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BU P2017 - 00037 2 of 2 o a k_ R It t ,, .,,,,,,,:„.,,..,,,„:„.1 ,‘ „„ ,, .4„:„,...,,,,t,„ .„.• ,,„ , 1. ,p-° - �'` .', '-`! - 'k 3 - i` h ,SyY�4xsY '��' :.!-[71NL. -..A �. �a i L F°'..'iYs `zTf. F 'y' -r £; ^ I 'J: 'a41 , jig., N .." <''� +_ T- ? tL f 41:4 o-, ,. .„ 1:' :,4 i ,4 k y��� 4.0='" kt iriA. 4 ;.;' � g' t Iii fa it 41 ti "OTs; "{ s;? °�.`�' s. ...x ;�x ,T - s^t - -_x:. y �L• ��:.. �':4. ! ..,+9.`k _ �.fi,. �'�Wr:. _ :tt :2. pit' K ¢� Pt 3. r ,. F Otak Architects Inc 0- \ 1 s, ,,v. ' �, rg' 808 SW 3rd Ave, Suite 300 Y n, a5 7,C. ,41 Portland, OR 97204 ,., ;� x ,: �_ ::5' 0. hone 503.287.6825 ,a Fax 4 , ' ,;.- t iip\ ,....„:"' . EN. ,,,_ , ,,.:, ,,, Y. tK(� wr _,.Me + G ak A t, gm 1 , , , , , , ,, .,.. ,_ ,, River Terrace East PROJECT TEAM DRAWING SHEET INDEX VICINITY MAP SW Roy Rogers Rd. OWNER/DEVELOPER GEOTECHNICAL ENGINEER ENVIRONMENTAL CONSULTANT STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS N� _ Tigard, OR 97223 S.01 COVER SHEET A0.01 COVER SHEET-BUILDING 'C' A7.00 12 PLEX UPHILL-CEILING PLANS SPECIAL ii�iSPEC�;OId REQUIRED ' WEST HILLS DEVELOPMENT INC. HARDMAN GEOTECHNICAL SERVICES HARDMAN GEOTECHNICAL SERVICES S1.1 GENERAL STRUCTURAL NOTES A0.02 SITE REFERENCE PLAN A8.01 EXTERIOR DETAILS State of Oregon Structural Specialty Code 735 SW 158TH AVENUE 24560 SW MIDDLETON ROAD 24560 SW MIDDLETON ROAD S1.2 GENERAL STRUCTAL NOTES(CONT) A0,11 12 PLEX UPHILL -BUILDING C CODE A8.02 EXTERIOR DETAILS BEAVERTON, OR 97006 SHERWOOD,OR 97140 SHERWOOD, OR 97140 S PHONE: (503)641-7342 FAX: (503)641-7661 PHONE: (503)822-5347 PHONE: (503)530-8076 &SPECIAL INSPECTIONS A0.12 12 PLEX UPHILL CODE PLANS A8.03 EXTERIOR DETAILS T'L oncrete and Reinforcing Steel S1 CONTACT: BRAD HOSMAR CONTACT: SCOTT HARDMAN, PE CONTACT:GREG SUMMERS .3 SCHEDULE AND NOTES A1.01 CONSTRUCTION ASSEMBLIES A8.04 EXTERIOR DETAILS Cn S2.0 FRAMING &SHEAR WALL MAP A1.11 SCHEDULES A8.05 SITE DETAILS 2.C. ►'w -tilts Installed in Concrete ARCHITECT CIVIL ENGINEER S2.1 FOUNDATION PLAN A2.00 12 PLEX UPHILL- BASEMENT PLAN A8.06 CRAWL SPACE SHEAR WALLS S2.2 FIRST FLOOR FRAMING PLAN A2.01 12 PLEX UPHILL-FIRST FLOOR PLAN A8.11 INTERIOR DETAILS �' Special Moment-Resisting Concrete Frame OTAK ARCHITECTS, INC. OTAK, INC. SW SCFIOLLS FERRY RD `t 808 SW 3RD AVE,SUITE 300 808 SW 3RD AVE,SUITE 300 S2.3 SECOND FLOOR FRAMING PLAN A2.02 12 PLEX UPHILL-SECOND FLOOR PLAN A8.12 INTERIOR DETAILS SW FRIENDLY LN reinforcing Steel& Prestressing Steel Tendons PORTLAND, OR 97204 PORTLAND, OR 97204 S2.4 THIRD FLOOR FRAMING PLAN A2.03 12 PLEX UPHILL-THIRD FLOOR PLAN 1 PHONE: 503.287.6825 FAX: 503.415.2304 PHONE: 503.287.6825 FAX: 503.415.2304 S2.5 ROOF FRAMING PLAN A2.04 12 PLEX UPHILL-ROOF PLAN Structural Welding CONTACT:WAYNE YOSHIMURA CONTACT:MIKE PEEBLES S3.1 STAIR PLANS A3.01 12 PLEX UPHILL-ELEVATIONS High-Strenc�ht Boiling S3.2 STAIR DETAILS A4.01 12 PLEX UPHILL-BUILDING SECTIONS CONTRACTOR LANDSCAPE ARCHITECT S5.1 FOUNDATION DETAILS A4.11 EXTERIOR WALL SECTIONS ■ Structural Masonry $5.2 FOUNDATION DETAILS A4.12 INTERIOR WALL SECTIONS RES CONSTRUCTION COMPANY OTAK, INC. A5.01 12 PLEX UPHILL-STAIR PLANS&SECTION NI Reinforced Gypsum Concrete West Hills S5.3 FOUNDATION DETAILS ii Insulating Concrete Fill Citi? .7 735 SW 158TH AVENUE 808 5W 3RD AVE, SUITE 300 S6.1 FRAMING DETAILS A5.10 UNIT PLAN 1.1 BEAVERTON, OR 97006 PORTLAND, OR 97204 S6.2 FRAMING DETAILS A5.11 UNIT PLAN 1.1 -TYPE A m© } PHONE: (503)641-7342 FAX: (503)641-7661 PHONE: 503.287.6825 FAX: 503.415.2304 $6.3 FRAMING DETAILS A5.12 UNIT PLAN 1.1 -TYPE B PROJECT SITE ■ Spray Applied Fire-Resistive Materials Development CONTACT: MARK FRAZIER CONTACT:GABRIEL KRUSE N S7.1 ROOF FRAMING DETAILS A5.13 UNIT PLAN 1.2 ■ Pii:ngs,Drilled Piers and Caissons S7.2 ROOF FRAMING DETAILS A5.19 UNIT PLAN 2.1 O 735 SW 158th Ave., STRUCTURAL ENGINEER TRANSPORTATION ENGINEER A5.20 UNIT PLAN 2.1 -TYPE B -� Shotcrete Beaverton, OR 97006 A5.32 UNIT PLAN 3.2 �O0 IP Special Grading, Excavation and Filling FROELICH CONSULTING ENGINEERS, INC. KITTLESON AND ASSOCIATES, INC. A5.33 UNIT PLAN 3.2-TYPE B 0 6969 SW HAMPTON STREET 610 SW ALDER STREET,SUITE 30013 N Smoke-Control Systems TIGARD, OR 97223 PORTLAND, OR 97205 12O al Ocher Inspections PHONE: 503.624.7005 FAX:503.624.9770 PHONE: (503)228-5230 FAX: (503)273-8169 N CONTACT: FARAMARZ DEAN AZIMI CONTACT:JULIA KUHN EP UNIT MIX GENERAL NOTES ABBREVIATIONS SYMBOLS 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS # NUMBER GA GAUGE, OVFL OVERFLOW ' UNIT TYPE PER UNIT WITH UNIT WITHOUT NUMBER SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS BEDROOMS DECK AREA(SF) & AND GYPSUM 2 • ASSEMBLY TAG BUILDING TYPE STORAGE/DECK(SF) STORAGE/DECK(SF) . UNfTSIBLDG BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED _ CITY Q7'j'j(T�� FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CENTERLINE ASSOCIATION PASS PASSAGEWAY REVIEWED F:[!1.rt,..95.1.1DE COMPLIANCE CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION,PUBLICATION OR AC ACRE GAL GALVANIZED PERF PERFORATED, O 12 PLEX-DOWNHILL- 15,404 SF, 12 UNITS&2 BUILDINGS-BUILDINGS D&G AED AUTOMATED GB GRAB BAR PERFORATE WINDOW TAG I DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. Approved; 1.1 1 700 637 63 2 INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND EXTERNAL GPM GALLONS PER PLAM PLASTIC LAMINATE - RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR DEFIBRILLATOR MINUTE PL PLATE, PROPERTY ATC' 1.1 -B 1 687 628 59 1 LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER AFF ABOVE FINISH GYP GYPSUM LINE pelt#* V t\( 2. ('-- - C0 r CONTAINED HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS FLOOR PLYWD PLYWOOD 1.2 1 687 619 68 2 ADJ ADJUSTABLE HB HOSE BIB PNL PANEL Address, - - bar RESERVED. COPYRIGHT 2016. AHU AIR HANDLING UNIT HC-PHB HOLLOW CORE- PNT PAINT Al DOOR TAG �` 1.2-B 1 687 687 68 1 ALUM ALUMINUM PRIMED PR PAIR Suite#• ��� 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN N i- 2.1 2 994 930 64 2 OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, APT APARTMENT HEADBOARD PRE-FIN PREFINISHED E�% Dater �` SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS,SPECIFICATIONS, HDR HEADER PRE-PR PRE-PRIMED NORTH ARROW v..0 iii 4 . ro, 2,1 -B 2 992 930 62 1 ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED BD BOARD HOW HARDWARE PT PRESSUREEP �� � AFTER EXECUTION OF THE CONTRACT. BR BEDROOM HM HOLLOW METAL TREATED, POST Vel 3.2 3 1,232 1,164 68 2 BDRM BEDROOM HORIZ HORIZONTAL TENSION 3.2-B 3 1,232 1,164 68 1 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY BLDG BUILDING HR HOUR BRIAN R.FI.� IdER BLKG BLOCKING HVAC HEATING R RISER, RADIUS 1 -, 1 DI=TAIL TAGS DEFERRED SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A BM BEAM VENTILATION RD ROOF DRAIN A8.01 A8.01 Fire Sprinkler *„� ' / '3/1 ° 12 PLEX-UPHILL-13,564 SF, 12 UNITS&2 BUILDINGS-BUILDINGS C&H CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLYBOBM BOTTOM AND AIR REF REFERENCE J Fire Alarm %RTI.Af B,OR I INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION, elMeemeet 1,1 1 747 683 64 2 OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND CONDITIONING REFR REFRIGERATOR Mechanical CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DI=PICTS EXCEPT CIP CAST-IN-PLACE REQD REQUIRED Plumbing .� OFWr 1.1 -A 1 747 683 64 1 CJ CONTROL JOINT IBC INTERNATIONAL REST RESTROOM A3.02 3 EXTERIOR ELEVATION TAG Electrical AS SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND CL CLOSET BUILDING CODE RM ROOM """ 1.1 - B 1 733 674 59 1 THE OWNER. Truss Engineering ,,, � CLG CEILING (CBO INTERNATIONAL RO ROUGH OPENING 1.2 1 733 665 68 2 CLR CLEAR(ANCE) CONFERENCE OF 1 D shop Drawings 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CMU CONCRETE BUILDING SAME SELF ADHERING Other o THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE 2.1 2 1054 990 64 2UNIT MASONRY OFFICIALS MEMBRANE FLASHING ri ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH 1C A5.11 1A INTERIOR ELEVATION TAG c) WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. CPT CARPET IN INCH SD SMOKE DETECTOR 2.1 B 2 1050 988 62 2 UNLESS INDICATED OTHERWISE,THE ARCHITECT AND ARCHITECT'S COL COLUMN INFO INFORMATION SF SQUARE FOOT /' • ANPROVED PLANS r' 3.2 3 1,303 1,235 68 2 CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN COLS COLUMNS INSUL INSULATE(D), (ION) SHTHG SHEATHING 1B �� %E t �� INCE E UN-ATTACTJED: Cover Sheet o _ CONT CONTINUOUS INT INTERIOR SIM SIMILAR r PE [CATION BOOK N ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION CONC CONCRETE SPEC SPECIFICATION T �{ I� RAL CALCS m 21 PLEX-28,296 SF,21 UNITS&2 BUILDINGS BUILDINGS E&F TO THE COPYRIGHTS. CORK CORRIDORNCRETJAN JANITOR'S CLOSET STD STANDARD j .OTECH REPORT Building C 1.3 1 705 645 60 2 JST JOIST STL STEEL a BUILDING SECTION TAG �.. MISC DOCUMENTS iii5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, D DRYER LSTORSTORAGE A4.01 0 1.3 B 1 705 645 60 1 IN CONFLICTSNOT FYMECHANICAL, IARCHITECT IMMEDIIATER, PLUMBING AND Y PRIOR TO COMMENCING NG ANY INKLER ELEMENTS RESULT DBL DOUBLE KIT KITCHEN SIC SOUND fi 1.4 1 701 641 60 2 WORK OF ELEMENTS RESULTING IN CONFLICTS. DF DRINKING TRANSMISSION OFFICE COPY FOUNTAIN LAM LAMINATE CLASS 1.4- B 1 701 641 60 1 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT DIA DIAMETER LAUN LAUNDRY STRUCT STRUCTURAL 1 WALL SECTION TAG PARKING PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF DIM DIMENSION LD LOAD SV SHEET VINYL A4.11 2.2 2 990 929 61 2 CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL DRAWINGS DN DOWN LGT LIGHT R. 2.2-B 2 990 929 61 1 FOR FINISHED GRADES ADJACENT TO BUILDINGS. DR DOOR LIN LINOLEUM T TREAD - - -----(Z ELEVATION DATUM DS DOWN SPOUT TEMPERED 2.3 2 997 922 75 2 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO DU DWELLING UNIT M MASTER T&G TONGUE& PROCEEDING WITH THE WORK_ DW DISHWASHER MAINT MAINTENANCE GROOVE 2.3-B 2 996 922 74 1 DWG DRAWING MAIL MATERIAL TB TOWEL BAR A. GRID LINE/GRID BUBBLE 2.4 2 1,003 929 74 2 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE MAX MAXIMUM TEL TELEPHONE DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING EA EACH MDF MEDIUM DENSITY THK THICK, EJ EXPANSION JOINT FIBERBOARD THICKNESS 2 07.13.17 Plan Check Responses a 2.4-B 2 1,003 929 74 1 WITH THE WORK. EL ELEVATION MECH MECHANICAL TO TOP OF ROOM NAME ROOM TITLE re ELEC ELECTRICAL MEMB MEMBRANE TP TOILET PAPER 1 07.13.17 Project Coordination al 2.5 2 971 908 63 2 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND ELEV ELEVATOR MFR MANUFACTURER TIS TUB/SHOWER # Date Description m METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OFQQ TEMPERED GLAZING 5 2.5-B 2 971 908 63 1 CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS EP ELECTRICAL MIN MINIMUM TYP TYPICAL Revisions PANEL MIRR MIRRORED 0, 2' 4, 8' 3.1 3 1,308 1,243 65 2 ARE COMPLETED. EQUIP EQUIPMENT MISC MISCELLANEOUS UL UNDERWRITERS February 15,2017 V EQ EQUAL MO MASONRY LABORATORIES, P111111111111111M! GRAPHIC SCALE [a 3.1 -B 3 1,308 1,243 65 1 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE EXIST EXISTING OPENING UNLIMITED Date -U 22 UNITS&2 BUILDINGS-BUILDINGS 8&J OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP EXT EXTERIOR MTL METAL UNO UNLESS NOTED 22 PLEX-28,269 SF, EDGE, OR AS NOTED. N OTHERWISE a BB, KB, SM w 1.3 1 705 645 60 2 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION FCP FIBER CEMENT N NORTH UNOCC UNOCCUPIED REVISION TAG AND CLOUD Designed By 1.3-B 1 705 645 60 2 OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND PANEL NA NOT APPLICABLE FD FLOOR DRAIN NO NUMBER VCT VINYL ZD SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, I-- 1.4 1 701 641 60 2 OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS FEC FIRE NR NON RATED COMPOSITION TELE `iiEQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES EXTINGUISHER NTS NOT TO SCALE VERT VERTICAL DEFERRED SUBMITTALS Drawn By iY 1.4- B 1 701 A 641 60 2 (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO CABINET VRFY VERIFY CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT,FURNISHINGS,AND FIN FINISH OC ON CENTER VS VERSUS BB, KJ Tn- 2.2 2 990 929 61 2 PLUMBING SYSTEMS INCLUDING COMCHECK COMPLIANCE a ACCESSORIES. FLR FLOOR OCC OCCUPANT(S) FORMS) Checked By 2.2-A 2 987 926 61 1 END FOUNDATION OCCUPANCY(IES) W WASHER • MECHANICAL/HVAC SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) o 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FOF FACE OF FINISH OLF OCCUPANT LOAD WI WITH • ELECTRICAL SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) 17857 2.2-B 2 990 929 61 1 SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOS FACE OF STUD FACTOR WD WOOD FOW FACE OF WALL OPP OPPOSITE WH WATER HEATER • LIGHTING (INCLUDING COMCHECK COMPLIANCE FORMS) Project Number c 2.3 2 997 922 75 2 ACCESS PANEL SUBJECT TO MODIFICATION NOT APPROVED BY AT NO ADDITIONAL COST.SHIECT PROVIDEWILL RATED FT FEET - ORD OVERFLOW ROOF WIN WINDOW • FIRE SPRINKLERS, FIRE SPRINKLER, FLOW ALARM A ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH FTG FOOTING DRAIN WP WATERPROOF • FLOOR JOISTS 2.3-B 2 996 922 74 2 - THEY ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED OSB ORIENTED WR WATER • ROOF TRUSSES0 I D 2.4 2 1,003 929 74 2 FLOOR/CEILINGS OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. STRAND BOARD RESISTANT AO ■ U WRB WATER RESISTANT • FIRE STOPPING Sheet Number iL; 2.5 2 971 908 63 2 BARRIER • METAL GUARDRAILS AND HANDRAILS Copyright 2016 0 RADON GAS MITIGATION SYSTEM If this drawing is less than 24"x 36"it has LT. 3 1,308 1,243 65 2 been reduced. Scale accordingly. SITE AND EGRESS LIGHTING SYSTEMS ., . ,/,' ,,,,,„,. ri RIVER TERRACE EAST . . . ":ii0:if ek , °I'''' ,1.,i';':-' F R 0 E L I C H 12 PLEX BUILDING MI UPHILL ENGINEERS ; MAIN OFFICE: 6969 SW HAMPTON ST , OREGON PORTLAND,OREGON 97223 TIGARD (543)624-7005 n� BEND OFFICE: PERMIT SUBMITTAL - 02/15/2.017 U5TE#205MT WASHINGTONDR BEND,OREGON 97701 froelich-engineers.com JOB# 16-T100 STRUCTURAL ABBREVIATIONS: STRUCTURAL SYMBOLS 1 LEGEND: @ At GA Gauge PAF Powder Actuated Fasteners W# -INDICATES FOOTING TYPE, REF SCHEDULE. STRUCTURAL SHEETS. .sv'uCTUR & And GALV Galvanized PCF Pounds per Cubic Foot - �ti�tp PRQ,ceS� Feet GC General Contractor PERF Perforate, Perforated, Performance Q -INDICATES COLUMN SHEET 5 NGIN' �j Inch GEN General PERIM Perimeter 154 R 02 SHEET TITLE c� # Number, Pound GL Glulam (Glue-Laminated Beam) PERP Perpendicular ,�,,,�„� NUMBER y -INDICATES WOOD SHEATHED SHEAR WALL. c r (E) Existing GR Grade PL Plate ----OritGlIP (N) New GYP Gypsum PLF Pounds per Lineal Foot _ EGON 50.1 COVER SHEET GYP BD Gypsum Board PLWD Plywood —_— 1. -INDICATES STRUCTURAL WALL BELOW. S1.1 GENERAL STRUCTURAL NOTES �''=A `'�Cy, �9��� AB Anchor Bolt PREFAB Prefabricated "Q�l 25 ACI American Concrete Institute HAS Headed Anchor Stud PSF Pounds per Square Foot ti — 1 -INDICATES NON-STRUCTURAL WALL BELOW. GENERAL STRUCTURAL NOTES 49Z DEQ' ADD Addendum,Addition HDD Headed PSI Pounds per Square InchW- S1.2 (CONT.) & SPECIAL INSPECTIONS ALT Alternate HDR Header PSL Parallel Strand Lumber # -INDICATES BEARING WALL [EXPIRES: X2`0/(1 APPROX Approximate HEX Hexagonal PT Post-Tensioned, Preservative-Treated S1.3 SCHEDULES AND NOTED ARCH Architect,Architectural HORIZ Horizontal H- -INDICATES HEADER TYPE, REF HEADER SCHEDULE. S2.0 FRAMING & SHEAR WALL MAP ASTM American Society for Testing and Materials HSS Hollow Structural Shape QTY Quantity AVG Average HVAC Heating,Ventilating,Air Conditioning B- -INDICATES BEAM TYPE, REF BEAM SCHEDULE. S2.1 FOUNDATION PLAN AWS American Welding Society HT Height REF Refer, Reference S2.2 FIRST FLOOR FRAMING PLAN REINF Reinforce, Reinforcement O -INDICATES LINTEL TYPE. REF. SCHEDULE. BEV Bevel IBC International Building Code REQ'D Required S2.3 SECOND FLOOR FRAMING PLAN BLDG Building IN Inch REV Revision 0 - INDICATES JOIST TYPE AND SPACING, REF PLANS&JOIST FRAMING SCHEDULE. S2.4 THIRD FLOOR FRAMING PLAN BLKG Blocking INFO Information BOT Bottom INSP Inspect, Inspection SCHED Schedule — - INDICATES DIRECTION DECK OR SHEATHING TO SPAN. S2.5 ROOF FRAMING PLAN BP Base Plate INSUL Insulation SE Structural Engineer BRDG Bridge, Bridging INT Interior SECT Section - INDICATES ELEVATION. 