRE EXTINGUISHER CABINET DETAIL. COORDINATE L ✓ MARSHALL AND PROVIDE ULIRATED TYPE ABC FIRE ON WITH FIRE SW Roy Rogers Rd. 37'- 11" 10'-0" 42'- 1112" L. 57'- 1112" 12'-9" 13'-3" 11'-5 112" t. 10'-9 1/2" T-6 1/2" L. 8'-7 1/2" 10'-7 1/2" 10'-6" 12'-2` 10'-11" 8'-7 112" 11' 8 112" EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY Tigard, OR 97223 �' " " / i .t AND AMMONIUM PHOSPHATE-BASED DRY CHEMECAL g 112 5 112 �1'-6" r �2'-7" �-1'- 11 314* / IN MANUFACTURER'S STANDARD ENAMELED 1'-23/4"- CONTAINER 3' $" 6'-0" $'- 1" C" 0" '-0". Q"„�3'-0 0" 3'-0" 0" 0" '-0" 3'-0" '-0". 0" '-0". 011 '-0" '-0". 0" 3'-0". 0". -0" 0" '-0" 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE .,3'- 3 g 3 3 3 , '_ 3 �' �� .� �' �'� �� . /L J' / r aR �� J' +� �' Ir .Ir �� /F �� .' 1 J' .'1 / ,� MECHANICAL DESIGN/BUILDING DRAWINGS. J 3 112" 3 1!2 3 112" ,J 3 112 ",` " 3 112" J 3 112" /'3112" J 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 2'-9 112" 2' -9" 2'-`• 314" 2'-5 112" 2 -4 - "' 3 112 J 3112 2'-33/4"✓✓ 1'_')"� 2'- i 112 3 112 ELECTRICAL DESIGN/BUILDING DRAWINGS. I 1 2 -2'111 2 -6 112 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 4 DESIGN/BUILDING DRAWINGS AS APPROVED BY ‘111, FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, 11 a SECURITY CONTROLS AND ELECTRICAL RECEPf EEN 17. 1 1 i - :- AND 48"ABOVE FINISHED FLOOR AND EACLES SHALL BE MOUNTED LECTRICAL _ ( I o o (11 O, o , . - - -- 11 I - 1 1 PANELS TO BE LOCATED WITHIN REACH RANGE OF J - 3 3 3 D °�, o , o 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL Polygon _ • - - - -.(---L� o -II -0 o sM 7 I I 0i o �� , _ - AT GROUND FLOOR UNITS. v0---- i `_Jr +-I•- ,�STAIiR - Li I @1 a :o @1 1� - •��� •--�r-� _ `� 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Northwest OE i OPEN TO _ O O1 � 0 O DRAWING PACKAGE. 18. SEE DETAILS 9/A8.11 AND 101 A8.11 FOR 703 BroadwayStreet, - - BELOW -, it • INFORMATION REGARDING JUNCTION BOX � d�_ / O `° PLACEMENT AND DETAIL 11 /A8.11 12/A8.11 FOR Suite 510 NM dalPLUMBING PENETRATIONS FOR ONE AND TWO Vancouver, WA 98660 I HOUR RATED WALLS. - O I r►---� 20 05 19. SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD DOOR Zo 3 1 I - UNIT 2.5 UNIT 3.1 N FRAME DETAIL(AND HINGE JAMB DIMENSION). = co :Nlv t o UNIT 2.4 I �- --� c. 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. ;�, r. - - r, co ;f, MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF CV . ` r VENTS AND SOFFITS W/LOCATIONS SHOWN ON ' 1 I .1 alo I I 1 -r �-' 1 I N PLANS AND ELEVATIONS. ALL STANDARD VENTS TO 1 -� ,�---J i1 - 1 1 _ BE GREATER THAN 3-0"FROM ALL OPERABLE -� IL__ 9 OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE _-.__ i I GREATER THAN 10'-0"FROM ALL OPERABLE -.--i g DN - i t - 1 i 1 I I - OPENINGS. 21. CRAWL SPACES SOIL SURFACES SHALL BE `r o I 0 �� ♦ _ O COVERED WITH ASOIL-GAS RETARDER MEMBRANE 10 _.... ! kik __--- r_-_-- I s-,'. O In i LJ o I� _ C` _�� ____ (MIN.6MIL POLYETHYLENE)ASPART OfACOMPLETE CORRIDOR _s _ _ Icik_____.! "`"""` I��""''�J --'�� +'� I- I��� _ I _ _`., CORRIDOR RADON GAS MITIGATION SYSTEM. WALL �' 1' `;' `! - -- I I ' I t �� �` _ WALL 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ o `�• co 20 21 21 21 CORRIDOR ® J�I I N o u' DESIGN BUILD AND SHALL BE PERMITTED UNDER A Q ' I 31 III _ _ ;�, DEFERRED SUBMITTAL. L° I ` I I 11;-1 - 20 I 0 • N �' '�' 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER CORRIDOR tr I I `i' I e _ _ _ _ ' GI CORRIDOR in w a _,,�� CI- '� INFORMATION WALL ° 1 1,--1==' r� L__ I / 0 i I �. Li__i_ Ir k I �-= �i__i_ f I�-�' i _ _ -471 - WALL 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL io co I __ I�UlI o L�11_f ( } I LouLL1J I O o . �J I I 1 INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. iii I ® `\ i co p' I� N („Thi- 0Ce., ___T p I Y- 0 ° I ° DN ! 0 L- o (V r) Q, ICom-, i \ I \ i -- I ., ,1 n, _ I I 1 I 11 • N 2 c..4 . U' � A3.01 co 4 A3.02 2 I I I c a 1 I �O i W! �� ____ _I I i° cn / �i - ' - UNIT 2,3 N V ' t En z.-.-, �J o N N zo " - J F2-+ I� 4 N , 5 1 `CV p k r o '- © UNIT 2.2 20 UNIT 1.3 (0 UNIT 1.4 ; 0 `° 372 :3 `D \ 5 I . , © I I BR1Al+l R.Ft.EEi�li;R Q - 1 NNSTAIR2��' _ _ N ��b' 1 /I2f17 • OPEN TO i ' ', 0 " a. N VIAND,OR - a-17D-117- O O O O BELOW + �T i,/ i m� 2 2 r ° 2 - E 3 T 2 .- -1 oo o o ° c IT o a �'� - 1AAl 22 Plex Third 1I I lap Floor Plan E U (13 1I I I O i i -" 3 -8" cu 1'-i'3/4" 2'-2112" 2' 1112" �2'- 3314" 2.-7" 31/2 /31/2" r31/2" /-31/2" 131/2" x31/2" '-41/4" (3112'' /31/2' 113 31/2" 1/2" 3'-5 4" • x1 '-0" 3'-0".y-21/2'3'-0" L '-0" ",4 '-0 '-71/4", 3'-0"�3'-0", („, -0 -0 03'-0" �3'-D" 6'-43/4" ' " I ' "� • 3'-0" p'-0" 3'-0" g'-0" , -0" I �3 -0 -0 -0" 3 -0 -0 3'-3 ' " ' " 1 �3' ' ' "� ' " .3'-0", 6'-0" � " de _ 2'-2"-` , 31'-5" 1 10'-8" 18'-81/2" 10'-6112" 18'-71/2" 10'-9" L 5112" 11'-5112" 13'-3" 9'- 1112" �:3'-41/2" 1 d J - q4'-3" 29'-3" 29'-41/2" 1, 10'-0" 34'-31/2" i / •I I w 1 I I I w o C4� Et-J 0 ¢¢ Q a 1 `a i Q CO a a X x # Date Description 0 (ID cn u� Revisions c III I ... El) A3.02 m January 12,2017 Date 1) d BB, DG, NE I- m Designed By a DG, NE, NM Drawn By Lc) m N. KJ Checked By m 17857 U O g Project Number .5 .Y ,,, N A2 a 0 3 `' 1 THIRD FLOOR PLAN Sheet Number ai 0Copyright 2016© ir. A2.03 SCALE: 1/8"= 1'-0" If this drawing is less than 24"x 36",it has I been reduced.Scale accordingly. U) ROOF VENTING CALCULATIONS ROOF PLAN NOTES 0 a AREA IDENTIFICATION ROOF AREA SQ. IN./300 REQUIRED VENT PROVIDED VENT AREA(SQ IN) TOTAL VENT AREA 1. SEE LOWER FLOOR PLANS FOR BUILDING DIMENSIONS. SQ. FT. AREA(SQ. IN.) LOW HIGH PROVIDED(SQ. IN) - ATTIC#1 2196 316,2241300 1054 (10)x 50=500 SQ. IN. (10)x 50=500 SQ. IN. 1236 2. VAPOR BARRIER AT INSULATION TO BE LOCATED IN WARM SIDE OF 44.58 LF x 5.3=236.3 SQ. 1N. INSULATION. , ATTIC#2 2576 370,9441304 1236 (10)x 50=500 SQ. IN. (12)x 50=600 SQ. IN. 1224 3. SEE DETAILS 13/A8.04 AND 141 A8.04 FOR ROOF PENETRATIONS. 23.33 LF x 5.3= 123.7 SQ. IN. 4. ALL OVER FRAMED ROOF AREAS SHALL HAVE A 22-1/2"X 30" HOLE CUT IN ATTIC#3 2318 333,792/300 1113 (6)x 50=300 SQ. IN. (12)x 50=600 SQ. IN. 1180 ROOF SHEATHING FOR ACCESS AND CONTINUITY OF ROOF INSULATION. Otak Architects, Inc 52.8 LF x 5.3=280 SQ- IN. 808 SW 3rd Ave, Suite 300 5. PER 2014 OSSC 1203.2 THE NET FREE VENTING AREA SHALL BE 1/300. INSULATION HAVING STAIR#1 242 242/300 242 (3)x 50= 150 SQ. IN. (3)x 50= 150 SQ. IN. 300 A VAPOR BARRIER WITH A TRANSMISSION RATE NOT EXCEEDING 1 PERM SHALL BE Portland, OR 97204 PROVIDED. Phone 503.287.6825 6. ROOF ATTIC VENT PROVIDES 50 SQ. IN. FREE AREA EACH. Fax 503.415.2304 STAIR#2 217 217/300 217 (3)x 50= 150 SQ. IN. (3)x 50= 150 SQ. IN. 300 7. EAVE VENTS AT TRUSS BAYS: PROVIDE(3)VENT HOLES AT 1-1/2"DIA. (5.3 SQ IN. OF FREE AREA PER 24"O.C.TRUSS AREA.) 8. SEE DETAILS 10/A8.04, 11 1A8.04, 121 A8.04,151 A8.04 FOR TYPICAL ROOF FLASHING DETAILS. 9. FOR ROOF SLOPES FROM 3•"/12"TO 4"112" DOUBLE UNDERLAYMENT APPLICATION IS River Terrace REQUIRED.ALSO SEE SPECIFICATION SECTION 073113-3, SUBSECTION 3.2 T3"112" ROOF SLOPE ROOFING UNDERLAYMENT INSTRUCTIONS. East 10.TRIANGULAR LOUVERS SHOWN ON ELEVATIONS ARE NON-FUNCTIONAL AND ARE NOT INTENDED TO PROVIDE ATTIC VENTILATION. ZA ZB ZD0 ---• 22 ,/2"x34" HOLE CUT IN ROOF41!) Condominiums ROOF PLAN LEGEND SW Roy Rogers Rd. SHEATHING AT OVERFRAMING FOR Tigard, OR 97223 ACCESS AND FOR CONTINUITY OF ROOF VENTILATION,TYP. - -- --- EAVE VENTING I '"'"" 1 HR EXIT ENCLOSURE WALL TO UNDERSIDE OF SHEATHING. © I gib 1 - - OUTLINE OF WALL BELOW A4.01 A4.01 ea OM• DRAFTSTOP I I 441k <Alkd IR® 1 I " I v ill & 10"/12" 10"/12"DS s_.._ " "� I Os DS �;I�' DS I - - --I 1 Polygon 10 /12 .�.. DS I 10"/12" { r n 1 i ,I r 1 [ _ .wswrrra. i ; Northwest S L _ J I I- I ` A 1 ❑ ❑ ❑ Jr I � J � II DS: t- - _ - _ _- - J ' 24 -' I L t 703 Broadway Street, T w .- J ', I I ❑ ❑ ❑ ❑ s 10"/12" L 10"/ 12" 10"/12"L J 10"/12" I Suite 510 o ,� ! NA 1 1-- - ► A -� 11 1 Vancouver, WA 98660 I I L_ _1 CV - ' r 1y 3"13 2" ' -. I t W Z `l ' C9 " 1 ,1 `{ ---- I t 4 2 ❑ �.� ❑ �� I I 'P� int ' I t �� y �V ' I GI "- Q' ii 1 ) � `� 4 4 STAIR #1 !11 EJ_ 111 m ❑ Q�� • H 242 S.F. 1 t ' ! °s i 1 r 'Pa ATTIC #1 II ATTIC #2 ❑ ATTIC #3. ❑ ...0-1-_4.112.asp``' - o� 2196 S.F. kt1=1 I i 2576 S.F. I 2318 S.F. I ! I' : �' I �� I I LDS ' I , II r r , ' 0 _.- , ..... . -..-.,-,..LM.M1131M3111V_. --._ -,_ 1 1 1 r- r r 1 1 ❑ 10"1 12" ! /� /� RIDGELl n n II 0 ' io 10"/12" I i \' ' \' 1 a / �I �I r �I I L/, / ❑ ! 1 - - - ❑ ❑ - - - ❑ -�-❑ -' -El C ❑ -�i I ' . n I ' 12,O t (v I ! I �!i ❑ I ❑ ❑ ❑ 1 " Q� 10"/12" 2 1 1 O� I I I I T q- ZTID5 1 I �Q" lm.4 2 ' I �' ' - 1 HR RATED 20"X 30"ATTIC ACCESS - co I I I cm I I I I I I ' IN THIRD FLOOR CORRIDOR CEILING- 1 I 1 ii / 3-112' - SEE DETAIL 7/A8.11, TYP. ! ` r �, I , 1 I 3721 ' t 10"/ 12" 10"/12" r n n n n N I -tea 11 BRIAN .FI_i= l 1 . to- El Ci' 14 /12 10 /92 1 [ ,, I 15 I . I ; ❑quil i I M I : = l I I • rfr/r 12 i OR • LI. i+n �r - DS n1I`A1ru• ❑ ❑ ❑ ❑ JT 1 1 ❑ ❑ ❑ !- - 1 1 I 1 I L J 1 ! r r 0 - �� ... . ..�. , . , _ _ J _ _ _ MMIll _ l �w.q"rte. ..,. _ - _ I DS - ,, - - - 4 U • II • L J J {I f II� _ DS I I , , A,,. .:_, ----- I 1 ,;,_ 1 I s I I I ' IDs ' �II I'Ds $""`'''" s 1 U 6 DS iv 10"1 12" iv DS N ' D 10"/12" 2 _ _ 22 Plex Roof (A8.0!). TYP (NW 4 kr kr I AIIJ . I I I III Plan E 0 a 0 c I I I I a c .; 0 CD 1 2 q.1)-1 (..D ell 0 CO u. w 0 0 # Date Description m rn eVl O c m January 12, 2017 Date a> u m BB, DG. NE a� Designed By a DG, NE, NM o. t` Drawn By La N- KJ En c Checked By 1 17857 E.) 0 a Project Number c 5 a) L'2 D N A2104 ° 1 Sheet Number 6 ROOF PLAN 0 Copyright 2016 O i. A2.04 SCALE: 1/8"= 1'-0" If this drawing is less than 24"x 36",it has 5 been reduced. Scale accordingly. a CC ELEVATION NOTES a a 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR TAGS. ZD41111 0111) 4111) 0 09 IS) ZB 7 A 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. • Lf 3. SIDING TYPE REVEALS&BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS UNLESS illk Allkilk OTHERWISE NOTED. A4.12 > �> Otak Architects, I nc r r A, 4. SEE 11 1 A8.03 FOR TYPICAL SEALANT JOINTS, SEE FOR BUTT JOINT 51 A8.03 808 SW 3rd Ave, Suite 300 ATTIC ROOF VENT 5. SEE 141 A8.04&13/A8.04 FOR TYPICAL ROOF Portland, OR 97204 CLASS C ARCHITECTURAL 2 X 8 WOOD FASCIA � � MECHANICAL VENTS Phone 503.287.6825 GRADE ASPHALT W/3'-0" RADIUS CLEARANCE PENETRATIONS. SHINGLE ROOFINGOTYP / FIBER CEMENT TO OPENING Fax 503.415.2304 / \I 12„ 10 12 FIBER CEMENT PANEL SIDING 10 IG 4 6. FOR SADDLEA83 A84 A8.04TYP 514 X 12"WOOD TRIM FLASHING DETAILS AS NEEDED. 3 X 4 METAL DOWNSPOUT ' AND GUTTER LZ i= I 1= I, 12" � 7. S 6/ , 3/ C3 10" V 12„ 12" � ELECTRICALEEA8.03LIGHTSA8.0,COM41MUNICATION A8.03FOR PANELDETAILS ANDAT 12"L " 12 / `\ BRACKET SEE N10" EQUIPMENT. N10" ak10" `� 101A8.03 ,TYP 12^ 10" River Terrace / 1A8.04 TYP� 12 irrr� 12" 12" lr i 10" 12" ileir 10" \ i \-1L.„-, 10` 1 N 1a""� 6 I s s 10r / 12" " THIRb FLOOR TOP OF TRANSOM ELEVATION LEGENDEast METAL RAILINGS 3" �� . A8.04 / �J 3 40 - 10 7/8"• 1'-9" � y `rte � I_ J ' • /w\ ��'- I -�- ---I �� 8 0" - I-L LJ �� --- - Irl_ \l THIRD FLOOR TOP OAF PLATE I:------ w - FIBER GEMENT LAP SIDING 4" EXPOSURIr 2X4WOODTRIM 111 iti S Condominiums ...-•rI -,Ysl1� =�s =Row . ■f- nr, m •i • ��I ter• J t1. i I' ■ ,e F- 1 i Y1 4 ■■• ��• ��■ ,�■" "1�I ■� „ ■■■ A8.0 M i■■■ ■■ l-- FIBER CEMENT LAP SIDING 6" EXPOSURE SW Roy Rogers Rd. 514 X 8 WOOD TRIM _ ■ . . _ `� l� I_ ',:�a `�` _ -- _ w Tigard, OR 97223 a - se 6 .�r� 12 I f71iRl l yi it - t •. Ii 11111 l ini'li�' j' �_ 111111 �riiiulnr.elrn.'WC 803, iiirlll;i A8.03 0 4 I "T';Y' r T 111111 _ _ ate. EL2 EQ II � BRICK VENEER _ _ . , ! i il�tll 4L _::_- EQ EQ = :1llllill,�l `ai ,/ III_ __I; r 1_ !._•_r,, O 1 EQ EQ rn[nuu 11 I or/. I t nonlulul II ■. �nuat.nnnr rmtlrm liiiiil Inti TAN VINYL WINDOW WI NMI!! --II tl H narell.li I, nu A8.01 . 1:,■.. O WOOD TRI1 mi i '1 I�nnlw •8.0 win ... °•'•• THIRD FLOOR TOP OF S_HEATHING O i� 2 •,- '� _ [fli • 1- IinrlllnrG nlNlel I NIIr ;; ■ ■�1 . " O r -. FIBER CEMENT ` I Wigg ini atoll Irl .nr<[ - 30 -3 314 c`I v [Irl rlr, I t :. Erllmru..lm,nrfimru�nt T �+ \ J ' mrlw a rl I FIBER CEMENT SHINGLES {. .. _ _ Iu�111 _ _ f-- fr 111111St!ItlWfl��l =F 0 LAP SIDING W/4" s .` F41 _ = Mg I m T I \SECOND FLOOR TOP OF PLATE o Z EXPOSURE IA --- _ Itkiiil�i _ i n�'li ■ IIII �� 1 ■■ � � m p O _ 4 i i�: A8 02 11i >! Q • -` A .Q1 r L .._ 4 - - Ji i .' I ILS J ilio l 1 �r 8 --_�- HII➢i11tI1i 1 ili.li ��f ill_ I� �lili� � Niroc 2 X a WOOD TRIM ` I®Il['IIIIIf Ilr Irll�mlulli n'n1 l[ i [Jjl• u1c ___L. omil =Ii Ir{- [3. I 111 1 I if�1�11i1111.1 _ -_____ r / :' "ipnu�n... s, 1111 ii ..., SECOND FLOOR TOP OF SHEATHINGA80 ■ �- iii. ' ' = I 1 ■ I Ir_-_ - 20'-17/8" 2 X 6 WOOD TRIM I _ _ __ { � __ _ - ,A8.01 ____ ~�� 111 �► - �� FIRST FLOOR TOP OF PLATE A = :== ==� _ = _ == = ''� :: w= 1,-=== y =T 19'- 1 ,/8" Polygon WOOD TRIM SILL,TYP = -P1Ii111 __ •__ -I SIM IN __ __ Eli __ _ •■, -NM Mi. _E Im1mI ,. ,�, ,8.0__: A8.02 •=_~ hill I = - __ _= -- : = 1-__= ----_ Northwest _ - _ _ - _ -___ 1== � �__- SEE CIVIL FOR .- = === i , ELEVATION NOTES o a 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR TAGS. 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. 3. SIDING TYPE REVEALS&BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS UNLESS 7'A B I '7'D OTHERWISE NOTED. LI`1 L L , OS) ISO 411D G Ad 4. SEE 11 1A8.03 FOR TYPICAL SEALANT JOINTS, SEE Otak Architects Inc <� © (I FOR BUTT JOINT 51 A8.03 808 SW 3rd Ave, Suite 300 VP \ A4.01 ` A4.11 5. SEE 141 A8.04 8131 A8.04 FOR TYPICAL ROOF Portland, OR 97204 I I 1 I PENETRATIONS. Phone 503.287.6825 I A4.01 6. SEE 8/A8.03, 91 A8.03 & 7/A8.03 FOR SADDLE Fax 503.415.2304 FLASHING DETAILS AS NEEDED. 7. SEE 61 A8.03, 3/A8.03, 41 A8.03 FOR DETAILS AT 12" 1 if �] �� I© ,- 8 ELECTRICAL LIGHTS, COMMUNICATION PANEL AND i ; ilN. 12" 1 EQUIPMENT. 1 10" V 1 1 10,1 1 12" „,, River Terrace 12" 72" 10 12 12^ N-..i 10" 12" 1211 70" D z _. „ 12 \ 11D" 1°" �- 12� / " 12 N 10" 12" ELEVATION LEGEND East 10 D/ \ 1 _ 10 . 1 THIRD FLOOR TOP OF TRANSOM 3" / C� /f I0„ / -------i 3" / 40'- 7 0 718" 1 1 _ - I,...._,.. ■■ I _ � � 000,.._ _ .1e \ ' - i FIBER CEMENT LAP SIDING4"EXPOSURE ondominiums ' THIRD FLOOR TOP OF PLATE ,,,i .„ .. " Riff II I -• ^--�5 i ■ r ,. 39 -4 718 !11„.11 ...r„,r r 1 1 ■■{ J. �.� rte.-. 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' e inc''' ' 3720 • rrs n �- — BRIAN R.FLEENER / I ( 1 2 a -- � A8.01 s I /12/17 • ., 1 -�-• - SIM I�ORTLAND,OR t,- OF t / -/ Exterior Wall -� nir. SECOND FLOOR TOP OF SHEATHING •- 1fJ � r1-3)- -- — 1 — — 20'- 1 718" Sections X I / , /\/\ y \; SIM 0 E )•_ _ ,� �8A - -;s — FIRST FLOOR TOP OF PLATE I l ,_ E - - - - - -- --� 1� ., .f° 1\ 3 I d ` A8.02 ' (-.. _... .�� SIM a E' I z o w 1 _ — 1 O 1i 2 N co 0 # Date Description GARAGE 1 Revisions cm 5 1SEE A8.08 FOR TYPICAL m 1 / GARAGE FLOOR OVER January 12, 2017 O 1 I CRAWLSPACE Date BB, DG, NE DRAINla5 1 / TILE,TYP Designed By it 1 a DG, NE, NM Drawn By in co 1 118" SLOPE KJ FIRST _FLOOR TOP SHEATING Checked By -. : '._, • A -:, i. "IF..it9'.10 112" .-.._. i _ t.) 1. , , . i - -- -_. • f___,....,:-I co 17857 0 _ „ --- -— 11.1-.. MV._.- 1 I:;;.: ; , — BASEMENT TOP OF PLATE. Project Number -- - -=- 1 1 _ I I - - 8'-9 3M I7. E CRAWi SPACE 1-1-1-1-"--1:1-. I I 1 �:= �__-- _ — 1 I -7.7:1 ,____!___ A4 . 1 2 _____ ,: :4...4...:. s 1„iti.,4,1—. 1 2.— 1 —...—_.1 ..— 7 1, ,6 11 ;...- -� I-, -.I , I-------, i - _ Sheet Number ?' Copyright 2016 it 1 WALL SECTION (ry. BAY WINDOWS ,f this drawi A4.12 SCALE: 112"= 1'-0" ng is rens than y s",it has been reduced. Scale accordingly. .... „. ill ........, 0 .. a •. ......„ --„,... ...... ,r THIRD FLOOR TOP OF TRANSOM I 40'-10718" THIRD FLOOR TOP OF PLATE THIRD FLOOR TOP OF PLATE — - I - 39'-4 718" 39'-4 718" Otak Architects, inc 1 f 1-‹ 808 SW 3rd Ave, Suite 300 ,_ Portland, OR 97204 - ,, Phone 503.287.6825 I I • Fax 503.415.2304 -c �BATH BEDROOMRiver Terrace _ BEDROOM LIVING/DINING {20 <- East M -- ' _..,. Condominiums .�__ SW Roy Rogers Rd. I I _ r1 Tigard, OR 97223 " < t } THIRD FLOOR TOP OF TRANSOM 2A • i 2A 40'- 10718 _ _ THIRD FLOOR TOP OF SHEATHING I I `HIRD FLOOR TOP OF SHEATHING I 30'-3 3/4" - 411• I . . 30'-3 314" cil 11 - VP" rani, IP VIMP♦ 0 • i ♦ ♦ THIRD FLOOR TOP OF PLAL-WcWWWW,V; iticW7c9SW.VVA; SECOND FLOOR TOP OF PLATE� �i rY ,: 4 Y /j r Y1- 9y . SECOND FLOOR TOP OF PLATE 29'-3"39 -4718 29'-3" `9 4 I „- --- It 1 Elle -. le LAUNDRY . CORRIDOR BATH �x Polygon I_ I _ Northwest 2A 1 -3 1 BA12A THI PEDIR UEi]ROIDEI E - 703 Broadway Street, < BEDROOM . ~Y LIVING/DINING Suite 510 -� Y� Vancouver, WA 98660 LAUNDRY CORRIDOR I BATH = BATH S BEDROOM =� r -_—k2L1 •-e>. 11 20 . -c' 41 `: 4111, - - 4 °•• -�, - : i - - S --_ r it 3 �1' 2A �, 11:1_... 2A ,- 2A 12A I 2A I ;� ___ .._._ - = SECOND FLOOR TOP OF SHEATHING - [ ` - , SECOND FLOOR TOP OF SHEATHING •- I ,fit. I C.:-,�QND FLOOR TOP OF SHEATHING _ jj ✓� - 20'-1 7/8” 20'- 1 7/8" I I 20'- 1 7/8" VII 1,t••• 1 ���I������tt�a...,� gi FIRST FLOOR TOP OF PLATE LANWRPT • • '_x1WWWW i - FIRST FLOOR TOP OF PLATE 1 ��, y�V�1�i�7L v�'�1'Y x i' FIRST FLOOR TOP OF PLATE _'" ` - - - - - �► - 19'- 1 118" i'• 1 ) , x 19'- 1 118" --- 19'- 1 1/8" 1 i? Kr-•j,.*-- e: 9 , -e. , , (.4 . . , i _ - --,._ _., :,-,,,, ..... 3720 rel o © • 4BEDROOM `�- LIVING/DINING BRIAN R.FLEEN +`3 GARAGE CORRIDOR . BATH BATHBEDROOM �' 1 / /2./i7 .4 I;} _ • BOR LAND,OR SC 40 as 20 -•<,-:- -•`..-...tf, - . ...,-= ga OF 0 • �r-- Interior Wall _ U = m P` Sections ,.:.... 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I ,l 1„ • •. - a• — ^I-0" .Y t • d w +.a .. •' t • - .4 a. + • �._s.. ,.._.—.......1 I 13_.I • =3 I-—=F-: • V V 1 3 N — I1 I =1I I . F-----1 , _ -II = 1----I Iii 1— . ,:, I _ , _ __-- / I 111-1 - - I-- J I ! f _ I f ( I A4 U I---, I I--I 1 I.--- -.-._1 _.__I I I I 1--..-.I 1 I__ I I I I__) 11— ! 1 I-~I 1 -_ �.! '. 1-----.I i ` i IL---,--. r i I ' -t`€iii i Sheet Number ai ;a 1 If this 1 WALL SECTION - CORRIDOR 2 WALL SECTION - PARTY WALL 3 Copyright 2018 WALL SECTION - UNIT INTERIOR WALL opyrightngislessrhan24"x36"it has A4.13 SCALE: 1/2"= t-0" A4.13 SCALE: 1/2"= 1'-0" A4.13 SCALE: 1/2"= 1'-0" been reduced. Scale accordingly. @..\3.../ ZD 0 a :. . ...:,....L. .,... 10'-0" ._ "I, ._. .,:xl,::,:., .,..:z...„,.iiiic..v.:4 I Otak Architects, Inc — - — 808 SW 3rd Ave, Suite 300 —,....dill-_ I IEP 07 pm Portland, OR 97204 iii Phone 503.287.6825 -...., ...-- -7 :VA Fax 503.415.2304 OPEN; I 20 iIIi : A8.12, . ., �� River Terrace Ii 4'-D" 1'-9112; 4'-0" East _1 N CLR / CLR "i __- 25 b) DN � 44____ „ _ _ Condominiums C9 i SW Roy Rogers Rd. Tigard, OR 97223 0 CO .-, - o I25 ?! � Q - IL. w CO~ 1 U DN _El _b - 24A r A3 Polygon Northwest I � �- . ri. ' I I_ 703 Broadway Street, Suite 510 ROOF TRUSSES BY STAIR OTHERS / IDENTIFICATION Vancouver, WA 98660 .--- 2 SIGNAGE, SEE DETAIL 4� 4/A8.08,TYPICAL I - PLYWOOD DRAFT STOP ON TRUSS SEE ROOF PLAN '.',_. _ Ir -k- ' ,if ,1111> ,c ',c > . >> ,,:x ; '.: ` z ,' aA c z . 7, 4 22 PLEX - THIRD FLOOR STAIR 1 PLAN I,i• - _ - - - - _ THIRD FLOOR TOP OF TRANSOM A5.01 SCALE: 1/4”= 1'-0" - - 40' 10 718 It _ _ 8B _ _ . k x_ THIRD FLOOR TOP OF PLATE I.1 ,- - _ 39'-4 718" _. 21 ' - . STAIR FIRE BARRIER WALL CONTINUOUS TO c I. i UNDERSIDE OF 1-HR ZB ZD ZB ZD r` . ; RATED ROOF/CEILING _ ASSEMBLY#8B,TYP 3 INTERIOR STAIR WALLS10'-0" 8'- 11 112" I.. A8.11 TYP -`- CORRIDOR .i / STAIR A I - I. 10'-0" ., _ DOUBLE CONTINUOUS IDENTIFICATION 2.1,, HANDRAIL - RIMS AT STAIR WALLS SIGNAGE, SEE DETAIL FOR 1-HR FIRE BARRIER 4/A8.08.TYPICAL `¢ TO RETURN �`+ Ell CONTINUITY,TYP. -- -- - TO WALL,TYP 2A A © T 1 M OE 15A �_ - _ + - - - T1RD FLOOR TOP OF SHEATHING /� t -co ! .....././. — — � I 30`-3 314"314" /L — — — — — - / /I '1 ' -SECQND FLOOR TOP OF PLATE o0IMP CI © • •� �/ 1 CM u� • CCDi CN A / �I 16 n m M CLR r 35A� I 37`20 �: •I I ...i 16 J le �' c9 © ; ...