53.1 STAIR PLANS BRG Bearing SHTH Sheathing S3.2 STAIR DETAILS JST Joist SIMP Simpson Strong-Tie <( Y - INDICATES DIRECTION TIMBER TO SPAN. CGS Center of Gravity of Strand SF Square Foot S5.1 FOUNDATION DETAILS CJ Control Joint K Kilopound (1000 pounds) SL Snow Load O -INDICATES KEYED NOTE. S5.2 FOUNDATION DETAILS I- CL Centerline KIP Kilopound (1000 pounds) SIM Similar (1) 1— CLG Ceiling SOG Slab on Grade " INDICATES CHANGE IN SLOPE. S5.3 FOUNDATION DETAILS Q Z CLR Clear L Angle, Left, Length SPEC Specification, Specifications S6.1 FRAMING DETAILS W CMU Concrete Masonry Unit LAM Laminate, Laminated STD Standard W- INDICATES STEP IN ELEVATION. S6.2 FRAMING DETAILS COL Column LAT Lateral STIFF Stiffener 11 CONC Concrete LB Pound STL Steel XX PSF -INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE S6.3 FRAMING DETAILS rW ❑ 0 CONN Connection LLH Long Leg Horizontal STRUCT Structural +•�+*.. PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS v 0 —J CONT Continuous LLV Long Leg Vertical "*.^ FOR LOAD&EXTENT. S7.1 ROOF FRAMING DETAILS o: LU LL Live Load T&B Top and Bottom XX'-XX rn DBA Deformed Bar Anchor LNTL Lintel T&G Tongue and Groove S7.2 ROOF FRAMING DETAILS � w 9 ... - INDICATES ROOF OVERFRAMING. REF DETAIL 5/S7.1. �/ p w 4 DBL Double LONG Longitudinal TAN Tangent • Et p o a DET Detail LSL Laminated Strand Lumber THK Thick, Thickness Ci - INDICATES COLD JOINT, REF DETAIL 2/S5.1. W a w wz DF Doug Fir(Douglas Fir) LT WT Lightweight THRD Threaded I— a J ' 3 DIA Diameter LVL Laminated Veneer Lumber TOB Top of Beam ,..--INDICATES SHEAR WALL TYPE ABOVE FLOOR SPECIFIED. REF z J w w DIAG Diagonal TOF Top of Footing - SHEAR WALL SCHEDULE ON S1.4. W u- (9 I ¢ 0O DIAPH Diaphragm MANUF Manufacturer, Manufactured TOJ Top of Joist -----INDICATES HOLDOWN TYPE. REF HOLDOWN SCHEDULE ON S1.4 W w wI-- p DIM Dimension MAX Maximum TOL Top of Lintel, Landing p o CO ' l DL Dead Load MB Machine Bolt TOP Top of Pier ,_ ce Ili c) w DWG Drawing MECH Mechanical TOS Top of Slab,Top of Steel r1/ CLIC] ? 211' DWGS Drawings MEZZ Mezzanine TOW Top of Wall IL w h- t•-• m DWL Dowel MIN Minimum TOL Tolerance MISC Miscellaneous TRANS Transverse ENGR Engineer MTL Metal TYP Typical PERMIT EQ Equal EQUIP Equipment N North UNO Unless Noted Otherwise SUBMITTAL EOR Engineer of Record NO Number EW Each Way NOM Nominal VERT Vertical EXT Exterior NTS Not To Scale VIF Verify In Field F TO F Face to Face OC On Center W/ With REV DATE ISSUE TITLE FAB Fabricate OPP Opposite W/O Without FDTN Foundation OWSJ Open Web Steel Joist WD Wood . FE Froelich Engineers WF Wide Flange (Structural Steel) FT Foot, Feet WT Weight FTG Footing WWF Welded Wire Fabric PROJECT MANAGER: CN DESIGNER: YS DRAWN BY: CAD-5 PROJECT NO: 16-T100 DATE: 02/15/2017 SCALE: AS SHOWN 12 PLEX BUILDING - UPHILL SHEET TITLE: COVER SHEET SHEET NUMBER: soul GENERAL STRUCTURAL NOTES PROJECT DESCRIPTION: NAILING AND FASTENERS: ' • NEW 3-STORY(PARTIALLY 4-STORY)MULTI-FAMILY APARTMENT BUILDING SPECIAL INSPECTION AND TESTING: REINFORCING STEEL: 1. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND 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 ., 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 �`: a PARTIALLY CONCRETE SLAB-ON-GRADE FIRST FLOOR AND PARTIALLY CRAWL SPACE. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." STAPLES"(ASTM Fl667)AND"POWER DRIVEN STAPLES AND NAILS FOR USI=1N ALL TYPES OF u-. • 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). 8 • 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,ORNER-272. • ,4 4 � • PRE-MANUFACTURED WOOD TRUSS SYSTEM A. SMOOTH WELDED WIRE FABRIC---ASTM A185 3. NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS,THAT SHOW THE r''" R SUBMITTALS: MANUFACTURER'S NAME, NAIL SHANK DIAMETER,AND LENGTH. m 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: GENERAL: CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.WELDING OFFROELICH 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE REINFORCING STEEL SHALL CONFORM TO AWS D1.4.ALL WELDING SHALL BE DONE BY AWS FRAMING NAILS INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,CIVIL,MECHANICAL,AND SUBMITTALS CERTIFIED WELDERS USING LOW HYDROGEN E70XX ELECTRODES. NAIL TYPE SHANK DIAMETER(IN) MINIMUM PENETRATION ENGINEERS 8 ELECTRICAL DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE ITEM SUBMITTAL DEFERRED COMMENTS 4. REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH#16 ANNEALED IRON WIRE.BARS INTO FRAMING MEMBER(IN) MAIN OFFICE: REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT DOCUMENTS(INCLUDING THE PROJECT (A,D) SUBMITTAL6969 SW HAMPTON ST IN BEAMS,SLABS,AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE 6d 0.113 1.25 PORTLAND,OREGON 97223 SPECIFICATIONS)INTO THEIR WORK. (B,D) BLOCKS,OR APPROVED METAL CHAIRS,AS SPECIFIED BY THE"CRSI MANUAL OF STANDARD 8d 0.131 1.50 (503)624-7005 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT CONCRETE MIX DESIGNS X PRACTICE,"MSP-1. 10d 0.148 1.625 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONCRETE ANCHORAGES X 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE,OIL,DIRT,OR COATINGS BEND OFFICE: 12d 0.148 1.625 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GLUED LAMINATED MEMBERS X OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE, 745 NW MT WASHINGTON DR GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. - 6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF 16d 0.148 1.625 SUITE#205 4. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. PREMANUFACTURED WOOD X X OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. BEND,OREGON 97701 JOISTS 5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS PREMANUFACTURED WOOD X X - 7. "WET SETTING"OF REINFORCING STEEL,ANCHOR RODS,EMBEDDED PLATES AND INSERTS IS 5. UNLESS OTHERWISE NOTED ON PLANS,PLYWOOD SHEATHING SHALL BE ATTACHED TO THE froelich-engineers.com FOR THIS STRUCTURE.CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN TRUSSES NOT PERMITTED. FRAMING SUPPORTS AS FOLLOWS: JOB# 16-T100 THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF STAIRS AND RAILINGS X x 8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED,NOTIFY THE LOCATIONS. SHEATHING NAILING ARCHITECT/ENGINEER FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. 9. THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING USE PANEL EDGES INTERMEDIATE FRAMING A. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL STEEL: �,� 1,�,r DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER MEMBERS CODE REQUIREMENTS: REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.ANY MODIFICATIONS TO ROOF SHEATHING 0.131"DIA AT 6"OC 0.131"DIA @ 12"OC _...v.,-,,_„; j ' 1 :D on,_' THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE TYPICAL LAP SPLICE SCHEDULE(IN) FLOOR SHEATHING 0.148"DIA @ 6"OC 0.148"DIA @ 12"OC < �". , 'c{� 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 -�- r,� l'u• 2012 INTERNATIONAL BUILDING CODE(IBC). @ \ Si 19 '(� „\ B. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND TOP BARS OTHER TOP BARS OTHER BARS TOP BARS OTHER CZ 1��, 2. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM,ETC.)SHALL BE FOR THE .QC FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND BARS BARS EDITIONS NOTED IN CHAPTER 35 OF THE IBC. #3 28 22 24 19 22 17 NOTES: ::. SIGNATURE OFA STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THEPROJECT 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 lir rir'THESTRUCTURE CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS FASTENING ROOF SHEATHING. �/TEMPORARY CONDITIONS: #5 47 36 40 31 36 28 ' GOh1INDUCED BY THE CONNECTION LOADS.DESIGN SHALL BE BASED UPON THE -7; v� %'� � 1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE #6 56 43 48 37 43 33 6. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. ALL BOLTS C)� 1g ti CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT V. 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 ���' 9? D\ �'A REQUIRED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR C. THE CONTRACTOR SHALL COORDINATE THE SEISMIC RESTRAINTS OF MECHANICAL, ELECTRICAL,AND PLUMBING EQUIPMENT, MACHINERY,AND ASSOCIATED PIPING WITH HAVE CUT THREADS. SEQUENCES. 7. PRE-DRILL HOLES FOR LAG BOLTS.SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO THE STRUCTURE. CONNECTIONS TO THE STRUCTURE SHALL CONFORM TO ASCE 7-10 NOTES: r EXPIRES: I 2111/11 2. CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND INSTALLATION. L CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CHAPTER 13 AND BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, 8. JOIST HANGERS,HOEDOWNS,AND OTHER FRAMING ACESSORIES SHALL BE MANUFACTURED BY CONSTRUCTION PERIOD. PROJECT 15 LOCATED. MULTIPLY THE ABOVE VALUES BY A FACTOR OF 1.4. SIMPSON STRONG TIE(OR AN APPROVED EQUAL)AND BE OF THE SIZE AND TYPE SHOWN ON 3. RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER 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". 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 ADD TO,THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A CONTACT ENGINEER OF RECORD IF CONDITIONS VARY. THE MANUFACTURER'S REQUIREMENTS. ANY PRODUCT SUBSTITUTIONS TO SIMPSON SHALL WALL. STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST BELOW MEET OR EXCEED SIMPSON'S PUBLISHED DESIGN CAPACITIES AND MUST HAVE A CURRENT ICC AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.ANY SUCH THE BAR. DETAILS ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF D. VALUES ARE FOR UNCOATED BARS. EVALUATION REPORT FOR THE APPLICABLE CODES. EXISTING CONDITIONS: RECORD. 9. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE,OR B-TYPE OF THE SIZE RECOMMENDED FOR THE SPECIFIC FRAMING MEMBER SHOWN ON PLAN. 1. ALL EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS SHALL BE FIELD VERIFIED.THE 10. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING 10. FASTENERS IN CONTACT WITH PRESERVATIVE TREATED, OR FIRE TREATED WOOD SHALL BE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM STEEL: HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM B695,CLASS 55 MINIMUM. CONDITIONS SHOWN ON THE DRAWINGS. FOUNDATIONS: 11. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR 1. FOUNDATION SIZES ARE BASED UPON A MAXIMUM TOTAL LOAD BEARING 501E PRESSURE AS MINIMUM CONCRETE COVER(CAST-IN-PLACE) BOLTS AT 4'-0"OC MAXIMUM AND WITHIN 1,-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, NOTED IN DESIGN CRITERIA FOR BEARING ON NATIVE SOILS/COMPACTED FILL,AS USE COVER UNLESS DETAILED OTHERWISE.WASHERS TO BE MINIMUM 1/4"x3"x3"AS PER IBC 2305.3.11. DESIGN CRITERIA: RECOMMENDED BY THE GEOTECHNICAL REPORT. SLAB BARS 1" 2. ALL FOOTINGS SHALL BE A MINIMUM OF 18"BELOW FINAL GRADES. EXTERIOR WALL FACES 1-1/2"(#5 AND SMALLER) CLUED LAMINATED MEMBERS: 1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC.IN ADDITION 3. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS (EXPOSED TO EARTH,OR WEATHER) 2"(#6 AND LARGER) 1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE"AMERICAN TO THE DEAD LOADS,THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. CONCRETE CAST AGAINST EARTH 3" NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER"(ANSI A190.1),OR OTHER WITH LIVE LOADS(L.L.)REDUCED IN ACCORDANCE WITH THE IBC: 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 INDENT1FICATION 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 CRITERIATERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A MINIMUM 6" 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION ATV-6" 4. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER THE GEOTECHNICAL CRITERIA HORIZONTAL TO 1'-0"VERTICAL STEPS. EMBEDMENT BELOW THE TOP OF FOOTING. SHOP OR FIELD. 1' 12. PROVIDE ONE#5 FOR SINGLE LAYER,AND TWO#5 FOR DOUBLE LAYER REINFORCING,4'-0" DESIGN BASED ON HGCI 7. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A 5. NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS(EITHER IN THE SHOP,OR FIELD)IS Z GEOTECHNICAL REPORT BY: DATED MARCH 25,2016 QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER.MINIMUM LONG,DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS. STRICTLY PROHIBITED UNLESS AS SPECIFICALLY DETAILED IN THE STRUCTURAL DRAWINGS OR UJ ALLOWABLE SOIL BEARING 2,500 PSF TESTING FREQUENCY SHALL BE ESTABLISHED BY THE GEOTECHNICAL ENGINEER. 13. REFERENCE TYPICAL DETAILS FOR THE DISPOSITION OF REINFORCEMENT AT WALL CORNERS, APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. W CC PRESSURE 8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT WALL INTERSECTIONS,AND FOR BARS IN SMALL WALL SI=CTIONS. 6. GLUED LAMINATED TIMBER BEAMS SHALL BE WESTERN SPECIES WITH THE FOLLOWING C RETAINING 35 PCF(EQUIVALENT FLUID PRESSURE) OF FILLING OPERATIONS. STRENGTH PROPERTIES: Q"" WALLS-CANTILEVERED 9. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO W 0 RETAINING WALLS-BRACED 55 PCF(EQUIVALENT FLUID PRESSURE) THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. GLUED LAMINATED MEMBERS Q RETAINING WALLS-SEISMIC 50% INCREASE IN ABOVE EQUIVALENT FLUID PRESSURE(SEISMIC 10. ALL FILL,BACKFILL AND COMPACTION ACTIVITIES, PARTICULARLY DURING WET WEATHER SAWN FRAMING LUMBER: COMBINATION USE MODULUS OF FLEXURAL HORIZONTAL SHEAR STRESS- O J LATERAL EARTH PRESSURE) CONDITIONS,SHALL FOLLOW RECOMMENDATIONS OF GEOTECHNICAL ENGINEER. 1. SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU(WCLIB) SYMBOL ELASTICITY STRESS (PSI) C= W OR THE WESTERN WOODS PRODUCTS ASSOCIATION (WWPA)GRADING RULES. LIVE LOAD CRITERIA (SPECIES) (PSI) (PSI) fl w Ll..I 2. ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS: 24F-V4(DF/DF) SIMPLE SPAN 1,800,000 2,400 265 FLOOR LIVE LOADS UNIFORM LOAD(PSF) CONCENTRATED LOAD EPDXY REPAIR ADHESIVE: �'�/ cc (LBS) 24F-V8(DF/DF) CANTILEVERED 1,800,000 2,400 265 CC a ❑ O 1. EPDXY REPAIR ADHESIVE SHALL CONFORM TO ASTM 0881 AND SHALL BE A TWO-COMPONENT, OR CC rn CORRIDORS AND STAIRS 100 2000 SAWN LUMBER I ! , I LIQUID EPDXY WITH NON-SAG CONSISTENCY AND LONG POT LIFE. THE EPDXY ADHESIVE SHALL USE SPECIES/GRADE Fb(PSI)-BASE VALUE CONTINUOUS W } Z RESIDENTIAL 40 1000 BE SUITABLE FOR USE ON DRY OR DAMP SURFACES. 0 ,J 5O GARAGE 40 3000 2. ADHESIVE SHALL HAVE A MINIMUM SLANT SHEAR STRENGTH OF 5,000 PSI AND A MINIMUM • LUMBER 2"TO 4"THICK DOUGLAS FIR-LARCH NO.2 900 I- 0_ ,,J z 0 VERTICAL FLOOR 0.75"OR L/360 WHICHEVER IS LESS(LIVE LOAD PLUS LONG-TERM DEAD TENSILE STRENGTH OF 4,000 PSI. BEAMS 5"x5"AND GREATER DOUGLAS FIR-LARCH NO.1 1350 7. GLULAM MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADE(S), UNLESS OTHERWISE ?} Z "Y w W CC DEFLECTION LOAD) 3. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S POSTS DOUGLAS FIR-LARCH NO.1 1200 NOTED ON PLANS: FRAMING&ARCHITECTURAL cK . 0 I Q (CLADDING DESIGN) 0.375"OR L/600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS RECOMMENDATIONS AND THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATIONO LZ VERTICAL FLOOR L/360(LIVE LOAD)PER OSSC TABLE 1604.3 REPORT, ENGINEERED COMPOSITE LUMBER: p O03 0 DEFLECTION 4. REINFORCEMENT SHALL NOT BE CUT OR DAMAGED IN EITHER NEW-OR EXISTING CONCRETE 3. ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN WRITING BY DURING INSTALLATION. THE SUPPLIER TO BE LESS THAN 19%MOISTURE CONTENT. 1. ENGINEERED COMPOSITE WOOD PRODUCTS SUCH A5 LAMINATED VENEER LUMBER(MICROLAM), �. W (CLADDING DESIGN) PARALLEL STRAND LUMBER(PARALAM),AND LAMINATED STRAND LUMBER(TIMBERSTRAND) -^" ,_ Q LU 4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED(PT)PER - ef) NOTES: 1. LIVE LOADS REDUCED PER OSSC 1607.10 SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS,MANUFACTURED BY TRUS-JOIST Q ( fh LI 2.MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM OR CONCRETE: THE AMERICAN WOOD PRESERVERS BUREAU (AWPB)UNLESS AN APPROVED MOISTURE OR AN APPROVED EQUAL w H m BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY MARK. CONCENTRATED LOAD. 1. ALL CONCRETE WORK SHALL CONFORM TO"ACI 318-BUILDING CODE REQUIREMENTS FOR 5. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS 2308.8.2, 2. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: SNOW CRITERIA STRUCTURAL CONCRETE"AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. 2308.9.10,2308.10.4.2 AND THE LIMITATIONS AS NOTED ON THE STRUCTURAL DRAWINGS. DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH THE OSSC 2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM ENGINEERED COMPOSITE LUMBER SNOW DRIFT PER OSSC AS SHOWN ON PLANS 039,UNLESS NOTED OTHERWISE,AND SHALL BE AS FOLLOWS: 6. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. COMPOSITE LUMBER TYPE MODULUS OF ELASTICITY ALLOWABLE FLEXURAL PERMIT GROUND SNOW LOAD P g =10 PSF IN ACCORDANCE WITH 2014 SNOW LOAD ANALYSIS (PSI) STRESS(PSI) SUBMITTAL FOR OREGON CONCRETE STRENGTHS 7. PROVIDE SOLID LINES OF BLOCKING,SAME DEPTH OF FRAMING MEMBER,AT ALL BEARING LSL 1,500,000 2,350 FLAT ROOF SNOW LOAD P f = 15 PSF DESCRIPTION fc(PSI) WATER- ENTRAINED OTHER POINTS. LVL 1,900,000 2,600 SNOW EXPOSURE FACTOR Ce =1.0 CEMENT RATIO AIR PSL 2,000,000 2,900 SNOW LOAD IMPORTANCE I = 1.0 BY WEIGHT FACTOR FOOTINGS,STEMWALLS 3,000 0.53 2%+1-1.5% RETAINING WALLS 3000 0.50 6%+/ i.5% , WOOD STRUCTURAL PANEL SHEATHING: NOTE: THERMAL FACTOR C ; = 1.0 .. 1. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE"U.S.PRODUCT FLEXURAL STRESSES NOTED ABOVE ARE FOR 12"DEEP MEMBERS. DEEPER MEMBERS SHALL BE WIND CRITERIA EXTERIOR SLAB-ON-GRADE 3,000 0.48 6%+1-1.5% STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE"U.S.PRODUCT DESIGNED FOR REDUCED STRESSES PER THE MANUFACTURER'S REQUIREMENTS. REV DATE ISSUE TITLE INTERIOR SLAB-ON-GRADE 4,000 0.48 N/A MAIN WIND FORCE 120 MPH BASIC WIND SPEED(3-SECOND GUST) . STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL USE PANELS,"OR i RESISTING SYSTEM THE"APA PRP-108 PERFORMANCE STANDARDS." ANCHOR BOLTS: COMPONENTS AND 120 MPH BASIC WIND SPEED(3-SECOND GUST) NOTES: 2. UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL PANELS SHALL BE APA RATED SHEATHING, 1. ANCHOR BOLTS FROM SILL PLATES TO FOUNDATION SHALL BE GALVANIZED. CLADDING A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE EXPOSURE 1,OF THE THICKNESS AND SPAN RATING AS FOLLOWS: 2. ALL ANCHOR BOLTS SHALL HAVE A GALVANIZED PLATE WASHER BETWEEN THE SILL PLATE AND EXPOSURE CATEGORY B FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. NUT. GUST/INTERNAL PRESSURE GC pi =+/-0.18 B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT WOOD STRUCTURAL PANEL SHEATHING 3. ANCHOR BOLTS SHALL BE PLACED SO THAT PLATE WASHER IS NO MORE THAN 1/2"FROM THE SEISMIC CRITERIA CONFORMING TO ASTM C150 FOR TYPE I,OR TYPE II. USE THICKNESS/RATING SHEATHED FACE OF THE SHEARWALL.WHERE SHEATHING IS APPLIED TO BOTH SIDES OF RISK CATEGORY 11 C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. ROOF SHEATHING 5/8"-INDEX 40/20 SHEARWALL,ALTERNATE ANCHOR BOLTS. SITE CLASS D FLOOR SHEATHING 718"-INDEX 60/32 4. ANCHOR BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT IMPORTANCE FACTOR I 1 e =1 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: WALL SHEATHING - 112" INDEX 32/16 DISPLACEMENT DURING CONCRETE PLACEMENT.DO NOT HAND SET OR WET SET. PROJECT MANAGER: CN SEISMIC DESIGN CATEGORY D 5. SILLS AT WALL SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR BOLTS AT 4'-0"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, MCE SPECTRAL 5 S =0.985 S 1 =0.36 MINIMUM CEMENT CONTENT DESIGNER: YS 3. ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE. HOLDOWN BOLTS DO NOT TAKE THE ACCELERATIONS fc(PSI) MINIMUM CEMENT CONTENT PER CUBIC SUPPORTS AND END JOINTS SHALL BE STAGGERED. PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. DESIGN SPECTRAL S =0.726 S =0.403 YARD 4. ROOF SHEATHING SHALL BE BLOCKED,OR HAVE EDGES SUPPORTED BY PLYCL1PS. DRAWN BY: FCE-ENG-4 ACCELERATIONS Ds DI 3,000 470 LBS. 6. ALL SILL PLATES SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE. 5. FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES HOLDOWN BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. PROJECT NO: 16-T100 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-10 SECTION 12.8 4,000 550 LBS. MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS 7. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL. NORTH-SOUTH DIRECTION EAST-WEST DIRECTION 5,000 630 LBS. - SHALL ALSO BE GLUED AT THE T&G JOINT. DATE: 02/15/2017 SEISMIC LOAD RESISTING LIGHT FRAMED WOOD SHEAR WALLS LIGHT FRAMED WOOD SHEAR 6. SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE SYSTEM WALLS NOTES: REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PS1 OR PS2. HOLDOWN BOLTS: SCALE: AS SHOWN RESPONSE MODIFICATION R =6.5 R =6.5q• FLYASH CONFORMING TO ASTM C618"TYPE F,"OR"TYPE C"MAY BE USED TO REPLACE UP 7. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE 1. ALL HOLDOWN BOLTS AT SHEAR WALLS TO FOUNDATION SHALL NOT BE IN CONTACT WI FACTOR TO 20%OF THE CEMENT CONTENT,PROVIDED THAT THE MIX STRENGTH IS BLOCKED AT ALL PANEL EDGES.SHEET SIZES SHALL BE 4'X8'UNLESS AT BOUNDARIES OR PRESERVATIVE TREATED(PT)WOOD.PT WOOD PLATES SHALL HAVE OVERSIZED HOLES 1/4"MIN SEISMIC RESPONSE C=0.111 C S=0.111 SUBSTANTIATED BY TEST DATA. FRAMING CHANGES. REFERENCE PLANS FOR ADDITIONAL REQUIREMENTS. &3/8"MAX LARGER THAN BOLT SIZE.AS AN ALTERNATIVE,THE ANCHOR MAY BE SLEEVED WITH COEFFICIENT AN INSULATOR BUSHING OR GALVANIZED IN ACCORDANCE W/ASTM A653. REDUNDANCY FACTOR r= 1.0 r=1.0 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA 2. HOLDOWN BOLTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. COMPLIANT WITH ACI-318 CHAPTER 5,A MINIMUM OF TWO WEEKS PRIOR TO PLACING 3. HOLDOWN BOLTS SHALL BE PLACED A MINIMUM OF 5"FROM THE END OF CONCRETE 12 P LEX BUILDING CONCRETE. STEMWALLS.ADD ADDITIONAL 2x STUD AS REQUIRED. 5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE 4. SEE HOLDOWN SCHEDULE, DETAILS 31S5.1,5/S5.1,&6/S5.1 FOR TYPICAL HOLDOWN -' UPHILL STRUCTURAL OBSERVATION: APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE INSTALLATION REQUIREMENTS. 1. THE STRUCTURAL ENGINEER OF RECORD SER WILL PERFORM STRUCTURAL OBSERVATIONS SUPPLIER. 5. HOLDOWN BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT ( } 6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR WET SET. BASED ON THE REQUIREMENTS OF THE IBC AT THE STAGES OF CONSTRUCTION LISTED BELOW. WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE 6. HOLDOWN BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL,THREADED ON BOTH ENDS UNLESS THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO MIX DESIGNS. A HIGH RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494"TYPE NOTED OTHERWISE. PERFORM THESE OBSERVATIONS: F,OR TYPE"G"MAY BE USED IN CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT SHEET TITLE: STRUCTURAL OBSERVATIONS EXCEED 10-INCHES. GENERAL STRUCTURAL 7. SLEEVES,OPENING,CONDUITS,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE CONSTRUCTION PHASE OBSERVATION COMMENTS STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO NOTES BY EOR PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE PRIOR TO FIRST CONCRETE POUR X REF. FOOTNOTE A,B,C DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER AS REQUIRED TO ADDRESS STRUCTURAL ISSUES X REF. FOOTNOTE A,B THAN THREE DIAMETERS ON-CENTER. 8. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM A. STRUCTURAL OBSERVATIONS ARE INTENDED TO VERIFY GENERAL CONFORMANCE WITH SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. THE STRUCTURAL DRAWINGS.SPECIAL INSPECTIONS AND TESTING ARE STILL REQUIRED. 9. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL NOT BE B. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH HAND SET,OR WET SET. VISIT. 10. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC CODE OF SHEET NUMBER: C. STRUCTURAL OBSERVATION TO OCCUR AFTER THE REINFORCING STEEL HAS BEEN STANDARD PRACTICE SECTION 7.5. INSTALLED 11. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE,THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4"AMPLITUDE. 12. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. _ S 1 II GENERAL STRUCTURAL NOTES (CONT) AND STATEMENT OF SPECIAL INSPECTION ENGINEERED WOOD PRODUCTS: MASONRY/STONE VENEER: 1. THE ENGINEERED WOOD PRODUCTS MUST HAVE A CURRENT ICC REPORT BASE ON THE TABLE 1 1. VENEER SHALL NOT EXCEED 5"IN THICKNESS. APPLICABLE IBC CODE. REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS 0 111r- 7 2. PROVIDE 1"MW (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 , �d EXTERIOR WALL SHEATHING TO BE COVERED WITH APPROVED WEATHER RESISTANT BARRIER. I-JOIST, LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND IBC CODE CODE or FREQUENCY ' 3. VENEER ANCHORS ARE TO MEET THE REQUIREMENTS OF ACI 530-08.6.2. LUMBER(LSL),AND PARALLEL STRAND LUMBER(PSL). REFERENCE STANDARD x 3. SUPPLIER SHALL SUPPLY JOISTS,BRIDGING, HANGERS,BLOCKING,AND OTHER ACCESSORIES r' 4. VENEER TO BE ANCHORED DIRECTLY TO WALL STUDS,COLUMNS,CONCRETE WALLS,CMUREFERENCE CONTINUOUS I PERIODIC z 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 - :i3, 18"OC VERTICALLY, MAXIMUM.IN NO CASE IS THE AREA OF VENEER SUPPORTED BY EACH BE CLEARLY CALLED OUT AND DETAILED ON THE SHOP DRAWINGS. GEOTECHNICAL INVESTIGATIONS TABLE GEOTECHNICAL INVESTIGATION ANCHOR TO EXCEED 2.0 SQ.FT. AT AREAS WITHIN 12'-0"OF CORNERS THE VERTICAL SPACING 4. SUPPLIER SHALL INSPECT ALL JOISTS,BEAMS, BRIDGING,HANGERS, BLOCKING,AND OTHER 1705.6 SHALL INCLUDE ITEMS OF SPECIAL F R O E L I C H OF TIES SHALL NOT EXCEED 12"OC. ACCESSORIES AFTER INSTALLATION AND PROVIDE WRITTEN VERIFICATION OF PROPER 1803 INSPECTION AND TESTING AS --------- ---- - 5. USE 3/4"x 22 GAGE GALVANIZED METAL ADJUSTABLE ANCHORS OR#9 GAGE GALVANIZED WIRE INSTALLATION OF THEIR PRODUCT TO THE ARCHITECT AND STRUCTURAL ENGINEER OF NOTED IN TABLE 5 OF THE ENGINEER 5 1 ANCHORS. RECORD. GUIDELINES MAIN OFFICE: 6. USE#9 GAGE GALVANIZED WIRE JOINT REINFORCEMENT HORIZONTALLY AT MAXIMUM OF 18"OC 5. PRODUCTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S VERIFY MATERIALS BELOW TABLE X BY THE GEOTECHNICAL ENGINEER 6969 SW HAMPTON ST JOINT REINFORCEMENT TO BE SECURED TO SEISMIC ANCHORS. INSTRUCTIONS AND SPECIFICATIONS. SHALLOW FOUNDATIONS ARE 1705.6 PORTLAND,OREGON 97223 7. ANCHORS TO MEET THE REQUIREMENTS OF SEISMIC DESIGN CATEGORY D. 6. LAMINATE MULTIPLE I-JOISTS WHERE INDICATED ON DRAWINGS AS PER MANUFACTURER'S ADEQUATE TO ACHIEVE THE (503)624-7005 RECOMMENDATIONS. 8. ISOLATE THE SIDES AND TOP OF ANCHORED VENEER FROM THE STRUCTURE SO THAT DESIGN BEARING CAPACITY BEND OFFICE: VERTICAL AND LATERAL SEISMIC FORCES RESISTED BY THE STRUCTURE ARE NOT IMPARTED 7. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW,AND IN ADDITION FOR SNOW VERIFY EXCAVATIONS ARE TABLE X DRIFT LOADING SHOWN ON THE PLANS. MT WASHINGTON DR TO THE VENEER. EXTENDED TO PROPER DEPTH 1705.6 SUITE#205 9. PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGER THAN 16"IN EITHER DIMENSION. FLOOR LIVE LOAD: CORRIDORS 100 PSF AND HAVE REACHED PROPER BEND,OREGON 97701 SPACE ANCHORS AROUND PERIMETER OF OPENINGS AT A MAXIMUM OF 3'-0"OC PLACE LIVING SPACES 40 PSF MATERIAL ANCHORS WITHIN 12"OF OPENINGS. FLOOR DEAD LOAD 27 PSF PERFORM CLASSIFICATION AND TABLE X TESTING OF COMPACTED FILL froelich-engineers.com 10. EMBED ANCHORS INTO THE MORTAR JOINT A MINIMUM DISTANCE OF 1 112"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) JOB# 16-T100 MORTAR COVER TO THE OUTSIDE FACE. ROOF TOP MECHANICAL UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS MATERIALS 1803.5.1 AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. VERIFY USE OF PROPER TABLE X BY THE GEOTECHNICAL ENGINEER • 9. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. MATERIALS,DENSITIES AND LIFT 1705.6 REINFORCED CONCRETE MASONRY: 10. DO NOT NOT NOTCH OR DRILL ENGINEERED WOOD PRODUCTS, EXCEPT AS ALLOWED PER THE THICKNESSES DURING ,� �{; f ` 1. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90,SAMPLED AND TESTED IN PLACEMENT AND COMPACTION OF Gj (1. MANUFACTURERS SPECIFICATIONS.ANY PROPOSED NOTCHING OR DRILLING OF ENGINEERED PRO ACCORDANCE WITH ASTM C140. COMPACTED FILL �� �� � WOOD PRODUCTS NEEDS TO HAVE PRIOR APPROVAL BY THE MANUFACTURER. c�� 2. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. 11. THE JOIST MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS PRIOR TO PLACEMENT OF TABLE X IN, �GI1 S� 3. BLOCK COMPRESSIVE STRENGTH SHALL BE AS INDICATED IN THE TABLE BELOW. COMPACTED FILL,OBSERVE 1705.6 r 4/ r BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE C~� � �" 4. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'm)AS INDICATED IN THE WHERE THE PROJECT IS LOCATED FOR REVIEW. SUBGRADI=AND VERIFY THAT SITE 15 ' 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. _ i-- --...---....... .41...- 2105. 2105. ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS WITH COLUMNS, �.yf 5. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. WHERE NO COLUMN CONNECTIONS,CONNECTION HARDWARE,ETC. TABLE 2 fr =GON 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 REQUIRED STRUCTURAL SPECIAL INSPECTIONS �`n3 v�j}/ ���� -- AS INDICATED IN THE"MASONRY REINFORCING STEEL"SECTION OF THESE NOTES. (UNLESS NOTED OTHERWISE): 'Q4,, • 2r� ‘).- 6. HORIZONTAL WIRE AND BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS ATFLOORS: LIVE LOAD 1/480 OF SPAN, SYSTEM or MATERIAL INSPECTION REMARKS 44I EXPANSION JOINTS EXCEPT AT ALL FLOOR AND ROOF LEVELS. A MINIMUM OF ONE VERTICAL#5 TOTAL LOAD-1/360 OF SPAN IBC CODE CODE or FREQUENCY O BAR SHALL BE LOCATED ON EACH SIDE OF AN EXPANSION JOINT. ROOFS: LIVE LOAD-11240 OF SPAN,TOTAL LOAD-11240 OF SPAN REFERENCE STANDARD n. 14. DESIGNS,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: REFERENCE CONTINUOUS PERIODIC EXPIRES: L -1 g11 i f CONCRETE MASONRY ASSEMBLY STRENGTH A. DEFLECTION DESIGN CRITERIA CONCRETE fm(PSI) BLOCK STRENGTH (PSI) GROUT STRENGTH(PSI) MORTAR B. LIVE,SNOW, DEAD,WIND, SEISMIC AND MECHANICAL DESIGN LOADS INSPECTION OF ANCHORS 1909.1 ACI 318: X SPECIAL INSPECTIONS APPLY TO 1,500 1900 2,000 TYPE M OR S C. ERECTION AND PLACEMENT CRITERIA INSTALLED IN HARDENED TABLE 1705.3 3.8.6,8.1.3,21.1.8 ANCHOR PRODUCT NAME,TYPE, D. DETAILS OF ALL BRIDGING,BRACING,STIFFENERS,BLOCKING,CONNECTIONS&HANGERS CONCRETE AND DIMENSIONS,HOLE E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS DIMENSIONS,COMPLIANCE WITH 7. PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING COLD WEATHER F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT DRILL BIT REQUIREMENTS, (TEMPERATURE BELOW 40"F(4.4°C))OR HOT WEATHER(TEMPERATURE ABOVE 90"F(32.2"C)) CLEANLINESS OF THE HOLE AND SHALL CONFORM TO ACI 530.1 ARTICLE 1.8 C AND 1.8 D. 15. CALCULATIONS OF THE ENGINEERED WOOD PRODUCTS MUST BE SEALED BY THE PRODUCT ANCHOR,ADHESIVE EXPIRATION ENGINEER AND SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER OF RECORD. DATE,ANCHOR/ADHESIVE 16. I-JOIST SHALL HAVE LAMINATED VENEER LUMBER(LVL)FLANGES W/ORIENTED STRAND BOARD INSTALLATION,ANCHOR MORTAR: (OSB)WEBS. EMBEDMENT,AND TIGHTENING TORQUE 1. MORTAR SHALL BE OF THE TYPE INDICATED IN THE TABLE ABOVE WITH A MINIMUM WELDING REINFORCING STEEL 1705.2.2.1.2 ACI 318:3.5.2 X REFER TO STEEL FOR WELDING COMPRESSIVE STRENGTH AT OF 1,800 PSI FOR MORTAR TYPE S(2,500 PSI FOR MORTAR TYPE M) 1903.1 AWS D1.4 REQUIREMENTS AT 28-DAYS AND SHALL CONFORM TO IBC SECTION 2103. PREMANUFACTURED WOOD TRUSSES: TABLE 1705.2.2, ITEM 2b 1. DESIGN OF THE PREMANUFACTURED WOOD ROOF TRUSS SYSTEM SHALL BE THE VERIFICATION OF WELDABILITY OF TABLE AWS D1.4 X CONTRACTORS RESPONSIBILITY. REINFORCING STEEL OTHER THAN 1705.2.2 ACI 318: SECTION 2. DESIGN SHALL CONFORM TO THE PROFILES SHOWN ON THE DRAWINGS AND THE ASTM A 706 3.5.2 MASONRY GROUT: REQUIREMENTS OF IBC SECTION 2303.4 AND THE"DESIGN SPECIFICATIONS FOR LIGHT METAL OTHER REINFORCING STEEL TABLE AWS D1.4 X 1. GROUT SHALL HAVE A COMPRESSIVE STRENGTH AS INDICATED IN THE TABLE ABOVE AND PLATE CONNECTED WOOD TRUSSES",TPI-24 AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. 1705.2.2 ACI 318: SECTION SHALL CONFORM TO IBC SECTION 2103. 3. TRUSS DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS TO THE STRUCTURE 3.5.2 I- REQUIRED TO TRANSFER DESIGN LOADS INTO THE STRUCTURAL SYSTEM OF THE BUILDING. PLACEMENT OF BOLTS INSTALLED TABLE ACI 318: 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED I w 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 CJ, F.- WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT TO TRANSMIT DESIGN LOADS, INCLUDING SEISMIC AND WIND LOADS,TO THE BEARING AND 1908.5 ACI 318:21.1.8 Z SEGREGATION OF THE CONSTITUENTS. SHEAR WALL SUPPORTS. 1909.1 ACI 318-APPENDIX < W 3. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. 5. THE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS SHOWING LAYOUT AND ANY DETAILING D UJ 2 NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE STRUCTURE. VERIFYING USE OF REQUIRED MIX TABLE ACI 318:CHAPTER X 4. FULLY GROUT ALL WALLS BELOW GRADE AND WHERE INDICATED ON PLANS. 6. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM DESIGN(S) 1705.3 4 W LOADS AND ANY SNOW DRIFTING/SLIDING SNOW INDICATED ON DRAWINGS: 1904 ACI 318: 5.2-5.4 0 1904.2 O J ' PREMANUFACTURED WOOD TRUSS LOADING 1910'2 W 1910.3 MASONRY REINFORCING STEEL: LOADING TYPE UNIFORMLY DISTRIBUTED LOAD(PSF) CONCRETE PLACEMENT TABLE ACI 318: 1.3.2.D X �'�/ 1. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO IBC SECTION 2103.14. • ROOF LIVE LOAD 20 1705.3 AOI 318:5.9-5.10 Et W UJ 2. DEFORMED REINFORCING BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY 25 ROOF SNOW LOAD p 0 PLACED IN ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL EAVES: 25 TABLE 5 � rn CONFORM TO ASTM A706 GRADE 60. TOP CHORD: 10UJ 3. UNLESS OTHERWISE NOTED ON PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS ROOF DEAD LOAD REQUIRED TESTING FOR SPECIAL INSPECTIONS _,j w Z BOTTOM CHORD:8 o J 4 - FOLLOWS: SYSTEM or MATERIAL TESTING REMARKS z C7 NET WIND UPLIFT 7 Z J w w IBC CODE CODE or FREQUENCY IN ADDITION TO THE LOADS NOTED,ALL TRUSSES SHALL BE DESIGNED TO SUPPORT A L.� O > MINIMUM WALL REINFORCEMENT--RUNNING BOND REFERENCE STANDARD u_ 0 = < O CONCENTRATED LOAD OF 100#AT ANY LOCATION ALONG THE TOP OR BOTTOM CHORDS. CONTINUOUS PERIODIC VERTICAL REFERENCE O w -c 2< NOMINAL WALL THICKNESS HORIZONTAL REINFORCEMENT W in O REINFORCEMENT GEOTECHNICAL p co Ii1 7. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO - D r IT 8" #5 @ 24"OC (2)#4 @ 48"OC GEOTECHNICAL ENGINEER TO 1803 TESTING PER GEOTECHNICAL ❑ vJ ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS w AND OTHER CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. PERFORM TESTING OF REPORT r- < W cn 4. BOND BEAMS WITH TWO#5 BARS SHALL BE PROVIDED AT ALL FLOOR LINES,ROOF LINES,AND 8. TRUSS MANUFACTURER SHALL DESIGN ALL DRAG TRUSSES AND DRAG STRUTS FOR THE COMPACTED FILL MATERIALS E/ Q (� IV AT THE TOP OF ALL WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. FOLLOWING: FILL IN-PLACE DENSITY OR 1705.6 X BY THE GEOTECHNICAL ENGINEER �.{- w I- ti CO 6. PROVIDE ONE BAR MATCHING THE VERTICAL REINFORCING SIZE FOR THE FULL HEIGHT OF A. SHEAR LOADS AS INDICATED ON THE PLANS AND NOTES PREPARED SUBGRADE DENSITY WALL AT EACH SIDE OF ALL OPENINGS,AT WALL ENDS,AND AT WALL INTERSECTIONS. B. DRAG TRUSSES TO COLLECT LOAD ALONG THE TOP CHORD AND TRANSFER TO THE MATERIAL VERIFICATION VARIES;CLAX BY THE GEOTECHNICAL ENGINEER 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL BOTTOM CHORD THROUGH WEB MEMBERS AND TESTINGNON OF 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 CONTROLLEDFILL PERMIT AND BE EMBEDDED A MINIMUM OF 9"INTO THE FOUNDATION WITH A STANDARD 90 DEGREE THROUGH SPLICES. L HOOK. MATERIALS 9. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS CONCRETE SUBMITTAL 8. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT ALL WALL BEARING THE STAMP 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 0 31 FRESH CONCRETE IS PLACED (UNLESS NOTED OTHERWISE): SPECIMENS FOR STRENGTH ACI 318:5.6,5.8 TESMASONRY REINFORCEMENT LAP SPLICE SCHEDULE(IN) FLOORS: LIVE LOAD-11480 SPAN,TOTAL LOAD-1/360 OF SPAN CONTENTT ,PERFORM AND DETERMINEE AND AIR L ONCE OFEACH DAY FOR A GIVEN TESTS, CLASS CONCRETE,OR LESS BAR SIZE fm=1,500 PSI fm=2,000 PSI I'm=2,500 PSI fm=3,000 PSI ROOFS: LIVE LOAD-1/240 OF SPAN,TOTAL LOAD-11240 OF SPAN THE TEMPERATURE OF THE THAN ONCE FOR EACH 150 YDS OF #4 24 24 _ 24 24 11. DESIGN,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: CONCRETE CONCRETE,OR LESS THAN ONCE REV DATE ISSUE TITLE #5 36 30 30 30 A. DEFLECTION DESIGN CRITERIA FOR EACH 5,000 FT2 OF SURFACE B. LIVE,SNOW,DEAD,WIND,SEISMIC AND MECHANICAL DESIGN LOADS AREA FOR SLABSIWALLS.ONCE NOTES: C. ERECTION AND PLACEMENT CRITERIA EACH SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL AND MINIMUM A. FOR CENTER-TO-CENTER SPACING LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND D. DETAILS OF ALL BRIDGING,BRACING,STIFFENERS, BLOCKING AND CONNECTIONS CONCRETE STRENGTH TABLE ASTM C39 X ONE SPECIMEN FOR EACH 50 CUBIC DIVIDE BY THE SPACING BETWEEN BARS. E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS 1705.3 YARDS."PRECONSTRUCTION TESTS B. FOR MASONRY CLEAR COVER LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND DIVIDE F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT AS REQUIRED PER THE BUILDING BY THE CLEAR COVER. 12. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM OFFICIAL." C. NOTES A AND B SHALL NOT BE APPLIED CONCURRENT,USE THE LARGER RESULTING LAP BOARD CEILINGS. CONCRETE SLUMP TABLE ASTM 0143 X LENGTH OF THE TWO WHEN BOTH CONDITIONS OCCUR. 13, DO NOT NOTCH OR DRILL TRUSS MEMBERS WITH OUT APPROVAL OF THE TRUSS CONCRETE AIR CONTENT 1705.3 ASTM C231 X MANUFACTURER AND THEIR ENGINEER. CONCRETE TEMPERATURE ASTM C1064 X PROJECT MANAGER: CN MASONRY REINFORCEMENT COVER USE COVER DESIGNER: YS MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" 1-1/2"(#5 AND SMALLER) TABLE 6 DRAWN BY: FCE-ENG-4 MASONRY FACE EXPOSED TO EARTH AND WEATHER .2"(#6 AND LARGER) REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE(SEISMIC CATEGORIES C,D,E,F) PROJECT NO: 16-T100 INSPECTION SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS DATE: 02/15/2017 REFERENCE STANDARD SCALE: AS SHOWN REFERENCE CONTINUOUS PERIODIC STRUCTURAL WOOD FIELD GLUING OF DIAPHRAGM AND SHEAR WALL ELEMENTS FOR X SEISMIC FORCE-RESISTING-SYSTEMS 1 n �/ CONNECTIONS FOR DIAPHRAGM 1 2 P L EX BUILDING CHORDS,COLLECTORS,BRACING, X ALL CONNECTIONS VISUALLY AND SHEAR WALL ANCHORAGE INSPECTED - UPHILL 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 p /� AND OTHER COMPONENTS IN THE GENERAL STRUCTURAL ,SEISMIC FORCE-RESISTING SYSTEM. NOTES (CONT.) & SPECIAL INSPECTIONS SHEET NUMBER: S1 . 2 AlSCHEDULE AND NOTES 4.. BEARING WALL :7 .eL., f _. '. HEADER/BEAM SCHEDULE JOIST FRAMING SCHEDULE MARK WALL BASEMENT WALL FIRST FLOOR SECOND THIRD FLOOR WALL TYPE - HEIGHTS (IF APPLICABLE) WALL FLOOR WALL WALL`-' ' HEADER/ BEAM SIZE POST/COLUMN TYPE (UNO) DEPTH JOIST TYPE AND SPACING W1 10-2 & _ 2x6 DF#2 12"OC 2x6 DF#2 1fi" 2x6 DF#2 @ 16' 2x6 DF#216" TYPICAL ".,� .4,-,;;i',-:. r n @ @ e 'yam y:=^ H9 4x8 DF#2 {1}2x CRIPPLE AND(1)2x KING J1 11 7/8" TJI 110's©24"OC LESS DC OC OC @ CONSTRUCTION F p E L f C H B1 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING J2 11 7/8" TJI 230's©24"OC W2 10'-2"& 2x6 DF#2 @ 12"DC 2x6 DF#2 @ 16" 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" TYPICAL LESS DC OC DC CONSTRUCTION B2 6x6 DF#2 (2)2x DF#2 J3 11 7/8" TJI 360's @ 19.2"QC - - ENGINEERS ; W3 10'-2"& 2x4 DF#2 @ 12"OC 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" PARTY WALL MAIN OFFICE: B3 3 1/2 x 11 7/8"GL (2)2x DF#2 J4 11 7/8" TJI 560's @ 16"OC LESS OC OC DC 6969 SW HAMPTON ST B4 5 1/2 x 11 7/8"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) J5 7 1/4" PT 2x8 DF#2 @ 16"OC W4 10'-2"& 2x6 DF#2 @ 12"DC 2x6 DF#2 @ 16" 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" PARTY-GARAGE WALL PORTLAND,OREGON 97223 (503)624-7005 _ LESS (TYPICAL OC(TYPICAL OC QC B5 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) J6 5.5" 2x6 DF#2 @ 12"OC CONSTRUCTION) CONSTRUCTION) BEND OFFICE: - - 745 NW MT WASHINGTON DR B6 PT 4x12 HF#2 PT fix HF#2(4x6 DF#1 AT WALLS) J7 11 7/8" TJI 360's @ 12"OC SUITE#205 BEND,OREGON B7 5 1/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) 97701 f roe ic -engineers.com 88 PT 51/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) JOB# 16-T100 B9 5 1/2 x 21"GL 5 112x6 GL POST B10 6 3/4 x 21"GL 5 1/2x7 1/2 GL POST SHEAR WALL SCHEDULE TYPE SHEATHING-NAILING SOLE PLATE RIM JOIST MUD SILL PLATE AND COMMENTS NOTES: �'� V% 'TtF,� B11 5 1/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING CONNECTION TO RIM CONNECTION TO ANCHOR BOLTS(REF 1. REF BEARING WALL SCHEDULE FOR WALL TYPE. '� � B12 PT 5 1/2 x 11 7/8"GL BALANCED REF PLAN JOIST DOUBLE TOP PLATE NOTE 6) 2. UNIQUE WALL FRAMING CALLED OUT ON PLANS. 40" ...;,G R-P�c0 3. STUDS SHALL BE ALIGNED FROM FLOOR TO FLOOR. c� �aGlllrrC \ 813 PT 3 1/2 x 11 716"GL REF PLAN STD 112"APA RATED SHT'G 0.148x3"COMMON @ 6" 0.148x3"TOE NAILS @ 2x PL W1518"DIA AB @ 42" SEE NOTE 11 _ c." 154/ `9 \�� (1)SIDE W/8d NAILS @ OC LTP4 @ 48"OC 8"OC&SIMPSON LTP4 QC(EMBED 7")(OR SIMP &12 BELOW yy BEAM SPECIFIC NOTES: 6"OC EDGES&12"OC @ 48"OC MASA) 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. FIELD \ � \ ►. Q7., �,�%� A 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS© 2x PL W/5/8"DIA AB @ 24" SEE NOTE 11 e., 1r1 �� WV 1 CON 2-SUPPORT BEAMS WITH (2)-2x6 CRIPPLE AND (1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN THIS TABLE (1)SIDE W/8d NAILS @ DC LTP4 @ 48"DC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW CL 111 a '$$$ v� g'` OR ON THE PLANS. 