© BRIAN R.FLEE IERV1 A8.12 A6.11 @� o TYP rn UP LANDING ///2//7 • a to I l k7 —__� o A5 1. 1 EA80F4 :- _ %MANI),ORGORRIDOR ti 1/2"GYPSUM BOARD -1_".-- _ �� n "' r �': AT MID-LANDINGS,TYP I t �� 22 Plex Stair _ - _ S�G9ND FLOOR TOP OF SHEATHING ! 1 STAIR I OM BIKE STORAGE N " Ti ,�' 20'-1 718" I 1:,„._ ,I:_ - -7-1-f- - _ : ►� fi - _ r = E Plans & Section �I - FIRST FLOOR TOP OF PLATE o = T.E , 19'- 1118" • cn II N o �- �� - co r8 1— II I N - ,-- 6 N @) o I co �f` ��I cin U r II I 23 1 �r al ii) SC a I ��% '�/ BEAM MID-SPAN CORRIDOR I I .. .I"- _ 25 25AI r� W �� +� SEE STRUCTURAL I 1 I �f II co \ .f /�7 IBS }, II I 21 �1 II I ---- 'r z 10 1 /1 0 0 '� I STORAGE CORRIDOR ' up a li_ _ r' I FIRS OR TOP SHEATING ! - , o 1$ _ T FLOOR S EATING 1 w I ., � r ' • , r 9'- 10112^ J . � six_ —1-t - — \ BASEMENT TOP OF PLATE 2 04.27.17 Plan Check Responses U III , _ _ :a 5'_9314" (--A-5-. - A3 # Date Description I ---I I--I I i-- 26 4'-0 114" 4'-0" Revisions t7 i I----. ; I.._._-, I=`--- - 21 N I -- I ! I _-.1 I.-- I -- __ I CLR 4 f •' CLR m -I ----LI I .— --I II 1'-91/2`I January 72, 2017 __ _ - — -----1,- -- CRAWL SPACE • x ," - - 111— 'I -r - v • I 1 I 7 1--1 11---- 117-11 I -- STORAGE CORRIDOR + - 0 t' = , 0 BB, DG, NE 1 1 _---1 1-- 1 - ^) 1 I — I -71/2" STAIR ii.i , , L 5'-6 112" 8'-4" 21A �•►IDENTIFICATfON Designed By 1 1 21 1 SIGNAGE, SEE DETAIII. ;'- i:C --- !-- i 1 1 1 �µi 1 -� I jr-€ } 1 ; 1 4/A8.08,TYPICAL DG, NE, NM 6 I 1 Drawn By 7 71 177-1 lA t_ 00 I = 1---1= 1 11 I-=_ o a _ . ,. . , Ai AN Otak Architects, Inc Ea I ElSTAIRSIGNAGEIDENTIFICATIOSEEDETAIL STAIR IDENTIFICATION SIGNAGE, SEE DETAIL 808 SW 3rd Ave, Suite 300 , f 4/A8.08, TYPICAL 4/A8.08,TYPICAL Portland, OR 97204 . a_- .I �.. ANL- — .I• 0 Phone 503.287.6825 � ,� '`JCO `'��, — Fax 503.415.2304 22 . ••,--I22 0 L 4'-0" '-91/2. 4'-0" ra kr rn CLR CLR a }, 4'-0" ' A11 All CLR a . T . „.. River Terrace UP _ DN 1 DN• • ..._ ! :, _ East w I: Condominiums , in a I SW Roy Rogers Rd. °° / . 1 1 N m N Tigard, OR 97223 I in " in (V N L J _ if in N.. 7 N /` i N. / / \ / N. i N. / . 20 OPEN - ... .--,-OPER - Polygon 4 TYP , _ _ Northwest © © \ 703 Broadway Street, Arm, Suite 510 I - o - - - W©� - 4 - o I A T 4 Vancouver, WA 98660 I I I I E W 10'-o" f 10'-0" •,.- PLY000 DRAFT STOP ON TRUSS SEE ROOF PLAN _ — THIRD FLOOR TOP OF TRANSOM le 111111 CO 4110 , ' ''y'� �^ �''^ - ---- - -40'- 10 718" yC r_A_c_.. :C,C.;C_;. .A_.��;_x.. .k..a.__ _.. }.„I ,3_,..1. ,_L.),_t k_k_�_ i____k__i-. iip” — _ THIRD FLOOR TOP OF PLATE ,. 39'-4 7!8" '9 Y.+ STAIR FIRE BARRIER 4 22 PLEX - LEVEL 02 STAIR 2 PLAN 5 22 PLEX - LEVEL 03 STAIR 2 PLAN WALL CONTINUOUS TO UNDERSIDE OF 2-HR ! 22 A5.02 SCALE: 1/4" = 1'-0" A5.02 SCALE: 1/4"= 1'-0" RATED ROOF/CEILING 1 C) ASSEMBLY#8A,TYP 3 ,` • in INTERIOR STAIR WALLS o 15 A Q SOLID BLOCKING AT A8.11 TYP 22 CATIO N [L ® f SIGNAGE, SESTAIR EDETAILSTAIR WALLS FOR 2-HR p -, FIRE BARRIER v ,.._.c7 15 R t 41A$.08, 1�PIGAL 0 CONTINUITY,TYP.00 j \ A8.12 TYP 2HR '. • I f • .......... r._ �.� 1 WALL �;� �J 11* � '' �t I _ — — CONNECTION i1 — �� — THIRD FLOOR TOP OF SHEATHING �'i 4'-0" '-9 112,; 4'-0" °^° }�� irs + y. 3Ø'. 33/4 $" co ` V 6 ( — — — " — — ® CLR T CLR 72Q r-- R" SECOND FLOOR TOP OF PLATE A11Mg A11 i BRIAN 3R•FL N R t co o e 7 8U I - 1 16 I� I f A8.12 :i DN AOR �.AN0,0R aI I rn A8 - -''': .11 1 1... ,r.r) cc � I I TYP UP_22 1 I I 1, b I .I p OF 4 ,. TYP ,�. —\ I I - - lI ccHANDRAIL %------- _, ,I _ 1_ o s TO RETURN /- _ -I E = TO WALL,TYP / J I i I 22 Plex Stair dU o in C} U - J i � , T ,� - �,,F�.. I - T Plans & Section -14 ` SECOND FLOOR TOP OF SHEATHING " I I N a4 , ZN U20'- 1718" SII 4 I— EJRST FLOOR TOP OF PLATE i I N N 6 , c� ` a ?:1 19'-1 118" " '. I `n it v co _ // , is �; H E // r I h is r 22 �_ C In Y i 7// ' 1 b I col '. ih- /-- // r- t i 1 LANDING ', /// AI r -' .' ABOVE ------ _5. _ // . - _ 16'\ �'.� A8.04 0 22 --• 0 @) �: r- _ / 1/2"GYPSUM A8.12 BOARD ■ TYP— as TYP r J \� AT MID- <- �' UP t 2 04.27.17 Plan Check Responses �' LANDINGS,TYP U - ^� FIRST FLOOR TOP SHEATING - '' 1• 16A �— 22 # Date Description a' - -=1 - .. ___:1 —► — '� — — 9'- 10112" 4 0„ © -- 0. Revisions - = l _` �T — — NW r :' , fi ! \ BASEMENT TOP 08'PLATE9 3314" U © -2" 3' 0" CLR , A ��� January 12, 2017 © ' 25A- I I , — — — — L • it _ a Ts__ �r �i Date cu ci3 .... , 1 �F p © `t _ ` 111 Designed By a p BEAM MID- ` \ i STAIR IDENTIFICATION iX a O }i �� I i i SIGNAGE, SEE DETAIL DG, NE, NM ci. co N- STRUCTURAL SPAN SEE i ` �' , ._,r (` T i , 41A8.08,TYPICAL Drawn By in O - \ ti► ._ I Ai I r v '� 0- ! ! 10'-0" KJ c - 10 __ Checked By I♦ m -_ BASEMENT TOP OF SLAB 17857 4i , IIE-- -1IIiI lil 1II i11I1 _._ � o° E • I l I- --I ! I i I I ! I r.-- 9--- ___1,1 I- I I- Cif) 1111) Project Number _-=' 1 I=1 I I—I 11= I I —1 I S I II II = I =1 11 -__ I: 1 1 =.: ... �,D A5 . 0 2 II III ' III III III III III II III I I I I : III III III I I III i f III—II c 1 22 PLEX - STAIR 2 SECTION • 2 22 PLEX - BASEMENT STAIR 2 PLAN 3 22 PLEX - LEVEL 01 STAIR 2 PLAN Sheet Number iii 1 Copyright 2016 Li A5.02 SCALE: 1/4"= 1.-o. A5.02 SCALE: 1/4" = 11-0" A5.02 SCALE: 1/4"= 1'-0" If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. 0 lr ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR o a 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 41111111 . 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. :MI 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone 503.287.6825 ® 22 19 11. LINEN CLOSET W/HOOD UNIT WITH WALL CONTROL OVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 ® 2 C � ENCLOSURE DETAIL AT WALL&FLOOR. 45) CD _/ SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD • / - ® ® 13. 4" MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. �� ��^ _` --:.:11-1-f;->-(16) ® �\ �� �� ® APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED �� -�- ?- -�- 1 • �, 14. OPEN SHELVING WALL INTERSECTION DETAILS. OPEN TO i� _�-�--�� __ _ ."��I� -�_ 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, iv I' I „ ;it \ LIVING/DINING `l 21/ I. `U` CONTROLS,AND OTHER CONTROLS SHALL BE (16 y-- 16. PLASTICDLAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. RiverTerrace I p BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION .4- u r j 24 _ _ + I l ( 18�._ n k n r 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) 1B __ L o�= 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER �,'�`. I\-.. �,-�I RANGE'_\. ` ll`,`\ 19. PAINTED GYPSUM BOARD SOFFIT15" East --- --`., REFR - - DW 20. PLASTIC LAMINATE COUNTERTOP AND TILE THANSEE /A8.11 FOR ABOVE TYPICAL FLOOR. R M '�, ,' I @c ��� - / (13} -�� BACKSPLASH,TYP 12. HEAD DETAIL AND 3/A8 1FOR B FOOLD. P I " y r `i 1 -....s., I 22. STANDARD WALL CABINET21. PLASTIC LAMINATE BAR WITH NO SHELVES 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominiums 2'-3" 2'-0" 2'-6 4B I 4C SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A n " VERIFY f ;2'-0"if, 2'-6" L I, 1,2'-0" 2'-9" Jr_ 23. STANDARD WALL CABINET WITH (2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 1 112 VE MFR VERIFY VERT 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 W/MFR �1'-0" W/MFR ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 1 .3 KITCHEN ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.15 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon CEILING PLAN LEGENDREQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest 21. TYPE B UNITS W/2 BATHROOMS: - ' DROPPED SOFFIT @ 8'-0" UNO -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, 004.11.3.1 4 ) 0 ,` 1 cep-\ 0 •+X'-XX" DROPPED SOFFIT CEILING HEIGHT ,OPTION B-1 TOILET SHALL COMPLY W/ Suite 510 `� I __.P`-"" 2 1004.11.3.2 U �\ 0 TII� Q Q - - - Vancouver, WA 98660 VENTILATION PATH MIRROR O \ \_. N - I _ �-tel ,\� - zo I . R / 0 : I / I'\ I_ 4 b :t I ter-{13)--`, i �} -----1-- 4,._,' /,' • . . .. ,z , , ,T.- ,_ _.,,,_ il , I" 3A 4, ,. 2'-3" j, 3B `� 3C 3D° .1-0" �1'-0" 3 UNIT 1 .3 BATHROOM ELEVATIONS A5.15 SCALE: 1/4"= 1'-0" M m t-- kr? `kn a, w r N - ' k .41p,%, 3720 iti t' BR1AN R.ELEENER4 II (.../ . , r,f4 AT t'..i'-.'- -- - - - 7 -''':11:..f;,.• .. , _. i _,L J_ J_ I i 411) 1 y.:jr-h. . 11 ,., 44.,),PORTLAND, OR i3 `• -� REFR 3A 0 �► _4,•- +s'.0" :_1,..;.:-V-F'- - •• _ .r,;+g _0 - • -• 'f••-•. : 4A ' c1 BATH .1' �0„ i'1 _ _ - 0 p , ch 3 A5.15 3B KITCHEN ;N: , 4B A5.15 Unit Plan 1 .3 ' r I. o T Vic-_ �� 4C KITCHEN D3 �' +81-Q" t'.'�:.. _ CLOSET p 24 - CLOSET :.. 1o I :.,''. I j I DW ///��\\ F2///J�\\\ 241 ! m Es E 1 24A ;: :>; -1 U U L 6' 6 1/2" c ,f T-4 1/2" LAt;li DW:.r. l'. .fir. �� LAUNDRY - v 110 y ,I•:;I 1 ::!....,•'::',.;.,'"s.."1:•.•-•1:•1..IA8.12 - `-- ELEC. -) '•f..`.E:,•I• 24B PANEL I LIVING/DINING ' BEDROOM , 5'- 10 314" 0 +8'-0" ,4',4::,I - w 'J.:. ;1. LIVING/DINING U v-6"� -. :I. BEDROOM CO -Al_'l;L # Date Description cm Revisions c �:;}i(: m• {:. V 4 4 ,�� it 4^ ., Janteary 12, 2017 c.) :I; I;J;• Date Cr) :r'. Irl.• BB, DG, NE PTAC Designed By ' :1'-''':i:_ : PATIO/BALCONY T B2 it _ 0 PATIO/BALCONY DG, NE, NM I i' ��,.., Drawn By �� � N KJ 0 in co II 1 I ® ❑ m Checked By EXHAUST 178x7 QProject Number c a) 172d A5 . 1 5 m 2 UNIT 1 .3 REFLECTED CEILING PLAN 1 UNIT 1 .3 FLOOR PLAN d Sheet Number iii A5.15 SCALE: 1/4" = 11-0" A5.15 SCALE: 1/4"= 1'-0" Copyright 2016 it If this drawing is less than 24"x 36",it has j been reduced. Scale accordingly. w II ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR o a 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. • 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Aye, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6825 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION- 11.ID ® ® ® in ID 12. LINEN CLOSET WRANGE HOOD UNI REMOVABLE ALL CONTROL SHELVES 8. SEE 171A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 SWITCH ENCLOSURE DETAIL AT WALL&FLOOR. 433 9. SEE 31 A8.12 FOR TYPICAL CLOSET ROD 4 i _ I 15 ® 13. 4"MDF BASE(CONTINUOUS BEHIND C15> '� �' -� , . 23� ® APPLIANCE) HERE APPLICABLE SHELF DETAIL. ' ,::::-„Ii �� _�_ II 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED _ �- - r ��/� OPEN TO 14. OPEN SHELVING N �' �", 28 LIVING/DINING WALL INTERSECTION DETAILS. `---�- �' - -- y- ® 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST r iv �j} MICRO \ 11. LIGHT SWITCHES, ENVIRONMENTAL, �,` E \( \I; I.' \IY yj� \u' / '...J HOOD " CONTROLS,AND OTHER CONTROLS SHALL BE C20> 18 /---� 8 16. PLASTIC LAMINATE COUNTERTOP WITH 4 4$" HIGH MAXIMUM ABOVE FINISH FLOOR. RIVeI Terrace ' (� / �/ \ / 8 BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION 24) 3-4------- _ ® N _ - _ /f __ �+ oe o i u n - f / 1 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER East = I O, / /n` - ■ .{28) 19. PAINTED GYPSUM BOARD SOFFIT a '� ` _ REFR \�_ -�; DW (' _ 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR THAN 15"ABOVE FINISHED FLOOR. `� - -- - ® BACKSPLASH, TYP \`� �'� �\ /' . '� \.' HEAD DETAIL,AND 31A8.11 FOR BI FOLD. A+ t , - , " I I� "' - 1. 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominiums 2'-3" L 2'-0" 4 2'-6" L_ 4B I.2'-0" 2'_6" 4C 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A VERIFY �I �,2' 0" 2'-9" 23. STANDARD WALL CABINET WITH (2) 14- ALL SURROUNDS SHALL SE FLAT WITHIN THE W/MFR " jr9" ADJUSTABLE SHELVES 3 1/2" VE MFR VERIFY 1 -0 VER/ AREAS TO BE REINFORCED FOR GRAB BARS, AlSRoy Rogers Rd. W/MFR 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 1 .3 TYPE B KITCHEN ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.16 SCALE: 1/4"= 1-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon CEILING PLAN LEGEND REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 41A8.11 FOR WATER HEATER Northwest STRAP INSTALLATION DROPPED SOFFIT @ 8'-0"UNO 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, 1004.11.3.1 4 ) ---„I U Q Q 0Q 0 +X'-XX" DROPPED SOFFIT CEILING HEIGHT -OPTION B-1 TOILET SHALL COMPLY W/ Suite 510 © -----7---- 1 c'"* , / � -- VENTILATION PATH 6 1004.11.3.2 Vancouver, WA 98660 €11 © Q �, -a _o MIRROR © © / n 1 /� I I / r 9 / kr i -7411/ 1 - C i 41) , i 1 ,,, _ , _, ..„ . , I r -------\--7- r 3A 2'-3" Jr 3B 3C 3D 11-0" �1Jr; 0" 3 UNIT 1 .3 TYPE B BATHROOM ELEVATIONS A5.16 SCALE: 1/4"= 1-0" 2 a kel i T co NA ' Act 1 N • 40 in • 9'-11 3/4" 5'-B" I 3728 o BRIAN R.FL ENER I 'al • 0. ,r • -,;' • "-,:"::', -';'•',..,:•:.-.:-; ":.T - I I -N----. ; I; y - r' i71 ' -- 435\ VIAND,Oft :1-5 ,/ 4110 __ __ _, , me __-_-- REFR f I 0 cl *.- B1 .r?- 1 .;� '.��`• .s,' ,�',.'��:;, :``• '� I � 3 /, ^4. r-c -----.a- _- S.;... � `b3 I •' F-t-- --- -- ---- +B 0 A5.1s B , BATH ,. +81-0" ..� 1 , :-. i p f ' KITC-iE 1 I I I T 4• r Y ••F'- , lima L: Jnt70 ;` :- a . . " ii �__ � � A5.16 3C Unit • _ >:�:,=i -- f _ `D3 CLOSET Type B o a-:f`' I - t I ' o `' • I I I I /� i�� 1 DW o Cl) _ �F2 ._ (f) . 1- ' • A C ,-•I T-8" u LAUNDRY ),.�z I. VCF L ELEC. '� i :!;. _ , 24B I. PANEL 10'-9" . L _ +8 d ' :•i` 5'- 103/4" LIVING/DINING BEDROOM 0 ''I -!�I• 24B--•m 1` ;:fl^i: # Date Description c I ;'I;;�' - - Revisions • I•'.f.`{,�..I f� �f ,`' la -1 Jateary 12, 2017 Daten� J,:_i. .f:F13 �kBB, DG, NE ar -I':.;t . ''. PTHC Designed By .te1` t` --.- OT (B/2"------------ PATIO/BALCONY 1-:i.,.-1- - 1 DG, NE, NM Drawn By in 1/11111" i ! - , 0 I\ [1] [1:1 r,,,,-1 j I Checked By as 17857 EXHAUST o Project Number c Y N m A5 1 6 U 2 UNIT 1 .3 TYPE B REFLECTED CEILING PLAN 1 UNIT 1 .3 TYPE B FLOOR PLAN meet Numbe• ci A5.16 SCALE: 114"= 1-0" A5.16 SCALE: 1/4"= 1-0" Copyright 2016 O E If this drawing is less than 24"x 36",it has j been reduced.Scale accordingly. 4) X ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT o a 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. n SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4- LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD . UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR©48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& • • UNDER CABINET. SEE 41 A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6825 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 11.19 ® CO a) ® 12. LINEN CLOSET W/RANGE HOOD UNIT REMOVABLE E SHELVES CONTROL 8. SEE 171A8.11 &181A8.11 FOR TUB/SHOWER Fax 503.415.2304 ENCLOSURE DETAIL AT WALL& FLOOR. • CDSWITCH 9. SEE 31 A8.12 FOR TYPICAL CLOSET ROD .. `� ■►r „ 1 ® ® ® 13. 4"MDF BASE (CONTINUOUS BEHIND SHELF DETAIL. ` ` t`}I '"` 20 ® ' '_ ' APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 & 14/A8.11 FOR TYPICAL RATED ® ®_ __ ,,r,,` III ,- . \� 20 ' ,_III___ OPEN TO `* ' �� . 15. OPENICR SHELVING 11. LIGHT SWITCHES, ENVIRONMENTAL, per- IN WALL INTERSECTION DETAILS. DINING/LIVING, �� N \7 \i �{1.Jam. �'j -�- - 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 21 J ,� .1 AY , ea '� `u, ..,I HOOD CONTROLS,AND OTHER CONTROLS SHALL BE :l w U � 16. PLASTIC LAMINATE COUNTERTOP WITH 4" • River Terrace /, i 28\ ca -, r 8 (28\ \ \ 48" HIGH MAXIMUM OMMU FINISHC TI FLOOR. / _.l / BACKSPLASH AND SIDESPLASH �" " ^ /, - / --4 L -r' _ _ _ -- ® ,1` �. _ - ' 17. VANITY DRAWER UNIT CABINET /' ELECTRICAL,TELECOMMUNICATION o i - (TELEPHONE/TELEVISION OUTLETS) 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER East ,'1 r, b ,'I1`, `\ / �� ''I 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. E DW - ® ,\ -;�-- RE'IR 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR "� . r' f `, / BACKSPLASH, TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. " -9" -� E lI� - " r- . '- 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominiums 4A L 2' 0 2' 4B " „ II 4C 2' 3 2 0" 2 6" 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. "� +� 2 -0 2'-6 L .�' �' �' 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE 'VERIFY x ., VERIFY ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. WI MFR W/MFR 1'-0" W/MFR 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 1 .4 KITCHEN ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.17 SCALE: 1/4"= 1-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A' UNITS CEILING PLAN LEGEND 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, DROPPED SOFFIT @ 8'-0"UNO 1004.11.3.1 U 1 CD 0 Q Si 0 -OPTION B-1 TOILET SHALL COMPLY W/ Suite 510 © �; 4 © \ © ( I O +X'-XX" DROPPED SOFFIT CEILING HEIGHT 1004.11.3.2 Vancouver, WA 98660 ,- & © / \et - VENTILATION PATH O MIRROR Illrrr - - // ��- - -a, \ rte- . P i 0 _ - -, ° N � qllill � 3 e ® _I 13} F �f 13) 3A 3B �-riaL-� 3C 3D 3 UNIT 1 .4 BATHROOM ELEVATIONS A5.17 SCALE: 1/4"= 11-0" 2 • a O id lc? T O E CN CNI ' 9'-91/4" x 5'-0" 2'- 10" - r 3720 ai , 1-.,.6‘. rel o It 8811 +1 R.FLEENER o , �^ i- I ! 1 0 • 1/1Z/0 • a I 1 l'tfR'fl.AFd1Z,OR L. • i • ' \ L - J:1REFR i i 01 B Ifcr 2, 6".1,.... ,.. \_ +8'-0' = '_ s. •.1...;- ' •''• - j ' I 4C `�• -�- -�,� a3 ` BATH 1'-0" :- I .- `. _ 0 0 •,r __ I .• A5.17 3t , ,�.+R- + , „ 1=µi' 0 4� A5.17 ;i "' 24A Unit Plan .4 .1 7 -0 -' -- __ , 1 U a _ . I- fii •{.1 _ . )� i__ .__ _- - - - ` ' ;�'s;_ -4,b, I I k.. � KITCHEN �� D3 ELEc. N 1 . ;r -8'-0" ':� - _ PANEL i \ .i� 1 • se n I n , DW INN nSIM Ei t: I I 1 - - is �_______ - k I cn -� e, __ .j: LAU DRY 0 6'-7" - =..-.•. *"1- i ii r 7�- 1" ,► D W v L J t Ixh I _ -_ '__ 24B 0 .r-r 5'of _ ❑ 1,_B•-� LIVING/DINING • BEDROOM U 1:l. 24B ... . . _,_ # Date Description corn ::I: Revisions +8'-0' ;-I-1' 1; __ 1� t'.7; ) I - if January 12, 2017 , § 14:1.- I Date Zcs r»1'H!. PTHC BB, DG, NE L --1`•l'•! Designed By 1.:f:'-i: -- � O B2 PATIO/BALCONY ;I-:.i--, - i DG, NE, NM I . ... --I I I Drawn By to KJ ll -c171 J4 Checked By o q EXHAUST 17857 o Project Number 6 A B 0 . A5 • 1 7 v 2 UNIT 1 .4 REFLECTED CEILING PLAN 1 UNIT 1 .4 FLOOR PLAN Sheet Number 6 A5.17 SCALE: 1/4"= 1'-0" A5.17 SCALE: 1/4"= 1-0" Copyright 2016 If this drawing is less than 24"x 36",it has 1 been reduced.Scale accordingly. w Ce ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT o a 3_ BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. Afillki 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. ' 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Aye, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION.11. Phone 503.287.6825 iD (is) ® ® Ca ® ® 12. LRANGE HOOD UNIT WITH WALL CONTROL INEN CLOSET W/REMOVABLE SHELVES 8. SEE ENCLOSURE7/ 11 DETAIL AT1 FORFLOOR.TUB/SHOWER FaX 503.415.2304 SWITCH WALL& FLOOR. ® { r - +� �22� \ ti 1 13. 4"MDF BASE(CONTINUOUS BEHIND SHELF/DETAILFOR TYPICAL CLOSET ROD / ' ' APPLIANCE) 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED IN ® C 15 i -- ® • I! ' 14. OPEN SHELVING WHERE APPLICABLE OPEN TO �. i _ ". al. - , f° ., �`�' �. WALL INTERSECTION DETAILS. DINING/LIVING I� ® ® __ _ -_. -��__ 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST / \ / \i ®{i, \ �` �� , 11. LIGHT SWITCHES, ENVIRONMENTAL, • .J \16 \2g ` y,. I HOOD CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace cv io` 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" HIGH MAXIMUM ABOVE FINISH FLOOR. 7 -(28) 24 �` (20) - BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION n n i1 (24� _ I ..,, f _ 1 �'r CEI I_ ti _ _ _II 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) o� � (1RECEPTACLES ON WALL SHALL BE NO LOWER I '�\ -' � 18. SINK BASE CABINET,TYP DW .. ' ! . RANGE { o . ' �_1 19. PAINTED GYPSUM BOARD SOFFIT " East 20. PLASTIC LAMINATE COUNTERTOP AND TILE THAN 15 ABOVE FINISHED FLOOR. ® 13 �,; ® `� ,�� - 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR �` ` ` , , r - J�I \. /' `,,� BACKSPLASH, TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. r '� ,, 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominiums 4A R.- 11/47- 1 3/41, 4B j 2'-0" L 2'-6" I_ 4C L 2'-3" L 2'-0" 2'-6" 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE1.5 GPM FAUCET AERATORS. 1 VERIFY^ "I` ^ ^ 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE W/MFR -1r-0" ^VERIFYW/MF �1'-0" W/MFR 24. SATANDARD BASE CABINET WITH DRAWER S)&JUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, 1 SW Roy Rogers Rd. ADJUSTABLE SHELF { SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 LOCATIONS. g 4 UNIT 1 .4 TYPE B KITCHEN ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.18 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS CEILING PLAN LEGEND 20. SEE STRAP DETAIL 4/ATION FOR WATER HEATER Northwest 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, Q , • \ O O O O DROPPED SOFFIT @ 8'-0" UNO -OPTION1004.11.3.1 B- 1 TOILET SHALL COMPLY W/ Suite 510 (� ,..si ,k) �- +X'-XX" DROPPED SOFFIT CEILING HEIGHT 1004.11.3.2 Vancouver, WA 98660 ( 9 ) \ MIRROR /r © © Oi 6 O - - - VENTILATION PATH .:r. / L _ - - - - - i E - - - ] E : 1 1 1 /„...1:, _ � 1 4 I 40) L _ ____ , . a . , i ii) T----.. )- ' / ID i. ----14--I' 3A 3B 3C 3D 3 UNIT 1 .4 TYPE B BATHROOM ELEVATIONS A5.18 SCALE: 1/4"= 1'-0" a co9. o 5 rr. N ` r F 1011% N I I ii3I 372 co 1 'I BRIAN R.FLEET LR r4 .a; I. 9'- 111/4" E 5'-0" 2'- 101/2" ,, / 5 ♦ I - t- s 1-- -" • / /)Z/17 • 's'••' , , : . II6 %RUM,OR •" I I 11 b 2'-6" h.1.' r T- REFR B 1 I I '"°` r � " p - 1 ;!, , ^ r ..I:ir, • i s •,: ';:. J ' i4C M�.----�' ---h= I rr... - - _ r . . , I: I . c1 BATH M +7 0" i i +8'-0"':. vkr 1 1 �� --- - r� 3i A5.18 B :.t.::.' _- A5.18 I ,N IUnit Plan - 1 .4 t I It. -1 IL I rI �� = I I ' I KITCHEN N Type B 1 r a II -_.,-_.__- -- \D.! . ELEC. :I.t:.._• -� - " -~_~- �- J �! PANEL g.i1 I I i DW > F2 , i--\ El IrNi . :+' ! ` +8'-0" 1 LAU uDRY 6'-6 1/2" M _r Alik cOI "1i.' '• .H1. .. A8.12 co 1 I 7'-5" 2X6 • ___ ` r : ) .:_}:� r'- •-) 24B = : I IVE'. 5'- 10 314" h u. t, \\:4:1,•:::t::, LIVING/DINING 24B-----• BEDROOM 0 , # Date Description 1'-S'�. . `.••. Revisions v -. . tj ' .i] I`- V 4 I 4 41 1 .�a January 12,2017 U _I Date m .11 • ..- t- ,.., . SB, DG, NE 16 ' '{I:'.!: PTHC '• :.'.N"r l: "• B2 PATIOIBALCONY Designed By w DG, NE, NM °ti ! r = Drawn By 6' ! IT1 KJ -(7,1- ILliii El 0 12 Li D i J I Checked By EXHAUST 17857 aProject Number c .y x E a� A5 . 1 8 m 2UNIT t4 TYPE B REFLECTED CEILING PLAN 1 UNIT 1 .4 TYPE B FLOOR PLAN o , Sheet Number ci A5.18 SCALE: 1/4"= 1'-0" A5.18 SCALE: 114"= 1'-0" Copyright 2016 c0 it if this drawing is less than 24"x 36",it has i been reduced. Scale accordingly. N r2 ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR o a 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. - SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 1 A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION.11. Phone 503.287.6825 0 - 0 0 Q 0 6 ) ( 6 ) \ 0 12. LINEN CLOSET W/REMOVABLE SHELVES RANGE HOOD UNIT WITH WALL CONTROL 8. SEE 171 A8.11 &181 A8.11 FOR TUB/SHOWER Fax 503.415.2304 © IL. © © 0 16� 13. 4" I MDF BASE(CONTINUOUS BEHIND ENCLOSUREE3/A8. DETAIL PIT WALL& SET R.ROD / 9. SEE 3!A8.12 FOR TYPICAL CLOSET R O --.- I � O _ / © APPLIANCE)WHERE APPLICABLE 10. SEE 13//A8.SHELF 11 &14/A8.11 FOR TYPICAL RATED -46- V 14. OPEN SHELVING WALL INTERSECTION DETAILS. _ MIRROR \ 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, o /ir) - \ HOOD CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace P '� _ _ _ _ 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" HIGH MAXIMUM ABOVE FINISH FLOOR. - - - - \ - - - BACKSPLASH AND SIDESPLASH ELECTRICAL, TELECOMMUNICATION ,. / 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) 1 �` y �' 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER East E, '- -' I 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. _� \ _ r 8 F 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR ® - - Li @ _ _ 13 13 BACKSPLASH, TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. 'N- _ I y / - `► 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominium s 4A " 1' 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. ., 2 -3 �, 4� 4C 4D 23. STANDARD WALL CABINET WITH (2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ---1'-0" --1'-0" ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 2.2 BATHROOM 2 ELEVATIONS 25. COUNT COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.21 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 41 A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest 21. TYPE B UNITS W/2 BATHROOMS: 4 0 O � \ 0 0 ® ® 19 ® ® � -OPTION04A-ALL TOILETS SHALL COMPLY WI 703 Broadway Street, U " �^ -OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 0 © © 1 s ? ,- �;�� ® _ y_ ® 1004.11.3.2 Vancouver, WA 98660 06) ID IN el MIRROR O �, N =��-=��- , I',i ,�-:' 24 20 I �--;�' OPEN TO , (71-6) CEILING PLAN LEGEND \ \. ----....,cH____T , • ' _� �j .U, �� ��, LIVING/DINING ID - - - -�J \ • ` - - J �I pu / ..: DROPPED SOFFIT @ 8'-0" UNO 42) .a \ r r �, �28� \ � I nJn I\ f 1\ ��\ - .�. ® '� i / b .I �'^� '1 0. .'l i +)C`-XX" DROPPED SOFFIT CEILING HEIGHT nip Il 8 _ RANGEti- ' '.1 -1.- .. �_�_ • ' E- REFR DW \�- / ,' VENTILATION PATH ._ \ / -Aligmh-,. HMI iii- LI k L J _ i 3A 2'-3" r-3" ,, 3B I 3C 3D 5A ,1,1 -9" , 2 -6" 11'-6.1- 5B L 2'-3" 2'-6" 5C Lz'-0".1, 3'-0" .k �' �1'-0" �1'-0" VERIFY �f 1 112" VERIFY 1 1/2" ` W/MFR W/MFR WI FIR `1'-0" WI MFR 3 UNIT 2.2 BATHROOM 1 ELEVATIONS 5 UNIT 2.2 KITCHEN ELEVATIONS A5.21 SCALE: 1/4"= 1-0" A5.21 SCALE: 1/4"= 1'-0" • co cD • •S r N , 8'- 10 1/4" 5'-2 112" 7'- 11 114" 4'- 11 213/256" ` 3'-7 1/2" '�. �'"r } 1°(% q I I „, N31 20 o • BRIAN R.F�. i~l I T I • O. I I i - - .--. •:�,.._ �" 7:_:11t':".t: .{I�. ,;�• -•� ,�- `; ' 1 '�-� ; c�> / doI 1 I %)RTLAND, DR 1 I El r__�I -_J - - - . '4' I � im L-4A f'T r' _ REFR /'� tf D9BATH_t_, �./t Z n B1 � I I _ A- _ 3B -- '.,; I Y� I ;; '' = F I �' f-1 . I 1 F�2 I C1 A5 21 B EXHAUST M � i:0' E i ,1 � ;r- I I -�--- I I wro 1 1,' ti: --- CLOSET I r �, r I , a I r I K. A5.21 3C, r I ` A5.21 I - - •��' KITCHEN �i���• Unit Plan 2.2 •a�,: -n � � U a • •�• BATH 2 i \ e• .. -I I I I °14 r _ _ _ Ir -1 I I rig ...._..i- b X11 i I 1 L l11: ` ' - r I - ---e : 3D I . S i y I I i , • • CLOSET fi� - -•----,-.#�iTCHEN 1 E SV CPT - I_ `_-..._. :._I i o Y - -0 C1 3 D1 i - i I i-- ic) ilii24 i 31 Q2 i IfA -' ,,.. .. .. ., ......,.. _. ..•, .. . ,.• •,•..•.• •..„ ` 4, , IS I I 1 1 � I OW1 A,1 C1 ,J 8 -3314 a - r /F2 ` � CS c ' " U ELEC. co a --a/f N.../' PANEL 1 U u a Clse co I C _ 3'-71/4" 5'-43/4" BEDROOM 2 E ' e -i'-6314" z 10'- 10" 0 LLI BEDROOM LIVING/DINING LIVING/DINING U m # Date Description BEDROOM 2 Revisions BEDROOM 1January 12, 2017 - U PTAC I F' JU 14--- Date f0 43 ;.,, BB, DG, NE il Designed By -ce4 I� 4 4 I PATIO/BALCONY (B2 PATIO/BALCONY DG, NE, NM a. I-7 I 11 I Drawn By 11 it) II c0 I J1 dn.! KJ -"u-i'- 0 0 _El 01 Checked By d 41'-4 1/4" 17857 o Project Number w Y NA521 D 2 UNIT 2.2 REFLECTED CEILING PLAN 1 UNIT 2.2 FLOOR PLAN Sheet Numbei 6 A5.21 SCALE: 1/4"= 1'-0" A5.21 SCALE: 1/4"= 1'-0" Copyright 2016 If this drawing is less than 24"x 36 it has S. been reduced. Scale accordingly. a CL ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FORo a . 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, MN 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD 'IMO UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6825 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 4 / O 0 O O 0 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD 5 N 1 • / ( 2 ) © , © © 13. 4"MDF BASE (CONTINUOUS BEHIND SHELF DETAIL. APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED © © 0 \' Ea 14. OPEN SHELVING WALL INTERSECTION DETAILS. IRROR © ` 4 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, 11E1 4D HOOD CONTROLS, AND OTHER CONTROLS SHALL BE River Terrace r------,-- z_.=,_ _ ., 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" HIGH MAXIMUM ABOVE FINISH FLOOR. \ BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION I. >J - -_ - __ _ J)I4 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) s. CD L E - C T .- 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER East NISHED FLOOR. 13% r b ® ® ill ® _ 19. PAINTED GYPSUM ARD SOFFIT 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 21 A8.11 FOR THAN 15"ABOVE (TYPICAL BI PASS DOOR ` lil N __- I raw it BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD.. I - ��`M _ _ i. .._. -, -I 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 4'-0 3/4" 4C 4DSHALL HAVE 1.5 GPM FAUCET AERATORS. Condominiums 4A ,�. "� 4B 22. STANDARD WALL CABINET WITH NO SHELVES 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE 23. STANDARD E SHELVESL CABINET WITH(2) AREAS TO BE REINFORCED FOR GRAB BARS, SW RoyRogers Rd. ADJUSTABLE 9 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 2.2 TYPE A BATHROOM 2 ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.22 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest 21. TYPE B UNITS W/2 BATHROOMS: ID O O O OO O ® ® ® ® -OPTION A-ALL TOILETS SHALL COMPLY WI 1004.11.3.1 703 Broadway Street, -OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 © © ©m - U ® \::::c.'N- -,1- �? ® �. ,-_ f_1 © 1004.11.3.2Vancouver, WA 98660 10, 4D \� SHELVESI - �� y/ Q �, _�' � ® '''./� III- 11 314" 3'-0" MIRROR .Ar�.p \ p N � ; -;� �,`- -�-= oPEN To CEILING PLAN LEGENDIli I 5 iDID OI 10 , IL. �� .©. DINING/LIVING�, SHELVES I I � d N _ %A I r� _ - U . n i�,NN - I I :�a 1 `l' �� - J - \ - - - - , I 24 I I" n f @ DROPPED SOFFIT @ 8'-0" UNO I ----- --',------1 y ea __� +X'XX" DROPPED SOFFIT CEILING HEIGHT az - - - - 6 n t \ - / s '� RANGE I 7'1j- ® -17.41 L _ _ J ® C ,c, ____ ® \ . .` �� - .` 41) r Fcl,- Li �\ ��- OW .' . - VENTILATION PATH . � . . RE=R 3A 3B 3C '-4, 5'-73/4" . cr 3D r 5A 4 z-6" 5B 4, 30"MIN 2' 6" " L VERIFY VERIFY VERIFY' WI MFR WI MFR W/MFR 3 UNIT 2.2 TYPE A BATHROOM 1 ELEVATIONS 5 UNIT 2.2 TYPE A KITCHEN ELEVATIONS A5.22 SCALE: 1/4"= 1'-0" A5.22 SCALE: 1/4"= 1'-O" id 66 -t0 OD " 41'-8 3!4" L 13'-10" r 8'-4" 4'-10" 3'- 11 1/2" t i 'i e i / N '? 2'-10" �, 2'-6" 3'-0" I �, 0 0 1�'s• - ' 372 1 T f... TmBRIAN RI I LI:I: ER tel i I 15 I I . d .' I1 I '�-_ I SHELF 1 I . I - .,_1 F- i I I ,.--- 2,-. 1 r 5,�i/I7 ` :` = _ i • c ---- �- - - _ I - I 1 I PORTLAND,OR r - I ! r •��:�: . :�::�� MASTER ATH r I I REFR � FFF1[. i i I � I R 1lT 5By- •4• / - 1_8 0 ! I C1 �- -EXHAUST � �4 22CLOSA51�• ET'�A�IAS1•�R'-BA -�-' A5.22 3C ■ I "`. f - - - � 24 i - I .= I , I -I i f I T BATHROOM , I /I CC _ _ T �� _ - Unit Plan 2.2 I I OF 0 � r � I I , ..,... 4C 6 TH i�r KITCHEN L- _ --- � ' r.` sc , I I I -. . - a a-.)), Type A I " F t ' KITCHEN n � ivyp :_ '' +8 -p o _ C _8'CLR _ _ - 3 t_� .--- --- I�¢ e " , r E +B'-o' •:>: CLOSET _=-_ - __� ._..__ _._..I o `! r I , CO O , 1 1 o I -. 1 r . xLo �. I I P' �`► 2Xo I F 1 - .�. _�� - 2 1 Iiii�i . c'.) c U ELEC. I N I f U �/ I i V /i I `� PANEL - .[\ o / I _ 1 .7 -4 coT� 1 I i Cl 114" 4'-4 314" a LIVING/DINING BEDROOM _ --_.__ `, 24B-� � MASTER BEDROOM MASTER BEDROOM LIVING/DINING BEDROOM u.l p - 2 04.27.17 Plan Check Responses U �\ # Date Description m cr) `� Revisions II rl k I. ,` January 12,2017 m T /` PTHC 1 Date °�' - BB, DG, NE i- Designed By i:e - O O B2 DG, NE, NM 17 � By1 1 Drawn un dl l� df ��_____ 1 ❑ U. f O lio l 0 KJ �' Checked By c m 1 17857 U O p Project Number 6 m N I5 22 D 2 UNIT 2.2 TYPE A REFLECTED CEILING PLAN 1 UNIT 2.2 TYPE A FLOOR PLAN A5S U Sheet Number '6 A5.22 SCALE: 1/4"= 1'-0" A5.22 SCALE: 1/4"= 1'-0" Copyright 2016© iL If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. a> CC ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT o a 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. ''• . SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 201A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45"iN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD • UNITS), PROVIDE BLOCKING UNLESS OTHERWISE.NOTED. - 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Phone 503,287.6825 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 0 0 00 0 11. LINEN CLOSET W/REMOVABLE SHELVES 12. RANGE HOOD UNIT WITH WALL CONTROL 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER ENCLOSURE DETAIL AT WALL&FLOOR. Fax 503.415.2304 1131 SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD 13. 4"MDF BASE (CONTINUOUS BEHIND SHELF DETAIL. © --.-- s� � / / \CO © APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED __) Q 14. OPEN SHELVING WALL INTERSECTION DETAILS. MIRRO" 0 / 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, 1 a HOOD CONTROLS,AND OTHER CONTROLS SHALL BE 1 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. River Terrace ' 16) _ _ _ /" �_ _ n BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION • -k- Li 17. VANITY DRAWER UNIT CABINET nY -, # _ I - \' �+ SINK TYP RECEPTACLES ON WALL SHALL BE NO LOWER 7c ,�- 0 19. PAINTBED GY SUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. East 13) - o f ,,f1-, - (13) - N ! 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL Bi-PASS DOOR ` ivL JBACKSPLASH, TYP HEAD DETAIL,AND 31 A8.11 FOR Bi-FOLD. �` "` � \ - - 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Condominiums 4A 14,_31" 2'-3" ,'-3, 4B 4C 4D 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE UNIT 2.3 BATHROOM 2 ELEVATIONS OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.24 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest 21. TYPE B UNITS W/2 BATHROOMS: O 0 Q 0 0 O ® ® 23 (22� ® -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, GI 1004.11.3.1 © © © © Q II '� � ® 15)1115 = _ \ - ' ® 1004 1-OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 `` \ \--1 N- - 1 11 Li 2N_N , Vancouver, WA 98660 \t>k gi �X IRRORfp /I 41C, 6 ��--�'-gir - -1.•-•" 13. ``,.�; ,=4, I , ,- �24, CEILING PLAN LEGEND / �� f 28 i �� DROPPED SOFFIT @ 8'-0" UNO o I k:.);,, / p ,'te r'`. .'��I . �� �'41\ //r nom`, RANGE= `� TR +x-XX" :::::IL1N0HEHT IG ® �, I L _ _ J .ci` , ® _ !3 13 .'� \\\ !'� �`. .' �- �. / - - - - - r-i 3A �' 2 _3" •I 3B I 3C I 3D 5A I. 3'-°" Jr, 2'-9" �, 2'-0"4 7-3' 4, 5B )T 2'-6" 2'-6" 2'-8' 2'-6" �1'-0" VERIFY VERIFY 2„VERIFY W/MFR W/MFR W/MFR • 3 UNIT 2.3 BATHROOM 1 ELEVATIONS UNIT 2.3 KITCHEN ELEVATIONS A5.24 SCALE: 1/4"= 1'-0"• • A5.24 SCALE: 1/4"= 1'-0" A5.30 A5.30 M I. 12'-3" 111 1 f- ,F? ,- C 1/4 % 1 I P ll' 1 li le) 1 -air - , m-- 4 .. •":I=`_ ',';<' EXHAUST 4A • Iiii ::. B :_:. 6' 2 1/2" g'-2 11 4'-4 3/4" BRIAN FLEENER A �, ���' 2^ ,T ❑ ::::':,,i... A5.24 i r r,.••. ::° 9314" LEE I"R "" ; V, r ' 4� 1 nC1to--24A ul a . .. . -;;;,....::.:,. ;:,....,•,.....,:..:.,,., '_. .1 /-\ 4c N I�ORTLAI D,OR OF 0 -,:=;•-::.,,:r.7- :t• , +8'-0" ° BATH 1 cn , K,..______Di 0 1 _' _.:r' - nO 3B I ' .�._.F2 r; BEDROOM Unit Plan 2.3 : CL ! C1 --- . Inw a \ -- - - - '•. '_ a, 3A A5.24+ C i r,(( ^ I ,GA. iiii soma E r , " ' _- 3D k 5 -0112 �' i,- 1 T-11" ; } (SV CPT3 -5" 4'- 10 3/4" 24B Nc -li2'-43/4" .- CLOSET 0. 7 ELEC. I- �� iv �_ 24 J. ....PANEL a. I _1 I E a [ U ____1:,,, E2 1 # U FRi V PTAC i C u_ w ._•��• � 11'- 11" 1` � �� r� .� i LIVING/DINING d m ,, i KI1CHEN # Date Description _......_...-.._.__._._.. Ai- Revisions i s-1� °" 0 Q ; <SV CPT , 5: A5.24 m .,�- ^ BEDR M January 12,2017 7 Date O 5A L 1 1 i ��� . .. . . . .B3 BB, DG, NE }.- ;12.' I t ; m ,J-1., ---I : ; I Designed By a 1-: - --r i--- i '-----1 PATIO/BALCONY ri :y _ _ - ---�, DW ji, In Drawn By L. NM � 0 01 _1 ., co Checked By E EXHAUST p 0 0 � 0 0 17857 rz Project Number c a) ES m D 2 UNIT 2.3 REFLECTED CEILING PLAN 1 UNIT 2.3 FLOOR PLAN A5 i 24 Uiii • Sheet Number A5.24 SCALE: 1/4"= 1'-0" A5.24 SCALE: 1/4"= 1'-0" Copyright 2016 IE If this drawing is less than 24"x 36",it has S. O been reduced. Scale accordingly. CC ELEVATION KEYNOTES UNIT PLAN NOTES . 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT o a 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. ,, SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. • 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone I.-, 503.287.6825 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 12. RANGE HOOD UNIT WITH WALL CONTROL O - O O 0 O O SWITCH ENCLOSURE DETAIL AT WALL&FLOOR. © - 13. 4"MDF BASE(CONTINUOUS BEHIND 9• SEE 31 A8.12 FOR TYPICAL CLOSET ROD O ID O . ( 2 J © SHELF DETAIL. i� / • H APPLIANCE)WHERE APPLICABLE 10. SEE 131 A8.11 &141 A8.11 FOR TYPICAL RATED © 0 U © 14. OPEN SHELVING WALL INTERSECTION DETAILS. MIRRO' - 15. MICROWAVE WITH BUILT-1N RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, r O / ( 3 Q 1 HOOD CONTROLS, AND OTHER CONTROLS SHALL BE ! 1 _ _ 'i •,/ r� _ 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" HIGH MAXIMUM ABOVE FINISH FLOOR. River Terrace ` T / _ _ _- ELECTRICAL, TELECOMMUNICATION BACKSPLASH AND SIDESPLASH • \ 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) C- - -1-1-:IT-.. s...- , . 41,.-== 9 ` C - - - C - - - 18. SINK BASE CABINET, TYP 1 I 11 /_ P RECEPTACLES ON WALL SHALL BE NO LOWER J L JCS ,�j f-�\ _ C : I - 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. East w-< _ 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL 8I-PASS DOOR 13 . M ,J �i 13 - ` 1 ® BACKSPLASH,TYP HEAD DETAIL,AND 31 A8.11 FOR 81-FOLD.\ 0 13. ALLFAUCETTOHAVELEVERHANDLESAND Condominiums 4A I. I. 3''0" L 4B 4C 4D 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. 1'-0"J ^ ^ ��1'-0" 23. STANDARD WALL CABINET WITH (2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 4 UNIT 2.3 TYPE BATHROOM 2 ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.25 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NEPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. • AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 171A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 41A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest 21. TYPE B UNITS W/2 BATHROOMS: ® 4D ® ® ® ® -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 BroadwayStreet, 0 0 0 O 0 0 L -J 19 -OPT ON 8- 1 TOILET SHALL COMPLY W/ Suite 510 © © © ©=hi / 15 I \ O ( 6 ) O ® ®. �7 __ , , I 1004.11.3.2 Vancouver, WA 98660 ID y ID ID \ 4/ (16) , I IRROR -- - �� �-- -�,� - A. ,,--, 1=1 /. CEILING PLAN LEGEND ,, /illw --(-(1111)2184)) is . �• C28 '�- [ - - - 1 - - D C - _ - 1 ,/ _.._..� n il n O" r i f 8 ;-� Ig , „� J� I�r ' 4 DROPPED SOFFIT @ 8'-0"UNO - C _ _ _ • �1 r, `e / b �I 1' fll��` +X'-XX" DROPPED SOFFIT CEILING HEIGHT - K1[1: �' (13) ® / ® ® o F\ - ✓, \._ in ;' `/ RANG \� - `/ R►FR' r L - - J 1 / M `. ,' `. / �. -. VENTILATION PATH 3A �, 2'-3" 3B 3C 3D 5A y 3'-0" ,, r-s" ,2 -o" z'-3" 5B r ,_ " " " " 2 6 2 6 2 6 2 6 1'-0" R « W/MFR VERIFY 2.-7VERIFY�' WI MFR W/MFR 3 UNIT 2.3 TYPE BATHROOM 1 ELEVATIONS 5 UNIT 2.3 TYPE KITCHEN ELEVATIONS A5.25 SCALE: 1/4" = 1'-0" A5.25 SCALE: 1/4"= 1-0" 2 a ,, 12'-3" 1. dr 14n - al N ,(''. I EXHAUST L4A ! _iii ii THh 3720 co ' " ,_ " t Cl 24A a BRIAN R.FLEENER •.....•.::,:t •••,.•.:•.•:.:.. ;�` 6 -0314 4 114 _ 4 43/4 4. A5.251 15 . • ' • if(Z117 CL ---- --.._.--- ---- 4 r - - N - C ,'� aC,i;`'r' I�0l4TLAID,OR • , ., _ T - WH -r I 0 +8'-0' BATH 1 } \: > D1 r f } D1\ i7 I ■ , : ,; - �g i - ; CLOSET T BEDROOM Unit Plan 2.3 - +8 0 b�' r- -- i, � D I IZ 1 C1 ., 4AI--� I Type • ... ........., 0 ' ` 0 .___.....1._ __... : __ 0 rr F3D14'-8314" 4.20I 4:< 3 i C1k 3'-8112"' 24Bi• ---- 246 • z � ` I - 103 C N CLOSET - 4314 r-. �` , ~ Q cv Net 31 0 I 4. U co{ E2 > I ELEC. U' PTAC 8'-3"; CZ U' I 1 PANEL I .f v - 'EFRI , t - I I i _ .. .__ _. i ^- ai, Cl _ I r I LIVING/DINING u_ 1 •: I I J w 11'- 11" I ' 1 U :,..k:;. I i� 1 AA- co � # Date Description c 1'-0" _,..)10 10 (SV CPT) Revisions f''. t�T 5B • BEDROOM as ., ': - +T-0' January 12, 2017 PP KITCHEN T T Date 1 I I 5A 0 0 C ;.:.l,: I I ; J I 1 H 11..' 