4"OC EDGES& 12"OC @ 32"OC MASA) 0 SHEAR WALL EDGE NAILING O SHEAR WALL EDGE NAILING 1 j)'25 Vg A' FIELD J J / 9Z DG `� B 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 18" SEE NOTE 11 a CONT DBL 2x TOP PL 0 CONT DBL 2x TOP PL - FOOTING SCHEDULE (1)SIDE W/8d NAILS @ OC LTP4 @ 36"OC 8"OC&SIMPSON LTP4 00(EMBED 7")(OR SIMP &12 BELOW ' EXPIRES: /2131/17 3"OC EDGES&12"OC @ 24"OC MASA) WALL STUD SIZE&SPACING WALL STUD SIZE&SPACING SIZE REINFORCING NOTES FIELD REF BEARING WALL SCHED REF BEARING WALL SCHED 1 1' 6"WIDE x A5 SHOWN x 10"DEEP LONG:(2)#4 BOT C 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 3x PL W/5/8"DIA AB @ 12" SEE NOTE 11 (2)SIDES W/8d NAILS OC LTP4 @ 24"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW 111 TRANS:#4 @ 18"OC BOT @ 4"OC EDGES&12" @ 12"OC MASA) ► Moi (0\ 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 SOT DC FIELD __ _ DBL STUDS AS REQ'D BY = TRANS:#4 @ 18"OC BOT D 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 3x PL W/5/8"DIA AB @ 12" SEE NOTE 11 p W ' SCHEDULE w Q (2)SIDES W/Sd NAILS OC LTP4 @ 18"OC 6"OC&SIMPSON LTP4 OC(EMBED 7"){OR SIMP &12 BELOW 2 Z p T 3 3'-O"WIDE x AS SHOWN x 15"DEEP LONG: (5)#4 TOP&BOT @ 4"OC EDGES&12" @ 9"OC MASA) c 2 ❑ TRANS:#4 @ 12"OC TOP&BOT OC FIELD (r) < d F- 4 2'-6"x 2'-6"x 10"THICK (3)44 EA WAY-EQ SPACED BOT SHEAR WALL GENERAL NOTES(APPLICABLE TO ALL SHEAR WALL TYPES): ` IFLV IMI \ 5 3'-0"x 3'-0"x 12"THICK (4)#4 EA WAY-EQ SPACED BOT 1 IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12"OF EACH END AS PER OSSC SECTION 2308.6. SHEAR WALL SHTH REF PLAN & SHEAR WALL SHTH REF PLAN & 6 3'-6"x 3'-6"x 12"THICK (4)-#5 EA WAY-EQ SPACED BOT SHEAR WALL SCHEDULE AS SHEAR WALL SCHEDULE AS 2 SHEAR WALL FRAMING IS TO BE 16"OC UNLESS NOTED OR DETAILED OTHERWISE. OCCURSI OCCURS 7 2'-0"WIDE x AS SHOWN x 12"DEEP LONG:(3)#4 BOT NOT USED ON THE 3 SHEAR WALLS ARE TO BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OR DETAILED OTHERWISE. TRANS:#4 @ 24"OC BOT CLUB HOUSE i ANCHORAGE TO FOUNDATION ANCHORAGE TO FOUNDATION 4 ALL NAILS STATED ARE COMMON NAILS UNLESS NOTED OTHERWISE.Sd GALVANIZED BOX NAILS MAY BE SUBSTITUTED FOR THE ._, • OR FLOOR, REF PLAN OR FLOOR, REF PLAN 8d COMMON NAILS. W 11- w W 8d=0.131 2x OR 3x SOLE PL REF PLAN 2x OR 3x SOLE PL REF PLAN H. HOLDOWN SCHEDULE &SHEAR WALL SCHEDULE I,.., x - 0 10d=0.148 x 3" 41 &SHEAR WALL SCHEDULE MARK HOLDOWN ATTACHMENT ATTACHMENT TO POSTS COMMENTS ►;.: MO *1 Z FOUNDATION UNO ON 16d=0.162 x 3-1/2" ` I SHEAR WALL EDGE NAILING \ I_ SHEAR WALL EDGE NAILING PLANS OR DETAILS 5 LTP4 PLATES SHALL BE INSTALLED W/(12)8d COMMON NAILS. W W - NOT REQUIRED 6 ANCHOR BOLTS SHALL BE GALVANIZED&SHALL HAVE A 114"x3"x3"GALVANIZED PL WASHER BETWEEN THE SILL PL&NUT. NOTES: NOTES: el- ANCHOR BOLTS SHALL BE PLACED SO THAT THE EDGE OF THE PL WASHER IS 1/2"MAX FROM THE SHEATHED FACE OF THE WALL. 1. REF ARCH FOR WALL FINISHES, FURRING, ETC. 1. REF ARCH FOR WALL FINISHES, FURRING, ETC. W 0 1 SIMPSON HTTS (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 STEM WALL. USE 5/8"DIA MIN STANDARD HOOK @ EACH2. REF ARCH FOR ADDITIONAL REQUIREMENTS 2. REF ARCH FOR ADDITIONAL REQUIREMENTS ❑ ANCHOR BOLT PL WASHER REQUIREMENTS. U ¢ J ASTM A36 HEX HEAD A.B. HOLDOWN LOCATION - TO MAINTAIN FIRE RATING. TO MAINTAIN FIRE RATING. P Ott, W EMBED 8"INTO FTG.W/ 7 PENETRATIONS GREATER THAN 4"WIDE x 4"TALL 1N THE SHEATHING OF SHEAR WALLS SHALL NOT OCCUR UNLESS APPROVED -- - UJ 1/4"x3"x3"PL WASHER BY ENGINEER. PENETRATIONS SMALLER THAN 4"WIDE&4"TALL SHALL BE BLOCKED ABOVE&BELOW(STUD-STUD)&EDGE .. BETWEEN DBL.NUT @ BOT. NAILED. TYPICAL WALL CONSTRUCTION WI & W2 PARTY WALL CONSTRUCTION W3 Et LU W co 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 I..L 8 ❑ o NO STEM WALL OCCURS. STUDS. W rn 2 SIMPSON HDQS (20) 1/4"DIA.x 3"SIMPSON SIMPSON PAB7(9"INTO (3)2x STUDS PROVIDE#5 DOWEL W/ 9 SEE DETAILS 3/S5.1,5/S5.1,6/S5.1,7/S5.1,&1/S6.1 FOR TYPICAL SHEARWALL INSTALLATION. W O J W 0 SDS WOOD SCREWS FOOTING) MIN STANDARD HOOK @ EACH I- 0 HOLDOWN LOCATION SHEAR WALL SPECIFIC NOTES: > z ' W 3 SIMPSON (38)0.148x3"NAILS TO DBL. --- (2)2x STUDS --- 10 FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR GREATER&NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE f 8 I Q 0 MSTC66B3 STUDS&(14)0.148x3 NAILS MIN WITH 0.148x3"@ 4"00 STAGGERED). (--1 BEARING WALL CONSTRUCTION ° H 'a 0 TO SIDE OF BEAM&(4) W 11 FRAMING AT ALL ADJOINING PANEL EDGES&SOLE PLATES RECEIVING EDGE NAILING ON BOTH SIDES SHALL BE 3"NOMINAL OR GREATER SCALE: NTS �_ O `- 0.148x3 NAILS TO BOTTOM i3 / a v! OF BEAM. AND NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE WITH148x3"@ 4"OC STAGGERED)OFFSET SHT G JOINTS TO FALL ON N cC () W DIFFERENT DOUBLE STUDS. . Q W Q 4 SIMPSON MST37 (11)0.162x3 1/2"NAILS AT - (2)2x STUDS SIMPSON LTP4 CLIPS @ SOLE PLATE CONNECTION TO RIM JOIST ARE NOT REQUIRED IF UPPER WALL SHEATHING IS CONTINUOUS& LL t¢tl 9 ti m TOP&BOTTOM (CENTER MIN 12 DIRECTLY EDGE NAILED TO RIM JOIST. STRAP ON FLOOR CAVITY (22)TOTAL NAILS) 5 (2)SIMPSON (17)0.162x31/2"NAILS AT --- 4x MIN PLACE ONE STRAP AT MST48 TOP&BOTTOM(CENTER EACH SIDE OF THE WALL. PERMIT STRAP ON FLOOR CAVITY (2)TOTAL (34)TOTAL NAILS)-ONE AT SUBMITTAL EACH SIDE OF THE WALL NOTE: 1. DBL STUDS SHALL BE LAMINATED TOGETHER WITH 16d NAILS @ 6"OC FULL HEIGHT(TYPICAL) 2. WHERE STRAP HOLDOWNS DO NOT ALIGN WITH HOLDOWNS BELOW,EDGE NAIL SHEAR WALL SHEATHING TO DBL STUDS BELOW WITH 0.131x2 1/2"@ 4"OC REV DATE ISSUE TITLE 3, INSTALL HOLDOWNS AND HOLDOWN ANCHORS PER MANUFACTURER RECOMMENDATIONS 4. SEE DETAILS 3/S5.1,5/S5.1,6/S5.1,AND 51S6.1 FOR TYPICAL HOLDOWN INSTALLATION. PROJECT MANAGER: CN DESIGNER: YS DRAWN BY: FCE-ENG-4 PROJECT NO: 16-TI00 DATE: 02/15/2017 SCALE: AS SHOWN 12 PLEX BUILDING - UPHILL SHEET TITLE: SCHEDULES AND NOTED SHEET NUMBER: S 1 i 1 --,- 4olar , ...,, ,..-,-,_., ,,,,y ,%., 0-,.;-- :/-A,.../. '4-t; ' FROELICH ENGINEERS ; MAIN OFFICE: 6969 SW HAMPTON ST PORTLAND,OREGON 97223 (503)624-7005 BEND OFFICE: 745 NW MT WASHINGTON DR SUITE#205 BEND,OREGON 97701 froelich-engineers.com JOB# 16-T100 (__________. 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DESIGNER: VS 1 n — --; FOR SHEAR WALL& DRAWN BY: CAD-5 w I HOEDOWN OF LEVEL 00, e PROJECT NO: 16-T100 -- „ I ill REFERENCE SHEET S2.2 ` h f /II li DATE: 02/15/2017 ■ as` 1 1111111 1 I i I I— ---7------ I� Q SCALE: AS SHOWN ' t: 1 € f • I S2.1 ! t movuestoolj- le --- iiiiiii IN Mil I 111111 12 PLEX BUILDING - 11 --- _ �1 _—_ _ _ _ LEVEL _S UPHILL a SHEET TITLE: i--1-- 1 12 PLEX UPHILL — FRAMING & SHEAR WALL MAP FRAMING & SHEAR S2.0 SCALE: 114”= 1'0" WALL MAP 16-T100 SHEET NUMBER: S2 . O i 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 E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. F R O E L I C H ENGINEERS ; MAIN OFFICE: KEYED NOTES 6969 SW HAMPTON ST • PORTLAND,OREGON 97223 29 PT 6x6 DF#1 COLUMN.SEE DETAIL 13/55.2 (503)624-7005 4"CONC SLAB ON GRADE W/6X6-W1.4XW1.4 MESH OVER VAPOR BARRIER PER BEND OFFICE: 37 ARCH OVER SUB-GRADE PER GEOTECH 745 NW MT WASHINGTON DRSUITE#205 BEND,OREGON 97701 froelich-engineers.com (4 • ()'( . SIZE FOOTING SCHEDULE JOB# 16-T100 REINFORCING NOTES .c ckU C T L'ijc?"/ 1 l'-6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT TRANS:#4 @ 18"OC BOT ,c,V r ROFA, 2 2'-O"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT TRANS:#4 @ 18"OC BOT C4.)- 1547, 41 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT CC / -TRANI S:#4#4©12"OC TOP&GOT 4 2'-6"x 2'-6"x 10"THICK (3)-#4 EA WAY-EQ SPACED BOT We v oirlEGON _ _— — — — r 1 5 6 3'-0"x 3'-0"x 12"THICK - 3'-6"x 3'-6"x 12"THICK (4)-#5 EA WAY-EQ SPACED BOT (4)-#4 EA WAY-EQ SPACED BOT ,g* S 0 41'25 b"411. 2 DePe' 4 LONG:(3)#4 BOT NOT USED ON THE EXPIRES: pp p 7 7 2-0"WIDE x AS SHOWN x12"DEEP TRANS:#4 @ 24"OC GOT CLUB HOUSE 4 4....m. r 1 a a a a a a a a a a a a a - „ . . ., 0 4 0 a REF 1/S2.2 FOR UPPER AIM FOUNDATION IN THIS AREA. . 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TYP .......j ' : , ....._ NW : , Alt, ...i ilk It Abili , , I 411W" -1 PROJECT MANAGER: CN W1 2 ' 19 1 : L I ' I 2 Ij — S5.2 S5.2 ; , i DESIGNER: YS W1 W1 ; W1 8 i DRAWN BY: CAD-5 2 2 I - i _ __ _ . 2 (1-2) S5.1 PROJECT NO: 16-T100 .....5.2 G r S5.2 , . , , , 1 1 ! wl 2 DATE: SCALE: 02/15/2017 \S AS SHOWN L J L. _J ••••••• r 1 -4------ i --1 L- -- - 1 _1 R.__ r.......„_... - L li __I L J L I r........_or* ..•••• W 1 •ww..0 ammiw•••••• .mmum i L I--_ ..., r- 1 - 1 12 PLEX BUILDING - I 2 . 1 Ell I L I UPHILL L n IT 1 r" I WI I I Ell I I • SHEET TITLE: 2 5.1 i TYP W1 L_ _I _i ...___J III —1,...---s\————--I 2 4 €0 L. L 12BI 1 ---I Allik Ell 8 FOUNDATION PLAN 0 --•-•1 2 111 1 OD I , I I 6 I LP S5.2 S5.1 I I MP LJ• Arilh @ 4 11 ——II1PF 0 SHEET NUMBER: * XD (BO 1-1 - FOUNDATION PLAN SCALE: 114"= 1'-0" 16-T100 . _ _ _ FOUNDATION PLAN NOTES FLOOR FRAMING PLAN NOTES . A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. t' 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 .r SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS ,, ARE ENCOUNDERED,NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNOR PRIOR TO BID OPENING. REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 2/S5.1 ip - TO BID OPENING. t ' 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 1 THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS MAIN OFFICE: NOTED OTHERWISE.SEE DETAIL 4/S6.1. 6969 SW HAMPTON ST PORTLAND,OREGON 97223 E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO (503)624-7005 FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE BEND OFFICE: F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) 745 NW MT WASHINGTON DR 05 CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL SUITE, ,,OOREREGON 97701 @A CO 2/S6.1 I. froelicMengineers.com XE G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE JOB# 16-T100 CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER 4 5 4 5 ® r AISC CODE OF STANDARD PRACTICE. ssc ck ��� ucTv Ark 0 Alk s GINE s I 4 4 9 ! AO P R Op I I 5- �, �Q 4 KEYED NOTES `co 0A Fq > I I ■ I I ■ I S5.1 W1 r---1 S5.1 • TYP I ■ I ■ I 9 - - G r--I W1 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING. 154%' y L "� L --J 7 I ■ I L-_1 L---J Aalk S5.1 I a I I a I 7 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC - "�%rte"""-Cc r 4111 I Ai - - ' - NV - ��^nnnnr.- - _ - 'IMY NW IILI �"-' �vw�. -1 15 SIMPSON MST37 CENTERED BETWEEN BEAMS �;+� r/ECONV71 IF 5 - I 5 - W1 I 16 3 1/2x11 7/8 GL DRAG FLOOR DEPTH CONDITION.) TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 51/2" 40e '5 25 pA- Q.. J r 26 1 r W 1 - Z ��- 1_ J r 26 1 7 i 55.3 I 17 SIMPSON MSTA49 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM- EXPIRES: 2/3��`j 1 f 1 1 I S5.3 I I I I I II r- I I USE 0.148x3"NAILS EVERY OTHER HOLE,SEE DETAIL 14/S6.2 AND 20/S6.2. / i r- L TYP J L I I--. - -, _ I 20 2x SPACED DECKING I -1 I-1 r B1 r- B1 -'- B1 -'--I B1 B1 --- B1 -- B1 I 61 B1 61 61 B1 1 B1 B1 -- 81 T-8.17-- ___4_--"� B3 83 63 ® a \ ® ® I I ® ® I i B I I ® { . ® ® 21 ALIGN BEAM WITH WALL ABOVE r L--J -_ r--J--- 1 I- 1 -1 W1 L___J L__J L__J L--J r 1 26 6x6DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. ---- 4 4 1 L 2 J 4 4 4 4 1 AM 28 4"CONC SLAB W/6X6-WI.4XW1.4 MESH EA WAY OVER VAPOR BARRIER ON TOP OF 1 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ I EQ EQ EQ PT 7/8"APA RATED SHEATHING,SEE ARCH. / / / // 4' 4' / // 4' ' r-I I / / // / / I , N 8 - Z29 PT 6x6 DF#1 COLUMN.SEE DETAIL 13/S5.2 i Atili 55,1 can r 7 I 30 SIMPSON HUCQ-SDS HANGER MP 0 m-,--- I W1 W1I I 2 J7 35 6x6 DF#1 POST W/SIMPSON ECC OR CC POST CAP. i 2 q W1 17 14 I 39 5 1/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION W2 17 14 �-t 28 2 I I 55 2 S5 2 _.--'r 28 1.-- 2 / 40 SIMPSON MSTC4863 BETWEEN GLULAM RIM BEAMS AT STAIR 2 S5.2 S5.2 W1 17 14 10 14 I I I W2 15 W2 - 41 PT 6x6 DF#1 COLUMN.SEE DETAIL 15/S6.2 15 - 55.1 2 S5.2 S5.2 S5.1 S5.2 ( I 2 55 1 2 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. 46 5 1/2 x 18"GL RIM,OVER THE BACK WALL OF GARAGE.TO BE CONT OVER WALL ♦� I t I _� { i I I l i I I I I I F i I- OPENINGS. REF 24/S6.2. V J . z 21 _J 1 rr 'r-1 1-1 .d r I- TTrr 1.-i 48 SIMSON MST37 CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM JOISTS < W I d ® 49 SIMPSON HGLT6 TOP FLANGE HANGER GALVANIZED. H=DECK JOIST DEPTH+GL W 2 S5.2 I 14 I-- "1 BEAM a- 1 28 4. a I 50 5 1/2x6 GL COLUMN.W/SIMPSON CC COLUMN CAP W o O �9 `� 1 - I I t o J a - N H J7 ! L- d 0 W B Q Q, B Q B Bi 4 ,D HEADER/BEAM SCHEDULE i W W. Q _ . _ Q__ © © © HEADER/BEAM SIZE POST/COLUMN TYPE(UNO) �/ a 0 o 11 'A . t I H1 4x8 DF#2 (1)2x CRIPPLE AND(1)2x KING W W C/) °'z IJ �y • } V1 � Z 28 . 61 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING Alla I-'-' Z v' 56.3 J6 28 C S5.2 B2 6x6 DF#2 (2)2x DF#2 p > O � aCt S6.3 (0 B3 3 1/2 x 11 7/8"GL (2)2x DF#2 p I9J •c O tY - r I---- 4) BB3 i << a B4 5 1/2 x 11 7/8"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) p O I- 1 - - ---L __..,.,-__,.___ __.._ _.,___.., ___.._......__.... B3 - 63 _ - b' 4 -. x 7t8"PS x x � w W U�} > 5 7 11 L 6 8 DF#1 (4x8 DF#1 AT 2 4 WALLS) I - Y A - _ ,I A I A B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) �'�/ Q W vLi. w I. � r,. m 1 ! 1 i I © • . 87 51/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) i 0 © I I B8 PT 51/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) 10 12 9 I Mk 1 B9 51/2 x 21"GL 5 1/2x6 GL POST S6.1 S6.1 I S6.2 810 6 3/4 x 21"GLPERMIT 51/2x71/2 GL POST S6.1 rrB3 i TYP B11 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING SUBMITTAL ©' I I I I LI B12 PT 5112 x 11 7/8"GL BALANCED REF PLAN I I X3 '0 _ 1 I I c� 6 B13 PT 31/2 x 11 7/8"GL REF PLAN 03 I I 6 m S61 BEAM SPECIFIC NOTES: 6 I I 56.1 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. REV DATE ISSUE TITLE r1 lir 1 0 S6.1 II Si 6 r' 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS rt Li SIM I it NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. 1 0o I Q "__J 1 1 JOIST FRAMING SCHEDULE I ..1 1030 I DEPTH JOIST TYPE AND SPACING S6.1 _ S6.1 I 17 10 J1 11 7/8" TJI 110's @ 24"OC PROJECT MANAGER: CN 6 S6.1 S6.2 I S6.2( J2 11 718" TJI 230's @ 24"OC DESIGNER: YS • , © I I , J3 11 7/8" TJI 360's @ 19.2"OC DRAWN BY: CAD-5 0 1 -.--.4 ; I I L J4 11 718" TJI 560's @ 16"OC PROJECT NO: 16-T100 1 0) 4) I I • I ' J5 7 1/4" PT 2x8 DF#2 @ 16"OC DATE: 02/15/2017 1 k i ---TT"-- ____, -D r____ 1 I __,.� il �_-I J6 5.5" 2x6 DF#2 @ 12"OC SCALE: AS SHOWN IL i{ 1 --J AA, J7 11 7/8" TJI 360's @ 12"OC 22 17 20 i"---- I 0 ii © I 22 lir 2(.I - - ��. - - S6.2 - - - - - Cr56.2 - - i - - - - -- G I 0 CD s FOOTING SCHEDULE D D D L__ r--- 0 I ''r 0 1 [7 n r--'' �©. SIZE REINFORCING NOTES 12 PLEX BUILDING © 7 IV ©r `�+ H 1 TYP ( 66 I B6 D LONG:(2)#4 BOT UPHILL S6.1 r '-- i AI �.- Ni� 1 1'-6"WIDE x AS SHOWN x 10"DEEP V �7�� TRANS:#4 @ 18"OC BOT S6.1 0 AI _ _ _ ___ _ _ �-._ 230 S6.1 " "2 2-0 WIDE x AS SHOWN x 10 DEEP LONG:(3) BOT TRANS:#4@18 18 OC BOT S6.2 N, - S6,2 SHEET TITLE: o er) 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT TRANS:#4@12 OC TOP&BOT FIRST FLOOR 15 B1 30 PSF S3.1 d 2'-6"x 2'-6"x 10"THICK (3)#4 EA WAY-EQ SPACED BOT FRAMING PLAN S6.2 •�•�•• S6.2 I 5 3'-0"x 3'-0"x 12"THICK (4)44 EA WAY-EQ SPACED BOT X p Lid 16 �� (33 •�-ate` 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT J�J'-� S6.2 LONG:(3)0 SIM 7 2'-0"WIDE x AS SHOWN x 12"DEEP TRANS @#4 BOT BOT OCHE CLUB HOUSE XB XD SHEET NUMBER: _ i ` FIRST FLOOR FRAMING PLAN S2.2// SCALE: 1/4"= 1'-0" S 2 16-T100 ■ _ 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 ,,W4 - TO BID OPENING. , C FOR TYPICAL DBL TOP PL SPLICES,SEE DETAIL 3/S6.1 UNLESS NOTED OTHERWISE FROELICH D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS ENGG I N E E R S h MAIN OFFICE: NOTED OTHERWISE.SEE DETAIL 4/S6.1. 6969 SW HAMPTON ST E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO PORTLAND,OREGON 97223 FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE (503)624-7005 X/SVBEND OFFICE: 41) V C F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) 745 NW MT WASHINGTON DR ;;`,"- XE CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL SUITE#205 f�ii•a Ak 2/S6.1 BEND,OREGON 97701 alink •.44 PS 30 F S6.3 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT fraelich-engineers.com Alk • TYP AT POST NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE JOB# 16-T100 S6.2 � S6.2 G cp am gift 7 CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER to 24 19 '• S6.2 i 56.3 S6 2 56.1 AISC CODE OF STANDARD PRACTICE. Ci'1 - - a S6.2 S6.2 ■ B1 Jfl r. " - '' R4 B6 1 TYP S p Do 11171 0 B8 111 AA, Aili. me ' -.