1 1 i i 1 B3 I BB, DG, NE __J 1I I i�-- PATIOIBALCONY Designed By Ll •',i'': I , I , 1 I L4___I o I, L Drawn $y Checked By EXHAUST CI j D L 17857 oProject Number c m 2 UNIT 2.3 TYPE B REFLECTED CEILING PLAN 1 UNIT 2.3 TYPE B FLOOR PLAN OPTION A - BOTH BATHROOMS. COMPLY W/ 1004.11.3.2 A5 • 25 USheet Number ai A5.25 SCALE: 1/4"= 1-0" A5.25 SCALE: 1/4"= 1-0" Copyright 2016 ii If this drawing is less than 24"x 36",It has V been reduced. Scale accordingly. C(2 ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT o a 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 4. LIGHT FIXTURE CENTERED OVER MIRROR 2• SEE BUILDING PLANS FOR EXTERIOR WALL, WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 201 A8.11 FOR TYPICAL SOFFIT DETAIL. =u = a,--- 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD ;V' UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.1181 UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 1A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone 503.287.6825 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 171 A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 Q p 0 oo CI 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. © © ©© SWITCH 9 SSEE 3 HELF/DETAIL�OR TYPICAL CLOSET ROD 13. 4"MDF BASE(CONTINUOUS BEHIND APPLI16 p \, 14. OPEN SHELV NG CE)WHERE APPLICABLE 10. WALL INTERSECTION DETAI S PICAL RATED IRROR 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, \ HOOD ENVIRONMENTAL CONTROLS,AND M ABO CONTROLS SHALL BE River Terrace I EN 3 - -a_ �, _ _ 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. t L j 4 - - � ---� 17. VANITY DRAWER BACKSPLASH ANDSI ESPLASH CABINET ELECTRICAL,TELECOMMUNICATION - • 18. SINK BASE CABINET,TYP (TELEPHONE/TELEVISION OUTLETS) NISHED FLOOR. i o T ¢ 19. PAINTED GYPSUM BOARD SOFFIT RECEPTACLES ON WALL SHALL BE NO LOWER East ® - ®® / 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SETHAN /A8.115" 610FOR VE ITYP CAL BI PASS DOOR - - f N BACKSPLASH, TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. J . , �/ _ 21. PLASTIC LAMINATE BAR TOP RS. Condminiums r 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 4A 4 L L 2'-3" ,� 4C 4D 23. STANDARD WALL CABINET WITH (2) 14. ALL SURROUNDS SHALL BE FLAT WITUCET HIN N THE ' moi'-0" ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. 4 UNIT 2.4 BATHROOM 2 ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.26 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NEPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest ® ID 21. TYPE B UNITS W/2 BATHROOMS: Q Q Q 0 Q 0 15 ® ® ® 1004 11.3.1A-ALL TOILETS SHALL COMPLY WI 703 Broadway Street, o ® ^\ 1 =-, 1 - _+\ �_ 24 10 ;Of 36-1 TOILET SHALL COMPLY Wl Suite 510 © © © O / .,„,/i� © .-� ® ® „4. .` _ II _ (14_ , ..1,_ Ili�� �-C ) Vancouver, WA 98660 , _, __ _/__ \i, CD 6 )- \ 1 J MIRRO' o p / .\T�._ _ r (18)(g)--a. 18) 28 ,1'" li.; ��-%� `U/ �� _ 16 I `i l' CEILING PLAN LEGEND • .i.,4 i i\ -13-' 1-1- --,- I . r / 1 --(24 1 ,1. - �;_ i \ - - rt!<o �'o- �F 20 '' , �- T - DROPPED SOFFIT @$'-0" UNO ...._w_14., 4 - ��` - \ _'��_�_�`_ '�II�'� 1: '�BN` RANGE /� �`. RkFR +X'-XX" DROPPED SOFFIT CEILING HEIGHT `N L _ _ _f_ �`` ------------- \----' `rOW - _ - - - VENTILATION PATH 11` r r L 3'-0" L 2'-9" 2'-0" 2'-3" I. 2'-6" 2'-6" L 2'-6" 2'-6" 3A j-33 2'-3" '- 3, � 3B 3C 3D 5Q JrVERIF 5B VERFIY' 2" VERFIY W/MFR W/MFR W/MFR 3 UNIT 2.4 BATHROOM 'I ELEVATIONS , 5 UNIT 2.4 KITCHEN ELEVATIONS A5.26 SCALE: 1/4"= 1'-0" A5.26 SCALE 1/4"= 1'-0" M Q EXHAUST pi io -11 I� I ¶<- - - �` N PATIO/BALCONY -)}: k 51 k 51 PATIO/BALCONY - i f DW I L I--�j-- Sr} • • • 1*~' , 1y , J • iii �.: ' !-€-J ---j -I-_ 3720 �,F,' I I 1 BRIAN R.FLEENERA rc %"'C: B3 , , BEDROOM 2 I- 75 I I V-0" .11= 1 ' - A5.26 5B r I • lf�i / 7 • - • o oI� ,o � ITA� .. _, 0 • OF 0 +71 ' 0" -\- BEDROOM 2 KITCHEN �` TF KITCHEN Ik-i- , r CPT SV I o 311 ELEC. Unit Plan 2.4 I-^ �_ L- PANEL PTAC REFR \ n , n t- 1-1 } 4 o LIVING/DINING , E I • co I, 1 c�i m E2 CO LIVING/DINING0. '-43/4" N .. C -fir co III Li p r ,, 14'- 101/4" )4 '- 103/4" ) 3'- 41/2" i. r - Cl 4D 24A ---- (DI I I maw Z�.v ?X.6 I -- _.-. .... r ra 4 A5.26 •B Ci) 4 IrL Ur 1= _ .1 _ • .4 .130-ii 2 " ;. ' Cl CLOSET D C �� :c • .t:. +8' - 0" .,•' '.1 ,.• BEDROOM 1 • ® _ .. ! 4A - w - CLOSET w :. _ .: r \1 ' BATH v I: �a. w ;i 61 �` a i- i ' # Date Description - ... . , - F+ l.. ' I' i t. --- WH Revisions 5 �, I y kF ! `. 6 , . ,,. ,.�_ u January ,Ivi' '' m 9F BEDROOM 1 • ' cTh Ja ry 12. 2017 --- Date A1:' r C1 I i 2' 8" 5'_5" m .- I A5.26 3B BB, DG, NE «r Jr. 43 Ab ':1 ( .BA FI ' 244- ' BATHA By ,:>: `.,! I ,'}.:, � Designed rai ;:•�-; Y :r�;�-. �:` ~. `, �:;,; `r ' '>- `y o -i 3A DG, NE, NM CL EXHAUST �� :: : - -� .. - : :4 .::":`_ : -- . . �__-___ , =� :=- I I Drawn By co ....," I KJ c -4' 10'-7 1/2" Checked By 1 17857 U gO Project Number a� N d ' 26 m 2 UNIT 2.4 REFLECTED CEILING PLAN 1 UNIT 2.4 FLOOR PLAN Sheet NumbA5er A5.26 SCALE: 1/4"= 1'-0" A5.26 SCALE: 1/4"= 1'-0" Copyright 2016© it It this drawing is less than 24"x 36",it has 5 been reduced. Scale accordingly. cp ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 0 a 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION Otak Architects, Inc 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11.11 /A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Aye, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone 503.Z$7.6$25 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 ( 1) ( 4 ) 0 0 0 0 12. RANGE HOOD UNIT WITH WALL CONTROL SWITCH ENCLOSURE DETAIL AT WALL&FLOOR. / 9. SEE 3IA8.12 FOR TYPICAL CLOSET ROD (p \ i / /Q ( O © © 13. 4" MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. / f- / \ 16) © \\*Isr--- - QNik 14. OPEN SHELVING WHEREAPPLIANCE) APPLICABLE 10 SEETYPICAL RATED WALL\ A: INTERSECTION DETAILS.= MIRRO0 (16 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, HOOD CONTROLS,AND OTHER CONTROLS SHALL BE 0 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48" HIGH MAXIMUM ABOVE FINISH FLOOR. River Terrace -" J _ _ _ J L _ _ J BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION _.} 0 - 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) `mss ,--'1 18. SINK BASE CABINET,TYP a o c= ,jj, J' \ 19. PAINTED GYPSUM BOARD SOFFIT THAN15"RECEPTACLESBOFINISHED WALL FLOOR. NO LOWER East THAN 15 ABOVE 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR 131.4 - ® _ (13) �� _ J ® BACKSPLASH,TYP HEAD DETAIL,AND 31A8.11 FOR BI-FOLD. ' C / ,'�► (, . \ -�- r �� L - - - 13. ALL FAUCETS TO HAVE LEVER HANDLES AND \ 21. PLASTIC LAMINATE BAR TOP Condom�nlums r r r 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A 2'-3" 4B 4C 4D 23. STANDARD WALL CABINET WITH (2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE "1 �-1'-0" ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, AlSRoy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. g 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE 4 UNIT 2.5 BATHROOM 2 ELEVATIONS OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.28 SCALE: 1/4" = 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. ° 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, U \ 0 0 - ( 1 ) 0 0 0 - / ( 7) ® 0 0 ID 0 ® 0 1004.11.3.1 -OPTION B- 1 TOILET SHALL COMPLY W/ Suite 510 0 (:1_..)6p , ( 2 ) 0 0 , I_ - ® (23) -.,- -_\ - 1 , , ® 1004.11.3.2 Vancouver, WA 98660 ` -1114144:-�' . G 4042, ( ,5} I _ , . �_ ® OPEN TO (1s) \___, - II (16) DINtNGILIVING = Y-1,- /18 ,� i -- I - .,, c_.____/:_i;0:7_,.. -� N CEILING PLAN LEGEND f tD ) r - Z ' CV a /" ,Aller 0 (24) 'NIT \ _� 0 u ry' DROPPED SOFFIT @ 8'-0" UNO _ 1\ r_ 1 _ nAn I r ),0 / "�• +X'-XX" DROPPED SOFFIT CEILING HEIGHT ` � \ j REFR - -� � • --� ® • . EN `\b. - \\ (13) 1 - ® \, L - ® -� p, -._ - Lr _ -I-- `n VENTILATION PATH I 3A 2'-3" L 2'-3" 3B 3C 3D 1 5A I. 2'_6" 2,-3" ,� 5B _.,1.1'-6d, 2'-s" 1'-9" 5C ;-0" 3'-0" , 2'-0" �' ir "I ", "I' '' VERIFY' VERIFY ��.s 3/4" VERIFY 2" W/MFR W/MFR W/MFR 3 UNIT 2.5 BATHROOM 1 ELEVATIONS 5 UNIT 2.5 KITCHEN ELEVATIONS A5.28 SCALE: 114" = 1'-0" A5.28 SCALE: 1/4"= 14-0" a O N n 3720 BRIAN R.FL ENER 0 . • tills/ 17 • Tr1-1-1 I=ORTLANDoR EXHAUST _ III' IrAc s2 PATIO/BALCONY OF Q :11:::: :......,ti-ji.;: .i: I.•v• Unit Plan 2.5 "t.. .1' ,.'#: BEDROOM 2 .t.' ,�.. .,.rF: -� f'>i.. LIVING/DINING ii :t 4'.1:.:i:‘:.7` +8' a., 3: 24AI -f '3'.. :Pr%)° BEDROOM 1 ELEC. •, ,•I`•{: CEILING PLAN LEGEND ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR0 a 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT DROPPED SOFFIT @ 81-0" UNO 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. - SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, +X'-XX" DROPPED SOFFIT CEILING HEIGHT 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. - - - VENTILATION PATH 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 1 A8.11& UNDER CABINET. SEE 41A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. Phone 503.287.6825 11. LINEN CLOSET W/REMOVABLE SHELVES Fax 503.415.2304 -( g ) 12. RANGE HOOD UNIT WITH WALL CONTROL 8. SEE 171 URE &DETAIL A 11 FOR FLOOR.© 0 O 0 `- 0SWITCH ENCLOSURE AT WALL& FLOOR- 2 • 13. 4"MDF BASE(CONTINUOUS BEHIND 9. SHELF SEE 31 A8.12 FOR TYPICAL CLOSET ROD 16 © ETAIL. I © \ „ \ 0 v © APPLIANCE)WHERE APPLICABLE 10. SEE 13/DA8 11 &141 A8.11 FOR TYPICAL RATED ID , ' 1/ 14. OPEN SHELVING WALL INTERSECTION DETAILS. ROR / N 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST HOOD 11. LIGHT SWITCHES, ENVIRONMENTAL, 16. PLASTIC LAMINATE COUNTERTOP WITH 4" CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace N r , I _ -�-'� BACKSPLASH AND SIDESPLASH 48"HIGH MAXIMUM ABOVE FINISH FLOOR. \ ELECTRICAL,TELECOMMUNICATION ‘.. (TELEPHONE/TELEVISION OUTLETS) i \ h 18_ SINK ASE CABINET.TYP CABINET 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR.RECEPTACLES ON WALL SHALL BE NO LOWER East e 8 1320_ PLASTIC LAMINATE COUNTERTOP AND TILE< " >- . ® '� - r t 12. SEE 21A8.11 FOR TYPICAL BI-PASS DOOR- F / 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND HEAD DETAIL AND 31 A8.11 FOR BI-FOLD- • Condominiums 4A _- 3'_0" 9"L_ 4B 4C 4D SHALL HAVE 1.5 GPM FAUCET AERATORS. 22. STANDARD WALL"CABINET WITH NO SHELVES .�' ., 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, SW Roy Rogers Rd. 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT Tigard, OR 97223 ADJUSTABLE SHELF LOCATIONS. 4 UNIT 3.1 BATH ROOM 2 ELEVATIONS . 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.30 SCALE: 114"= v-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NEPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Polygon REQUIREMENTS AT TYPE'A' UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Northwest 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 703 Broadway Street, 1004.11.3.1 -OPTION B-1 TOILET SHALL COMPLY W/ Suite 510 1004.11.3.2 Vancouver, WA 98660 4 0 0 0 0 0 ( 1 )---J 0 ® ® Qi C21> 0 j /1 (23 Et 16)\\ I I _1 \ ! -.` ' -- �_ ,.....-›- -7,- { 15) 0 ® OPEN TO .� .� . /� - / ='1 / 0DINING/LIVING I I y�- ��r 0 1 MIRROR /� • c.l •- -- I I 20 (28 a ", 0 ___••___• �I 0 / c�� ; ��i 'Y 6 1$) _, \Nl ``l lei \\l,ii �� I� I r - N 3 `, ' 24\/ i c -1 \ I S 2$ 1 -IBJ ,i ! Tom ' '' , \� R _ - `. _ - ✓ / C • ® a _ RANGE ' RE -R ),'�• DW ,.2. .. / ., ,•••• . lir ID ID ;7„....._:_ i, 1 ;,./ 1 /f /II-, AN 7,---7V-x-41-\\ // 13f r• • • • ---f- 3A z'-3" Z- r-3" 3B 3C 3D 5A 1,9.1. 2'-6" 2''°" 2'-6" .1._ 56 5C 2'-9• 62'-0" 5D -r 3'-0" , 3'-0" 'I` '' VERIFY 2" VERIFY '7-11'-0" "'W/MF '' .�" W/MFR W/MFR W/MFR 3 UNIT 3.1 BATHROOM 1 ELEVATIONS 5 UNIT 3.1 KITCHEN ELEVATIONS m A5.30 SCALE: 1/4"= 1'-0" A5.30 SCALE: 114"= 1'-0" a M 41P 0 Ci co Et ♦ e- N ,n 372I w BRIAN R.FLEENER A a 0 0 .�j • IllZIii • a EXHAUST ' ! i..�l %70,pRTLAND, OR PATIO/BALCONY PATIO/BALCONY B2 PTAC OF 0 1-777, ® I� 4 i I _. -i , _ 1--' 1:y i Unit Plan 3. 1 .,:: MASTER BEDROOM o ,-1 C) .•�,_. BEDROOM 1 BEDROOM 1 m 0 M a ••a. MASTER BEDROOM BEDROOM 2 F Y LIVING/DINING 6CO ; ra 24AI-40 LIVING/DINING .x BEDROOM 2 l.' ` _ El { :1' �� � .+I;•.I., I r Cl � r ilk. • ;F;.: N 1 n---31-2 114" F •1• U a 5'- 10314" F � 6 24 Cl . F • rL1J� '1,:i, ,. <CPT SV u �. T'0 f I o Fo l I > i t I; :' :•,' • .1 I f k t __ D1 co r'I.; ' ' : ' C 1EM, D N `� = C 1 :evis:te Descri tion -_ + rn ::.- 1ICPT SVp 8 0 rL - �- ' it: =a l ! 1 . , ! I l .:r:: - - 1 5C I _.._.. _ 3D ' s KITCHEN - - 4C = ___ January 12, 2017 y' _-_ rY 1r m _ KITCHEN I a31 rl , ��= • -I _ _- - I Date • • • -t-`r• I 30 3o ;r• r. 1 If ti. I _ _ S: A5 3 SD _ 7 0 D1 I C1 D1 t � --rl 4: •D A5.30 s I .r I - CLOSET j"-: i BB DG NE 1 1 • - �•`I'�°:�• iVDI��'y ELEC. � :���I�I��.�,••���: :EAS -•a- -- �° i < t; _I I1---ail--- Desl ned B_ B - BOX �r5A 9 Y ATH 23B w :1 CLOSET ,A - - S CLOSET �: - 1 - .i� CD0 -I �r� - -T- LAUNDRY - tr D !_ I �;• •' _ DG, NE NM ' wrW 1 =-,.-.:'-''-'t",'_-:.',': _ • REFR - � rn I • a t-`-' 24 Drawn B - - _ .-;.:�• ��::�`� r._ .0. ------ �! 11 :-30 Y o- •` - - - - - _ /BATH it CO I I r� KJ r i �� U -�� , E - - - - c EXHAUST r' Checked By -, 6' 4 112" 10' 9 1!2" T 1314" ,2' 7 112" 5'-0" 11' 1" 4'- 10 112" 17857 o R a .1 0 Project Number 6 cv A5.24 A5 30 n 2 UNIT 3.1 REFLECTED CEILING PLAN 1 UNIT 3.1 FLOOR PLAN Sheet Number a) A5.30 SCALE: 1/4" = 1'-0" A5.30 SCALE: 114"= 11-0" Copyright 2016 ii., If this drawing is less than 24"x 36",it has 5 been reduced. Scale accordingly. CC CEILING PLAN LEGEND o a °;• a;', DROPPED SOFFIT @ 8'-0" UNO +X'-XX" DROPPED SOFFIT CEILING HEIGHT — — — VENTILATION PATH Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 River Terrace . East Condominiums SW Roy Rogers Rd. Tigard, OR 97223 ZA @ZD1111) 0 1_ix i_tr DI Cl) U 1cLi I Polygon - - - �- - - - - .= - -- a �.- - - mm - _- - - _ -- - - Northwest I 11- 703 Broadway Street, TOP OF SLOPE Suite 510 - - - . - Vancouver, WA 98660 0 0 n 0 0 0 0 0 0 0 0 0 0 ❑ n ❑ ❑ n n n ❑ a a I STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE - 1 I • —1.— , 1 — I __, _ 1 I I I —L_ ' -,-._1_ . E I _ , J -I J r ' - CORRIDOR GI �_ . i. _ — — _ WALL �- +8'-2"TYP. 12 +8'-2"TYP. --.'-,', ----- ::::-.,...,77.:,-.,-17.:_. . . :' .— .— — EXHAUST CORRIDOR TYP i z • • v; @ SOFFIT +g,�"TYP. A8.12 TMP @ SOFFIT :'i'.''.:' :.•.:... CORRIDOR I , +` = — — 0 — — a :vz � �. — _ 1 , — — < . — — — WALL EXHAUST _ _ yl"'f-A - �` •tel. ".j` ._ -._. �_ : 'i Ilr �:�ll STAIR 2 li::::::::::,rt"-:'=::,,- --�'�--=.. •I<: .�l I ljlj I I L� '4•r s�' in Q aw I DI - 43) 7„.'-',: --,::;.:1:. 21 1 .,_..__,t_.;,,........„... , ,,,,: ,..s.,•.,_ . .. .if . . . . • co .�.:� T— i':.:- .41:11' . J I UNIT 2.3 B ..... ..1:. i • 04 : ,f!....'""D ili • ;to ! UNIT 2.2 - B UNIT 1.3 - B 1.1-f UNIT 1"4 - B 10 ••. BRIAN 3y}'�(72Q FN}r}R( 4 r�;t ii r RI/17 a I - ,_ OA • . .i o� P0,RTLAND,OR iia. -`—" 1.4....t_ } !(f TT ,. OF 0 -"H (31 EXHAUST EXHAUST EXHAUST I22 Plex c, k Basement E • I ' I I I Ceiling Plan U Y d Y I I I c I 1 .j aI Y tor _, I I I I z I V- cL ce Et J cc--t I "Zr I Q w p a_ o_ w u) UJ U) U m # Date Description 0) ZA11) 4110 GI Revisions m January 12, 2017 Date 8 Et' 'aBB, DG, NE NOTE: REFER TO UNITPLAN SHEETS Designed By FOR UNIT DROPPED SOFFIT HEIGHTS k E DG, NE, NM a.' Drawn By u) r N KJ 1 22 PLEX BASEMENT CEILING PLAN Checked By t A7.00 SCALE: 118"= 1'-0" 17857 pProject Number c a) ca A7 • 00 m oSheet Number 6 Copyright 2016 @ it If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. 0 X CEILING PLAN LEGEND 0 • a ),?,:::.,..s. DROPPED SOFFIT @ 8'-0"UNO +X-XX" DROPPED SOFFIT CEILING HEIGHT — ----- VENTILATION PATH Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 River Terrace East Condominiums SW Roy Rogers Rd. Tigard, OR 97223 ZA ZB ZD 0 1_x H lY J LU( u! Q d I I I I - - - -- � _ � � - -i - - - - - I Polygon 1 r . - - r r 1 - ; I , , , Northwest 703 Broadway Street, _ Suite 510 I STAIR 1 ILI Vancouver, WA 98660 • °1 g _L---- EXHAUST 0:,,, . C GARAGE 1 GARAGE 2 GARAGE 3 ACC GARAGE 4 GARAGE 5 GARAGE 6 GARAGE 7 GARAGE 8 GARAGE 9 GARAGE 10 EXHAUST0 .I' -I I e; L.... 7.7.__,,..„. _ - .':Y•''�'�rw-r Ts -moi T V, :.-I , _1R — ._ I I _ —1" r,I 1' — _ CORRIDOR ..... ` — T- ; -- 7,-- — — WALL - 12 " .?7,-,''''. .: .s r=-•-;=,-:-.,#--11.--. .�— EXHAUST+8'-2"TYP, CORRIDOR TYP. +8-2 TYP» @ SOFFIT = +8'-6"TYP. A8.12 TYP @ SOFFIT = ''•I r - •— — — '''! );'` — _i — CORRIDOR CIO �, _ �� :� ,;,. "..s. — ;f WALL EXHAUST w � `' '_ — —.+ : 1.. Imo"^ ... .: st, fa 1 L I: I •1: It,. , . . ..„,. .„, �� . . ... ., ..:_ . . 1 1 • • r 'Ir•.,, Y�• • tr) ^r - .- # co -: -- :. _ UNIT 2.3 B l [ - �I UNiT1.4 - B l ' ` N UNIT 2.2 - A • UNIT 1.3 - B ;! y I'�:I. It �I .. 20 ol�at I lit vet I; 881At8.FLEENERI (633 I{ tif I. • 1‘1/ /I7, a. . PRTLAND,OR Ili I - I,.1. 71 a_ ar11,- 11,--d111.--aa Q 1.--/S16----•1 P _—. 0 A I !�'i I EXHAUST 15 EXHAUST EXHAUST 22 Plex First I I I I I Floor Ceiling 8 Plan _, 0 1 I I I @� I I a W a) se up I I I I I 1 - lx W X CLQ trQ 1.7..7 t.7t 0 a� a� wco wu~ i u. LU O ZA1110 0 • 0 0 0 # Date Description oprnRevisions c January 12,2017 coa Date .) U El 43 BB, DG, NE F NOTE: REFER TO UNITPLAN SHEETS Designed By FOR UNIT DROPPED SOFFIT HEIGHTS rr DG, NE, NM c. ,� Drawn By It)co N KJ a) 0 1 22 PLEX FIRST FLOOR CEILING PLAN Checked By A7.01 SCALE: 1/8"= 1'-0" 17857 o o Project Number c m Y_ W A7 • 0 1coD 0Sheet Number ai Copyright 2016© U.. If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. CLD CEILING PLAN LEGEND o a '�- DROPPED SOFFIT @ 81-0"UNO +X'-XX" DROPPED SOFFIT CEILING HEIGHT — - — VENTILATION PATH • Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 • Phone 503.287.6825 Fax 503.415.2304 River Terrace East Condominiums SW Roy Rogers Rd. Tigard, OR 97223 ZA ZB ZD09 4D co I I a_I I I Polygon i / U EXHAUST EXHAUST IJ - _ad-- � �� Northwest 1/I I [ EXHAUST - 4-7- - 0 703 Broadway Street, .11,.: .----.� a-- -• I Suite 510 It 1p--d Vancouver, WA 98660 4 ik@ 1 I I ti 1J' "i UNIT 2.4 — II) UNIT 2.5 j.:i UNIT 3.1 ll . 1 -"-----1-fl . •il I:.;1; (11: • I i,j,!::1'.,-.:•,...,-.-'7 1 r ,..,,,r., ,,,..;,.. ;1- ......: :: .7-7.-- ;-7 / � l • ••..,'1:1'':',, /7 1' I• STAIt1 _ ... I° st�• I J St . --,_ -,� :'I EXHAUST �=�- ��;�; --,..n-fit r :, - s — �•', � — 1 i, ..� -— — " — CORRIDOR _ nl _ +8'-2"TYP. - : CEILING PLAN LEGEND -;:;' DROPPED SOFFIT @ 8'-0" UNO o a +X'-XX" DROPPED SOFFIT CEILING HEIGHT ______. — - — VENTILATION PATH Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 River Terrace East Condominiums SW Roy Rogers Rd. Tigard, OR 97223 ZA ZBZD111) 0 ,,, idF C c Cl) a I i I I Polygon J o ,..- ��, ® — — _ _Jai 0 _ a 1 , .--. Northwest ---a 1 .4* e4" , t Imo---- /400410, #A6- --ii0 703 Broadway Street, --q1—. ♦♦♦♦♦♦♦� Y—.-4 1-�—� I ♦�♦♦♦� Suite 510 �, *V* ♦♦ ,, , *. A Vancouver, WA 98660 VA41.411r* . .fit 4"#0 .' t,4*I ♦ UNIT 2.4 w ♦ ♦ ♦ , ♦ ♦ _ +♦ � a+� • . yam ♦ �=. 41* �o +ri I "4"41 , , II• + 441ot,41* ♦• 1, * I; 4144# 1♦ UNIT 2.5 Ii •'�♦ ♦4* ♦*. —I j 1 STAIR 1 _1. +8'-0" In. — _ _ -r� - ' ©1 I CORRIDOR CI7_...._ WALL +8'-2"TVP. CORRIDOR TYP. @ SOFFIT = +8'-6"TYP. .- +8'-2"TYP. -.__� I °�SOFFIT — 1 —I I — CORRIDOR CI o — — , I' I L.._ I , .� WALL li—1LiIIL STAIR 2 11 < L +8'-0" • I Cri .041 4. I ♦ I♦OI♦♦ . ♦ 1 I I ♦ , A♦ ; V a 40 4400, I 1VilltiV ki a,„,i .\-- .4* 44%1 I . ---, ai 1 � ♦ I UNIT 2.3 • cc 1 ♦ 1 cs 3720 vti .4440:041161c 1 r -1 tol ♦ ♦� *44: IIS♦♦♦, ♦'T 444,4ii . '►.4 r+4. R i? • ti I, • I S I 04.4$14)1 "Ir.44# ' %MILANO,OR 0. . 41110.** • • 104, OF 0 __.. .� ..� 111V4.43/41"4/ •• 44 A I '%` ‘•4P�, 1 ♦ •��► -Er'' _ 4 ♦ I — — I — di I I 22 Plex Third Floor Ceiling I I � I Plan E 1 1 U Ym r3 © Y Du I I I I y I I o cp I —' I I I Z {7 It W •C Q I ¢ �=a a a� 0- wt~nulv~i U # Date Description in co Revisions 'o CO . 411) 0 m January 12, 2017 Date U as tn U CBCB NOTE: REFER TO UNITPLAN SHEETS ' Designed By FOR UNIT DROPPED SOFFIT HEIGHTS DG, NE, NM a. Drawn By N.co N KJ y 1 22 PLEX THIRD FLOOR CEILING PLAN !,� Checked By E A7.03 SCALE: 118"= 11-0" 17857 U J 0 o Project Number c o e w . A7 • 03 ci Sheet Number hi Copyright 2016 OO iL If this drawing is less than 24"x 36",it has •- been reduced. Scale accordingly. 0 1 1/4"WIDE CONTINUOUS 'IF WINDOW INSTALL NAIL ON FLASHING -- PROVIDE LAP NAIL ON FLASHING& WINDOW SHIM OVER FLASHING FASTENERS WHERE THE RAIN SCREEN FIBER CEMENT WRB CUT WRB AND LAP 2" INTO CHECK FRAMING BEFORE PLACE CONTINUOUS BEAD OF ��� f INSECT SCREEN WRB OVER METAL FLASHING WINDOW FLANGE WILL FURRING SIDING,SEE OPENING,ATTACH TO STARTING NAIL ON FLASHING SEALANT AROUND BACK OF WINDOW •�� AT TOP AND HEADER, SEE STRUCTURAL INSTALLATION USING FLANGE(OVER NAIL SLOTS)PRIO' �� COVER WHEN POSSIBLE ALIGN OVER - BOTTOM OF FIBER CEMENT SIDING, SEE HEADER, SEE ELEVATIONS WINDOW SILL FRAMING NOTES TO LEFT TO SETTING WINDOW ��� WALL STUDS ELEVATIONS FOR TYPE i I 1/2"GAP BETWEEN SHIM ���� o a �� � / � RAIN SCREEN WRB � � •f STRUCTURAL FOR TYPE 2IIII7 ;��SEE PLANAND JAMB, BOTH SIDES STAPLE DOWN 118" OPEN SPACE I NAIL ON FLASHING CORRUGATED PLASTIC ,�- RAINSCREEN FURRING AT UNDER NAILING I I ..� .♦� VINYL WINDOW - _ BETWEEN INSECT SCREEN W/ �r. G Oj CHECK BACK DAM. POSITION .♦ �♦�j FRAMEFURRING 114"AIR SPACE MIN AT a, �=. I FC PANEL DI GO NL & NiT BOT OF RAIN SCREEN, ! / `' BATTEN SIDING ONLY FLANGE • RAINSCREEN FURRING AT , : • FC PANEL OR BOARD& WINDOW ROUGH OPENING FOR, " 1/2" IN FROM INTERIOR ��� `�.• WINDOW I / I DO NOT SEAL • , I METAL FLASHING WI \:I I BATTEN SIDING ONLY, DO =' LEVEL, PLUMB, & / OF OPENING, UNDER Iii FRAME NAILING I I EXTERIOR INTERIOR DRIP EDGE SET IN SQUARENESS.ALSO,VERIFY NAIL ON FLASHING& �� +��� FLANGE, FIN, i SEALANT, SEE 2/A8.06 II I NOT PLACE OVER OPENING WILL ENABLE WITH ENOUGH SPACEDASHED X NAIL ON FLASHING WINDOW FLANGE MANUFACTURER'S REQUIRED '� FOR INSTALLATION OF � ! I, SEEINTERIOR Otak Architects Inc � �� �� METAL HASHING W/ t • 7 ▪ I PLAN EXTERIORCLEARANCE AT MEAD&JAMBS 114f,! , ` . THE WINDOW AFTERRAIN�CRNDRIP EDGE SET IN ' INSECT SCREENLAP NAIL ON FLASHING& 808 SW 3rd Ave, Sulte 300 OF WLNDOWS. !F THESE < �� NAIL ON FLASHING& SEALANT, SEE2IA8.06 ^SECURE NAIL ON W1114 AIR SPACE Portland, OR 97204 CLEARANCES ARE NOT CORNER INSTALLS, 4FURRING OVER , I • FLASHING TO DOOR MIN AT BOT OFWRB OVER METAL FLASHINGAVAILABLE,WINDOW SHOULD `�� _. SEE 21A8.01 �� �� �� WINDOW I I '' FRAME AT HEAD Phone 503.287.6$25 NOT BE INSTALLED AND THEFLANGE, FIN - / RAIN SCREEN, DO 2X4 WOOD TRIM, LINOCONSTRUCTIONINTERRUPTi=D I 2 X 4 WOOD �! y- I X MDF TRIM, PAINT NOT SEAL _•, Fax 503.415.2304 ` 1 •`r I! - FOAM SEALANT FILL GAPS WITH EXPANDING SUPERINTENDENT SHOULD$E � .� �,' � �� RAIN SCREEN TRIM, LINO I END DAM BEYOND, ��NOTIFIED.ALSO,CONFIRM ,�j� -�. y� FURRING FOR `g / INTERLOCK WI IiIC w SEALANT IS COMPATIBLE WITH • ft, �:����������♦ Z CHECK WINDOW BEFORE ♦�•�� ��� VENTILATION _ _ - _ SEALANT OD& � . c[ JAMB FLASHING IS BEFORE USE IN WINDOW SAMF AND FLEXIBLE F ��, �� g INSTALLATION PER WINDOW �� HORIZONTAL_LY r - SEALANT /� , METAL HEAD NOTES BELOW �^ :.,: ,_,-.% INSTALLATION AT ALL ������ a° �� UNDOW /� O O R FAME / I♦■!♦i FLASHING Wl DRIPWRAP INTERIORRiver LOCATIONS �` WINDO NOTES; W NR S W A D • F SET IN SEALANT WITH OPENING W/GYP BD �♦ WRB TYPICAL, FILL GAP BETWEEN I�■�� END DAMS SET ONTOSEALANT ALL Terrace 1. INSPECT WINbOW FRAME ^ " �.� RAINSCREEN FURRING TO ME!♦1 PROVIDE SAMF 1-PIECE 9 -12 WIDE NAIL ` SEE 13/A8.01 FRAME AND FRAMING 12"WIDE NAIL ON SILL FLASHINGMITER JOINTS ANDNOT BE PLACED OVER SEALANT BEDDING n _ AROUND WINDOW OVER A CONTINUOUS BEAD OF SRS ATD FRAMING NAILING FLANGES FOR EXTENDOFLASHING MUST FOR ADDITIONAL W/EXPANDING FOAM JOINT, SEE 2/A8.06 V ' SEALANT AT THE SILL AND UP JAMB/SILL ADHERED TO 6"BEYOND THE WINDOW FLANGE AND ONLY NAIL ON FLASHING,TYP DAMAGE AND REPAIR AS EDGE OF THE TRIM INFORMATION AT FIBER CEMENT PANEL OR SEALANT ALL AROUND VINYL"NAIL FIN" OVER CORRUGATED BACK DAM. NECESSARY. BOARD&BATTEN SIDING NOTE: PROVIDE WINDOW NOTE: PROVIDE East INSTALL NAIL ON FLASHING 2. NO WINDOW GAPS ARE SEE WINDOW NAILING WEATHER WRAP AS WEATHER WRAP AS LEAVE UNATTACHED AT FASTENERS WHERE THE ALLOWED AT WALL FINS DIAGRAM BELOW FORPER 13/A8.01 + PER 13/A8.01 Condorniniums BOTTOM EDGE SO WRB CAN WINDOW FLANGE WILL OF FACTORY MULLED NAILING REQUIREMENTS BE INSTALLED UNDERNEATH STEP 1 COVER WHEN POSSIBLE WINDOWS. STEP 2 12 RAINSCREEN AT WINDOW (SIM OTHER OPNGS) 8 UNIT DOOR HEAD AT FIBER CEMENT 4 WINDOW HEAD AT FIBER CEMENT INSTALL UPTURNED END 3. CHECK WINDOW FOR DAMS AT EACH END OF PLACE SEALANT ON TOP OF 9"-12"WIDE NAIL ON FLASHING »- +_ ^ RAINSCREEN3"- j_ 3" - METAL HEAD FLASHING PROPER TYPE AND SIZE �� A8.01 SCALE: 1 _ 1 4 A8.01 SCALE: - 1 0 A8.01 SCALE: - 1 -0SW Roy Rogers Rd, ENTIRE WINDOW HEAD FLANGE FOR LOCATION. '11" 9"-12" MIN, NAIL ON FLASHING MUST FURRING AT FC Tigard, OR 97223 \ PRIOR TO INSTALLATION OF 4. AFTER THE WINDOW IS ` :�:�:`�.. EXTEND 6"BEYOND THE EDGE PANEL OR BOARD& g METAL FLASHING PUT INTO THE ROUGH � OF THE WINDOW TRIM BATTEN SIDING FILL GAP BETWEEN FRAME AND FRAMING ' � OPENING IT SHALL BE ��C����•�•�•��•������ FIBER CEMENT SIDING, SEE ONLY, DO NOT WI EXPANDING FOAM SEALANT 1 x MDF SILL, PAINTED -f1",r SEE WRAP OPENING WITH NAIL_ INSTALL METAL HEAD ` ADJUSTED TO MINIMUM ������+`���`��� ELEVATIONS FOR TYPE PLACE OVER SEE INTERIOR \- FLASHING TYPE A, AIRSPACE BETWEEN THE 1-����������� WINDOW FLANGE SECURE NAIL ON FLASHING JAMB STUDS, ON FLASHING UNDER SEE HEAD FLASHING �'---.•tirl_ �••����� ����� ! &WRB TO DOOR FRAME PLAN 1 X MDF TRIM, PAINT SEE �, L_J WINDOW NAIL FIN �: / wII WINDOW AND HEAD. D THE JAMBS -.�-���.�` . !_'; AT HEAD&JAMBS STRUCTURAL DETAIL 2/A8.06 / �', '- / •, / • 5. INSTALL WINDOW UNIT / ±� Z SEE NAIL ON FLASHING ' j.' ' PER MANUFACTURER'S 0 ! PLAN ).. • - ,'1 INSTRUCTIONS WITH ,i METAL FLASHING W/DRIP r c1 T .'.: ,\.';.'.:•.,- _. -_ ■■■■ SEALANT ALL 4 i MANUFACTURER' / ,. S EDGE SET IN SEALANT HEADER,SEE ■■■ AROUND RECOMMENDED y� TYPE A, SEE 2/A8-06 STRUCTURAL ■■� • / MATERIALS AND !I / WINDOW _ 0 FASTENERS. CLEAN !; / ,° \ SHIM AS WINDOW SEALANT OFF 7 2 X 6 WOOD TRIM, UNO / II' -- •: LAP NAIL ON 1 REQUIRED ! 'rg / • i .��f FLASHING&WRB Polygon BUILDING SUBSTRATE, �' INSECT SCREEN AND 114" OVER METAL / BY MFR, FILL yg WRB AND WINDOW FIN. GAPS WITH • DO NOT INSTALL SAMF AIR SPACE MIN AT BOT OF / I. FLASHING AND SEAL _/ �' i g \ / EXPANDING _ - _ Northwest UNTIL WINDOW SEALANT P RAIN SCREEN, DO NOT SEAL / ! PER INTIERIOR FOAM ^ HAS CURED • ° RAIN SCREEN FURRING TO II t'' ;r • 6. DO NOT SECURE WINDOW STOP SHORT OF NAIL FINlitip ��' _I!4 WRB r� r ` . �� SEALANT i / l��I} 703'... . �i THROUGH NAIL FIN AT A '\::,, VINYL"NAIL Suite Broadway510 Street, END DAM BEYOND, INTERLOCK ;_• <;. ,-•.. FIN"WINDOW 1 LFIBER CEMENT SIDING, HEAD OF WINDOW WI JAMB FLASHING ,=1 1,.���� /2 Vancouver, WA 98660 UNLESS APPROVED BY !:!{' li'Ijl' FIBER CEMENT SIDING, SEE BACKER ROD&SEALANT SEE SIDING FOR TYPE WINDOW METAL HEAD FLASHING TYPE AI.I Y ELEVATIONS FOR TYPE - RAINSCREEN FURRING AT '', MANUFACTURER. W/DRIP SET IN SEALANT WITH j - WRAP INTERIOR RAINSCREEN FURRING AT WRB OVER WINDOW FC PANEL OR BOARD& END DAMS SET ONTO SEALANT OPENING WI GYP Bb FC PANEL OR BOARD& NAIL FIN WITH EDGES BATTEN SIDING ONLY, DO BEDDING JOINT, SEE 2/A8.06 SEALANT AT HEAD AND JAMBS EXTERIOR TURNED UP AT WINDOW USE HOT DIPPED.OR STAINLESS VINYL SLIDING GLASS DOOR I BATTEN SIDING ONLY NOT PLACE OVER WINDOW I- FILL GAPS WITH EXPANDING 2 X 4 WOOD TRIM, UNO FLANGE, NAIL FIN STEEL ROOFING NAILS WITH MIN 1 114" USE ONLY HOT DIPPED NAIL FLANGE SET IN SEALANT FOAM SEALANT ALL AROUND SEALANT SEALANT PENETRATION INTO STUDS OR PER OR STAINLESS STEEL 2 X 4 WOOD TRIM, UNO NOTE: PROVIDE STEP 3 MANUFACTURER'S SPECIFICATIONS STEP 4EXTERIOR WEATHER WRAP AS FASTENERS BACKER ROD&SEALANT NOTE: PROVIDE PER 13/A8.01 AND SEE NOTE: PROVIDE VINYL"NAIL FIN"SLIDING DOOR WOOD DOOR FRAME WEATHER WRAP AS PER INSTALL METAL FLASHING WEATHER WRAP AS PER 171A8.05 FOR ADDED /', ,�� TYPE A, BACK-SEALED{SEE 13/A8.01 DOOR INFORMATION 13/A8.01 •���y\, DETAIL 2/A8.06) r- EXTEND WRB OVER \��iiry'', � ____ `_`'-_ FLASHING AND WRB 11 SLIDING DOOR HEAD AT FIBER CEMENT 7 UNIT DOOR JAMB AT FIBER CEMENT 3 WINDOW JAMB AT FIBER CEMENT \'viii\ - -� �`ii- ----- . \- i����� ��i\ `' A8.01 SCALE: 3"= 1-0" A8.01 SCALE: 3"=1'-0" A8.01 SCALE: 3"= 1'-0" '4411.1.1.1111111111141,4 -____ �ii� JAMB STUDS, SEE STRUCTURAL \_ _f��i�ii., �� \ \moi\��� SEE RAIN SCREEN FURRING- / \ ��4 \_ \�-�yPLAN DO NOT PLACE OVER DOOR WEATHERSTRIPPING 1 x MDF TRIM, PAINTED NAIL ON FLASHING OVER �. e \_ FLANGE BETWEEN JAMB AND /� METAL DOOR, SEE SEALANT ALL 1/8"CORRUGATED - _ WRAP OPENING WITH NAIL DOOR ALL AROUND, TYP _ - I SCHEDULE AROUND WINDOW PLASTIC BACK DAM METAL - - I ON FLASHING UNDER APPLY CONT SEALANT WINDOW SHIM AS + -- AT THE FRONT BACK PER MFR FLASHING - .•;'• :�:: . _•. "':w'' r .• , ' WINDOW NAIL FIN & PROVIDE SAMF CORNERS ♦ 1 FLASHING -- - FILL GAPS WITH EXPANDING OF THE UNDERSIDE OF AT WINDOW JAMBS OVER NN 2 '-- FOAM SEALANT ALL AROUND SILL PAN&AT THE BACK 0. _ ',r N! NAIL ON FLASHING IP / OF THE SILL PAN FLANGE - r / ■ WEATHERSTRIPPING / SEALANT AT HEAD AND JAMBS SILL PAN FLASHING SET IN I r BETWEEN BOTTOM OF VINYL"NAIL FIN"WINDOW •9. Alf SHIMASREQUIRED BY MFR SEALANT, SEE 171A8.05 FOR U� DOOR AND THRESHOLD BACKER ROD&SEALANT nl �' / ADDITIONAL INFORMATION ■�! FILL GAPS WITH EXPANDING MI DOOR THRESHOLD SLOPED 2 X 4 WOOD TRIM, UNO co , �� 4404410p.' �_ I F j� � FOAM SEALANT WRAP OPENING WI NAIL - aI APPLY CONT BEAD OF NAIL ON FLASHING UNDER L. � .- ,. s o ___L ON FLASHING, LAp OVERl! SEALANT BTWN BACK OF '� ncN INSTALL WOOD TRIM AROUND����• � �i ) Fa WRB, CONTINUOUS DOOR SILL AND SILL PAN WINDOW NAIL FLANGE, FIN, '� • / N AND INTO WINDOW OPENING l� "' WINDOW FRAME WITH 3/8"- 1/2" 40, , -- ^ _ ON SILL AND OVER h.1 V� �� _-- _____..._.__. _ BEHIND DECK LEDGER 3720 i, 10' - �� - 2 X DECKING,TYP I I•s• CORRUGATED PLASTIC •, "ii GAP BETWEEN TRIM AND FRAME. VINYL NAIL FIN SLIDING DOOR �, ;C�1����C��«-`�- ^� }'> ;1314 BRIA�1 R.�LE��E>=R�p DO NOT NAIL THROUGH WINDOW �0+ �� �. �`` - _1. ►-`� - VINYL SLIDING GLASS DOOR �� lr . ., o FLANGE. SEE ELEVATIONS FOR 4,46 , =`'� ��� I a RAIN SCREEN II NAIL FLANGE SET IN SEALANT I a FURRING,AT FC PANEL . i, SEE • 51( 0114E5 • eL TRIM SIZE. USE DYNAMIC CAULK ,• 1' ���'� ` BACKER ROD AND SEALANT I �� D,OR JOINT AND BACKER-ROD WHERE *�, FIBER CEMENT I OR BOARD&BATTEN i PLAN SIDING, SEE " WRB OVER WINDOW NAIL FIN W/ ! -•---- SIDING ONLY,TO STOP I i APPLICABLE. APPLY WRB WEATHERBOARD ELEVATIONS 112 EDGES TURNED UP AT WINDOW BUILDING FELT )11 ( SHORT OF NAIL FIN !FASHION STARTING FROM SLIP WRB UP UNDER NAIL FOR TYPE 2 X 6 WOOD TRIM, LINO UNDERLAYMENT CENTERED SEALANT • USE ONLY HOT DIPPED OR OVER TOP OF EXPOSED �I I� THE BOTTOM ON FLASHING SEALANT RAINSCREEN FURRING AT FC ' • STAINLESS STEEL FASTENERS JOISTS,TYP 3"WIDE WEATHER RESISTIVE STEP 5 STEP 6 PANEL OR BOARD&BATTEN JI BARRIER UNDER NAIL I :�' NAIL HEAD NOT PLACE20 GA METAL FLASHING W/ V OVER WINDOW SIDING ONLY, OFIANGE NAIL FIN DRIP EDGE, NOTCH ON FLASHING • I I A FLASHING AROUND JOISTS FIBER CEMENT I I . Exterior Details AS REQ'D-SET IN MASTIC, SIDING NAIL " NAILING* NOTE: PROVIDE LAP UNDER SILL PAN SEE 7/A8.01 FOR JAMB, RAIN SCREEN PINCHED HEADER RAINSCREEN NOTES: WEATHER WRAP AS PER 2 SHANK LOCATE NAILS ALONG WINDOW HEADER SUCH 1. APPLY RAINSCREEN, PT LEDGER, SEE STRUCT 81A8-01 FOR HEAD& FURRING NOTE: PROVIDE 13/A8.01 17/A8.05 FOR SILL DETAIL WEATHER WRAP AS PER THAT THE SHANK DOES NOT PENETRATE THE ON EXTERIOR ONLY WRB, LAP UNDER NAIL E NO NAILS SHALL BE �_ DOOR INFORMATION 131A8.01 o FLANGE BUT CLOSE ENOUGH FOR THE HEAD AFTER STEPS 1 -6 ON FLASHING INSTALLED DIRECTLY INTO TO OVERLAP THE FLANGE AND"PINCH"THE ABOVE ARE • NO NAILS WITHIN THE THE TOP OF WINDOW SILL IN PLACE. COMPLETE 10 SLIDING DOOR JAMB AT FIBER CEMENT 6'' UNIT DOOR THRESHOLD AT DECK 2 WINDOW SILL AT FIBER CEMENT ° FIRST 3"OF THE FLANGE UNLESS REQUIRED i I @} 2. SEE 121A8.01 FOR x WINDOW FRAME TYP BY THE MANUFACTURER *USE IF NEEDED TO HOLD FLANGE TIGHT TO RAINSCREEN FURRING A8.01 SCALE: 3" =1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 11-0" vs - _L - WALL DETAIL -> VINYL"NAIL FIN" �I ` \ METAL FLASHING WI SLIDING GLASS I-I I DRIP EDGE, NOTCH DOOR SEALANT ALL 1 x MOF TRIM, 1 3" 1 3" DETAIL NOTES FLASHING AROUND1\, AROUND WINDOW PAINTED - - 8" \ 8" ALL DETAILS IN THIS DRAWING SET ARE INTENDED TO MEET OR EXCEED ALL JOISTS AS REQ'D- SILL PAN FLASHING EXTERIOR UNIT SHIM WINDOW AS LOCATE FIRST SET IN SEALANT REQUIRED BY MFR = NAIL BETWEEN 3" � -7 MANUFACTURER RECOMMENDED INSTALLATION INSTRUCTIONS,ANY LETTERS SET IN MASTIC, LAP UNDER SILL PAN APPLY CONTINUOUS VINYL"NAIL FIN" O AND 8"SLOTS - / OF APPROVAL PROVIDED BY A MANUFACTURER TO THE CONTRACTOR, LOCAL WEATHERSTRIPPING WINDOW Li_ CODES, STANDARDS SET BY SPECIFIC ASSOCIATION, BEST PRACTICES SET BY BEAD OF SEALANT BETWEEN JAMB AND DOOR, 4 03.21.18 Owner Revisions LLI NAIL 10"OC IN PROVIDED - THE INDUSTRY OR ANY OTHER GROUP OR ORGANIZATION AS ACKNOWLEDGED BETWEEN THE DOOR ALL AROUND, TYP BACKER ROD&SEALANT 1" X \ 2 04.27.17 Plan Check Responses O • - �� SILL AND THE BACK OF METAL FLASHING TYPE C, ` ,� SLOTS FOR REMAINDER BY THE INDUSTRY. 2X SPACED DECKING, THE SILL PAN I SEE FLASHING DETAIL # Date Description OF THE FLANGE OR PER STRUCTURAL ' 21A8.06) f rn MANUFACTURER'S / ALL MANUFACTURER FjECOM ENDATIONS SHOULD BE FOLLOWED WHEN �'"I I FURRING FOR SLIDING METAL DOOR, SEE SCHEDULE - , y Revisions WRAP OPENING W/ III SLOPE ,..�. REQUIREMENTS INSTALLING SPECIFIC MATERIALS. DOOR c,} 'a NAIL ON FLASHING m LOCATE FIRST NAIL `= UNDER SILL PAN 'Al, ��1 WEATHERSTRIPPING PRIMED AND I ' �� • _ January 12,2017 IF A SUBCONTRACTOR OR INSTALLER FENDS A SITUATION WHERE THESE iv z '+ BETWEEN BOTTOM OF PAINTED SLOPED �' ' r� • BETWEEN 3"AND FLASHING&CONT ,..I�: --••• �� Date • 8"SLOTS DETAILS CONFLICT OR FALL BELOW ANY STANDARDS SET FORTH BY THE BEHIND LEDGER DOOR AND THRESHOLD WOOD CAP3 cu c ORGANIZATIONS MENTIONED ABOVE, IT WILL BE THE RESPONSIBILITY OF THE II ° +! i r p - T = !Y� NAIL ON FLASHING ! m SUBCONTRACTOR TO SEEK APPROPRIATE AND WRITTEN CLARIFICATION FROM ! • • _ :`e•; '. ALUMINUM THRESHOLD SET - UNDER WINDOW , ". SEE BB, DG, NE NO NAILS WITHIN THE THE CONTRACTOR BEFORE PROCEEDING. DO NOT MAKE CHANGES TO DETAILS .k , ! ` . I IN FULL BED OF SEALANT I ' ! ;� Designed By ! _ NAIL FLANGE, FIN, I i FIRST 3"OF THE UNLESS APPROVED BY ARCHITECT. °� , , ON A PAN PER 17& 18/A8.05 PLAN WINDOW FRAME TYP / I AND INTO WINDOW I C. ! ! CONCRETE SLAB, SEE OPENING ON SILL I DG, NE, NM a. ` 8" THE WEATHER RESISTIVE BARRIER FOR THE ENTIRE PROJECT SHALL INCLUDE FELT UNDERLAYMENT ! APPLY CONTINUOUS STRUCT AND OVER 118" 7/ I i SEE 19/A8.07 Drawn By ,,- 8" 7 / AN INTEGRATED DRAINAGE CHANNELING SYSTEM DESIGNED NOT TO CRIMP, CENTERED OVER TOP O ! SEALANT AT THE cv I CORRUGATED :- FOR MORE m -f COLLAPSE, OR FATTEN ENSURING WATER WILL DRAIN OUT FROM BEHIND THEal FRONT AND BACK OF 3" 3" EXTERIOR CLADDING NO MATTER HOW TIGHTLY IT IS NAILIFASTENED TO THE EXPOSED JOISTS,TYP 41 THE UNDERSIDE OF SLOPE PLASTIC BACK DAM 2" `` INFORMATION AT KJ 3"WIDE,TYP ! ,-r,r,;n r s i iN sir lTrnr�� MIN. SLOPE WOOD i EXTERIOR WALL SURFACE.WRB SHALL ALSO BE SEALED AT JOINTS AND TO TYPE A METAL ;I THE SILL PAN AND AT l WEATHER fI; ' Checked By 0 ABSOLUTELY NO FLASHINGS WITH MANFACTURER'S APPROVED SEALING TAPE OR ADHESIVE TOTHE BACK OF THE RESISTIVE BARRIER / TERMINATION AT E - FLASHING W/DRIP :! I: ! TOP OF THIN NAILS IN THE PROVIDE AN WATERTIGHT AND AIR TIGHT WALL ASSEMBLY. ! SILL PAN FLANGE ° c BRICK/STONE 17857 u SAME ,F EDGE, SEE 2/A8.06 I! 4 METAL Z FLASHING a CORNER FLANGE!? " Project Number a 3 PATTERN 3 PT LEDGER, SEE 1 ! VENEER 1 ALL -6 - • " \ ON BOTTOM J( ALL COMPONENTS, SEALANTS, FASTENERS, OR MATERIALS SHALL BE STRUCT NOTE: PROVIDE (TYPE •A) I ! DETAILS a3 8 OF WINDOW 8" APPROVED FOR SPECIFIC USE OR APPLICATION DESCRIBED BY THE DESIGN, II WEATHER WRAP AS PER //� USE ONLY HOT DIPPED OR AND SHALL BE COMPATIBLE WITH ALL MATERIALS WITH WHICH EACH WRB, LAP UNDER NAIL 1 i! 13/A8 01 THIN BRICK/STONE 1, A0 REVISED STAINLESS STEEL FASTENERSZu COMPONENT COMES IN CONTACT WITH. ON FLASHING - -1. SEE 7/A8.01 FOR JAMB& VENEER �7 NOTE: PROVIDE 8 8/A8.01 FOR HEAD DETAILS WEATHER WRAP AS PER . Q U 13/A8.01 Sheet Number '6 13 WINDOW INSTALLATIONNVEATHER WRAP 9 SLIDING DOOR THRESHOLD AT DECK 5 DECK DOOR THRESHOLD (GROUND FLOOR) 1 WINDOW SILL AT THIN BRICK/STONE VENEER Copyright 2016© V A8.01 NOT TO SCALE A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" if this drawing beenreduedfs less than 24"x. Scale accordingly.6" it has V a C INSULATION WOOD SHEATHING JAMB STUDS, SEE INTERIOR / TYP. EXTERIOR II , '.„ LAP NAIL ON FLASHING& HEADER,SEE STRUCTURAL / WALL -,; WRB OVER METAL FLASHING / FRAMING, SEE STRUCT 111 WEATHER RESISTIVE �" / STRUCTURALo a LAP WEATHER SEE f : .,';.;_;;. . . �'; _ '_ a ¢:', BARRIER I FIBER CEMENT SIDING, SEE / / RESISTIVE BARRIER PLAN , �� ELEVATIONS FOR TYPE I V 7� i 1 JWRAP INTO DOOR RO FIBER CEMENT SIDING, - �; . RAINSCREEN FURRING AT 1\1 I ` ',: LAP WEATHER RESISTIVE BARRIER INSTALL NAIL ON FLASHING 3'- 11 1/4" OVER METAL FLASHING OVER DRIP FLASHING ANDo a I LESS THAN 4" INSTALL METAL 4----- TYP METAL FLASHING TYPE B, DRIP FLASHING WRAP DOWN OVER ELEC CONNECTION/ INSULATION TO BALCONY EDGE METER, SEE FLASHING MORTAR SETTING BED 4 , / I GUARDRAIL •• DETAIL 2/A8.06 r'`- 1 MORTAR JOINT I I 11 112"X 2" METAL ' I -`7'' - ,II� I;-i • RAIL I SELF ADHERING _ �., MEMBRANE FLASHING ---7 METAL L-FLASHING WITH DRIP& SLIDE UNDER ELEC r--- Otak Architects Inc 3/8"GAP TO VENT,THIN I Z co Q�' CONNECTION/METER ' BRICK/STONE VENEER GROUTED i • Q ' /I 5�'O �, 1"MINIMUM AND 1. 808 SW 3rd Ave, Suite 300 TIGHT TO FLASHING / F- " �� ADHERE SEALANT OVER 3/4" I 1/2" 2" / 1 Imo' Portland, O 8 97204 • X METAL w TUCK WRB PAPER - - Phone 503 fib 5 BACKER ROD(S), , i z COMPLETELY FILL VOID TO / RAIL, TYP UP UNDER SAME FLASHING i1" a Fax 503.415.2304 MIN 75%W/BACKER RODS .I / i BEFORE ADHERED 1 7)7a N SELF ADHERING AT ALL SIDES OF PORT RAILING POST W/ �, - - i - --, BASE PLATE, / ' MEMBRANE FLASHING E _, ;.144;.;.;.;.�.:.;g.; .W..04 1(1(L.7. ATTACH TO FASCIA I y *I''• / --' WOOD DECK S 'L� OF METERNTO OVER "� - i _� I I- I NOTE: LAPPING ALL METAL SAMF UNDER METER eA `--� - z / METAL FLASHING FLASHING AT LEAST 4"AND BOTTOM MIN �. River Terrace INSTALLING SEALANT SELF-ADHERED j I BEDDING JOINTS AT THE • MEMBRANE / JUNCTION(BETWEEN SEE 4&61A8.03 FOR OTHER S" �" EastFLASHING COLLAR / — ADJOINING SECTIONS) EXTERIOR BUILDING MIMIN�, THROUGH WALL AC / SEE 3/A8.07& 18/A8.06 PENETRATION DETAILS /' PORT FOR ADDITIONAL Condominiums DAMPER/BACKDRAFT / INFORMATION PREFINISHED / 4 12 BALCONY RAILING 7 DECK FLASHING AT WALL (AS NEEDED) 3 MOUNTING BLOCK AT FC (ELEC/MECH) SHEET METAL / A8.03 SCALE: 1/2"= 1'-0" A8.03 SCALE: 1 1/2"= 1'-0" A8.03 SCALE: 3"= 1'-0" SW Roy Rogers Rd. VENT COVER / 1 Tigard, OR 97223 / 2.1 1/4"MIN DEPTH OF PLACE PRE PRIMED WOOD METAL RAKE FLASHING, LAP / -- SEALANT AT HOURGLASS BLOCK OVER NAIL ON OVER ROOF UNDERLAYMENT& / - -- x BEAM FLASHING, EXTEND 6"BEYOND TRIM FASCIA BOARD / 2X /"� FINISHED MATERIAL BLOCK ON ALL SIDES REMOVABLE / -- c-44— WITH PRIMED EDGES SADDLE FLASHING, PLACE -, �� ROOF SHEATHING RECESS BLE / OVER FLEXIBLE FLASHING • INSTALL METAL TYPE B, ROOF UNDERLAYMENT / AT INSIDE CORNER ; •; _': DRIP FLASHING OVER ,- `••' ENTIRE WOOD BLOCK 1I2"-314"DIA- CLOSED LAP WEATHER RESISTIVE ` y _: ; , ASPHALT SHINGLE ROOFING RIGID INSULATION / BARRIER OVER METAL `., ��'. . , SEE HEAD FLASHING SADDLE FLASKING _ (TO BE REMOVED r CELL BACKER ROD(S) ��•, ,•', ;'S':',=�• - .:Y�.'c<" " DETAIL 2/A8.06 `� � DURING USE) •••,••••• •,•• ••• — •� 2-,'= ; • ' ;•r SEALANT ON TOP AND /fl �' TX/ (// i\-� f/,� /// / /i�' /�/ f \' ��;� 1 f /� ... .......... . 