-' 20 , - ; '� �� B4 �-4116-11 --; S6 1 a m �1' 68 ' © __ KEYED NOTES , ,�c,IN � s�0 - - - - - - . ,tt-.^ •• - - v" �' t! - ��..� --J- - - ......._____r - �� r IIMi. 61 - - - 1 1 114"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING. , 154' y C 0 i j B1 Ti....... 28 fi B13 q0) i L7-I , j 2 SIMPSON CS16 x 12'-0",9'-O"701 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR JOISTS `--f� +, d • 1 m v m Atk- Smei 1 I &3-0 TO DBL TOP PL OR BEAM. �'.� riHEGC3N r��� � © 1 1 � �,� v-. I 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. �' . Ufa, 1gc� � 26 r 25 -- m� I -11111101111 __ i i 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC �9p �,� I B11 Lk S6.2 i i IL, B9 B9 i i D i 0S6.2 TYP ' i 0 • 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK EXPIRES12/31//7 ---- ----- i . 3 i Alk '. Mk I 15 SIMPSON MST37 CENTERED BETWEEN BEAMS I- i w r - i i i S6.2 " ) 4.��*�*� Mil 56.3 S M S6.3 i 16 F3 LOOR /8 GL DRAGCONDSTRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2 �11 i t 6'-O" 17 RIM1111•11110111011111 - L._1 i 10 10 --- ""'"- S6.) USE 0.148x3"NAILS EVERY OTHER HOLE, SEE DETAIL 14/S6.2 AND 20/S6.2. 16 56.1 19 SIMPSON CS16, STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR S6.1 S6 2 JOISTS&3'-0"TO BEAM AND DBL TOP PLATE AT EACH END. ! i 20 2x SPACED DECKING m `r1 1 1 0 d 10 1 / 6 1 21 ALIGN BEAM WITH WALL ABOVE 1 ii iliowi k ® © o S6.1 J1 0 56.1 26 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. s CZ 30 SIMPSON HUCQ-SDS HANGER i I ID ® . I 35 6x6 DF#1 POST W/SIMPSON ECC OR CC POST CAP. i 1 t I I 39 5112x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION s L B7 '( B7IEI f 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR 14.444- U I f� G_ 1 9 i 41 PT 6x6 DF#1 COLUMN.SEE DETAIL 15/S6.2 VJ I 1 S6.1 AM 1 i 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. W ® i S6.1 I © - S6,1 1 (-- ( 48 SIMSON MST37 CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM JOISTS LU 2 I � I 49 SIMPSON HGLT6 TOP FLANGE HANGER GALVANIZED. H=DECK JOIST DEPTH+GL W 0- • B Q N I Q B 16 BEAM ( , Q 6 1 4) 0cc W - B2 1 4�� 0 B3 4 S6.2 50 51/2x6 GL COLUMN.W/SIMPSON CC COLUMN CAP �+ .__I 0 i 0 "E,) g rarrray li fIEN 1 Irr.Yr.r rrr i.►,�.�.r.r�N- ar . ar _ B3 1 i1i• wwvrv.r-wrwwry/ j - ,T., - S6.1 �. �. CO M'�.W ,P M. l _vI.�.W�.�. �.It .M,t_ ".�,��.� �.,","�."..�.� ,.-«..... .: r-r,..,,a--_-...*T-ANE�.. ..:. �VP---.Ie-, ._,-�.... �� ROIW�1,_. -_ a....�.,:. ,�., .../.T..V.s .,M ,.- - M - M - HEADER/BEAM SCHEDULE o m �m J6 W >- CO z • 1 '.0-.9� HEADER/BEAM SIZE POST/COLUMN TYPE(UNO) L j O ' 1 - - - - - - l'1 Ir a%%i+� H1 4x8 DF#2 (1)2x CRIPPLE AND(1)2x KING (� Z -J Z 0 _ rr o• O - - - :,,,�; _.. ..__ -..,� ,...�,.__ � � ;_�, .. �- - - - - H 1 _ _ - - 1 ''. 81 4x10 DF#2 {2}2x CRIPPLE AND{2 2x KING m 0QI �Q ��--r�:.s:. r�-�z^�:^.,�-�e:scrc-�__`-_'.__�r.:a: W __. ._....._. ..uza,::c� .:s,-�s�s��szstc:�z��c -+r��-��- :s.r,��-_--__..---':��;.:+�-s������,.�yr..����- ....,a.f17- _.__.._=y:.�::d I Will ....,.,.wn.www."w.w..w.w.. ,n�.MIN.e.R+...w........ae+....:n+...a...r......,...,��a.- - ++w.�.s..,.m....e..� �.y.y.��y� _ ..._...... O �1.� ,C 7 T� E -ea..•.w,++ana�nr�w n ....4 �i w3�"l i,..1......... ....................w......." 1 i �� B3B3 _ B2 6x6 DF#2 (2)2x DF#2 ce Q I--- 102 O 0 t._._. 1 A f ' t 1 - ..i B3 31/2 x i 1 7/8"GL (2)2x DF#2 t/} O ii 4 ` I r Li1 v_ 64 5112 x 11 718"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) CO 0 Q ` s I B5 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) I- h. m 0 aAlk S6.1 9 • 10 S6.3 • S6.1 - S6 1 56.2ti B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 Al WALLS) r. / S6.1 [ B3 L / I B7 51/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) ! n qa � 4 '> s, B8 PT 5112 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) PERMIT ! g 6 .; -11---- r '----gyp.--1 ) r----------fr: + 0 0 0 139 51/2 x 21' GL 51/2x6 GL POST SUBMITTAL _____ _ II m B10 6 3/4 21"GL 1/2x7GL 1 x 5 1/2 POST S6.1 811 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING e 1 6 "-" S6.1 1 IPT 51/2 x 11 7/8"GL BALANCED REF PLAN � 812 ZZ' ZZZf1 I ��� 6.-_ 0 56.1 _� SI�1 .��. __ B13 P7 31/2 x 11 7/8"GL REF PLAN REV DATE ISSUE TITLE L.....-_ 1 SI Fr-- - ---- q 1 0 _ I r _ - I 1 I BEAM SPECIFIC NOTES: 1 I- _ ® I - - _ _ f E • �d I 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. 1 I I I __ __ _- -"" _ w __ I 2-SUPPORT BEAMS WITH (2)-2x6 CRIPPLE AND (1)-2x6 KING AT EACH END UNLESS 10 10 I 0 1 E NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. 56.1 56.1 I I N 17 10 �_ = 6 I ' 1 Ala ' S6.1 56.1 I ' ' 56.2 I s6.2 0_ JOIST FRAMING SCHEDULE o '' PROJECT MANAGER: CN 1 DEPTH JOIST TYPE AND SPACING DESIGNER: YS t r i I g • 0 J1 11 7/8" TJI 110's @ 24"OC DRAWN BY: CAD-5 1~� .��A ------- w �� - -�� •s __._...-.���� ....,.. - J2 11 7/8" TJI 230's @ 24"OC PROJECT NO: 16-T100 ! - -- -- J3 11 7/8" TJI 360's @ 19.2"OC I J411 7/8" TJI 560's @ 16"OCDATE: 02/15/2017 22 1111p.- 11.1 c� 1 ® SCALE: AS SHOWN L ____-_- ....L,i-�...� S6.2 ,11 , . . - ___ = I -L S6.2 r........�...............,....,.; J5 7 1/4" PT 2x8 DF#2 @ 16 oC:'vti%c/W-. siONNOmommillimillI111110. - --t- - I �� ( .............. _ _ ••• ••=1;.1 ® -�� © _ - . J6 5.5" 2x6 DF#2 @ 12"OC H1 TYP 1 + ► - "` ` +' 1111~04 """'"""" -4 1 © J7 11 7/8" TJI 360's @ 16"OC lir L ger adk 1 ir i 11 _I. --.. _____.. -_.___ ___�.= Ea Illi 12 PLEX BUILDING - S6.1 S6.1 TMP ._ S6.1 0 S6.1 0 _ _ - 0 _ 230 56.1 UPHILL S6.2 S6.2 gh SHEET TITLE: 15 ! 15 ED S6.2 _ VP S6.2 SECOND FLOOR FRAMING PLAN XB XD 0 - �'� SHEET NUMBER: (-1--- 1 \ SECOND FLOOOR FRAMING PLAN 6-7 SS2.3} SCA100E: 1/4"= 1'-0" 1 S2 . 3 - FLOOR FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 4_ B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS n� ' REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED NOTIFY THE _ ; ARCHITECT I ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR , 1 TO BID OPENING C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED OTHERWISE F p 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 MAIN OFFICE: NOTED OTHERWISE.SEE DETAIL 4/S6.1. 6969 SW HAMPTON ST PORTLAND,OREGON 97223 E SUPPORT ALL GIRDER TRUSSES W/A MIN OF (2)2x6 STUDS AT EACH FLOOR TO (503)624-7005 FOUNDATION, TYPICAL UNLESS NOTED OTHERWISE BEND OFFICE: F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) 745 NW MT WASHINGTON DR )('-'A) CRIPPLE&(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL SUITE#205 E 2/56.1 BEND,OREGON 97701 froelich-engineers.com G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT JOB# 16-T100 S6.2 23 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE 6 23 CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER ' S6.2 S6.1 56.2 S6,2 RISC CODE OF STANDARD PRACTICE. t)C7(J B6 NI p p 0 m 111111............ B6 0 0 KEYED NOTES :0 ‹c,'�31��F �s'c) -- d 56.1 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING. ��cc. f5�" 2 P -if ,...*0,0A , i...._ H1 TYP - -�� libillill - - I _ _ - - - 2 SIMPSON CS16 x 12'-0",9'0"TO 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR JOISTS '���ra� 1 's .�-1 20 -.41411 I. """'1 &3'-0"TO DBL TOP PL OR BEAM. ► ,��"'EGON I I Ali .•. 3 1.--- 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. "r11/4i c'r��`2s ‘ �� (D 114111111111PPW S6.2 A � i t 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC $1 O . ���I.�.��ik� I' m _.. �I�"'� ,.,.,-_ 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAKit i EXPIRES: 12'/�j��!"�' 3'-0" 3'-0" ® 15 SIMPSON MST37 CENTERED BETWEEN BEAMS / 56.2 ! 16 3 1/2x11 7/8 GL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 51/2" �� FLOOR DEPTH CONDITION.) I ! 1 i ! 17 SIMPSON MSTA49 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM- ! ! f USE 0.148x3"NAILS EVERY OTHER HOLE ,SEE DETAIL 14/S6.2 AND 20/S6.2. 11 1 ® 10 8 10 i i 19 SIMPSON GS16,STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR ! i r- g@- 56.1 I L 1 56.1 S6.1 JOISTS&3'-O"TO BEAM AND DBL TOP PLATE AT EACH END. III ! 20 2x SPACED DECKING I illh 11 "� (-0 /.,,.- 1 i 22 ALIGN DRAG TRUSS W/WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF S6.1 ;� t I.1"�_._.=_y., .I 01 0 J I 0 260 PLF ALONG DRAG TRUSS LENGTH o., I 6� ._.1 I I 6 � 1 1 __r I If g ^' I t g 39 5 112x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION ! I I 1 I :_ i S6.1 1 4..., ,-___' I ..-a 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR <-�--��- --ten-= ___... k. d r.---, A 1 0 t -- I 4 i �.7 I i 41 PT 6x6 DF#1 COLUMN. SEE DETAIL 15/S6.2 co M I I H t� co N F I 0 i AI m 0 I : I a t 00 p 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. IQ B3 S61 i 1 i 48 SIMSON MST37 CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM JOISTS I- -------. . ___________ .�.,, 1 �j I-. -------11-- r"rr'rrvr.YislvIYVYIaYrYs�w�IrW�'w�-misiY- ------. amsm�+s rtas ...a+'1tl% , ,./ "�`s---icro.`xess------- a.. -..+w. - e..ar rxw fr w.m.»w s+-.i -1 a t F 3 G 1 I HEADER/BEAM SCHEDULE W 2 M t, I I --� a: g 1 m i ( � "'T 13EL I I �' I 1 C HEADER/BEAM SIZE POST/COLUMN TYPE(UNO) W Z a.. -_ _ 1 S6.2 # 56.1 I O ! � I 1� 4 1 S6.2 H1 4x8 DF#2 (1)2x CRIPPLE AND(1)2x KING � O � 1UJ T B2 6x6 DF#2 (2)2x CRIPPLE AND 2x KING \ 116f .........., ...t. i 56.1 _.-.<:, t q 1 _ I , o! J1 B3 # I v ___- - r; B3 � _, (2)2x tr - _ -j__ _.___ :�.-�___-__..._�--- -=___-- _.. _..t----_--"..__.______.__.___._.___..._-_ ____. ____.__.._____-4 ___ -� �_._.____._____. -rl �t... ___-.____._.-.�._____.._________----- I B3 3112x117/8"GL (2)2xDF#2 a o Ce ¢ m I B4 5 1/2 x 11 7/8"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) W W z -- ! ! © © I B5 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) -J s i J Z !U .r` LI: I ID P-- B6 PT 4x12 HF#2 PT 6x HF#2{4x6 DF#1 AT WALLS} O 0 r - - - - - - ® '' B7 5 1/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) �""'"""'""" I ' H - I t B8 PT 51/2 x 15"GL 6x DF#1 (4x6DF 1 AT 2x4 WALLS) O 00 O - -_• •••� •.- . •-- •,:.•....'iii'i-'illi rii'irT'ift'7ii."y5i'LPi.i'if�Yfi'SY iSiilr"'iiG'iii"rfi"i¢YiC:„- iW'ii"iii�'i T'.. w7iLGww• •" _.._....,.".__ .__. � ___.. -._'�.riYi� -'7i"�irfr-fi'Srilti4Y4'iiSCir`i+W Yiiitii3�i'riSiiAi'S�"wiii'ririLi4G'ii�ir - '�a-Yi w'�"� SS - ... -+-•-'- � � LI. , ,74, ------- -„T-1.-- -- -.�....".,.., ...." .-.,... . 63 ...-....... ....��...�,..-..,.�.._.... R�,� -.. ,. -.�-,..,. �.::k. !�! B3 - B9 51/2 L 51/2x6 GL POST - j • ININLrall t! I �L'r I /� F W to t! 0 u r-'-4 E �""� I � •v 1 Ei ���fi B1a 6 314 x 21"GL 5112x7 U2 GL POST m k 8 I v, A i I G 13 B11 5 1/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING S6.1 1 1 1 56.1 v �■r 1 E 9 { 56.2 B12 PT 51/2 x 11 7/8"GL BALANCED REF PLAN 11 SIM 10 1 I4 B3 56.1 1 S6.1 I! "� Y B13 PT 3 1/2 x 11 7/8"GL REF PLAN PERMIT r ___ a I I i r--ii !1 Y BEAM SPECIFIC NOTES: L B 6. SUBMITTAL I I k I I I 1 .''` 5 C 1 acs a..assv.ssa. .a... ., 't._.._......_.-u...z-.-__-.s-�: _ �^ a r- �__ L� _ ,. I 1lir -USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. 0 a 6 ty IA L�<,-aae-.� _ Li�-�s_� .. " ���� . _ ) ����r�- I I - q I --- -- r t I 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS II co 0 I; -___ __ i co 6 NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. it m - 1 I II 1 p::,4 B S6.1 0 '. 1 ii k �i �- 6 .3 � 4 , I ,, r, I I 6 ii I! S6.1 1 41 REV DATE ISSUE TITLE r-a-- ___=6aa� ffi �III �_ S6.1 Isl ,-,"1 JOIST FRAMING SCHEDULE SIM � � � � /E1 Ait, 1DEPTHJOIST TYPE AND SPACING li " • # J1 11 7/8" TJI 110's @ 24"OC � 1 -- - - - J of t ' ,y-'=..`� p 0 J2 11 7/8" TJI 230's @ 24"OC 10 10 I IaR J3 11 7/8" TJI 360's @ 19.2"OC + 56.1 56.1 I 10 I I 6 ! ! iAllJ4 11 7/8" TJI 560's @ 16"OC S6.1 i ; 11 56.2 I S6.2 S6.1 PROJECT MANAGER: CN I 1 n- J5 7 1/4" PT 2x8 DF#2 @ 16"OC �..' I DESIGNER: YS ! 1 1 I J6 5.5" 2x6 DF#2 @ 12"OC I } B3 _ J7 11 7/8" TJI 360's @ 16"OC DRAWN BY: CAD-5 ! • o o V✓ I PROJECT NO: 16-T100 p � _ I : ! I i ...I l I... -- --- t DATE: 02/15/2017 ! - -- i 22111 SCALE: AS SHOWN i I ipt 1Alli I L -4. S6.2 �,.. __-_-__ : _ _____ ...-.. I I S6.2 - - .,-_.- I •-- ®N- 1 63 CD k 111 B3 (,'� I Vir �g ,� 4 B6 � ____ ' 4 12 PLEX BUILDING - B6 S6.1 S6.1 �P dirk ... ., _.___ ___."�.._.._ �._.______.__.._._ ■ ■IMP ■ ■ 56.1 UPHILL 18 ®S6.2 � 18 � 56.2 Sidai - CO - -- - ggh - - S6.2 G S6.2 S6.2 SHEET TITLE: ,5I I © THIRD FLOOR S6.2 TV FRAMING PLAN XA @:3 XD0 SHEET NUMBER: 1 THIRD FLOOR FRAMING PLAN S2.4 SCALE: 1/4"= 1'-0" 16-T100 S2 . 4 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 F " , AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE „''' - :0,,,X;.dt THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED,NOTIFY THE _,, ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR - �” 1 TO BID OPENING. ',, ,: ., -iii C TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT F E L ! C N FOR SPECIFIC CHANGES. D PRE-MANUFACTURED DRAG/GIRDER TRUSSES TO BE DESIGNED FOR THE ENGINEERSA AXIAL SHEAR LOAD (TENSION/COMPRESSION)LISTED ON THE PLANS. MAIN OFFICE: TRUSSES TO BE DESIGNED TO COLLECT AXIAL SHEAR LOADS AND TRANSFER 6969 SW HAMPTON ST �/ A THEM TO THE BOTTOM CHORD THROUGH WEB MEMBERS. THE TOP AND PORTLAND,OREGON 97223 !1f rl XE BOTTOM CHORD SPLICES SHALL HAVE THE CAPACITY TO TRANSFER THE (503)624-7005 / AXIAL SHEAR LOAD. BEND OFFICE: 7 7' - 745 NW MT WASHINGTON DR PROVIDE SIMPSON LSTA36 STRAP CENTERED ALL DBL PL REAKS SUITE#205 P S7.1 S7.1 E (3) 16d SINKERS TO EACH STUD OF DBL TOP PLAT TBREAK(26)OTOTABNAILS. W/ BEND,OREGON 97701 0 AS ' 6'-0" TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL 3/S6.1. froelich-engineers.com 6riP . , ick F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF JOB# 16-T100 IOW r �_A �1 TYP �t1 1 I 44,4.44.44444444. w� THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS �� A441111.911~Nr 0 57.1Aiumr ' NOTED OTHERWISE. - _____ . ill mI Attu.wawa MIFSIM G SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO .��L)CTU/�,d Mbar 0 FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE PROpp winiTYP C° ' ii• ii-► '� 1 ; --_--..__ . .I.___.____.__ _,__I:.4,,t:*!1�� �4.1,0°0�++♦�t� .%+++++�+�♦�+�+�♦�+�t�►�+�t�+�+�+�+��E '��"`�"�_t ""'! • I H PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) •�r'`� ���GtN �c �'cS',, 0 _ II !*.''O♦°+��+ ►'e'�ry +:�! ��ii♦e's+ifra°i°i°i0°+��''i°+°i°i°i°0i°i+i°i+i°i°i°i°i°iii°i♦i°i°i4°iii VII r CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL Ct 4 ,�.++++++♦ftp♦♦ss14).: rr++�t� ♦♦♦♦♦+o•.i� ♦♦+♦,..'♦♦♦++♦♦♦♦++♦ +++►♦♦+♦♦♦t� 1547 �i ♦+++♦++♦♦f;+♦+�,f � ; ♦♦++ �.�� ♦� ♦♦ . ♦.�1... f+� ♦ ♦+♦�/ 2✓cu6.1 C fes"+ �► �p� +♦♦♦.,r ♦♦+♦��=1f�+' ♦� f!ft �f• f►' •� • ' +l`!t•��• '+►+°++fy'+'+� �i` ice.^► i°i♦i°♦°i°i°+°iri°i♦i°iiii°i♦i°i°i°i°i°i44, f►°i°°°♦♦♦♦s, " I +♦♦+.o♦a�►♦♦ ♦ilDA4- ♦�P e_e_ss+_er♦e►e♦t+'4s•-t♦♦♦♦ll.•4+,►,swere►.. -„�"' N ,) .4+••• . ,41, , A __ eL....................����.� ••'♦af►t'+$ 13 _�.._ ►.+ ♦.+.+�4i ���� ..��G.�:��w�.�� ..�.�.� �� 'EG©I�N ,._ - .. AI :�4+i►,+ -!J I.1!°2+Af igt.,4.+.•♦`1►.:+.