41(f[ TO COMPLETELY FILL =; BACK of VOID _ _ rt . ,- •, ..Y . - /r ri K: SIDES BETWEEN BLOCK -- - , •" " '; AND NAIL ON FLASHING Polygon _' CA) REQUIRED SEALANT JOINT DIMENSION �� ' '' LAP NEXT COURSE OF ' - "-i PAPER OVER FLASHING I .,,',;-y - '-.=:.-:k-,-..-',1:,,,.7 : 'tom- -':,; I WRB / EXPANDING FOAM ' AND DOWN SIDES OF /I Northwest n BLOCK. CUT AP L CK. PAPER SEALANT 114 MIN DEPTH � -: �= � �I FINISHED MATERIAL ;. �� ROOF TRUSS, OF SEALANT AT J`• , TIGHT TO BLOCK / 703 Broadway Street, HOURGLASS illiWITH PRIMED EDGES = ` SEE BLOCKING AS REQUIRED / +' - , . . /2\ / Suite 510 - _ iv �; :- [ < - \ _- 'I"' TUCK BUILDING PAPER i -'' . ,,A` - i; UP UNDER NAIL ON - Vanco ver, W/4 98660 SEALANT ALL AROUND =•I� --- '_ 2 x 6 WOOD TRIMI�, ao ill�:•:,:. c,3 pi ;_ - .• s. FLASHING I ff 7 ' • AT FC PANEL : ; , 1. Y , . . / // = r� OR BOARD SEALANT OVER BOND \,• ;F„a ' :�;R'; -` ' I THIN BRICK INSTALLATION SEE 9/A8.07 r - y / - - II FLEXIBLE := SEE 3&41A8.03 FOR OTHER / 2 X 8 WOOD ALTERNATE JOINT WHEN DEPTH IS NOT POSSIBLE FLASHING ' - // / EXTERIOR BUILDING �, FASCIA __� ;,: FINISH FLOOR B PER "A” ABOVE PENETRATION DETAILS - / / 1 X 3 WOOD TRIM 15 MECHANICAL PORT AT BRICK 11 SEALANT JOINT DETAILS 9 SADDLE FLASHING (AS NEEDED) 6 VENTS/PENETRATIONS AT SIDING SCALE: 3"= 1'-0^ SCALE: 12"= 1'-0" SCALE: 1 1/2"= 1'-0" SCALE: 3" = 1'-0" A8.03 A8.03 A8.03 A8.03 RAINSCREEN FURRING AT FC = / PANEL OR BOARD&BATTEN SIDING ONLY — STUD NAIL 318" FROM EDGE _ N 2 OF PLANK = WEATHER RESISTIVE - / F BARRIER +�,aiii - ei NAIL LINEbill = ' N METAL JOINT FLASHING �'� __ / • ' e R INSTALL PLANKS IN — J r f = / " .. 04 NI- i MODERATE CONTACT ' AT BUTT JOINTS = / FIBER CEMENT 111,41 FL o as Co © �. - LOUVER • ref�r • (PREPRIMED AND Q. PAINTED PA ,OR WELDED EDGE f r = ) <b)> SEE 21A86METAL SHING /1�+ t�` / tl f' 11 _ 'I„ ,I.1 - J-CHANNEL Exterior Details . \ 401111111111111111111101 '\ °i METAL TRIM \ RAINSCREEN ATA FC PANEL OR /2\ C2)<1 � I +��I BOARD&BATTEN U \ ,. ( % /','I / SIDING ONLY Y c °° � 5 TYPICAL BUTT JOINT 2 GABLE VENT DETAIL c 1'-0" 3 112" .- Ik' A8.03 SCALE: 12"= 1'.-0" A8.03 SCALE: 3"= 1'-0" ••C et - '1 1 EASED EDGE --'+r ,cl SEE USE HOT DIPPED BEAM PLACE VINYL BLOCK coBEAM, SEE STRUCT SECTIONS GALVANIZED NAILS TOP EDGE OVER APPROVED NAIL 112" TO SECURE BLOCK RAINSCREEN WITHI SLOPED AT ,, 5 114 X1/2 SADDLE FLASHING, PLACE ON FLASHING, EXTEND VENEER,SEE ELEVATION 1 /. r THIN BRICK/STONE INSECT SCREEN AT FC 10 DEGREES // 1 �' 6"BEYOND BLOCK ON •' PANEL OR BOARD& T� I OVER FLEXIBLE FLASHING �- /� UNDER n n ALL SIDES - I V ` AT INSIDE CORNER -------_ WEATHER BATTEN SIDING ONLY I GUTTER " io A i FIBER CEMENT SIDING, 1 u u - - RESISTANT BARRIER -�* 1 ,� LAP WEATHER RESISTIVE LAP NEXT COURSE i 4 03.21.18 Owner Revisions liJ SEE ELEVATIONS FOR r ` I I THIN BRICK/STONE ///� I BARRIER OVER METAL `• OF WRB OVER TOP ----- y// 1 SEE TYPE I z SADDLE FLASHING AND SIDES OF VENEER INSTALLATION �y i PIAN 2 04.27.17 Plan Check Responses c) I I : ; VINYL BLOCK - - LAP WRB OVER /SEE 9/A8.07 ` I P 3 % III in 4 X 4 WOOD,TYP FLEXIBLE _ _ ;-- ��- - # Date Description x /', I _ - _ -1 �� I Revisions �. I -� FLASHING `. - WEEP SCREED SEE Ys METAL FLASHING W1 �`► I ? `� ,''` `. © - - i / I If SECTION • r I r r �_ .r_ Y SILL SEALER L J DRIP EDGE SET IN L__________ ,•�•. 00 SEALANT, SEE 6, 10 I PLACE CONTINUOUS January 12,2017 i PROVIDE FILLER _ ro' /4 \ • BEAD OF SEALANT -�,,, !eikir>. _ Date & 14/A8.06 / MATERIAL AT ''+t: _Y + FOUNDATION �•.f SHINGLE OVER 12"OF /� i CENTER2:!:!_:-/..:.:!.:1_,..‘..:::,,:),-::.- �• OVER NAIL ON L WEEP SCREED m :.; :" ':' I FLASHING TOP AND �� 4 a BB, DG, NE 1- WRB WRAPPED UP FROM::„_�/ PRIMED AND © ,. = ; FINISHED GRADE, Z a SIDES, OVER OR INSIDE 'ii UNDER CANTILEVER ' SEE CIVIL 4 ■ 4 Designed By I � �j'' 'y OF NAIL SLOTS PRIOR a PAINTED AS REQ : -T ;' ; ';: � :':.' _ '{' = ' TO SETTING BLOCK Cc 2 x 12 WOOD TRIM � is : ..1 . - ' lCONCRETE • d I I 11 I I DG, NE, NM ;.f. .\ ` _ _ i --- FOUNDATION, SEE 1 1 �,__ I --- ■r E- I I--- Lo FIBERCEMENT / ATTACH TO WALL AND \ ;:„,;; , : ,y ;: TUCK WRB UP i _-_i I I a ■■■■■■■■i-; I i Drawn By co I ,_;r='j: -1,(--,------ ________________ STRUCT 1 ? _ ,i —- co OTHER ELEMENTS WITH UNDER NAIL ON r -SOFFIT PANEL. Ip — i I _ KJ } _ COUNTERSUNK 3” ;,'. .,_ ;. '.,• = `,'u:,` FLASHING -- 1 _ . i _ —_ I I 1 X 2 WOOD TRIM AT ��� ,`_, I, s GALVANIZED DECK :�•� ft.}, , •- -- I _ I_____11 --I t-- _-_- Y Checked B SEAMS AND EDGES I - ='-�- - - - ,t, - SCREWS • \ '''n :• ,• ':-','.•::,,. -',. - { ^) - — --, -- ca / r .- <' y• T. '`_ - — i a ( Lir _ i 3-- — 17857 oo �1 I 1" I i .. E. , �' �,'� ProjectA Number ALL I �; III --,- -f- -_ :' - SEE 3&6/A8.03 FOR OTHER 3DREgteD g , �. - - - • ' `' EASED EDGE SIDE ELEVATION FRONT ELEVATION /.//// _./�/_/.. / EXTERIOR BUILDING i PENETRATION DETAILS gN SEE 91A8.07 FOR o SEE 5/A8.06 FOR ADDED INSTALLATION i N Q '' ADDITIONAL INFORMATION r 6 13 TRIM BAND AT OVERHANG 10 WOOD BRACKET INFORMATION 8 SADDLE FLASHING CORNER WALL (AS NEEDED 4 MANUFACTURER'S VINYL MOUNTING BLOCK 1 Copyright 20Sheet Num 16© � THIN BRICK/STONE VENEER AT GRADE PY 9 LL SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: 1 1/2" = 1'-0" NOT TO SCALE If this drawing is less than 24"x 36",it has 5- A8.03 A8.03 A8.03 A8.03 A8.03 SCALE: 1 112"= r-0" been reduced. Scale accordingly- o INSULATION BAFFLE, 1" SEE CLEAR, MIN r, III PLAN ASPHALT SHINGLE FIBER CEMENT • ROOFING /' 9112" o a PANEL SIDING BLOCKING W/EAVE VEN �/ ,� . S Q 5EE STRUCTURAL, SEE S '� RAINSCREEN /� SOA y�0 ",,, METAL REVEAL, TYP �2� r ROOF \� F ROOF PLAN FOR LOCATIONS PT 2 X VERTICAL 5HEATHWG \,. ,� AND SIZES OF EAVE / ,i, WOOD RAINSCREEN FURRING 11W,,_ \ ROOF \N j/ VENTILATIN -� �� �, C FRAMiNGIFURRINGWRB TRUSS TAIL / ,� o / 1---" r UNDERLAYMENT � �. T , WRB" METAL DRIP EDGE � -1 Iy‘di112 \4J V CRIMP, �'=. FLASHING ''�� I 't - / \ WITH ROOF BRACKET CHAMFERED �(` �� PITCHES OVER 4" " UNDER GUTTER 10 SOS SW 3rd Ave, Suite 300 s \/ _ �� •8 MIN ;5"MINS 4 DEGREES,TYP Portland, OR 97204 6:12 OR OPENING ' ROOF ` �- PT WOOD COLUMN PER Phone 503.287.6825 GREATER OR OVERLAP METAL GUTTER DISSIMILAR WITH 3 X 4 SEE STRUCT FaX 503.415.2304 111*. � PITCHES OFMETAL1PLAN FIBER CEMENT PANEL - ANY KIND DOWNSPOUTS - l - --:;7, "i ;'- SIDING CLADDING,TYP __... 1-1.1 LAYER OF MIN 30# SEE 201A8.05 FOR INSECT SCREEN -------"\--c------1-____„�� ��r VERTICAL RAINSCREEN FELT ADDITIONAL WITH 1/4"AIR 1FURRING THE FLANGE EXTENDS UNDERLAYMENT INFORMATION SPACE MIN AT OF RAIN P / \\ i f� ' WRB ONTO ROOFING A UNDER METAL : I . Q Rlv r Terrace VALLEY FLASHING WOOD BRACKET AT MINIMUM OF 4" FLASHING IS SIMILAREAVE WHERE \\ ' SECTIONS SHALL BE FOR ANY SIMILAR TYPE SEOCCURS,TYP : SECTIONS FLASHING OF ROOF PENETRATION OVERLAPPED 6" FOR ADDITIONAL WOOD FOR ADDITIONAL MINIMUMEast BRACKET INFORMATION ROOF INFO SEE SEE 10/A8.03 - --_ SHEETA8.05 SEE PLAN % Condominiums 18 WALL REVEAL 14 ROOF VENT PENETRATION FLASHING 10 VALLEY FLASHING 6 TYPICAL EAVE A8.04 SCALE: 3"= 1-0" A8.04 SCALE: 1 1/2"= 1-0" A8.04 SCALE: 1 1/2"= 1-0" A8.04 SCALE: 1 1/2"= 1-0" i • '� METAL FLASHING SW Roy Rogers Rd. • • Tigard, OR 97223 ii! /\, i % 1 X 12 WOOD WALL PER PLAN /it PT 2 X VERTICAL / TRIM WATER RESISTANT BARRIER / WOOD FURRING STRIP TO !' II I V-6" ALIGN W/FO PLYWD % II 1 RAINSCREEN RAINSCREEN FURRING(FC I / FRAMINGIFURRING ''l I1 BOARD&BATTEN SIDING ONLY) I 1' 2" 9112' TRIM BAND FLASHING, / �1 - FIBER CEMENT LAP SIDING OR , � � _ I - LAP COL FLASHING -"\ BOARD AND BATTEN, SEE r //r4 ;� r./. / 1 I / r .:` .=c� t J ^/ ELEVATIONS MTL FLASHING W/ .0;00 0: r _� 1 / 11111111‘ \ GYPSUM FLOORING DRIP EDGE, SET IN t rSEE STRUCTURAL FOR 4 ,/ �� , j ----; 110*.___ _ EXACT BEAM DIMENSIONS _ "�.: a f i�SEALANT 2 % (- - - / i FIBER CEMENT ,s a ,L Y - VILIIIII\ ASPHALT SHINGLE ROOFING i _� C �_ ,---- _ `,1,7 •• _ ' SIDING \ Polygon .c _`� A I � METAL I d -i - % rrr - , PT 2 X VERTICAL \ ^ l �9��ti °LASHINGRIP E % _ ^ r FL1RR NWOOD FRAMINGI �1 Northwest it 1 _) �/ -s�� ;. / i c -- r__...._ I °I l1 1 d'O� ��% e ad / rI-- a / 703 Broadway Street, s 1 1 �, d tIti r PT 2 X 4 TO CREATE r ► �/ %�' _ ��, d �/ � �/ 11 Suite 510 TAPER r 1L.: ' T' • f/ I //,%/� I��il r ,\ Vancouver, WA 98660 ,,_.tooftemiiiii. r 1 r BACKER ROD AND SEALANT '� I ,' SEAL EDGES, TYP / I r Ir - J-TRIM WITH HEMMED LOCATION OF COLUMN WRB ` 1 I 1 AM : I i EDGE AT CORNER ABOVE, SEE STRUCTURAL N FIBER CEMENT r jl ; W PANEL, r 1 THE FLANGE EXTENDS A8.04 - RAINSCREEN,WRB& /„." 1' a v ONTO ROOFING A I BOARD& BATTEN SIDING THIN BRICK/STONE VENEER ------ DECK-SEE SHEET A4.11 WOOD SHEATHING /� I ' MINIMUM OF 4 [yrs ONLY} FLASHING IS SIMILAR FIBER CEMENT LAP SIDING PT COL, SEE STRUCT i, r 1 FOR ANY SIMILAR TYPE ' I OR BOARD AND BATTEN, __ 1 OF ROOF PENETRATION___L_ tt \./ _iSEE ELEVATIONS METAL GUTTER WITH 3 X 4 SEE 15/A8.07 FOR ADDITIONAL METAL DOWNSPOUTS INFORMATION 17 COLUMN SECTION - TOP OF TAPERED COLUMN 13 ROOF PENETRATION 9 UPHILL ROOF EAVE AT WALL 5 BRICK COLUMN PLAN 3 DECK COLUMN A8.04 SCALE: 3" = 1'-0" A8.04 SCALE: 1 1/2"= 1-0" A8.04 SCALE: 1 1/2"= 1'-0" A8.04 SCALE: 1 112"= 1'-0" A8.04 SCALE: 1"= 1-0" ril /\/ /�,FIBER CEMENT PANEL SIDING U E V METAL FLASHING PER 2/A8.06 ``� 2' 6 i12" 1'-6" ,, 2 X 6 WOOD TRIM , ---/ WEATHER RESISTANT0co H «� WEATHER RESISTIVE R E N ; ELEVATIONS ORFIBER CEMENT DING,TYPE SEE Iv./ BARRIER DOWN OVER 1g 712* BARRIER WOOD SHEATHING ! _� RIDGE SHINGLE PER • 1.77cF7 j/-� 1 METAL FLASHINGEDGE OF SOI21 WRB,LAP FLASHING 4"MIN I I SEAL BOTTOM OF WRB PER r MANUFACTURER'S • m • "' a j' 1 • REQUIREMENTS r m 1s [a . ,t - MTL FLASHING TYPE C, SET WRB MFR REQUIREMENTS i ROOFING UNDERLAYMENT, 1 co IN SEALANT PER 2/A8.06 .1 , 1 TURN UP ON WALL I. I e•: =' I � 1 IT 0 1 1 / PRE-ENGINEERED o APPROVED NAIL ON r I RAIN SCREEN W/INSECT 1� SHEATHING 8"MIN ROOF TRUSS • 1• i r o I -r 11 I c�i FLASHING BEHIND WOOD -' SCREEN AT FC PANEL OR I SEE •STRUCTURAL N CE 1 I • - I 1 r== `' BLOCK AND TRIM, LAP BOARD&BATTEN SIDING ONLY 1 o • m I• a� T r OVER METAL'Z'FLASHING �� 1 WALL SHEATHING, In Is a _ I I s + C /a N '� SEE STRUCTURAL ROOFING ' ` \ 2 X 6 WOOD COLUMN ,� 1 UNDERLAYMENT SEE ° `r' � ' I.v METAL STEP FLASHING I 11111 SECTION ,I PREFIN METAL kr) CAP W/DRIP EDGE,CUT / r " I TO FIT MITER CORNERS 1 UNDER EACH SHINGLE \4'' . 4 1 .1 ASPHALT SHINGLE __.L 17 I - FLASHING 7ZQ co c z ROOFING ���~� ` �` AS'04� FIBER CEMENT SIDINGBRIAN R,FLEENERAT 45 DEG �� . �? / . ASPHALT SHINGLE 1 �� ��► `-�� �' CLADDING,TYP- • ?7f�d l� 2 x 6 WOOD PAINTED �� ��' f .1.46.,k_ BASE TRIM , ROOFING ___� \ �i� `= - ' a PT 2 X 4 FURRING 1 '�/ '. - � ► � �A�{n, / I PT2X4TOr-- ,/--' A F 0 CREATE TAPER 4 .it ..- ---,,,,,,/vvy ,,,,,- 7, r,�= `� FLORENCE 1570-16 SDAF MAILBOX MODEL I' Q PT 3 X4 11 I METAL Z'FLASHING V SEE 121A8.05 FOR ROOF SHEATHING MAILBOXES MUST COMPLY WITH ACCESSIBILITY . (TYPE A)PER 21A8.06 a • Q ADDITIONAL STEPPED SOLID BLOCKING, /7REQUIREMENTS. CUSTOMER COMPARTMENT •1 ` a a p ROOF SHEATHING INFORMATION SEE STRUCTURAL REACH RANGE MUST BE WITHIN 48"AND 28" Exterior Details SEE STRUCT COL,PT WOOD . • FOR ADDITIONAL/8 47 SEE DETAILS 6/A8.05& 16& AFF. I n SEE 151A8.04 FOR SEE 1/A0.02 FOR PLACEMENT ON SITE I , �// 4 a INFORMATION 20/A8.06 FOR ADDITIONAL 1 CONC COLUMN BASE, --------- _,, TERMINATION OF STEP o SEE STRUCT - ROOF INFORMATION r U FLASHING AT GUTTER.\,/ 0 O SEEDSHEET A8.05F i PT 2 X WOOD FRAMING co 16 COLUMN SECTION - BASE OF TAPERED COLUMN 12 FLASHING AT ROOF/SIDE WALL 8 ROOF RIDGE 4 CLUSTER MAILBOX ELEVATION I U _ " „ = „ 1 :____. ,',I WEATHER RESISTIVE :. A8.04 SCALE: 3"= 1'-0" A8.04 SCALE: 3"_ 1-0 A8.04 SCALE: 1 1/2"= 1-0 A8.04 SCALE: 1/2" 1'-0 I BARRIER c r' y� c _. _ .> � PT WOOD COLUMN METAL FLASHING Y EXTEND ROOFING PAPER �1 UP THE SIDE OF THE WALL A MINIMUM OF 6" i ��^, SEE PLAN ,, = STEP FLASHING IIIIII) �\� FIBER CEMENT SIDING ;�- SEE SECTION 6 1 O Allitll ^ , � ASPHALT SHINGLE A8.04N'1"-- ,, U. \ �' SEAL BOTTOM OF ROOFINGw �PO� WRB PER WRB MFR I �- WEATHER RESISTANT ESI � , {� 4 03.21.18 Owner Revisions ROOFING IIS \ , 1 BARRIER DOWN OVER METAL METAL RAKE DRIP ♦ / 2 04.27.17 Plan Check Responses Q .illi f �I \ RAN SCREEN W/ / FLASHING SEAL TO FLASHING FLASHING, LAP I r p m OF INSECT SCREEN AT / r ✓ PER MANUFACTURER'S OVER ROOF I •( , - 1/ # Date Description FC PANEL OR BOARD 1 REQUIREMENTS UNDERLAYMENT& p'/ ' #� =a �' &BATTEN SIDING / 'f TRIM FASCIA �� '�� Revisions '5 t w Ir { BOARD �' I7 6 m WEATHER METAL FLASHING 1 ...;.---%,- y// i -...-:i.:',..:....,;::...,-...;„:, .- - January 12,2017 0 RESISTANT BARRIER WITH HEMMED , Ij 1 1 X 3 WOOD Date / - `a'• CONCRETE COLUMN BASE F. EDGE 5" !I r TRIM j / . % : SEE STRUCTURAL ONE PIECE STEP % .1 1 , - a I • '' :. ' THIN BRIGK/STONE VENEER BB, DG, NE FLASHING WITH 4" � r� `'' '� / _ � . • Designed By INTEGRAL % +';• DG, NE, NM DIVERTER-KICKOUT _ I ih ' Q FLASHING ASPHALT SHINGLE r ' \ ROOF SHEATHING '' ;,-• , . Drawn By r` ROOFING r ROOFING UNDERLAYMENT, I'I r ' Ln - 2 X 8 WOOD FASCIA m NAIL ON FLASHING , I TURN UP ON WALL I'° MIN.6"ALL SIDES IILIh�r, r _ J : SHEATHING 6" MIN 1/2"RAIN SCREEN VENT I . ° KJ c in SEE 4/A8.05 L , . 1I W/INSECT SCREEN AT 0 +,. .• Checked By 1 112"GAP II -r�� SHEATHING-SEE FC PANEL OR BOARD& I • • _ ' ' y � STRUCTURAL BATTEN SIDING ONLY I % -, ° = :'-0•: ' 17857 _ _ Project Number ALL o DRIP EDGE ,,``i /� II • , A �� FIBER CEMENT SIDING OVER c FASCIA r RAIN SCREEN OVER WRB ' ' 0 SIDING, RAINSCREEN OVER GABLE END TRUSS, SEE i ' ••_ ' AND GUTTER NOT 't . ` ° •. 4DETAILS ELEVATION FOR TYPE ' - 0 REVISED co SHOWN FOR CLARITY ROOFING SHEATHINGj, 1'-6". • A U_ 15 DIVERTER/KICK-OUT FLASHING 11 FLASHING AT ROOF END WALL 7 TYPICAL RAKE 1 SheetpNum.-r TAPERED COLUMN Copyright 2016 SCALE: 1 1/2" = 1'-0" SCALE: 3"= 1'-0" SCALE: 1 1/2"= 1-0" If this drawing is less than 24"x 36",it has A8.04 A8.04 A8.04A8.04 SCALE: 1^ = 1-0" been reduced.Scale accordingly. rr LOCATE THE UPPER SHINGLES 3" FROM THE CENTER LINE OF THE ONE PIECE METAL VALLEY FLASHING ON EACH SIDE.THE USE ONLY HOT DIPPED FLASHING AT 4'_ LOWER END SHOULD DIVERGE FROM OR STAINLESS STEEL OUTSIDE CORNER EACH OTHER 118"PER FOOT FASTENERS OVER SHINGLES \\11\11 VALLEY FLASHING WHERE SPECIFIED 7 " ,111111 WOOD FASCIA - _-6�F VALLEY 30#FELT UNDERLAYMENT .r r STEP FLASHING BOARD i OVERLAP FLASHING 6" _ DOUBLE ROOF • k:: STARTER COURSE �� �'' `` NNE ESSARY - 6 INVERTED SHINGLE) OVERLAP PAPER 12" — . 14 F- ,, ( OVERLAP PAPER 2" �� 0.• 5 DRIP EDGE or. _-\ -....- " FLASHING OVER 2"OVERLAP ROOF • _ ' �- Otak Architects, Inc PAPER AT RAKE A -\% FOURTH COURSE -,/ i �, 3rd (FULL SHINGLE) �` o `` NAIL NEAR TOP EDGE ABOVE '� ' ' 808 SW ort!Portland,�OR197204 ® PREVIOUS FLASHING 1 X 3 WOOD WOOD FASCIA s'y'` Phone 503.287.6825 SECOND COURSE OVERLAP DRIPN. �0�� �- TRIM (CUT OF 5") Nib, EDGE FLASHING 6" \ �_ l THIRD COURSE ' r — - �_ ,��qTF �Ih� Fax 503.415.2304 (CUT OF 11") ' - f� \ _ O-v R �- j ��1 I �— EXTEND FLASHING 4"UP \\ _ ��� `:411PPAAkv_Xiimr4111PM4111 .------------- _%II WALL AND 4"ONTO ROOF \ ill -- 111111• — _ _� OR AS SPECIFIED BY EXTEND ROOFING PAPER �' River Terrace ......_ ��_ ROOFING UP THE SIDE OF THE ,-Y_ �� f __ MANUFACTURER WALL A MINIMUM OF 6". PLACE NAIL ON FLASHING --I'M-- �� WRAP VALLEY � BEHIND ROOF RAFTER East . DRIP EDGE FLASHING EXTEND ROOFING PAPER PLACE STEP LEAVE 1 1/2" GAP FIRST COURSE(FULL SHINGLE) UNDER PAPER AT EAVE �` UP THE SIDE OF THE WALL FLASHING OVER BETWEEN FASCIA OVERHANG SHINGLE 5/8" STARTER COURSE A MINIMUM OF 6". OUTSIDE CORNER AND WALL (INVERTED SHINGLE) Condominiums 20 ROOF AND VALLEY INSTALLATION 12 STEP FLASHING 8 ROOF/ OUTSIDE CORNER ROOF TO WALLA8.05 NOT TO SCALE A8.05 NOT TO SCALE A8.05 NOT TO SCALE (-41- 8.05 NOT TO SCALE SW Roy Rogers Rd. Tigard, OR 97223 PENETRATION THROUGH / ROOF MUST NOT FALL 6" NAIL ON OVER TRUSSES =' WEATHER RESISTIV � FLASHING BARRIER INSTALL ALL ROOF PENETRATIONS . MUST BE MIN. 18"FROM WALL X WEATHERBOARD `` ROOF TO WALL /` g„ ROOF TO WALL FASHION STARTING THE RIDGE '\;`` FLASHING - -��` ` FLASHING _ �t F---__ FROM THE BOTTOM � '\ � \ ROOF ASPHALT \ ----..-a•-.�� " \ \ \ ,�. ,1, ROOF 1 \\\\ \\ . \\ ,� i \�` SHEATHING SHINGLES I ' \\ I 1 i��\ \\ \ III \\ •\ \\\ %,/ �9,, ��` `` M , , ,\ •, / � ,._ Polygon \ \\\ \\ ��. \\ II \\\ ' ' ' �� SER A1 _ _ \\ \\\ $ tijjN \` �' \\'\ ,',' �,/' \�` WOOD 1 x 3 �GO� 40�i`1 ' Northwest \ \ ii , \ _ \\ \ \ ' \\ \\ �, �', N. i i �`. TRIM BOARD \\ \ N r 703 Broadway Street, \\ \ � / WOOD 1 X 3 /' \\\ \�\ `\\ \\\\\ ,��/ TRIM BOARD Suite 5'!0 \ \ \\\ Vancouver, WA 98660 �_ _ / \, \\ \\\\\ \\ ,, 24" MIN FROM ter_ \ \�� 1 '' FLOW LINE \ WOOD RAKE �' 6" �_ \ BOARD ~ ALL PENETRATIONS TO BE .�G WOOD RAKE ``� A MIN OF 18"APART BOARD MEASURED FROM THE NAIL ON FLASHING TUCK WRB UP EDGE OF THE PROVIDE 2"GAP BETWEEN 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 I I A8.05 NOT TO SCALE A8.05 NOT TO SCALE A8.05 NOT TO SCALE GALV. ROOFING NAILS AT NAIL ON LOCATIONS INDICATED , FLASHING " - 1-PIECE GALVANIZED SECURE DOOR WITH (3)2 INSTALLING SLIDING GLASS DOOR r`� 1/2"LONG STAINLESS PAN WALL, WALL DOOR PAN, DO NOT PIERCE HEAD,GASKETED FASTNERS • DRILL PILOT HOLES THROUGH DOOR FLANGE AT BOTTOM FLASHING C ACROSS BOTTOM OF DOOR LEFT AND RIGHT CORNERS AND AT CENTER OF DOOR(3 a �' ONLY LOCATIONS). 3"MINIMUM FROM FRAME CORNERS. ONE PIECE FLASHING AT f 6" HORIZONTAL WALL TO } o '"\-:::/-:--‘1411111111 INSTALL CONTINUOUS BEADS INSIDE CORNER OVER 6 ROOF FLASHING OVER ro -. -' / OF SEALANT TO DOOR SILL �_ • SQUIRT SEALANT, COMPATIBLE WITH THE ELASTOMERIC SHINGLES AND OVER CORNER FLASHING WRB, LAP VENT •' •" a•' N 1' f PRIOR TO SETTING DOOR, PAN \ COATING INTO HOLES PRIOR TO INSTALLING FASTENERS. STEPPED FLASHING 111 ii FLASHING AND SAMF r ,.� FLASHING TO BE BEDDED IN \ �F I II111f11� FLASHING ANGLE TO RAINSCREEN FURRING AT FCN41 i', ,,i % •�00 �IIN.'La- .' dlpll SEALANT ti, • SECURE DOOR WITH MIN 2 112"(LONGER DUE TO cv �"� j� lrrwrr' \�- MATCH SLOPE OF PANEL OR BOARD&BATTEN • ��r r ��j PRESENCE OF GYP BOARD}LONG, STAINLESS STEEL, PAN SIDING ONLY '� dill lrlllrlltl!lIIIIIIIII!! ROOF 3120 \ '�' DOOR PAN 1 i \\ \ti HEAD, GASKETED FASTENERS. THROUGH WALL PTAC �{ .flt�� rel ,\\ �w GALVANIZED SHEET METAL I. ii BEHIND SLAB I /% Irr1111 SLEEVE l ; �_` � �%�j IIII!!lrll ,� � � \ IIIA �'/ ' \ NAIL MUST BE A • f X115 e o \ '\ \ SELF-ADHERED MEMBRANE \, �� \ MINIMUM OF 3" FROM FLASHING OVER METAL i %)0,RTLAND, OR ! _ .a Q, \ \ \ FRAME EDGE � /Dd< J� \ HEAD FLASHING , ILCONCRETE - ° , \\ NAIL ONQ` / OF !�SLAB _ '\ FLASHING POS� ; \' F� PREFINISHEb \ :(1l 1 Y ``` ROOF SHEET METAL / . FIASHING7YPE6, Exterior Details DRILL PILOT = EXTEND ROOFING / HOLES 3 LOCATIONS SEE DETAIL 21A8.06 / ��`` UNDERLAYMENT UP THE / _ ' - " • USE ONLY HOT DIPPED OR SIDE OF THE WALL ELASTOMERIC COATING A / •E USE ONLY HOT DIPPED STAINLESS STEEL MINIMUM OF 6" (NOT / oOR STAINLESS STEEL -• • / FASTENERS SHOWN FOR CLARITY) / 0 FASTENERS / 18 FLUSH DOOR AT SLAB 14 SLIDING GLASS DOOR THRESHOLD 6 INSIDE CORNER FLASHING AT ROOF / / 4_ A8.05 NOT TO SCALE A8.05 NOT TO SCALE A8.05 NOT TO SCALE / v .6 Y FILL GAP BETWEEN JAMB INSTALL CONTINUOUS BEAD OF EXTEND WRB PAPER OVER METAL / :— I 9"- 12"WIDE NAIL.ON FLASHING MIN, NAIL AND TRIM WITH SEALANT SEALANT OVER NAIL ON FLASHING TYPE A, SEE HEAD f° 1-PIECE GALVANIZED DOOR PAN, ON FLASHING MUST EXTEND MIN 6" ' DO NOT PIERCE FLASHING FLASHING(AT HEAD)AND OVER FLASHING DETAIL 2/A8.06 / BEYOND THE EDGE OF THE TRIM. INSTALL WRB(AT JAMB)PRIOR TO EXTEND WRB OVER / GALVANIZED ROOFING NAILS OVER CONTINUOUS BEAD OF SEALANT ����. SETTING DOOR TRIM METAL FLASHING / AT LOCATIONS INDICATED " ON DOOR JAMB AND HEAD / \i �� UP TURNED END DAM / NAIL ON FLASHING 12 ` • U. \ INSTALL CONTINUOUS BEAD OF .�•«•�♦ �y� • / w OVER A CONTINUOUS SEALANT TO PAN PRIOR TO SN'Va4._.,���♦ N. 1 '-_ / o BEAD OF SEALANT SETTING DOOR ��±mow • �3•, �+���N. 1`• --', / 4 03.21.18 Owner Revisions co 0 DECK TO WALL DOOR FRAME ���' ���,�`.� ; / # Date Description / FLASHING �t i'' 1 / Revisions Ilrrh DOOR JAMB ��'/ SELF-ADHERED MEMBRANE - i IIIII �III EDGE OF ROUGH _ T li FLASHING COLLAR JAMBS / • • • • _ January 3 !1 ,� - _ 12,2017 m APPLY DECK BASE �� 1111111111.1111;:z1131111= ; 44. _ AND SILL OVER WRB s t. Date � p „ �/ %` 11114x1!!11OPENINGCOAT PRIOR TO //// EEEEE a / r,. 4 NAIL ON FLASHING BACKER ROD AND SEALANT "' SETTING DOOR PAN �'��/� %�r�'rllrglr % !��J�� Fllll�hp 41kil r , \HEAD,JAMB &SILL \';, BB, DG, NE / EE4U' •.�''+�--_ �a .%.• 1141 CONTINUOUS BEAp '�� � 'v ��� . ii _ III�I1I II ',,CA..//''''': 111". _r,I" DO NOT PLACE SEALANT ,iii EhrrluElI III nn I %,/,,�,,'• .%-i•''•- OF SEALANT ON BOTH I ,'� ,innIIII IIII �:/'�:, " EXPANDING FOAM SEALANT I� Designed By � .nhlp�i 1 Ir. ./,,�•.•....,�, 112 JAMB AND TRIM SIDE HEAD,JAMB &SILL / �I a IB BEHIND SILL FLANGE JJII2" Of NAIL ON FLASHING :i oo DG, NE, NM LAP DOOR PAN OVER rhrErTRIM / BLOCKING AS REQUIRED / ,I a, DECK TO WALL FLASHING %����grrn��lr� � :�� EXTEND NAIL ON FLASHING 6" ���/ MIN 1/2"BETWEEN , ->~ _ II •, Drawn By SEALANT ALL AROUND ,'r AT SILL OVER A CONTINUOUS "'•� DOOR PAN AND -�� FILL GAP BETWEEN JAMB `'~` ``_ RAINSCREEN FURRING AT FC II'� r KJ cn BEAD OF SEALANT DECK SURFACE ` `�� PANEL OR BOARD&BATTEN / / ' c '- AND TRIM WITH SEALANT / I,, Checked By m INSTALL CONTINUOUS BEADS OF INSTALL NAIL ON FLASHING TO INSTALL BUILDING WRB TO SIDING ONLY E SEALANT TO DOOR SILL PRIOR TOSPAN GAP AND ATTACH TO !\ _FINISH FLOOR o SETTING DOOR PAN, EXTEND TO EDGES SPAN GAP AND ATTACH TO JAMB APPLY WRB WEATHERBOARD JAMB PRIOR TO JAMB TRIM CONTINUE TO APPLY '' -� 17857 0 OF PAN AND ONE UP WALL, PAN FASHION STARTING FROM INSTALL WRB WEATHERBOARD ProjectA Number EW 76 FLASHING TO BE BEDDED IN SEALANT THE BOTTOM FASHION FROM TOP OF SHEET JAMB(SEE STEP 3) STEP 1 (ALL DOORS) STEP 2 STEP 3 STEP 4 STEP 5 . 2 so 0 DETAILS U Sheet Num r 17 DOOR INSTALLATION PROCEDURE 1 PORTABLE AC VENT PORT AT FIBER CEMENT Copyright 2016© ii if this drawing is less than 24"x 36",it has A8.05 NOT TO SCALE A8.05 SCALE 3"= 1'-0" been reduced. Scale accordingly. as ce 2 X 8 WOOD RAKE 2 X 8 WOOD RAKE PREPAINTED GALVANIZED METAL DRIP EDGEINSTALL PT SUPPORT METAL CAP FLASHING ONE PIECE FLASHING WO ROOF SHEATHING FLASHING BLOCK UNDER SECURED WITH STAINLESSo a AT OUTSIDE CORNER ASPHALT ROOF 2X EAVE BLOCKING METAL CAP 7STEEL GASKETED OVER SHINGLE SHINGLES ROOF SHEATHING 'ice FASTENERS, FASTENERS IN ONE PIECE FLASHING AT OUTSIDE CORNER WALL WALL PLACE STEPPED 2X EAVE END TRUSS VERTICAL FACES ONLY OVER SHINGLES WALL WALL FLASHING OVER BLOCKINGio L ASPHALT ROOF 1 !,,, :G, HORIZONTAL WALL TO 6+ ro OUTSIDE CORNER SHINGLES i.I ROOF FLASHING UNDER PLACE STEPPED fi , /�S PER 8001= FLASHING ANGLE TO MATCH ' , i INSTALL 1 PIECE SAMF CORNER FLASHING 613.‹____1____X-1 FLASHING OVER I�`I SLOPE OF ROOF r, ''`` , Na, OWN PLAN BOTH SOD SP AO OFP AND WALL OUTSIDE CORNER IIIIIIIIIIIIIIIII IIIIIIII PT 2 X 6 TOP 4 6"MINIMUM Otak Architects, Inc FLASHING ANGLE TO MATCH SLOPE VIII CAP , . , �. FIBER CEMENT SIDING OF ROOF ILII 808 SW 3rd Ave, Suite 300 OVER RAINSCREEN Portland, OR 97204 FURRING AT FC PANEL OR l 17 BOARD&BATTEN SIDING Phone 503.287.6825 y PLACE FLASHING ;I Fax 503.415.2304 / OVER SHINGLES ONLY WITH WRB OVER PT ��� ! •♦♦ I.' WOOD SHEATHING � t�,Q` POSI. • , „..4 PT 2 X 4 PT2X4 ��P���T� 'Oyu F(O� ROOF i!��� FRAMED WALL "(0 {OSB WALL SHEATHING, TYP.) �'�`�, I. /I E ROOF ROOF NAIL ON FLASHING UNDER 2X , River Terrace EAVE BLOCKING, LEAVE ,;� 777 EXTEND ROOFING PAPER EXTEND ROOFING PAPER <-I, ESOWUNATTACHED CT BOTTOM � . EDGE SO WRB CAN BE � i� . -_- UP THE SIDE OF THE ROOF VALLEY UP THE SIDE OF THE INSTALLED UNDERNEATH. ' • East WALLA MINIMUM OF 6" WALLA MINIMUM OF 6" - '- (NOT SHOWN FOR (NOT SHOWN FOR CLARITY) CLARITY) Condominiums 20 OUTSIDE ROOF CORNER FLASHING 16 OUTSIDE ROOF CORNER FLASHING AT VALLEY 12 GABLE END DETAIL 4 HALF WALL Aa.os CNOT TO SCALE A8.06 NOT TO SCALE A8 06 SCALE: 1"= 1'-a" A8.06 SCALE: 1 1/2"= 1'-0" SW Roy Rogers Rd. Tigard, OR 97223 6"TYP .' �' 6"TYP .� NAIL ON FLASHING TYPE A BELLYBAND BEVEL TOP OF " NOTE FOR ALL STYLES: SLOPE TOP NAIL ON FLASHING TYPE A BELLYBAND 1 1/2 BEHIND METAL METAL FLASHING SEE BEHIND METAL METAL FLASHING SEE BELLYBAND 10 DEGREES UP-TURNED END DAMS TO BE USED AT EVERY MIN. 10 NAIL ON FLASHING TO DETAIL 2/A8.06 FLASHING TO DETAIL 2/A8.06 TYPE A METAL FLASHING SEE TERMINATION POINT AT ALL LOCATIONS EXTEND 6"ABOVE FLASHING BELLYBAND TRIM EXTEND 6"ABOVE HEAD FLASHING DETAIL 2/A8.06 AND 3"BELOW,TYP WALL WALL BELLYBAND TRIM AND 112"X 2"X AND 3"BELOW,TYP 1/2"X 2"X DEPTH MINUS 1/4"CEDAR BELLYBAND " OR PT FURRING AT 16"OC i° DEPTH 112 X 2 X /* OVER NAIL ON FLASHING i �• BENT TO BELLYBAND 100 DEGREES 3" HOT DIPPED MINUS 1/4" WALL WALL c� 5/4 WOOD BELLYBAND �?` / -e--------e-7 GALVANIZED CEDAR OR DEPTH MINUS "� DECK SCREWS PT FURRING 1/4"CEDAR % ED INTO FRAMING AT 16"OCEOR PT FURRING AT BEVEL BOTTOM - N Polygon 4 PLACES OVER NAIL 16"OC OVER r- ON NAIL ON �' OF BELLYBAND iQ Northwest FLASHING FLASHING `� ,./ DEGREES ` BUG SCREEN .- ./��--, 4� ��'//f WHERE REQUIRED 703 Broadway Street, — - - , AREA OF USE: _�� � FLASHING TYPE A Suite 510 OUTSIDE CORNER .. �,,. • BELLYBANDS Vancouver, WA 98660 • WINDOWS WRAP AND WRB ��' • ALL EXTERIOR DOORS 0 • GARAGE WRAPS 514 X 4 MIN WOOD RAIL m EXTEND WRB OVER BLOCKS BLOCK AT WALL 0 METAL FLASHING O FOR FLASHING JOINTS '� i- OVERLAP FLASHING 6"AND 0 STEP 1 SEAL WITH SEALANT z BENT TO vMETAL TYPE A FLASHING OVER 100 DEGREES w EXTEND BELLYBAND EXTEND BELLYBAND s 3" HOT DIPPED 0 6"MIN.AROUND CORNER IF 6" MIN.AROUND CORNER IF BELLY BAND.SEE DETAIL 21A8.06 LAP WRB OVER BELLYBAND IS TO TERMINATE BELLYBAND !S TO TERMINATE � GALVANIZED DECK 4 � METAL FLASHING WITH RUN ON ONE WALL ONLY 1/2"X 2"X BELLYBAND DEPTH N SCREWS WITH RUN ON ONE WALL ONLY INTO FRAMING CEDAR OR PT FURRING AT 16" 4 PLACES INSTALL 1- STEP 1 OC OVER NAIL ON FLASHING ED PIECE CORNER FLASHING AREA OF USE: FLASHING TYPE B OVER t N. BELLYBAND WRB WRB LAP WRB OVER HOE N DECK SURFACE FLASHING, SET /./// s'MIH METAL FLASHING 1/1 , >-— , ANYWHERE S/4E 5KICK-OUT .� COMPLETELY �_ ,IN SEALANT / INSTALL 1-PIECE / _ WOULD NOT BE /4. _ ACCEPTABLE OR AT BEHIND AND I III '��� CORNER WRB VMS/0/ ''�- LOCATIONS WHERE KICK- BELOW ,� (IIIIII IIIIIIIIIII FLASHING OVER AND �/ `-_,` OUT COULD BE DANGEROUS ALSO PLACE �,a' II V IIIIIU,.. `` FLASHING, SET 4 1 �� ' SEALANT TO III `� ����'��III `- / FOR HOMEOWNERS TRIM OR SIDING, RAIN ILII \```\��� ' c 1-PIECE ' SII `\ .+1�31yj /�/ COMPLETELY IN MIN �`� ,� �� SCREENIWRB NOT SEALANT SHOWN FOR CLARITY cNiCORNER .''' • `\```III IU,IIII�� AN OW HIND '���' �,� i R%� " DBEL cg FLASHING V ��� p t ,' 1 i , ��;� .. MINIMUM'2"PAST • in WRB EDGES ALSO PLACE IIIU� I SEALANT TO .../441)111111-411111,1111111111411.11-1111�"\'• i WIDEST PART OF`• ,�j �'� SIDING OR TRIM . & 3720 1-PIECE ����lill 2" �"r• BRIAN R.FLEENER ci PER DETAILS CORNER ��� ��/i/ `X11111 DISTANCE MAY VARY '�IlIIljl II101� �► , at f' FLASHING o i i _ EDGES 11111!!1!1! `1111111 4 a _i 1"f— BUT NO LESS THAN 1 w l • CL i Il11111111101111` I SLIP BUILDING PAPER TO END OF MATERIAL %TAO, R L.,„ x iUP UNDER APPROVED FLASHING OVER — f7`__.___ __ __ _.--.....--.� �� _ NAIL ON FLASHING A '%._-_.__.._. �'///i" /%/////// MINIMUM OF 2" _ OF Q \\,, dic, EXTEND BELLYBAND NAIL ON FLASHING BEHIND 6"MIN.AROUND CORNER METAL FLASHING TO EXTEND 6" 3/8" BLIND HEMMED EDGE IF BELLYBAND IS TO ABOVE BELLYBAND TRIM AND SEALANT EXTEND BELLYBAND TERMINATE WITH RUN ON 3"BELOW,TYP UNDER BENT TO Exterior Details 6"MIN.AROUND CORNER ONE WALL ONLY BUG SCREEN 10 DEGREES 5/4 X 4 MIN BELLYBAND IS TO TERMINAA TE WHERE REQUIRED WOOD TRIM SEE DETAIL 6/A8.06 FOR WITH RUN ON ONE WALL ONLY SEE DETAIL 6/A8.06 FOR STEP 2 AREA OF USE: FLASHING TYPE C ADDITIONAL BELLYBAND STEP 2 ADDITIONAL BELLYBAND INSTALL WRB WEATHERBOARD FASHION gINFORMATION INFORMATION STARTING FROM THE BOTTOM WATER TABLES 0 I= 0 Y t .59 18 DECK RAIL AT WALL CORNER 14 BELLYBAND FLASHING - INSIDE CORNER 10 BELLYBAND FLASHING - OUTSIDE CORNER 6 BELLY BAND 2 HEAD FLASHING TYPES c 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" m e .5 METAL FLASHING cu� � 1 X 3 WOOD TRIM ASPHALT SHINGLE up 2 X 8 RAKE BOARD ROOFING OVER ROOF SHEATHING SIMPSON A35Z OR i H2.5Z AT EACH BEAM iD INSTALLED PER MFR. INSTRUCTIONS111 P--- —re. TOP OF CORBEL / 4 03.21.18 Owner Revisions 0 CHAMFERED PAST / m FASCIA!ROOF COVER / , # Date Description as TO 10 DEGREES r i/ Revisions -5 L__J January 12, 2017 co as Date a X 1a7)m I- � BB, DG, NE Designed By EASE EDGES be \ DG, NE, NM ;L Drawn By Lc) KNEE BRACE PER co DRAWINGS KJ c Checked By I PROVIDE HOT DIPPED JI 17857 o GALVANIZED OR STAINLESS Proect Number STEEL BRACKETS AND NEW FASTENERS ONLY. PRIME SHEET 4. Y ALL FACES BEFORE OF OF INSTALLATIONS 0 06NDETAIL Q to 5 Sheet Num.-r ai WOOD BRACKET AT ROOF CONNECTION Copyright 2016© A8.06 SCALE: 1 112" 1'-0" if this drawing is less than 24'x 36",it has 5 been reduced. Scale accordingly. as MIN 4 FASTENERS MIN 4 FASTENERS FIBER CEMENT PANEL - !I /+M1 PER BAR PER BAR \ 0 a RAIN SCREEN I,f V FIBER CEMENT PANEL 1 \ \ �; /\. ALL FASCIAS AND BELLYBAND 1 � WRB LAP OVER ;I • SIDING I I I ABOVE SHOULD SIT 1/2" PROUD V METAL AND SAMF t I I I \ OF COLUMN CAPITAL FLASHING - RAIN SCREEN I I / I SEE 18/A8.04& 171A8.07 � WRB LAP OVER r i II I I \ 3 FOR ADDITIONAL / I METAL AND SAMF j I SEE 18/A8.04 FOR \ I WOOD TRIM(SEE ELEVATIONS) - I _ INFORMATION I I ,: FLASHING ADDITIONAL / 3 SECURED WITH HOT DIPPED OR \ METAL FLASHING TYPE C i � 1 • SEE 181A8.04 FOR �� INFORMATION l • STAINLESS STEEL FASTENERS I I PER 2/A8.06 I I ADDITIONAL II ,.. \ I \ ONLY Otak Architects, Inc SLOPED WOOD CAP _, I INFORMATION % II \ \ I — , I \ FLASHING TYPE -0.--------------- i WOOD CORNERS 808 SW 3rd Ave, Suite 300 WITH DRIP / 1 I _ A FLASHING I i. %� UNDER LEDGERPortland, OR 97204 METAL HEAD \ I I EXTEND 112" I FIBER CEMENT'SMOOTH' _ Phone 503.287.fi825 ......_ , FLASHING TYPE C /_+ I \- ' > PANELSINGSEcUREWITH l 1 -- I ` GAP BETWEEN PAST COLUMN r MOT DIPPED OR STAINLESS ` � 1 t �!` Fax 503.415.2304 2" MI-31•;.) SLOPED WOOD % ; \ AND OF CONCRETE ON EACH SIDE �• STEEL FASTENERS ONLY NAIL ON FLASHING \ -. ._-- I (SEE DETAIL ' BEHIND WOOD 1 '� GAP WITH DRIP r \ 21A8.06) -- - BLOCK AND OVER WRB TRIM \ PT 2 X BLOCKING BEVEL I \` f r TOP 10 DEGREES \ , . \ I I ALL EXTERIOR \ LUMBER AND ' SELF ADHERED // , i d River Terrace PLYWOOD TO BE \ \ MEMBRANE FLASHING, ! i a i \ PT POST INSIDE COLUMN PRESSURE-TREATED LAP OVER BOTTOM OF \ a I7 METAL Z FLASHING J�4 \ WRB MIN 4" ` PT WOOD COL, - / i � I East TYPE A PER 21A8.06 - SEE STRUCT �\ WRAP SHEATHING WITH V \ THIN BRICK STONE \ FIBER CEMENT %i I / ° , ' WRB OATEY HYCO BARS, VENEER SIDING I \ \ .•^/4 INSTALL IN DIRECTION Condominiums MORTAR JOINT WHERE \` RAIN SCREEN I " "' %/ a AA ,,,,,,,,,...- , , FIBER CEMENT'SMOOTH' 4 MIXER VALVE STRAP SHOWNREQUIRED I it! PANEL SIDING SECURE W ITH A8 07 NOT TO SCALE SW Roy Rogers Rd. • \aHOT DIPPED OR STAINLESS MORTAR SETTING BED USE ONLY HOT • \ \ STEEL FASTENERS ONLY Tigard, OR 97223 ` \, 4., DIPPED OR STAINLESS USE ONLY HOT _`- - STEEL FASTENERS ...• WOOD CORNERS DIPPED OR STAINLESS VENTS 1-UPPER& 1-LOWER li ALL RAILS AND CONNECTIONS ARE TO BE BUILT AND \; , FLASHING TYPE B INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. STEEL FASTENERS -- /\ PLACE ON NON-EXPOSURE It SIDE OF COLUMN THIN BRICK/STONE N \ If.:,,,,/ I (SEE DETAIL 21A8.06) ALL RAILS AND CONNECTIONS ARE TO BE DESIGNED TO VENEER a 4 RESIST OSSC REQUIREMENTS. ALL LUMBER AND a / MORTAR SETTING BED / WOOD TRIM SECURED PLYWOOD TO BE SUPPORT FOOT PER PRESSURE TREATED AT MORTAR JOINT WITH HOT DIPPED OR MANUFACTURERS SPECIFICATIONS, �.� COMBED SCRATCH COAT I` COLUMN BASE WHERE REQUIRED • STAINLESS STEEL DO NOT ATTACH FOOT TO DECK ' K-LATH:ATTACH WITH 2"X V i a 40. • d FASTENERS ONLY �� " WRB LAP OVER METAL FLASHINGli PREPARE SETTING \ 2"CLEARANCE TO ��-- 518 CROWN (MIN)STAINLESS BED PER VENEER DECK OR CONCRETE STEEL STAPLES AT MAX. 6" PT PLYWOOD 41! MANUFACTURER'S ' . \'. , / ELEVATION Aidl INTERVAL VERTICALLY ON ` N PT POST I _ INSTALLATION \ \ \� �� Polygon STUDS 16"OC INSTRUCTIONS • i` 4 \ PT POST �\ �� DRAIN BOARD ---� - � USE ONLY HOT § 9/ -- ' \ . .. a ''''.-.•------ ---,.......-------' ....,....._.,_ \ Northwest \ DIPPED OR STAINLESSF (2)LAYERS 60 MIN GRADE'D' STEEL FASTENERS / MIN CLEARANCE / .1 Q X�' ..„---r \v BUILDING PAPER OVER WRB • PAVEMENT ---..„-"E--` I /'.4 % RAINSCREEN OVER \' i 703 Broadway Street, PT 2 X 6 SILL PLATE "z-MAX"COLUMN N ? ` 4 a a • rs WOOD SHEATHING Suite 510 EXTEND 1" PAST TOP I BRACKET / �, SLOPE ' a WRAPPED WITH WRB OF CONCRETE \ •• ALL PT FRAMING MIN / FIBER CEMENT ' 1 1 . - Vancouver, WA 98660 INSTALL BUG SCREEN :4: 1 112"OFF CONCRETE �j a SMOOTH pOtG H PANEL ,/ ` • „.„„....y/ I ��-- PROVIDE PT FURRING/ FOUNDATION d d FRAMING TO MAKE \ 4"MINIMUM TO FINISHED GRADE ► a a I' COLUMN REQUIRED •NCHOR RAIL THROUGH OR 2"TO PAVEMENT UNO •-. .4: ._- -- 4 ' PT 2 X WOOD BASE TRIM _* WEEP SCREED •'e ,�. O. 4 • • 4ad 4 r - DIMENSION . FASCIA AND SOLID BLOCKING FOUNDATION WEEP SCREED '.•4 BUG SCREEN PER MANUFACTURES 2"CLEARANCE AT '` " y WOOD CORNERS \�o REQUIREMENT, USE ONLY tr • • ° • BASE FOR TRIM TO HOT DIPPED OR STAINLESS ----1 I 1----.I I 17.-_.---; ; 1----1 1 I---S I I k .' • '4 • d .. _ • NOTE: IF COLUMN IS STEEL BOLTS AND WASHERS ---! i I ' ' I— .•". '� - PLAN FURRED OUT AROUND SET IN SEALANT. _ ----1 I 1----..._.I I�.__.M .._......I , -.I I E 1-;._:a •• ' ' . = • PAVEMENT �I i ! I I i l I i / POST,ADD AIR VENTS A5 I i I I '-`.).':•- t ::-• -::• ( SHOWN IN BUILT-UP WOOD SEE FOR COLUMN DETAIL 15/A8.07 ADDITIONAL 19 THIN BRICK VENEER ON FRA ING 15 WOOD COLUMN 11 STONE COLUMN 7 SOLID COLUMN 3 DECK RAIL INFORMATION A8.07 SCALE: 3"=1'-0" A8.07 SCALE: 3"= 1'-0" A8.07 SCALE: 3"= 1-0" A8.07 SCALE: 3"=1'-0" A8.07 NOT TO SCALE e. • r INSTALL 1 PIECE INSIDE i° �+ 6 CORNER FLASHING WRB 1-PIECE METAL SADDLE FLASHING OVER WALL SELF ADHERED BASE FLASHING a MSN 4 4b�� - 11, MEMBRANE FLASHING INSTALL 1 PIECE \ 4" PLACE SEALANT 4"x 4"WALL TO DECK -- I DECK TO WALL FLASHING o_ OUTSIDE CORNER TO SEAL EDGES FLASHING,OVERLAP JOINTS 11//:/// I PER DETAIL 6/A8.07, BUTT co FLASHING WALL WALL MINIMUM 6"AT STRAIGHT SEE STRUCTURAL ' TO WALL&EXTEND BASE N BLOCKING REQUIRED r i COATING SYSTEM TO r� WALL WALL RUNS OF FLASHING FOR RIM AND WATERPROOF DECK �� TOP OF FLASHING co PLACE SEALANTI - N TO SEAL EDGES • �`, :::"'""--------..... PLACE BEAD OF - _ -_ • lila+,.� III 1111111111N �.,1111111l I ,� SEALANT BEFORE WALL_ 111 � WALL' ,� - ! � : , u, �!�' INSTALLING INSIDE II ��<; �111 `� � ;, 1 • =i1 PT 2 X JOISTS 3720 iii // III CORNER FLASHING I I ```p� 4ii� � I1111111111111111111,1,1',1., II . o.• 01- I I BRIAN R.FLEENER4 p PLACE BEAp OF ,�/� %/// \ � a``. .. , SEALANT BEFORE ce. .>, :- • 3� 0 • 4140 , -� I I PLYWOOD DECK SUBSTRATE ❑ .may �� PORTLAND,OR a INSTALLING OUTSIDE fi -____A__ '-:3 SEE STRUCTURAL FOR CORNER FLASHING / I•a�� -l'} YI 3 X �• \ CONNECTION DETAILS 4 4 4" SPAP••. :------\---3,- 1 \ r i PT 2 X LEDGEROF 0 ��tAti'♦ -t-- 1 �I i"1- PT PLYWOOD FURRING 44441®��i .--t-14----- , DECK SHEATHING WRB EXTEND TO ABOVE r STRIPS 112"X 1 112"X WOOD SLOPPED ��� a --' LAP FLASHING OVER DECK TO ABOVE WALL LEDGER HEIGHT AT ' WOOD SLOPPED • ♦#.441 . ---\-- CAP , �♦ � 1-PIECE INSIDE FLASHING EVERY LAG. ` Al4. ► CAP 011111414111111* • • �i®♦ ♦♦ CORNER FLASHING Exterior Details ".♦.♦♦, '.7.4. • MINIMUM 3"AND SET FIBER CEMENT SIDING Ir WOOD SKIRT TRIM , ���: - - IN SEALANT 1 4,,,. WOOD SKIRT TRIM I � ., fj �� -—; ---7 4 \ \ 41N1 11 • ir 41 4. • • ,„ .. • -E THIN BRICK/STONE VENEER ) THIN BRICK/STONE ► r$4(Ie►♦ _..._.-. \ SIDING NOT SHOWN FOR BASE VENEER BASE • �$(4, ''--� _�- DECK TO WALL FLASHING CLARITY ABOVE STEP 1 , STEP 1 . ,.. ���."A tv---\---- --3-._._-- / a� 4144 -----w\\1- 6 DECK FLASHING - INSIDE CORNER 2 WATERPROOF DECK COATING Pe /A; NOTE: 1-PIECE CORNER FLASHING "y ���� ; ' O�d♦� .__ `"�^~ A8.07 NOT TO SCALE A8.07 NOT TO SCALE `ELAP WRB OVER MAY BE INSTALLED OVER FLASHING \ :-...V.44•4 �,♦�0++� -fi r_. AS SHOWN IN BELLYBAND FLASHING ♦ �� -- •5 FLASHING \ DETAfL101A8.06 •• ' 44* •. .~.- _w ♦♦� �`�� - — PRE-FORMED to )♦♦ EDGE OF WRAPPED HALF-BOOT > TYPE C FLASHING SEE MEADSc,• - � COLUMN, SEE SECTION A C01) TRIM PIECE#2 LAP FLASHING OVER ` /4" FLASHING DETAIL 21A8.06 : �N♦ ._-}} • `\` 2-PIECE 1 PIECE.OUTSIDE WRQ ♦+♦ __--1 FLASHING BOOT I i CORNER FLASHING O MINIMUM 3" ND SET WRB WRB ,' �/ z 10 0 +. \ • • \�\\ AROUND COLUMN�_ OVERLAP TRIM PIECE#2 W IN SEALANT �,/ II a �►��♦ MIN. 2"OVER TRIM PIECE I \\ I ♦ / 4 03.21.1$ Owner Revisions -o ,� SEE DETAIL Il���ilpp r �js�� #1 IN THE DIRECTION OF �� I\/' WRAPPED WITH ♦• \ �I I\I POST TO DECK �' I 91 /A8.07 �``�� , I �`� ' �-~ WATER FLOW � " �, I I WRB # Date Description co �\ ` aZ1 4 \7� 1 \� Revisions ' PRE-FORMED HALF-SOOT w A8.07 I-5--__,,,1-52: IIIIII 111111111111 \ - �� III All' LAP WRB OVER ° a I TRIM PIECE#1 P�� I January 12, 2017 \ IIII � FLASHING / \� I F�o� ,/ 1Date cc %olop /./ �� THIN BRICKI ,, . I ��� �--BOOT AND DRIP FLASHING: 1v DRIP FLASHING OVER BOOT ai a' 11 r0,.., � EXTEND BASE COAT VERTICALLY j� I AT OUTSIDE CORNER BB, DG, NE � STONE VENEER BECK Pi* `.� TO TOP OF FLASHING I I 4"h/ MORTAR :I �I �� .---i---- 1 Designed By / SETTING BED ' LAP FLASHING OVER . „ DG, NE, NM /' , ` I Drawn B r 1 PIECE INSIDE y %140 ti SCRATCH COAT �� ,r, CORNER FLASHING _♦ co WOOD SLOPPED ;:'} MINIMUM 3"AND SET METAL LATH-SEE DETAIL 19/A8.07 WRB OVER PT PLYWOOD / KJ CAP IN SEALANT ► FOR FASTENING REQUIREMENTS --- SHEATHING SEALANT 3"MIN EACH SIDE OF i Checked Bamif REM PI " yE ♦o 4, DRAIN BOARD/RAINSCREEN T PIECE#1 3 MIN \ 17857 ► MATERIAL tai WOOD SKIRT TRIM Project amber Q oe04,1r- WOOD SLOPPED (2)LAYERS 60 MINUTE GRADE'D' 1 NEW7 THIN BRICK/STONE CAP BUILDING PAPER OVER WRB SECTION A SHEET ..ill VENEER BASE / OF NEW E STEP 2 WOOD SKIRT TRIM STEP 2 - , 8 07 DETAILS 4) OUTSIDE CORNER THIN BRICK/STONE INSIDE CORNER COLUMN FINISHES NOT ■ 0 VENEER BASE SHOWN FOR CLARITY Sheet Number ai 17 STONE TRIM FLASHING (WATERTABLE TRIM) 9 BRICK/STONE VENEER INSTALLATION 5 COLUMN AT WATERPROOF DECK COATING SYSTEM Copyright 20160 I. If this drawing is less than 24"x 36",it has A8.07 NOT TO SCALE A8,07 NOT TO SCALE A8•07 NOT TO SCALE been reduced.Scale accordingly. ix 0 0 . o a U GARAGEI GARAGE / 01 FLOOR01 FLOOR �-- SLOPE 118" PER 1'-0" �--- SLOPE 1/8" PER 1'-0" „( 10'-°” 10�-0" Otak Architects, Inc a• : r \• - . •.• .e -�-- • _ - - AT - - FIRST FLOOR TOP SHEATING - : ,' e - ;T_' • • •�•; :� a . -� �--- - -FIRST FLOOR TOP SHEATING ' • .