�c�a c�+♦s;++ir IV ►♦si•♦`♦z+°++°♦°♦s►°♦"♦�♦s♦iii♦�+� KEYED NOTES ,►' Itill ♦++++�►♦� !„ ,,, •°°+ �►♦♦°°♦°.°►°. °°♦°°°° °+°°°♦.f 4 NAIL ROOF SHEATHING TO DRAG AND GIRDER TRUSS BELOW W/MIN OF 8d NAILS ''� I t iiii 4 V � �. �; ii♦t 16 '�i°i°i°i°i°if � f r. NIF6” Q ♦♦++♦4: ! .+ off 1 TYP ♦�♦�♦�,►�� � ! r♦+., t'Le,++t+++♦♦++♦♦♦♦� >+°++♦++♦++♦♦sr+♦+++��+,+� .. @ OC UNO ON PLANS 1 A.,,,,i,.../,... 1 ��''e "�'°i°i+i°i+i°i°i i°i`. ♦°°i°i°i♦i+i♦iii°i°iii Ri°i° I EXPIRES: 2 3! E�'" iii+i+i'i°s+i+i��i♦i+i° i°i'i°+♦i°i°+fi°i♦i°i°ii+i° i �••�•�•f,`�ti•i•�•�•i•`►••f,•: I 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW.TRUSS TOP CHORD STEPS AT ROOF�ii°i°i°i°i°i♦+��i°i°i°i°i°i°°i0°i♦i°i°isi►°i+i°°i°i°+°♦'>i�♦�°i°i♦i°♦'i°♦°i♦i0°i!►�°ttSTEP. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 5,000 LBS TENSION AND ' +,+♦♦♦+♦+♦ ♦i+i°i+i°i°ii♦+♦♦♦♦ °i�+��♦��ii�f0.+++♦i°i°iti°�°:+�'."+i°a►i°.°' !€ I:+Q+♦+OQQ�►.i♦Q+Q++♦Q+QQ+++Qp+iii°+°O+°♦°i°♦+tf t°i°♦+i°+°i°i°i°VI, 11, pCOMPRESSION. SEE DETAIL 8/S7.1 FOR ALIGNMENT AND CONNECTION TO WALL s ' I '�i�+�++0�+�+�♦����♦�t�♦+♦♦++++♦*+++s�+++♦+O�♦♦���s+•�♦�♦°i�+�t�t�♦++�+�♦��!" ! BELOW I ' !� °ODO+♦+°+��i°i°i°i♦i°iO+i°i♦i°i°i°ifi°i°i♦i°i°i°i°cri t°i♦i+i°i°i++°i°+�►°� I 6 GIRDER/DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS .. I �♦♦♦+++t♦+♦��i+i♦+♦i°+°i°i°i+i♦i°i♦i+ifs°i♦i♦i°i°+♦i <.♦♦°i°♦!++�+!°i�+♦i` • i! `ii i°°Oi��� �� 4i ° i++�i�♦�°i°�int @ TENSION AND COMPRESSION. '+ � +°D♦°i+a►00+�. .• .++gyp+♦+++f,++♦+++�♦♦+♦fy.4.sL+ 'ir'V ll-t+r 4,. ♦O � 1 'OOi°i�.•f►,�,Qi+♦+♦O+♦+f►♦O+♦+♦+++♦O°het♦+Q♦°♦+♦+♦+++♦! I 8 SIMPSON MST48 CENTERED BETWEEN BOTTOM OF DRAG TRUSS AND TOP OF z i°i°i " ! I `:♦i� °i°i°i°i°i°i°i°i°i°i°i°i°i0°i°i+i°i°i°i•iro+i°i°i°i°i°i°it* ® DBL TOP PL. SEE DETAIL 9/S7.1 FOR INSTALLATION Ottt '"--- 4 ! - _ _ _ > I +i°i °+'i°♦♦i°i°♦°i°i°i°i°i°i°iRi'Ot+t°t+t°O 't°t°♦°Ot0°; • •t°t°t°♦� `"`°�""- ► ! 4 I •+i °i°i°i♦f�t0♦OOt+t°t0°fi+°t+t°t°♦°+°t� a't°t♦t°0+�• I 9 PRE-MANUFACTURED ROOF TRUSSES 24"OC i°°♦♦i°i°i _., ,� fi--= �` I! /%i+i°i°i°i°i♦i♦i°i�y�i♦i!•°i°i°i♦i°i°�= a♦i°iit� '�, I @ 24"OC(SEE ARCH FOR REFLECTED ♦♦Oi♦+t 10 PRE-MANUFACTURED SCISSOR TRUSSES i♦tftt� ttft ., - m. man 7.ca x�c ac m d i.--4 km..xrrs ♦:+:♦:♦:♦:♦:♦���t++.f.+Q'+:+:+.♦.�:+,]+�+♦.♦,; °'O°ir°O a `.+t+ J++i°♦° w+f�°O+f.°Z°i°+°♦♦i°++i°iri+OD CEILING PLAN VAULT LOCATIONS) I ,.�+�+�+�♦�+°+�♦° ; 8 ri=♦�+O°+°+°++Q�++i°it'+O♦O° °O♦°i►0+°% a i °♦°OOOt°+O°i' 1:: :iaef"°i°iiia♦�♦�+�+�+tO�s�+�0 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK •"•"••"••'':'••" p Mk +°i°i♦i°i°f�+•O♦ifi °i°i°i°i°i+i°i, , I 13 5/8"APA RATED ROOF SHEATHING MI" E ♦p+♦+ppp+++ppp++ +-.....-P..+t+t♦+!+sf-+t�•t•-++tf► �.• 14 SIMPSON CS14,3'-0"OVER TRUSS TOP CHORD WALL AND 3'-0"2x6 FLAT t .. - - t ��•+ ®�•♦�f4.4f♦+�♦�♦y c=-44 �....��� _�.._.x 4_ _ - s xs •�f�♦+t♦♦♦♦j' -- � ---_-_>-=a ---®----®---__-_ 1"7- ,1110,7-------=:-.> � `dt°t♦♦♦Of�°t+i°Ot°t� r t ! BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. tt '+'++++++'+'+'+'♦'+'+'�` ! *i+i°i°i°iii♦i°i°i°i' w oAli I i t � °+++++++++++ 0 �+♦+♦i♦♦♦• Ti17 SIMPSON MSTA49 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM- t 1 1 Q 0 ♦♦t♦t♦♦♦tt♦♦t♦+♦♦♦t♦t� a �♦♦♦f♦♦++ L--- i ! l— .+.+D.+..+.+D.+a.� °°"►"'' yr USE 0.148x3"NAILS EVERY OTHER HOLE,SEE DETAIL 14/S6.2 AND 20/56.2. I ♦♦ •+++♦ ++♦. ! ♦f.♦. MigY I 18 GIRDER TRUSS TO BE DESIGNED TO SUPPORT THE ROOF STEP. Z a' •' �i°i°i ♦°i°i°i0°i!t•+'' t I 'tyf• il AI I �OOt♦t Ot°OO°°t04• t I �r' ► -. ♦♦♦♦ ♦+,•♦+♦ ! K 22 ALIGN DRAG TRUSS W/WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF W • T °i♦°i+i+fit 00 '--� �- " ••°�°♦°+°°i' ! �:j ■ g " 260 PLF ALONG DRAG TRUSS LENGTHil—t r-111 NV W .44, ++p+♦+♦�►+�►t++ ++♦+t+t+t' %S �� ,., , _ ,, �j 26 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. 1 t 1 a. — — - - / O - - T CENTERED BETWEEN DRAG TRUSSES gc _♦t_ 27 SIMPSON MS 37 CEN E ED E ♦t♦+♦t♦t♦ t♦t: +ftf), f B3 .. •r..e-_...._ ....._......._ .........._............._......._..-..........._.........._....................... .............ter.........__.......... .........._.................... ......_.....� ._:.•.:.—..:...--.-. :.... .. .. .:.a,........._ �. .... ....._ .._... �.- .— ..._.-__ I ..,,' :. 0Rik . + ♦++ 38 PRE-MANUFACTURED GIRDER TRUSS ,� icn W , ie� a : 6 13 I_ �i°Oi!% ! -a 0: �� I.� Q i , 45 DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION W i ♦�� a . • " o ••` ��_IIIIpo AND COMPRESSION. 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I �t°OO ►°«►• +Oi°i°Oi°i°i°OOi°i°♦°+°Oi°i°+°OOOi°♦O°i°Oi` 3 t , °i°i♦i°Oi°i°i�0i°Oi°i+♦♦i°O+°O+°+°i♦i°OOi°. pi 13 +O. �.+°000001°♦°O.°OO.O°OOOOOOO+O♦000♦°+ t` °�O+°OOOOO+i►♦00+°OOOO♦°++O++i°OOOX : �i I t 2-SUPPORT BEAMS WITH 2 -2x6 CRIPPLE AND 1 -2x6 KING AT EACH END UNLESS +O• � ��'�i°i°i°Oi°i°i°i°+°i°Oi°i♦i°i°i+i°+°i°i°i°i°i°i°+♦i°i°*� � t O°i°i°♦°f�i°i°i°i�►°i°i°i°i°i♦i°i°♦♦i°Oi°i°i°i°♦+i°ins p • { ) ( } Mir °ill _.--*/ '� w w '♦°♦♦.°♦°♦°i°♦°♦°♦°i°i°i°+°i°i°i°i°i♦Oi°i°i♦i°i°+°♦°♦°i° !` ��♦°♦°♦°i♦♦°+°♦°i°i�►°i°i°♦°♦°i°0♦♦°♦°♦°i°♦♦+°♦°♦+♦°+t►p Ni♦i°i+i°i♦i ; I NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. 4., 00°♦♦♦°°°+°♦O°♦°+°��♦O°♦°°°+�°♦moi°♦°♦O♦♦°+°+°+°+°♦°f+f i'+ I PROJECT MANAGER: CN i i�+i°i+i°i°i°i°i°i°i°i°i°i+i°i°i♦i°i♦i°i°i+i°i°i°i°i°i°i°i ` - s°+i+i♦i°i°i�♦i°!0► i°i♦i+i°i♦i°i+i°i°i°i°i°�+i°i+•i p +'♦'+'+'+'+'+'� s �♦♦♦♦♦+0 +00°+OOO+i°00+0°t • •i°O+O°♦°O+OO�i°i0°+°♦i+00++ iiOi+O♦i°i►f s♦++♦++♦+ ,.: �� ♦♦♦+♦♦♦1f® TYP ♦+♦+��.+..f►_+_< f,.1�.+�♦� . 41,4 ♦♦++++♦+.► p f,+♦♦+♦++ DESIGNER: YS ► �+,+.+�'.+.+♦ + �imiii:� _. Af �i�isi:1 h 1++9 +♦♦ fi 0 .��°i+i°+°i'i'i'• --_mor1100000+1�1 DRAWN BY: CAD-5 GO /// ;iisi I PROJECT NO: 16-T100 • ! ® 4 16 1.1♦♦111f 10 i •- -_�_� _ ____ - ____ -• • (E) r - ------ AIM - - -oi — DATE. 0 15 2017 ,. .. . _ r __- . -+O �y`.45; :c+i�' '. SCALE: AS SHOWN • Ai* 1 6'-0° ilk _PAN'' �. 6 i m " . WY Mr ® NVI Ali Ali7 AI Q 12 PLEX BUILDING - 0 57.1 % UPHILL SHEET TITLE: ROOF FRAMING XB� XD XE PLAN 1 ROOF FRAMING PLAN SHEET NUMBER: S2.J5SCALE: 100 1/4"= 1'-0" 16-T . S2 a 5 .;_. - - -. , W2 . erNei V VV. , ii.I.ViViiniiii,V ' -• \IV's"V V V 1 1 . ..... „ 1 [ -"-rtt"- i 0 FROELICH 1 S3.2 i 7 , g i i i 1 S3.2 ENGINEERS I MAIN OFFICE: i t , p 1 83 .. 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I • Alli' AN PROJECT MANAGER: CN I i IMF NV SIMPSON LU , : , , LI, HANGER TYP VEY VII SIMPSON LU DESIGNER: YS • / ,'I 3 _. ___ a_,6.e----.-' I , - •-,_ . 1 I HANGER TYP , — S3.2 s . : DRAWN BY: FCE-ENG-4 PROJECT NO: 16-T100 6 dink B3401 , 2)-..----- ("C-'-5a----'---s-@ 168 4. . , , S3.21 ', I IIIIIIIk 4 ' DATE: 02/15/2017 10141441110 -,..,____ i_7___-'• SCALE: AS SHOWN ............." ,, A F, fr ..r... , Adh h.1411111% 1: _ I VEY im••••• • ••••••••• i ti I il i S32 1 __ _ 1--9-NS =NM . i i--- ...._ _ . , ...:.,) _ _ 4x10 DF#2 12 PLEX BUILDING - I I'----, '-----',, ..,, :,._ i I I .___. I 1 l I } 1 ; 1 NI a UPHILL I 1 I ' .. . 11 - ,, ,. „ • i • .-- I . SHEET TITLE: , . ! I I . 1 I , STAIR PLANS , -- 7- i; BASEMENT TOP C - - __f_L____........_._._.........._____— I _ . . .,:!.. • .. : .- -417, '-',,,':,.•. -•.:777 • 7' -: ' ."; t". :-1,,,g'..:4- 4•.".. : -4-.. -t.' -: " - kl. ' 4 I I .4 4.7=7, .4.4 4 : • . • - , C I / HE E : E 'EEEEE i -! ! : i E . 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NOSING REQUIREMENTS lil a \\�I►\� STRINGER v ' liEr 3.STAIR FINISHES REFER TO ARCH.FOR: STRINGERS 3.STAIR FINISHES ��OSB STAIR 4. RISER&TREAD DIMENSIONS 2X12 STAIR STRINGER 1.STAIR DIMENSIONS 4. RISER&TREAD DIMENSIONS NOTE: c R O C L I C H TREADS- - (` �,,,,! C 2. NOSING REQUIREMENTS 2x12 STAIR STRINGER REFER TO ARCH. FOR: 1 REF ARCH 3. STAIR FINISHES NOTE: 2x12 STAIR 1.STAIR DIMENSIONS ° U���� SECTION A-A 4. RISER&TREAD DIMENSIONS HANGERS SHALL BE: STRINGERS 2.NOSING REQUIREMENTS ENGINEERS E OSB STAIR TREADS SECTION A-A TORE DSB STAIR • HUC28-3 W/SLOPED SEAT AT SECTION A-A 3. STAIR FINISHES 6969 SW HAMPTON ST ° Nig/ NOTE: CENTER STRINGER 4. RISER&TREAD DIMENSIONS PORTLAND,OREGON 97223 HANGERS SHALL BE: • HUC28-2 W/SLOPED SEAT AT (503)624-7005 NW�t��. ``' �-�- •• HUC28-3 W/SLOPED SEAT AT ►���� OUTER STRINGERS BEND OFFICE: 2x12 STAIR s (4)0.148x3"TOE NAILS FROM (4)2x CENTER STRINGER 1 745 NW MT WASHINGTON DR STRINGERS ° I TO SHAPED 4x CONT. 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FS > . 2x6 DF#1 ONE A7 EA SIDE OF ° j141 FLOOR JOIST ,�` ISiOSTAIR STRINGER REF SECTION ' " " " `' "�""'�""""`''"`�""�"�"�"�""`�`_ ° -"' AND HANGER2x8 PT PL SLAB ON GRADE C3 1547 A WOOD BEAM, REF PLAN / ��\�"fj_ w���_��_��� -�A-A W/(2)ROWS OF 0.148x3 2x6DF#1ONEATEA SIDEOF STAIR REF PLAN REF PLAN z - 2x6 DF#1 AT EA SIDE OF STAIRkiii)h: 1111 ��F ....u� �I%� NAILS @ 12"OC TO STRINGER ° JOISTS, R�RRINGER REF SECTION • A-A W/(2) MI r PLAN(JOIRDWS OF 0.148x3" NAILS @ 12"OC ° STRINGER W/(2)ROWS OF 2x6 DF#1 @ 1ST FLOOR STAIR EA.SIDE A �� z RUN OTHER TO STRINGER A - 0.148x3"NAILS @ 12"OC TO i v� ii;GcON OF STAIR STRINGER W/(2)ROWS OF - C z �� 'S' ' (P N " 12" �- WAY AT SIM) STRINGER ' ,„ -}'�;3 1 �' 0.148x3 NAILS @ O.C.TO STRINGER OM Imo. �� BUILDING PAPER 't!?z DeN, (2)SIMPSON HGAIOKT TIE FROM STAIR FLOOR BEAM REF PLAN (2)SIMPSON HGAIOKT TIE FROM FLOOR BEAM REF PLAN 5/8"DIA WEDGE ANCHOR • 2 EXPIRES: ��f 3�1 STRINGER TO STAIR BEAM WITH(4) STAIR STRINGER TO STAIR BEAM WITH 6"EMBED @ 12"00 SIMPSON SDS SCREWS. (1)TIE AT SIMPSON FACE MOUNTED (4)SIMPSON SDS SCREWS. (1)TIE AT3" REF PLAN FOR EACH SIDE OF STAIR STRINGER SIMPSONANGERFACE MOUNTED U CLR FOOTING SIZE& HANGER AT EA STRINGER EACH SIDE OF STAIR STRINGER HANGER AT EA STRINGER � REINFORCEMENT 10 BEAM AT MID SPAN 7 STRINGER CONNECTION TO BEAM - STAIR BOTTOM 4 STRINGER CONNECTION TO BEAM - STAIR BOTTOM STRINGER CONNECTION TO SLAB SCALE: 1"= 1'-O" SCALE: 1"= 1'-O" SCALE: 1"= 1'-O" SCALE: 1"= 1-0" 53.2 16-7100 3.2 16-7100 IV 16-7100 S3.2 16-7100 OSB STAIR TREAD 0.131x2 1/2"NAILS @ 6"OC 2x STUD WALL 11!• 2x6 DF#1 AT SIDE OF STAIR 2x10 LEDGER W/(2) (''�,' STRINGERA W/(2)ROWS OF 1/4 x 3 E 0.148x3"NAILS @ 12"OC TO SDS SCREWS II STRINGER f e . SIMPSON LU sH. iirip, HANGER 2x STUD WALL s -...> U) I- 1 A-� 2x8 @ 16 OC REF PLAN STRINGER ° Z LANDING SHEATHING I�A RAFTERS SECTION A-Aw '� ., 0.148 x 3"NAILS PT 2x4 PL W I ROOF SHEATHING, REF PLAN @ 6"OC °Irr. ° W 2x6 PL I .l4��, I i 2x6 DF#1 AT REF SEC A-A �� 0.131x2 1/2" W/(2)ROWS OF 0.148x3" O NAILS 6"OC ° NAILS @ 12"OC TO w „ -....- -4%., @ ��y�� �����������y�����'„� 5/8" DIA WEDGE ANCHOR SLAB ON GRADE REF PLAN 0.148x3 @ 6" • �, BEAM, REF PLAN 13 _ � 2x SHAPED �r�, wiii� ° 6"EMBED @ 12"OC OSB STAIR TREADS TRINGER o W o I� ;1 ISI I 2x12 STAIR STRINGERS Ct 8Q rn�l.= imumuip,,, -•. BLK'G .1111111 .:. -REF ARCH _ir LEVEL X ELEVATION J O J O 2x STUD WALL REF PLAN 3 Z J w 2x6 MIN CEILING JOIST STAIR LANDING JOIST& rf 1 ° fr O Z 1- fr HANGER, REF PLAN r / // °) W wC3 O m BEAM, REF PLAN _, REF PLAN FOR FOOTING I > p � ri BEAM, u 3"CLR i ° - I- E W ai Q REF PLAN Z.,•� SIZE&REINFORCEMENT I ¢ S ° NOTE: '11 (,� M w SIMPSON A35 , / LL w r m REFER TO ARCH FOR:@ 48"OC1,..t)k.... 1. STAIR DIMENSIONS 2. NOSING REQUIREMENTS V' 3. STAIR FINISHES 4. RISER&TREAD DIMENSIONS PERMIT 5. DO NOT NAIL TO UNIT WALL S U g M I TTAL -7- 11 LOWER ROOF TO WALL AT STAIR 8 LANDING JOIST TO BEAM t 1 STAIR WALL CONNECTION TO SLAB / FOOTING 2 STAIR STRINGER AT WALL SCALE:3/4"= 1'-O" SCALE: 1"= 1'-0" 16-7100 SCALE: I"= 1'-O" 16-T100 SCALE:0 1"= 1-0" S3•� 16-7100 S3.2 ,S3•�� 83 2 16-1100 RUN STRINGER UP SO"FIRST RUN STRINGER UP SO"FIRST TREAD"IS FLUSH WITH FLOOR TREAD" IS FLUSH WITH FLOOR NOTE: REV DATE ISSUE TITLE OSB STAIR TREAD REFER TO ARCH. FOR: (2)SIMPSON HGAIOKT TIE FROM (2)SIMPSON HGA1OKT TIE FROM 1. STAIR DIMENSIONS STAIR STRINGER TO STAIR BEAM FLOOR SHEATHING REF PLAN STAIR STRINGER TO STAIR BEAM 1momum/,.►p malimmii�mom... 2. NOSING REQUIREMENTS WITH (4)SIMPSON SDS SCREWS. 3. STAIR FINISHES FLOOR SHEATHING REF PLAN (1)TIE AT EACH SIDE OF STAIR WITH (4)SIMPSON SOS SCREWS. (1)TIE AT EACH SIDE OF STAiR win 2x6 DF#1 ONE AT EA SIDE 4. RISER&TREAD DIMENSIONS STRINGER OF STAIR STRINGER W/(2) »womomm����mmmmw��mg��gamcsm mymb. m STRINGER M j r���, ROWS OF 0.148x3"NAILS @ SIMPSON FACE MOUNTED HANGER ' A 1�1rA 12"OC TO STRINGER NOTE: ._. 1 q' W/SLOPED SEAT AT EA STRINGER JOISTS RAZ HANGERS SHALL BE: REF PLAN 0701 • HUC28-3 W/SLOPED SEAT AT PROJECT MANAGER: CN JOISTS .ii���>• CENTER STRINGER REF PLANA jlafr 2x12 STAIR STRINGERS •HUC28-2 W/SLOPED SEAT AT DESIGNER: YS -1-�� ` OSB STAR TREADS OUTER STRINGERS �� , OSB STAIR TREADS BEAM REF PLAN 1 -REF PLAN SECTION A-A DRAWN BY: FCE-ENG-4 _ PROJECT NO: 16-T100 1 3/4 x 11 7/8"RIM ►-� j E � SIMPSON FACE MOUNTED HANGER W/SLOPED SEAT RUN STRINGER UP SO"FIRST DATE: 02/15/2017 II IMO 11011 AT EA STRINGER TREAD" IS FLUSH WITH FLOOR SCALE: AS SHOWN (2)SIMPSON HGA1OKT TIE FROM CONT DBL TOP PL 2X12 STAIR A FLOOR SHEATHING REF PLAN STRINGERS STAIR STRINGER TO STAIR A 2X12 STAIR JOISTS&HANGER ���w��w���an�►a��a�����' BEAM WITH(4)SIMPSON SDS NOTE' 2x6 DF#1 REF SECTIONj A SCREWS. (1)TIE AT EACH SIDE STRINGERS REFER TO ARCH. FOR: REF PLAN OF STAIR STRINGER NOTE: 1. STAIR DIMENSIONS A-A W/(2)ROWS OF - REFER TO ARCH. FOR: 2x6 DF#1 REF SECTION 2. NOSING REQUIREMENTS 0.148x3" NAILS 12"OC OSB STAIR TREAD �� j 12 PLEX BUILDING 1. STAIR DIMENSIONS A-A W/(2)ROWS OF OSB STAIR TREAD 3. STAIR FINISHES TOS RINGER ti is�limn..7, 2. NOSING REQUIREMENTS 0.148x3" NAILS @ 12"OC 4. RISER&TREAD DIMENSIONS BEAM REF PLAN I UPHILL 3.STAIR FINISHES TO STRINGER .,r,,,.,,,w„a/,�y„/omemonsp,,., 4. RISER&TREAD DIMENSIONS NOTE; � HANGERS SHALL BE: EL 2x6 DF#1 AT ONE AT EA �,/„.„�,� ./,..,/��� owlwm SHEET TITLE: NOTE � • HUC28-3 W/SLOPED SEAT AT { �) SIDE OF STAIR STRINGER SIMPSON FACE MOUNTED '4114 HANGERS SHALL BE: E1l1� 2x6 DF#1 AT ONE AT EA CENTER STRINGER (►i W/(2)ROWS OF 0.148x3" HANGER W/SLOPED SEAT OSB STAIR SIDE OF STAIR STRINGER Rig NAILS 12"OC TO AT EA STRINGER STAIR DETAILS •HUC28-3 W/SLOPED SEAT AT Wl(2)ROWS OF 0.148x3" • HUC28-2 W/SLOPED SEAT AT LRS STRIN@ R TREDS- CENTER STRINGER Arille$ OUTER STRINGERS REF ARCH • HU028-2 W/SLOPED SEAT AT 11* NAILS @ 12"OC TO 2x12 STAIR q OUTER STRINGERS STRINGER 2X12 STAIR STRINGERS STRINGERS 2X12 STAIR STRINGERS 2x6 DF#1 AT REF SECTION A-A SECTION A-A SECTION A-A 1 "2OC T NAILS @ 2 O STRINGER SHEET NUMBER: 9 STRINGER CONNECTION TO BEAM - STAIR TOP 6-- STRINGER CONNECTION TO BEAM - STAIR TOP 3 STRINGER CONNECTION TO BEAM SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 83.2 16-7100 83.2 / 16-7100 53 2 16-T100 BOLT DIAMETER+ 1/16"DIA - HOLE CENTERED IN PL ' CENTER LINE OF WALL AND FOOTING \ �V NOTE: 24" NOTE ' �- 1.CONTRACTOR MAY USE PLATE REFERENCE DETAIL 9/S5.1 FOR `-7� ' PL WASHER REF SHEAR ``' II. WASHER OPTION A OR B MORE INFORMATION. .. SHEAR WALL REF SHEAR WALL ° WALL SCHEDULE&DETAIL 2.PLATE WASHER MUST BE HOT #4x12:17@„ � . SCHEDULE FOR MORE INFO { 7/S5.1 \ DIPPED GALVANIZED 24 OC 3. STANDARD CUT WASHER NOT #4 CONT 2"FROM TOP REQUIRED EXTERIOR SLAB&SHEATHING, REINF LAP REF PLAN O I AIR GAP&VENEER REF ARCH 114. ONLY REQUIRED AT SHEAR WALLS ! LAB-ON-GRADE REF PLAN / y (1)#4GONTATTOP ' ENGINEERS it PT 2x SILL PL,ANCHOR BOLT SIZE& 4 3" LONG BARS REF PLAN MAIN OFFICE: SPACING REF PLAN &SHEAR WALL / / 1/4"GALVANIZED PLATE WASHER 1'-6" 2x"H" 6969 SW HAMPTON ST SCHEDULE(SILL PL IN CONTACT W/ _�. CONC SLAB-ON-GRADE REF / ! ! ! ! ! ! ! TYP WALL FOOTING MINIMUM / PORTLAND,OREGON 97223 CONCRETE TO BE PT) PLANS FOR ADDITIONAL \ \ / J v l \ (503)624-7005 INFORMATION 7A SHEAR WALL PLATE WASHER OPTION A \\ \\ \��\ BEND OFFICE: EDGE NAILING REF SHEAR WALL ` e' „_ i///// it. _ N 745 NW MT WASHINGTON DR SCHEDULE STAGGER NAILING � �� WWF REF PLAN 1/2" 55.1 S6--71003 - 1 -0 �����j� PT 3x4 CONT S = SUITE#205 BOLT DIAMETER+3/16"x1 3/4"LONG BEND,OREGON 97701 /, UNDER JOISTS ,� ��' /7: CSR DIAGONALLY SLOTTED HOLE HOLE 8" i \ froelich-engineers.com M' ! ! ! - CENTERED IN PL #4 HORIZ @ 12"OC (1)#4 CONT AT TOP Zo CLR x \ X .. JOB# 16-T100 r� O ►�► ...41. ....