• ♦114�4`4141444+♦�4411141411/114,4144444I1 414414 44114444144 4�41144411141441444t14444 41144414r♦44�411`414• ., ♦1441�4444141411141444♦414♦ 9 10 1/2" EXTERIOR FOOTING, 444/4414/ 441144144414141411414441441414144,41441•4141141444111444144144444r♦414a/4 9' 10 1/2" 808 SW 3rd Ave, Suite 300 a. - SEE STRUCTURAL Portland, OR 97204 BASEMENT TOP OF PLATE _ • _ BASEMENT TOP OF PLATE op EXTERIOR FOOTING, r• - ► - 8'-9 314" •" ; 8'-9 314" Phone 503,287.6825 SEE STRUCTURAL �' ■ _ _ • . , ,, �► Fax 503.415.2304 - TOP OF CONCRETE to 1'-4" 1'-4" 1'-4" 1'-4" '► 1 -4 1'-4' 1'-4" 1'-4 d°: STEMWALL ,r ,• , _ ► • r3 TOP OF CONCRETE , si, •„ r. `• -y\ `" �' y I r' • ;'-- STEMWALL r • , . \ \ \ \ , . . , \N. o 1.5 o OPEN OPEN b LINE OF GRADE BEYOND s River Terrace cv iN1 \ �, \\• 6"OFFSET FROM SOIL_ N OPEN _ LINE OF GRADE BEYOND \` ' : _ , -d;, •4.' . ,'' UNTREATED WOOD TO 21A \\\ 1' I _ BE PLACED AT LEAST , ��- East • a \ \\\\ 6"AWAY FROM SOIL LINE - \\ .. • " % 4_.. ••. • A • d, t . i / �r Q { 6"OFFSET FROM SOIL = \� - Condominiums • .�.. - . �: A t a •e : • • . _ y- - \ `� \ t . . •. �•• f ,ap•�: 'a \ ti. UNTREATED WOOD TO ` - BE PLACED AT LEAST `a / 6"AWAY FROM SOIL . : ,- . • - • f•- \.( SW Roy Rogers Rd. - _ : ••• •..' w OPEN ' STEPPED FOOTING •: , \ • °-• • . . \ Tigard, OR 97223 •� •. , \ , e •.. , SEE STRUCTURAL 1/S5,1 I • . , _ , : • ' _-] s �'_0*• Z • \ - CONCRETE PONY . _ . , CONCRETE PONY WALL • • °s• - • � - ' . I'm - WALL STEPPED FOOTING, '�°• `. q.. - _ .. •1 _ ,aa "o AT STORAGE .■. �... .: - ' SEE STRUCTURAL 1/S5.1 - •b.. . • , '• a cs 4 •\ -\� N _ .. 9 e -'c ` a•;,; � {�. "n.., . e' _ 4 I! -• r r " °� , '' .� ' �--` -'r , - ` BASEMENT TOP OF SLAB - - - „` . d BASEMENT TOP OF SLAB -- - �. r a ,: 0'-0° 4.. :„ - - 0'-0■ I I SEE PU*I Polygon Northwest . SEE PLAN 703 Broadway Street, • .11_ Suite 510 Vancouver, WA 98660 3 CRAWLSPACE SHEAR WALL 'C' 1 CRAWLSPACE SHEAR WALL 'A' A8.08 SCALE: 1/2"= 1'-0" A8.08 SCALE: 1/2"= 1'-0" • III 2 GARAGE iZ "' I --- SLOPE 1/8"PER 1'-0" 01 FLOOR Az N CS/ _ IiIi '*- - • tee, ,. 4L1,;!-.' .`.- -.' . . ''. '' -. '+ _•____- :_ ____'-.,- ' ' 1-:, '° ", •d1-' • - - IRST FLOOR TOP SHEATING co -EXTERIOR FOOTING, 9• �4+11414�4414414�44+♦441444�+♦44�44+♦44�44��41����1444444�•4444/4+♦444r1��4��4�f 9 - 10 112 4. i- - •a .1 ,h _ BASEMENT TOP OF PLATE AL N SEE STRUCTURAL �� : ‘1!'s..• _ s- — 8'-93/4 3720 a' 1$"MIN ;• 1'-4" ,, 1'-4" 1'-4" ,, 1'-4" so. BRIAN 8,FLEECIER 2 a STTOP OF EMWALONC. . F — � — \ l _ PORTLAND!OR ,................. -1 1/2" LETTERING N ,\` I \ i II OF 0 .:.. . LINE OF GRADE BEYOND 1" LETTERING UNO • • OPENOPEN a \ -• Crawl ace . . 6 3, . i • .. .. . ■ . t . Z . ,, ir 5" NUMBER, 1/32" RAISED TACTILE BLACK •N 4 'A - \ N Shear Walls SEE STRUCTURAL 1/S5.1 - :.. --- - a',•• •• -- "t , . ,, ,. y•• * - .... \\ A8.12.1 ¢ 26 — ;GRADE 2 BRAILLE 14 ` •, .: \ �, ar • co • • E M -N..,-. - 1' al ■1 L•- .jam ; d.. ` \ �r a) 1" LETTERING, UNO f r 4 f +,`' N CONCRETE PONY I a _ - WALL `! a • ,� ' A SIGN SIMILAR TO THE EXAMPLE SHOWN ABOVE WITH t •'� •: •a; �• •-.- ▪ iv - CORRECT STAIR DESIGNATION, STORY DESIGNATION, 3, DIRECTION TO, EXIT DISCHARGE,AVAILABILITY OF ROOF i �t ,�• •. , : .• � .ic • � BASEMENT TOP OF SLAB 0,_0" _ .. ! - - O ACCESS FROM THE INTERIOR EXIT STAIRWAY AND •- � �ii- �' �, '-�4 �' -'" - � .• 4 03.21-18 Owner Revisions w • TOTAL NUMBER OF FLOORS ALL FOR THE FIRE - -. . ' • : ;.q• - .1`.*:��•- r, .,•,' o DEPARTMENT BUT ALSO INCLUDED IN BRAILLE PER ICC e - • 2 04.27.17 Plan Check Responses o A117.1,AND MEETS THE TEXT REQUIREMENTS PER co 1022,9.1, SHALL BE LOCATED AT EACH LANDING OF # Date Description o' INTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO BE I Revisions o 'd 5'-0"AFF IN A POSITION THAT IS VISIBLE WHEN DOORS m ARE OPEN AND CLOSED. CHARACTERS AND THEIR January 12, 2017 BACKGROUND SHALL HAVE A NON-GLARE FINISH AS SEE PLAN Date U WELL AS SHALL CONTRAST WITH THEIR BACKGROUND ' - -- --------o-' WITH EITHER DARK CHARACTERS ON A LIGHT BB DG NE I... BACKGROUND OR LIGHT CHARACTERS ON A DARK `07) BACKGROUND. SEE STAIR PLANS FOR PROPOSED Designed By LOCATIONS. O. 4 STAIR IDENTIFICATION SIGN 2 CRAWLSPACE SHEAR WALL 'B' DG, NE, NM ti • Drawn By co A8.08 SCALE: 3" = 1'-0" A8.08 SCALE: 112"= 1'-0" KJ Checked By 17857 U o p 2ecterw O NUMBER, BEFORE s w A8.06 Q o Sheet Number ai Copyright 2016© CC. If this drawing is less than 24"x 36",it has • been reduced. Scale accordingly. a) tr 2 x WOOD FRAMING MAY BE USED IN LIEU OF METAL FRAMING- MAINTAIN HEAD CLEARANCE o a . 1-HR RATED CEILING .10 115/128" I REFER TO PLAN AND COORDINATE WI MECFI ,► �- ASSEMBLY °r PROVIDE SOLID BLOCKING AT �' 1 1/8"PLYWOOD TYP FLEXIBLE I • AT TREADS SOFFIT FRAMING,TYP NOTE WATER I CAULKING AND RELATED MATERIALS SPECIFIED IN UL CONNECTIONS 1 I 1/4"X 3"LAG OR .-S• SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE EXPANSION BOLTS . ~ • `�' SEE 1/2"PLYWOOD TYP REQUIREED FIRE RATING. I I (OR APPROVED - m l- n AT RISERS I EQUAL) - •' _'` j40 w w k l SECTION 14--**-------- UL SYSTEM NO WL1001 AT METALLIC PIPE co COi OR CONDUIT CONDITIONSI �f I J 3/4"X 24 GA. ' STRUCTURAL MTMBER Otak Architects, Inc �_ ROUGH OPENING= �, PLUMBERS I I I 11 I I CONDUIT CONbII* UL SYSTEM NO �"ONS L2003 AT NON-METALLIC PIPE OR DOOR SIZE+3/4" TAPE(OR 808 SW 3rd Ave, Suite 300 4"X4"BUTT HINGE WELD APPROVED 0 Portland, OR 97204 co f J `I .� PIPE RISER --_-)r-) TO DOOR AND FRAME EQUAL) I I I r I` MECHANICAL N. STRUCTURAL Phone 503.287.6825 DUCTS,SEE _ • '-1 1"X1"A 118^STEEL WALLII J Fax 503.415.2304 MECHANICAL / 4 ° , + ANGLE DOOR STOP MEMBER I METAL ANGLES,TYP Y� ` 0 BLOCKING STRINGERS, SEE 518"GYP BD ON 7/8"METAL HAT _ AT SOFFIT 1 STRUCTURAL „,?-------..\,!1 +� S CHANNELS AND 2 1/2”METAL STUDS FRAMING L. wL I .- ry� AT 24"OC W/METAL TRACK TOP& ---1,\,,-- ��' , 4 River � CEILING AND WALL FRAMING {2)LAYERS 518"TYPE 1• 1 - a' _ -„'_.:.► '. - 1 : .. �� •.� - -='I•,-- -- X”GYPSUM BOARD AT 1 f FIN FLR I UNDERSIDE OF STAIR SEE AND LANDINGS, TYP PLAN SEE PLAN ANGLE FRAMETEEL DISTANCE ,r +, NOTE: FILL BETWEEN WALL SEE PLANEast FROM AND WATER HEATER WITH . WALL 2X BLOCKING WITH CUSHIONED FACE Condominiums 20 SOFFIT AT MECH DUCTWORK 16 INTERIOR STAIR RISER 12 PLUMBING PENETRATIONS AT 2-HR WALLS 8 WALL ACCESS PANEL DETAIL 4 WATER HEATER STRAPPING A8.11 SCALE: 1 1/2"= 1'-O" A8.11 SCALE: 1 1/2"= 1'-0" A8.11 SCALE: 1 1/2"= 1'-0" A8.11 SCALE: 1 1/2"= 1-0" A8.11 SCALE: 1"= 1'-0" SW Roy Rogers Rd. Tigard, OR 97223 ,:p,::\ A ,„,:, . ,,, . i xi . x t ::. , ,.,: NOTE • i i SEE PLAN I- - -� i; ;'CAULKING AND RELATED MATERIALS SPECIFIED IN UL z NAILER AS REQUIRED 1 1/2"DIA CONTINUOUS SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE ROOF/CEILING Z 0 1/2"PLYWOOD -I REQUIREED�y - STAIN GRADE WOOD REQUIREED FIRE RATING. FRAMING SEE g = INSULATION BEDROOM ^ CLOSET `' HANDRAIL WITH METAL STRUCTURAL BAFFLE,TYP '� SEMI-RECESSED FIRE 1 112" SUPPORT BRACKET AT * UL SYSTEM NO WL1001 AT METALLIC PIPE (D :,;, . ¢ DOUBLE 2 x UNLESS EXTINGUISHER �' OR CONDUIT CONDITIONS w 0 / ^µ I CABINET-INSTALL 1 CLR 6'-0 OC MAXIMUM •1 ¢ z : NOTED OTHERWISE ON ct 1 x 3 TRIM, PAINT / STRUCTURAL Polygon w I •'. PER _ • * UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR 12 g . MANUFACTURER'S :.I •':': ¢ ¢ I _` �" ' rL CONDUIT CONDITIONS I z Z I DRAWINGS r I- • ► 5 INSTRUCTIONS 2 X 4 BLOCKING FOR • _ I/ PIPE RISER o = I m J I �^ k, Northwest '.'<L HANDRAIL SUPPORT U r u_ . : .��. N /- �- BIFOLbDOOR TRACK . / N IPz I "=_ , 111¢ I ` WRAP FRAMED • _ .-11[_ m 17 _ l It 1 I OPENING WI 51$" _ ,I - - �1[_ ,� ' * ,s • �; Suite O 'r TYPE'X'GYPSUM - › (2)X 4 BLKG - _ " Vancouver, WA 98660 O �� • BOARD TO MAINTAIN _ ;. m c> �� S AT EACH END GYP BD @ JAMB BEYOND I VERIFY I .• •s, 1 HOUR ASSEMBLY �,, ¢ WITH MFR I''~ � � " :_,•, o tj 0"X30" 1-HOUR i -- ` ATEDPRE- SEE SECTION �� BIFOLDDOOR INSULATION , il- s.,• 1' MANUFACTURERED BEDROOM CLOSET ACCESS HATCH 1_ _ 1 1 `•-•:, TOP OF FEC TO BE SEE PLAN SEE PLAN 1 •'•.( •� /--.'I 4'-6"ABOVE FINISHED FLOOR 19 SEMI-RECESSED FIRE EXTINGUISHER CABINET 15 INTERIOR STAIR HANDRAIL 11 PLUMBING PENETRATIONS AT 1-HR WALLS 7 RATED ATTIC ACCESS HATCH 3 INTERIOR BIFOLD DOOR HEAD A8.11 SCALE: 3"= 1'-0" A8.11 SCALE: 3"= 1'-0" A8.11 SCALE: 1 112"= 1'-0" A8.11 SCALE: 1" = 1'-0" A8.11 SCALE: 3"= 1'-0" 26 GA METAL DUCT-FIRE 3/4"MIN WOOD CAULK PENETRATION AT SHEATHING UNDER TUB FIRE PROTECTED/ 1-HR PROTECTED TENTED GYPSUM BOX, — — (2)LAYERS 518"TYPE'X'GYP BD ON WR 518"TYPI='X'GYP BD 2 x BLOCKING AT JOIST BAY ENDS, SEE MECHANICAL,TYP �f IV a. TUB I SHOWER AROUND TUB AT RATED ON 2 X FLAT FURRING AT FLOOR 2 ENCLOSURE WALL ONLY,TYP _ _• SEt PLAN \ E AND ON SIDES OF FLOOR JOISTS SEE SECTION o FILL VOID BETWEEN DRAIN r'� OUTLET BOX,TYP7,:: c• NO. • 2-HR WALL, I BEDROOM F••• PIPE PER UL SYSTEMSEE PLAN (v F-C-2204 y CLOSET \ \ .I -- --- � DOUBLE 2X UNLESS APPROVED :I.', �_ - ~ , OTHERWISE NOTED ON • �' • 0 314"PLYWOOD OR SEE SECTION NONCOMBUSTABLE ` : z _ ,.., I„ , , �1 - • `� c cv 5/8"GYPSUM BOARD ■ IPO _ STRUCTURAL DRAWINGS '�i ii5PATCH PER UL " r`�'r : �_ FIRE STOP AROUND - _ ,, ::M;0 : 22 ALL MEMBRANE I- _ .„ 72, PENETRATION,TYP SI 1 • IBYPASSDOORTRACK• X BRANRLEENR_ ._.. ,___„___._ 77- == _—__ _ �L -_ )( X - _.2 f I 1 114" - e VRIZLAN/0/70R • a. DRAW I , . ¢ I i ' 'LOCATION ' SEE PLAN ~ _ fla _ C} T OF 0 ♦♦ , .I'♦ •♦ SOLID STUD FOR NAILING _ ._ _ "-{ 1 x 3 PAINTED TRIM 'IV/Vitt tlItt� ♦♦ ♦� �� /LL____\ •I - + : • AT WALL INTERSECTION rI I x 1 PAINTED TRIM SEE PLAN • ' TYPE'X GYP BD EXTEND(2)LAYERS OF 5/8" 1/2"x 3"NAILER BYPASS DOORS CONTINUOUS BEHIND TYPE'X'GYP BO PAST BLOCKING AT FLOOR % Interior Details TYPICAL FLOOR JOISTS, - - RESILIENT CHANNELS TO GYP FRAMING AROUND FAN, / SEE STRUCT STUD AT INTERSECTING In BD CEILING,TYP ALL SIDES TYP GYP BD JAMB-TYPI — PARTITION B - -- BAY FIRE CAULK AROUND FAN, IPc TYP v ELETRICAL/MEMBRANE • 18 PLUMBING TRAP AT TUB ENCLOSURE 14 2-HR WALL INTERSECTION 10 PENETRATION AT 2-HR WALL 6 FIRE WRAPPED JOIST BAY AT BATH FAN 2 INTERIOR BYPASS DOOR HEAD -� A8.1'� SCALE: 1"=1'-0" I A8.11 SCALE: 1 1/2"= 1'-0" A8.11 SCALE: 1 1/2"= 11-0" A8.11 SCALE: 1 1/2"= 1'-0" A8.11 SCALE: 3"= 1`-0" 03 Y I (D p 9 V .,� 1-HR ENCLOSURE: (2)LAYERS 5/8"TYPE EXTEND ATTIC • _ Y I �-- FINISH SURFACEN 'X'GYP BD W/FLAT 2 x 4 FRAMING AT INSULATION OVER A 0 TOP AND ALL SIDES --- ENCLOSURE ,., •. — SEE PLAN u_ , w '_ ENCLOSURETUB/SHOWER B R . . - , . N . .IA �/=G1 OUTLET BOX,TYP ': /\ 1 m � SEE LL0JAMB SIMILAR-SEE # Date Description L • I SEE PLAN PLAN . - - �'' - ` / ' "- `-` - HEADER SIZE Revisions v SEE 181 A8.11 FOR I 1-HR ) •: - - - •5 INFORMATION AT APPROVED 0//U/ / O January 72,2017 mWALL NONCOMBUSTABLE v' r Z :-� FACE OF FINISH AT ry THIS LOCATION l:-.'_ :.:I :_ T•- FIRE STOP AROUND ;:j PERPENDICULAR Date CI TYPE'X'GYPSUM BOARD ALL MEMBRANE p T � �� -7 '�� in r �! JAMB CONDITION c - N PENETRATION,TYP H = BB, DG, NE a) CONTINUOUS AT INTERSECTION OF • Z. g _ I .'� "'_,G 1 x 3 DOOR• Designed By m - TYPE'X'GYP BD AT • ¢ _ I •-- CASING, PAINT RATED WALL AND NON- - RATED WALL , sn \ DG, NE, NM Er �� RATED WALLS TO BE c `� • r - - 7 CONTINUOUS BEHIND SEE PLAN t - - U) \ r- TUB/SHOWER _ - I I Drawn By ENCLOSURE :> O0 ` I I \ I DOOR CASING, PAINT KJ kl PROVIDE 3/4" PLYWD SEE PLAN - UNDERLAYMENT 1 _ . Y �_ . E NON-RATED J f l Checked By (. .: �:.,._. INTERIOR DOOR, UNDER TUB FOR 1-HR WALL L' — — — — 17857 — 8 RATED, DOUBLE LAYER _ 2x-CONTINUOUS 1 SEE DOOR Project Number WOOD FLOOR 1 \/ im BLOCKING @ROOF SEE SECTION SCHEDULE iii ii, ii „ ""'"� CEILING ASSEMBLY FRAMING MEMBER,TYP m V _vEXTEND ENCLOSURE GYP FIRE CAULK AROUND BD TO CEILING GYP BD, ELETRICAL/MEMBRANE RECESSED FIXTURE,TYP TYP ALL SIDES A8 ■ 1 1 o iu 17 RATED WALL & FLOOR AT TUB ENCLOSURE 13 1-HR WALL INTERSECTION 9 PENETRATION AT 1-HR WALL 5 RATED RECESSED LIGHT FIXTURE 1 TYP INTERIOR DOOR HEAD (JAMB SIM) CopyriNumber t20 6© i SCALE: 1 112"= 1'-0" SCALE: 1 112"= 1'-0" SCALE: 1 112"= 1'-0" SCALE: 1 112"= 1'-0" SCALE: 3"= 1'-0" If this drawing is less than 24"x 36',it has .. A8.11 A8.11 A8.11 A8.11 bean reduced- Scale accordingly. 2 X 6 FRAMING q' PER STRUCT PREENGINEERED WOOD _ O PRE-FINISHED " PLAM SIDE AND BACKSPLASH, 0 NOTE: " 1 112"x 1 112"STEEL CORRIDOR SEE GYP BD SHEATHING @JOIST JOIST-SEE STRUCTURAL - TYP(UNO} . GARAGE DOOR 11 DETAIL IS INTENDED FOR Q - HORIZONTAL RAIL _. PLAN SPACE GARAGE DOOR METAL SUPPORT ,i PLAM COUNTERTOP AND n CODE REQUIREMENTS AND PRE-FINISHED SEE DESIGN INTENT, EXACT co f_ VERTICAL METAL RAIL SECTION \ X PERFORATED �, ANGLE FASTENED TO FRONT EDGE-TYP DESIGN AND CALCULAT1oN5 w MID-SPAN TO BE INCLUDED IN I I ._, STAIR FASTENEDINSTALLATITO ANGLE • '_,..ii • • • MANUFACTURER'SCEILING ANGLE RII .„ , PRE-FINISHED • REQUIREMENTS WITH rtEr-17- • DEFFERED SUBMITTAL SHOP I 314"SQUARE STEEL BAR PREENGINEERED �� DRAWINGS a SEE STRUCTURAL WOOD JOISTS OR MANUFACTURES �, ,� - _ VERTICAL PICKETS, ki BLOCKING PER VIBRATION ISOLATION r = INSULATE WRAP PIPES AS OPENINGS BETWEEN C KIT OPTION ---- I / NOTED ON INTERIOR Otak Architects Inc MANUFACTURE'S / Li. E PICKETS TO BE LESS _ • • ELEVATIONS _ THAN 4",TYP , . - ''" '• . �- • -- . REQUIREMENTS 808 SW 3rd Ave, Suite 300 -- '' UTILITY PLENUM I f 2"X 2"X 1/8"X 1'-8" LONG PRE-FINISHED �� 2X WOOD FRAMING ' —"1 NEXT BETS AT RAC ATT'OR WALLMAX(TO Portland, OR 97204 1112°x 1112"STEEL S <> Phone 503.287.6825 NDERSIDE OF Z I HORIZONTAL RAIL o CLEAT)SCREWED TO STUDS IN Fax 503.415.2304 WALL ANDCARPET& X NEDGE ALIGNED WITH o a COUNTER u3 SCREWS PER F" a 1X4"WOOD TRIM PAINT TO ` GARAGE DOOR OPENER o 0 PAD UNIT WALL CORNER u� LEG co '1 r I MATCH LANDING EDGE - Ir s r - SEE CEILING PLAN METAL SUPPORT ANGLE o J� 1 FASTENED TO GARAGE :o �" V FASTEN RAILING TO FACE DOOR OPENER PER '° cn AT LOCATIONS OF REMOVABLE - - - _ 11 OF BEAM PER MFR r o a c:,134:3‘ GARAGE DOOR N CABINETS, SLOT CABINET BACK N..,:______ MANUFACTURERS BOX PRIOR TO INSTALLATION OF _____"_7_11 �A RECOMMENDATIONS GYP BOARD SOFFIT REQUIREMENTS WITH "rt—_ OPENER BRACKETS FOR SUPPORT r-' STAIR LANDING BEAM AND ;i @ UNIT ENTRY MANUFACTURE'S = BRACKETS IN ORDER THAT River Terrace � JOIST SEE STRUCTURAL VIBRATION ISOLATION KIT CABINET MAY BE REMOVABLE r112"GYPSUM BOARD ON 2X CORRIDOR • OPTION GYP BOARD CEILING oar 1 1N THE FUTURE East BLOCKING RUN GYP PAST SEAEN @ CORRIDOR -Nr--N. RAILING -- - .4•1111111R11III 2XWOOD NAILER @2'-0"O.0 , Condominiums 20 METAL GAURDRAIL AT INTERIOR STAIR LANDING 16 2HR WALL CONNECTION AT STAIR /CORRIDOR 12 UNIT ENTRY SOFFIT 8 GARAGE DOOR OPENER SECTION 4 COUNTER AT REMOVABLE CABINET A8.12 SCALE: 1"= 11-0" A8.12 SCALE: 1 1/2"= 11-0" A8.12 SCALE: 1 1/2"- 1'-O" A8.12 SCALE: 1"=1'-0" A8.12 SCALE: 1"= 1'-0" SW Roy Rogers Rd. Tigard, OR 97223 \`. PLYWOOD JOINT • 1f8"STEEL PLATE WELDED ON GATE GARAGE DOOR I MELAMINE SHELF 1'-2" ` ` T�7,2-":„.,4 PLYWOOD SHEATHING UNIT PLAN 1 112"DIA STEEL HANDRAIL -TRACKS- . SEE OVERHEADf \ f /' W/FACTORY • 1'-0" EDGE AT FRONT 4 SEE STRUCTURAL - PIPE,PRE FINISHED 118"STEEL,ANGLE GARAGE DOOR = = = \ - - - EDGE `�•: �� TO MATCH RAILS I \ / / SEE STOP MOUNTED TO IN OPEN 2X4 STUD 16"0.0 \ POSITION SECTION '• SPRING HINGES TO WALL � � � �. =-\-=- = _- - - --;� - - - � - '� « ------1 ,0 141*Ikkb.ii 2X4 BLOCKING • KEEP GATE IN METAL /��r BETWEEN STUDS TOP .. . =.`,•- • • • SOLID WOOD ME=MBER, -3"MAX 3"MAX + i \\ / cp i T AND BOTTOM OF — -- SEE STRUCTURAL CLOSED POSITION -li_ SUPPORT , � -1\ OPENING MOUNTED ON 118 I ANGLES - �- - - - - - - ,/�` STEEL PLATE - - FASTENED TO I a� w i FRAMED VENTILATION MOUNTED TO WALL FLOOR JOISTS - - - - _ / , - - , - - , . CO __ Polygon OPENING TO BE OR BLOCKING = - _ _i T � = - - - m LOCATED MID-SPAN OF r STAIR - cn PLYWOOD SHEATHING • CLOSED PER MFR I // \N 0 1" DIA.WOOD ROD �� Northwest REQUIRE- :,-, �y+� hil iii, 1X WOOD STRIPPING AT J j MENTS - - L = f �, J \ - 1 - Q = 703 Broadway Street, EDGES ww.w� / \ T \ y WI �` 4, , f JOISTS ABOVE / ��� \ ¢ ui ROD SUPPORT BRACKET Suite 510 t♦ , ..., ..... .._ , , ; + �� CEILING - - - - - ,i o WHERE REQUIRED 7411 . N • , , � Vancouver, WA 98660 . ., DASHED-SEE ;r, 8 c _ / STRUCTURAL ¢ lx MDF CLEAT, PAINT N ,` / - - r�i' - - PROVIDE INTERMEDIATE SHELF - UNIT , U SEE z PLAN w // OPENER DOOR Q SUPPORTS WHERE REQUIRED .4 : _,.- v_ j_ . O .-- / _ l J T _ GYP BD, PAINT ELEVATION PLAN 0SCAL19 VENT BLOCKOUT FRAMING DETAIL 15 2HR WALL CONNECTION AT STAIR JOIST 10 EXIT DISCHARGE GATE GARAGE DOOR & OPENER REFL CEILING PLAN 3 CLOSET SHELF/ROD A8.12 E: 112"= 1'-0" A8.12 SCALE: 1 112"= I'-0" A8.12 SCALE: 112"= 1'-0" A8.12 SCALE: 318"= 1'-0" A8.12 SCALE: 3"=11-0" TYPE A LAUNDRY EQUIPMENT TO CONTROLS SECTION SEE VARIES %' o SEE PLAN O INSTALL 0 3/4"MELAMINE SHELVING PEDESTAL AS L-J Lu '- WITH FACTORY EDGE AT n. NECESSARY TO 2 0 FRONT EDGE . ♦. 0// ACHIEVE 15" t • O )_,-J ,' / ` o d MINIMUM TO BO 0 N "? OPENING uj o I w r • � / � ¢ r N • r tfttttttttt ? 1 x 2 MDF CLEATS AT WALL i* r: (\, FRONT-LOADING WASHER/DRYER i ° / W145 DEGREE ANGLE CUT AT 0dil ? cz, .., 6 FRONT EDGE,TYP (.0 .;._. :? TYPE A/TYPE B WATER CLOSET TYPE B WATER CLOSET(ALTERNATIVESZ . I . i :- `''"" - BRIAN R.FLEENER 20 n O ri, • /0(u/i7 . ° NOTE: GRAB BARS SHOWN FOR NOTE: PERMITTED WHERE LAV NOTE:GRAB BARS SHOWN FOR '• la. REFERENCE ONLY, ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY, ONLY BLOCKING LANO,OR REQ'D REQ'D 40"CLR o �--1" TO ACCOMMODATE I.1 r [- ' FIXTURE MOUNTING _ 24"MIN `, 36"MIN " ., 54"MIN .L 18"CLR 18"CLR H • '� ,• D° q 12" / 42"MIN 4 12" ,, 24"MIN x 'i[ 5 314" 12" > . ,.. . : - - FIN CLG L 1 " / 24"M!N L - MIN MAX I [4 15314" 15314" c_it I I MIN • i 8•-2"�Z 4, Interior Details 1 MIN _ EXHAUST DUCT �^-- - .T' '� . --_ '1. L... r L y j -�- -I• -:-::_: 1 =:. .= ,• NI ._ J BATHROOM EXHAUST FAN E_ J - i J E=. • J L J I -- - .I�I 2x SOFFIT FRAMING g tr I I- 1 - i1 . II II��a I lj ! zo Y M J M J M ,J <o M , M tD '0 y FLUSH FLUSH Q - ' FLUSH 1 H �; �' FLUSH 6 SOFFIT AT BATHROOM CEILING FAN 2 UNIT SHELVING a, rMi LEVER ON Co LEVER ON Li9 N --an c i LEVER OSI I `'' M LEVER ON ' WIDE SIDE I w WIDE SIDE I w WIDE SIDE WIDE SIDE i A8,12 SCALE: 1 112"= 1'-0" A8.12 SCALE: 314"= 1'-0" c° OF WC 0 OF WC +� 1111 OF WC ' ME I I OF WC _ 6 O Mil Er5 11111 L rt cY to I r STD WATER P REAR GRAB BAR REAR GRAB BAR(ALT) SIDE GRAB BAR SIDE GRAB BAR SWING-UP GRAB BARS 'i REAR&SWING-UP GRAB BAR CLOSET(WC) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) _ TYPE AACCESSIBLE BATHTUB TYPE B BATHTUB I SEE PLAN PLAM COUNTERTOP, 11 718 " I SIDESPLASH,AND r s BACKSPLASH,TYP . . U' 1 ' X r d f. =i _ L >-<, L NOTE: GRAB n - ~ -_ N 7 I- 1.- w INSTALL ELECTRICAL • NOTE GRAB d BARS SHOWN 4"MAX BARS SHOWN 4"MAX FOR - FOR - = co - OUTLET OR SWITCH n, REFERENCE REFERENCE .� 24"MAX •, 24"MIN �, 12" a = •� BOX HORIZONTALLY # Date Description L Revisions G ONLY, ONLY I ONLY, ONLY MAX ,-- -, - 'ci1 l '� 24" MIN c? i 1 i - BLOCKING co REQ1D ' i i REQ'D I _ _ * '..` SEE PLAN January 12, 2017 Z i � Z � � 24"MIN _ - IP Ipitip - g rf� i _ = Date m r i i i I CD BB, DG, NE , I i i ^ . u� Designed'Y T e 9 e y r�- - �;� I�Ite_z_- - --� �::a �`4_ �?J '� i�EC? `� >-C - - —I _` ..' 1,I ' -,11; • r . :/ ; : ' L ...' ' : L : ` 1 :. .: ./ :I -- L -J isL �` SEEWALLo O WALLBOARD,TYP t„� ❑G,NE, NM t T I FJO LOCATION iti I C' SECTIONS : M D 1 Drawn By co L. ♦ OF BATHTUB L ---- __JrL ♦ ``' p 1-HR ` \ 2 x 6 WOOD STUDS r• L-' -J M / CONTROLS t° 6 FLOOR @ 16"OC KJ TAT; F _ ♦b ¢ 1 -'— m ¢ Q FLOOR GYPSUM BOARD i Checked By w \24"MAX 24"MIN 12; 0 ,- cn 1CC r M FOR RATING TO BUTT �. SEE PLAN KITCHEN CABINET, -a' •' /:0_,X "''ill ~ TIGHTLY TO WALL TOP REFER TO INTERIOR 17857 tJ 0 ¢ co ¢� _) 0 JQ 63 w - ELEVATIONS FOR c U a 1-r- PLATES NON-RATED ADDITIONAL • r WALL INFORMATION Project Number DOUBLE 2 X TOP PLATES r a.) TYPE A/TYPE B TYPE AITY'E B TYPE A/TYPE B TYPE A/TYPE B TYPE AITYPE B TYPE A/TYPE B _AI .}f BATHTUB (CONTROL WALL) (HEAD WALL) BATHTUB (CONTROL WALL) (HEAD WALL) ' AS . 1 2 D (BACK WALL) (BACK WALL) - - - - - 4 - a Sheet Number iii 17 FIXTURE MOUNTING 5 1-HR FLOOR/NON RATED WALL INTERSECTION 1 UNIT KITCHEN BAR Copyright 2016© SCALE: 1/2"= i'-0" A8.12 SCALE: 1 112"= 1'-0" A8.12 SCALE: 1"= 1'-0" If this drawing is less than 24"x 36",it has A8. been reduced.Scale accordingly. 2