-:.. \ ►. \ a ,cr #4 CONT \ Q #4 DOWEL @ 24"OC L-----N.I...101s-r, '� � ,, - f���:�� NOTE: _ , z u.. �9���, ''11=11[= IF STEM WALL HEIGHT - co (ALT HOOKS) 12" #4 VERTS @ REF PLAN I '� t , " _l 1.CONTRACTOR MAY USE PLATE v IS GREATER THAN 2'-6" r 6" 0 WASHER OPTION A OR B 3 24"OC z \ z ADD ADDITIONAL#4 �'/\'< / s 2x"H" 4,,,,- �`'�r' /��/�\mac " 2.PLATE WASHER MUST BE HOT DIPPED TYP WALL FOOTING • '�'�`' ` i � ; HORIZ @ 12"OC Y��%!!'• /6 / \ GALVANIZED REINF LAP REF PLAN 1547. ` ' Off_ • \// .--.r 3.STANDARD CUT WASHER REQUIRED „ ./. .7.40)1.; 3" BETWEEN PLATE WASHER&NUT 3"CLR / 1-0 / LONG BARS TO �- _ 1/\�/� "' ( _ \� 4.ONLY REQUIRED AT SHEAR WALLS \ P '�"" - - - MIN MATCH LONG Ellio el 4111b • U FOOTING BARS � / � r \ -- \ �-`_.., 3"CLR 2 NOTE: �\. yprby �``/z;''c5 1,�` 1'-0" 3"CLR -11 DO NOT SLOPE FOOTINGS �Al, FOUNDATION DRAIN REF GEOTECH �' / / 1/4"GALVANIZED REF PLAN FOR ' . D N UNDER ANY CONDITIONS PL WASHER FOOTING SIZE&REIN . ` I EXPIRES: 1001 J #4 I DOWELS @ 24" REF PLAN FOR 8„ OC(ALT HOOKS) / SIZE&REINF / PROVIDE STANDARD CUT WASHER BETWEEN PL WASHER&NUT (---- 4 EXTERIOR WALL AT FOUNDATION - AT DOORWAY 1 PERIMETER WALL TO FOUNDATION - BRICK VENEER 7B SHEAR WALL PLATE WASHER - OPTION B S5.1 SCALE: 1"= 1'-0° 16-7100 1 STEPPED FOOTING SCALE: 1"= 1'-0" SCALE:3"= 1'-0" SCALE: 1"= 1.-0" � 5.y 16-1100 S5.1 16-7100 S5.1 16-1100 CENTER LINE OF WALL AND FOOTING . HOEDOWN REF PLAN& A 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 I REF PLAN SPACING AT SPLICES-TYP (ELEVATED SLAB OVER PT PLYWOOD REF 8/S5.1 %_ '141.11.111 PER PLAN AT SIM CONDITION) t CL CONTROL -- /�� `� OPENING REF PLAN JOINT {1)#4 CONT 2 #4 CONT 2 FROM TOPIIIN.m•nnrrzo••nomxo.fflr,/AmnrAwirallL2 „_„�,,..,., 1/8"x 1 1/2"SAW JOINT. SAW AS SOON AS REF PLAN FOR REINF INFORMATION CUT iL CLR I CONC WILL SUPPORT WEIGHT OF MACHINE EVERY OTHER WIRE REFPENDICULAR I� AT TOP 1/2"AIR GAP SHEAR WALL SHEATHING r� Or SLAB& STAGGER SHEAR WALL EDGE WITHOUT MARRING THE SURFACE. FILL JOINT TO JOINT PRIOR TO CONCRETE V J z x 3"NAILSSHEATHING, / REF PLAN &SHEAR WALL NAILING BETWEEN DBL STUDS WITH JOINT FILLER. APPLY ACCORDING TO PLACEMENT } EXTERIOR @ 6"OC REF PLAN ! SCHEDULE (MAY REQ'D ONMANUFACTURER'S RECOMMENDATIONSWi_ SLAB-ON-GRADE 1/2"MAX 60TH SIDES OF WALL) W cZSD USE THE GREATER OF THE KING \ GA115 FROM WALLSTUDS OR THE HOEDOWN POST �f \1 1/2\ 5„ /0.148" ! ! ! ! ! ! WALL STUDS / SHEATHING TYP CLR W 0 REF PLAN - p ' /// /// /// /// /// O/ /// /// /// l// ' Or' ROCK REF GEOTECH Q J •� �� / ��► 5 5A HOLDOWN AT SHEAR WALL CONTROLJONT !, !�o� \RECOMMENDATION W // //\/\������� ' 8„ N', GARAGE FLOOR JOIST REF WALL SHEATHING / S5.1 16-71001"=1'-0" CONCRETE SLAB ON GRADE-REF CL CONSTRUCTION ONW w //`� 0 co PLAN WITH(2)0.148x3"TOE . PL WASHER $1111111111111111111M1 PLANS CONCRETE SLAB ON FOR ft a 0 o PT 1 3/4x11 7/8 LSL RIM JOIST REF 7/S5.1 1/2"DIA.x 36"SMOOTH DOWEL 24"OG O NAILS TO THE SILL PL / HOEDOWN REF PLAN& ADDITIONAL INFO @ rX N. rn W/5/8"DIA BOLTS @ 36"OC I \ 1/2"MAX% HOEDOWN SCHEDULE CRIPPLE STUD(S)REF GREASE OR WRAP ONE END OF EACH W >- z A FROM WALL % ill // PLAN&BEAM SCHEDULE REF SLAB FOR REINF INFOO .- O / DOWEL Z J z w cu N SHEATHING TYP I�� 3x SILL PL / 2x STUD WALE #4 HORIZ @ 12"OC fi' 1,_0" j ' 5 REF PLAN \\1 1/2"CLR ��/ ti 6 = Q O . z 14,111111M ' 'r FOUNDATION / allinalL WIPAPIIIIIIIIIPIMIMMIII ---.- -- -, 1�1� O z �v� L4` PT 3x4 CONT I�. REF PLAN OR OPEN}NGREF PLAN W p c`o O UNDER JOISTS SCHEDULE - � o (j)3"G� R Oo #4 DOWELS@ 24" •- ANCHOR BOLT �,��_�_ �,,...,,...,,...N_„�_„_„_;.� 1 1 'v > to OC(ALT HOOKS) REF PLAN /A 1 1- ¢ W Q N. SHEAR WALL SHEATHING REF STAGGER SHEAR WALL EDGEj Ct F ti m • ' PLAN&SHEAR WALL SCHEDULE NAILING TO HOEDOWN POST 6" 6" ,}' #4 CONT (MAY REQ'D ON BOTH SIDES OF NOTE: 3"CLR \ A-AWALL) CONTRACTOR MAY USE EITHER CONSTRUCTION JOINT TROL JOINTS OR CONSTRUCTION / / REF PLAN FOR #4 VERTS @ OINTS AT LOCATIONS INDICATED ON / FOOTING SIZE&REIN 24 OC UPOST OR T E HOLDOWN POST PLANS. PERMIT SUBMITTAL 9 JOIST TO EXTERIOR WALL AT GARAGE / 7C ANCHOR BOLT PLACEMENT- SINGLE SIDES SHEAR WALLS 5B HOLDOWN AT SHEAR WALL 2 SLAB JOINTS 55.1 SCALE: 1"= 1'-0" 5� SCALE:3"= 1'-0" SS ,� / SCALE: 1"= 1'-0" S5.1 SCALE: 1"= 1'-0" 16-T100 16-7100 16-7100 J 16-T100 0 < REV DATE ISSUE TITLE zre W ¢ Xw W = CONTRACTOR OPTION: _,/� REPLACE CAST-IN AB WI EITHER: � i` I mitr 5/8"DIA A307 THREADED ROD EPDXY EMBED EDGE OF ROUGH OPENING I I. 6"MIN W/SIMPSON SET-XP EPDXY. OR CORNER OF BUILDING I • SHEAR WALL-REF SHEAR WALL �-- SCHEDULE FOR MORE INFO I • PROJECT MANAGER: CN o DESIGNER: YS HOLDOWN POST REF EDGE NAILING-REF SHEAR71 • DRAWN BY: CAD-5 PT SILL PL,ANCHOR BOLT SIZE(OR HOLDOWN SCHEDULE POST REF HOLDOWN SCHEDULE SIMPSON MASA)&SPACING REF PLAN WALL SCHEDULE STAGGER &SHEAR WALL SCHEDULE(SILL PL IN NAILINGi p SHEAR WALL @ PROJECT NO: 1fi-7100 ° r ii-Ani SHEATHING EDGE NAILING REF SHEAR 0.148x3"NAILS 4"OC CONTACT W!CONCRETE TO BE PT) AHOLDOWN REF �, WALL SCHEDULE ,, _ DATE: 02/15/2017 1 HOLDOWN SCHEDULE 7 -b EDGE OF CONC 41,:; .;, - ---- SCALE: AS SHOWN 4 WALL STUDS •.,..-.. .it c • REF PLAN Pi 1 5"MIN 110.--"Iy`I I WALL PL WASHER REFP ►� CL O SHEATHING 7/S5.1 ALTERNATE �► ALTERNATE 0 SHEAR WALL REF PLANS in 1 �� AS SHOWN l• REF PLAN -�$ ANCHOR HOEDOWN AND SILL I _ �� �/ BOLTS AS ANCHORS REF SHEAR rte, r _ (1)#4 CONT AT TOP - IL 3x SILL PL SHOWN WALL sCNFDULE �.., HOEDOWN REF PLAN&SCHEDULE(USE I ADDITIONAL STUD AS REQ'D 12 P LEX BUILDING 1/2"MAX l -TS OR --, GREATER OF THE(2}HOEDOWNS) -REF NOTE UPHILL • CONT REINF FROM WALL ` ��, FOUNDATION11.1r I (ANCHOR BOLMASA} I (SEE PLAN) co SHEATHING TYP =� REF PLAN ��� BLK`G FOR NOT SHOWN BOARD ill IF STEM WALL HEIGHT IS 1`''>' GREATER THAN 2'-6" \ SEE PLAN ANCHOR ORPLBN OLT TAIIIIIIIIIIIbbh.. , 1/2"MAX 1 SHEAR WALL SHEET TITLE. ADDHORIZ @ ADDITIONAL O `/� / • •� i _ _ \\` \� \ \ SCHEDULE SHEATHING TYP REF PLANS FOUNDATION #4x LDOWELS @ 36"OC_ ),,,,,,,,-• /f / HO DOWN BOLT TO BE PLACED 5"MIN DETAILS 8" (ALT HOOKS) / SEE PLAN FOR / ii tix FROM EDGE OF CONCRETE. ADD SIZE&REINF / / 3"CLR A-A ADDITIONAL 2x STUD AS REQUIRED& FASTEN TO DBL 2x HOEDOWN POST W/ �`�-PROVIDE AN ADDITIONAL FOUNDATION 0.148x3"NAILS @ 4"OC STAGGERED WALL DOWEL ADJACENT TO HOLDOWN . SHEET NUMBER: 10 INTERIOR SHEAR WALL AT CRAWL SPACE 7D ANCHOR BOLT PLACEMENT - DOUBLE SIDED SHEAR WALLS 6 TYPICAL SHEAR WALL & HOEDOWN AT FOUNDATION 3 I HOEDOWN AT ADJOINING SHEAR WALL SCALE: 1"= 1'-0" SCALE:3"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" S5.1 16-7100 S5.1 16-7100 S5.1 16-T100 S5•11 16-1100 S5 . 1 SHEAR WALL REF CONTRACTOR OPTION: 4`. PLAN&SHEAR WALL REPLACE CAST-IN AB W/EITHER: ;; ::1::: r"'ti4-71:_;_, SCHEDULE 5/8"DIA A307 THREADED ROD EPDXY EMBED FLASHING BY OTHERS . 6"MIN W/SIMPSON SET-XP EPDXY. I WALL SHEATHING GARAGE SLAB&SHEATHING, �r REF PLAN FLASHING BY OTHERS SILL PL REF 8/S5.1 ------0---- REF PLAN '444,-- T r. SLOPED SOIL PER ,44 2x6 STUDS @ 16"OC FLOOR EDGE NAILING WALL SHEATHING GARAGE SLAB&SHEATHING, REF PLAN F �"'� (""'` GEOTECH 0.148x3"NAILS @ 4" REF PLAN 1 O C REQUIREMENTS SIMPSON'LTP4 REF SHEAR ! QC TO BLKG(AT 1 1/2" WALL SCHEDULE SIM) FLOOR EDGE NAILING ENGINEERS it � CLR //�//\//\/ WALL SHEATHING TO t,...... Ili /\\j\ ' BRACE THE STUDS PT 2x6 SILL PL W/5/8"DIA ' MAIN OFFICE: /'���° j\\��\�/�\�/i ZBOLTS @ 48"OC I or 6969 SW HAMPTON ST PORTLAND,OREGON 97223 4-7005 ppr, / /\ //�\// ` 1.11.1111111.11.11 "� BEND OFFICE j !' ` 745 Nip;W MT WASHINGTON DR / j/j , / / / SUITE#205 /\/\/\ of �r of .;°°;.,0- ,-,7/]:, //�0 0 oUi da/r/r dai rr7'/7' ml rel BENOREGON 97701 FREE DRAINING L r froeth-engineers.com ii' \j��\//�\\/ g" GRANULAR MAIL A \\/\\/ ///`/ MIN. #4 @ 12"OC �j`� S JOB16-7100 HORIZ REINF 4""DIA PERF FOUNDATION (1)#4 CONT AT TOP IIS,. Illiii 3 VERT REINF DRAIN SET IN FREE 1 3/4"x11 7/8"LSL RIM W/0.148x3" �I-JOIST REF PLAN �jt %ICT } = DRAINING GRAVEL FILL • CONT REINF �,? _ 3 �fi REF GEOTECH ,�,,,, (SEE PLAN) oo TOE-NAILS @ 8"OC&SIMPSON � ,1� I c�,� ,�6. Tw LTP4 AS REQ'D TO DBL TOP PL j ter,' `� � GINE c1'j© / EM WALL HEIGHT IS (REF SHEAR WALL SCHEDULE) ! 1 3/4"x11 7/8"LSL RIM W/0.148x3" --I-JOIST REF PLAN 15472 2 DOWEL VERT REINF INTO • IF S GREATER THAN 2'-6" r SEE PLAN TOE-NAILS @ 8"OC&SIMPSON �' •OTING AS SHOWN MATCH ADD ADDITIONAL#4 'Am — — - \ WALL SHEATHING CONT DBL TOP PL, REF DETAIL LTP4 @ 48 OC --�j„,,,rr• ITH VERTS BARS SPACING /\;\\j HORIZ @ 12”OC _ \ REF PLAN i 3/S6.1 FOR SPLICE CONN r/ (TYP LAP 48 BAR DIA MIN) �� \// HEEL REINF `/i / , \` /\` N. � E�a01�1 �' •.t.. #4x L DOWELS @ 36"OC // 2x STUD WALL WALL SHEATHING CONT DBL TOP PL, REF DETAIL I 25 kg. P SOIL GRADE ���� s �\ " (ALT HOOKS) SEE PLAN FOR REF PLAN 3/S6.1 FOR SPLICE CONN 1192 DSPC • ` - \l/\\\. 8 / SIZE&REINF ` / 3"CLR NOTE: ct-,\ AT SIMILAR,WALL DOES NOT 2x STUD WALL EXPIRES: 12131 JI't �---*— •• N\ OCCUR ABOVE FLOOR. I LONG REINF I:17 INTERIOR BEARING WALL AT FOUNDATION AT BACK OF GARAGES SCALE: 1"= 1'-0" (14 GARAGE PARTY WALLS AT FOUNDATION 11 FLOOR FRAMING AT STEP 3"CLR (1)44 CONT S5.2) 16-7100 SCALE: 1"= 1'-0" 2 f SCALE: 1"= 1'-q" �, /3"CLR 3"CLR / / 55.2 16-7100 \ 5•� 16-7100 SLt / Tw / . IJ Lf I, FLUSHING BY OTHERS /I /I CONTRACTOR OPTION: REPLACE CAST-IN AB W/EITHER: GARAGE SLAB&SHEATHING, 1/2"DIA A307 THREADED ROD EPDXY EMBED WALL BEYOND REF PLAN 6"MIN W/SIMPSON SET-XP EPDXY. RETAINING WALL SCHEDULE 1/2"DIA SIMPSON STRONG-BOLT 2 WEDGE 0.148x3"NAILS @ 4" ANCHOR, EMBEDDED 5"MIN. DIMENSIONS WALL REINF FOOTING REINF (2)#4 CONT SIMPSON LTP4 REF SHEAR OC TO BLKG(AT 24" WALL SCHEDULE SIM) z Hw Hf Tw Lt Lf VERT HEEL LONG #4 DOWEL x ( No NOTE: V J 4'-O" 12" 6" 9" 2'-3" #4 @ 18"OC #4 @ 12" (3)#4 CONT @ 24 OC u �- 3"SQ WASHER NOT REQUIRED Z 0 AT NON SHEAR WALLS-TYP W V-0" 12" 8" 9" 3'-9" #4 @ 12"OC #4 @ 12" (4)#4 CONT CONC SLAB ON GRADE, •• • ,/ `may w,••••/�•`.. •�/•m//r•'..••�`/�/�/`�••" vc EXTERIOR 1 --‘/\--- G PAVEMENT REF PLAN FOR SIZE& 8'-0" 12" '- " '- " #5 12"OC #5 12" (6)#4 CONT ' ' t 8" 1 0 5 0 @ @ REF CIVIL r:47://41 REINF2x STUDS REF PLAN WQ10'-0" 15" 8" 2'-0" 7'-6" #5 @ 6"OC #5 @ 6" (8)#4 CONT , `✓ 0 "'"'I • e 2x PT SILL PL W/1/2"DIA AB WALL FINISH (7" EMBED)@ 48"OC (SILL REF ARCH mamommommiEel _I- w 2 PL IN CONTACT W/ �/ 0 o / \ 1 #4 @ 24"OC(ALT HOOKS) Alpilila-__""1""fl CONCRETE TO BE PT) LL 4 8 I 20 \ RETAINING WALL AT BASEMENT Z / 1 314"x11 718"LSL BLKG W/0.148x3" 1 SLAB ON GRADE REF ce LU z ' 2 / / TOE-NAILS @ 8"OC&SIMPSON 1 /PLAN-NO SLAB AT SIM (..I w z S5.2 SCALE. 1"= 1 0 bo \�j / W LTP4 AS REQ'D TO DBL TOP PL ' Z J Z W 16-7100 / w� C7 (REF SHEAR WALL SCHEDULE) p \\ ms's F- ''r Wli. O SHEAR WALL REF L PLAN&SHEAR WALL �./�\/ � a - U O o t"" oo O /4.4 _ ! I I I ♦ / I I� 4n w WALL SHEATHING CONT DBL TOP PE REF DETAIL w SCHEDULE ����%-� •4•••••• ,.. - \ REF PLAN , 3/S6.1 FOR SPLICE CONN 111-177.-1111=41 ._ ���—��I—III- """� 65 p r w WATER PROOFING • \ \ 2 -1 • 1=1 -111- /� ,_ W CO > 2x STUD WALL �/ Q 3"CLR 3"CLR (�„� T - ,� ¢ t? m w 3 x10 RIP TO FIT PT / / 13 CLR 1.1. w F „�+ � co ' SILL PL FOUNDATION DRAIN REF SCHEDULE FOR SIZE&REIN F CONTINUOUS REINF(REF NOTE: 3"CLR SHEAR WALL EDGE NAILING FLOOR TOPPING REF GEOTECH REPORT / / FOOTING SCHEDULE) AT SIMILAR,WALL DOES NOT CONT REINF REF SCHEDULE REINF REF PLAN REF PLAN OCCUR ABOVE FLOOR. REF PLAN FOR f FLOOR SHEATHING FOOTING SIZE&REINF PERMIT EXTERIOR REF PLAN SLAB-ON-GRADE NI�„� SUBMITTAL (NO SLAB AT SIM) _ih. a , o% ro or ai dr 11/ a iii_..:��+ .,I. 18 15 SHEAR WALLS AT GARAGE 12 INTERIOR BEARING WALL AT FOUNDATION r�L SCALE: 1"=1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-a" 2" 55.2 16-7100 55.2 16-7100 55.2 16-T100 \ ICLR HOEDOWN PER PLAN. PROVIDE REV DATE ISSUE TITLE v\i THREADED ROD&SIMP CNW _„� ---/V------ COUPLER TO MATCH HOEDOWN CONTRACTOR OPTION: @ ANCHOR DIAMETER #4 @ 12"0C REPLACE CAST-IN AB W/EITHER: SHEAR WALL REF PLAN HORIZ REINF I-JOIST, REF PLAN 5/8"DIA A307 THREADED ROD EPDXY EMBED AND SHEAR WALL —\P— POST REF PLAN (MAY RUN AT EITHER 6"MIN W/SIMPSON SET-XP EPDXY. SCHEDULE FOR MORE X VERT REINF ` DIRECTION) 5/8"DIA SIMPSON STRONG-BOLT 2 WEDGE INFO. ANCHOR, EMBEDDED 5"MIN. ,J Lir _, O7 it ii iir SIMPSON ABU POST BASE W/5/8"DIA FLOOR JOIST REF SIMPSON STRONG-BOLT 2 WEDGE (FREE DRAINING PLAN&SIMPSON ANCHOR(5"MIN EMBED)OR CAST-1N PROJECT MANAGER: CN GRANULAR MATL #5 @ 6"OC • ITS HANGER g ANCHOR BOLT(7"MIN EMBED) DESIGNER: YS VERT REINF is SHEAR WALL-REF SHEAR WALL ///��� 2x WOOD WALL 1Ic—'-' SCHEDULE FOR MORE INFO 1 1/2" REF PLAN AND �``L.- \ r \ (2)-#3TIES @TIES AT TOP DRAWN BY: CAD-5 ARCH BRICK VENEER ,�.s PIER 12"OC AT REST OF PROJECT NO: 16-T100 CLR PT SILL PL,ANCHOR BOLT SIZE(OR EDGE NAILING-REF SHEAR \--FLOOR JOIST PER PLAN REF ARCH DATE: 02/15/2017 r• WALL SCHEDULE STAGGER " SIMPSON MASA)&SPACING REF PLAN , EDGE NAILING MAY RUN AT BOTH X c '�'�• -12"x12"xHEIGHT AS REQUIRED SCALE: AS SHOWN 54 &SHEAR WALL SCHEDULE(SILL PL IN NAILING SIDES AND DIRECTIONS O U I x DOWELS @ 6"OC \-4--- #6ct c I (CAST IN PLACE CONCRETE) 4"DIA PERF FND DRAIN " 8" CONTACT W/CONCRETE TO BE PT) SLAB ON GRADE REF PLAN a. 4 r SET!N FREE DRAINING 10 / / 1 P.T.2x SILL WITH 5!8"DIA(5" e Q W , ' EMBED)A.BOPLLTS @ 48"OC(MIN.) r REINF REF PLAN V M �•••,•• > GRAVEL FILL • AIR SLAB ON GRADE j/ GAP REF PLAN =\ i [EXTERIOR PAVEMENT #6@12"OC . # � REF CIVIL 12 P L EX BUILDING - HEEL REINF /s' ''�� - .'� 0 Q I I _ • \ 1 _ F-----111- 7i_ UPHILL / / / Z f I , k I E I-1 -111 TW 2 \\ �,����!► • ~ Ce I I� 3' CLR I C4,,,___ ;\ titer 0\ 1 i i I o LL ROUGHENED SURFACE "' CONT REINF REF SCHEDULE 3"CLR eo REINF REF PLAN oo DOWELS#4 x �-_ z� SHEET TITLE: (9)#5 LONG REINF REF PLAN FOR $ QJ 1 FOOTING SIZE&REIN '� FOUNDATION \ • • iinimmuniii \w (1}#5 CONT o DETAILS t \�\ 3"CLR \ / /3"CLR 3"CLR/ / / / 3"CLR 2'-6" I / REF PLAN FOR SIZE&REINF / 8'-0" 4/ X I' SEE PLAN FOR SIZE&REINF. SHEET NUMBER: 21 TYPICAL RETAINING WALL (WITH SLAB) 19 INTERIOR SHEAR WALL AT FOUNDATION 16 EXTENDED THREADED ROD AT MAIN LEVEL HOLDOWNS 13 EXTERIOR POST SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-q" 55.2 16-7100 55.2 16-7100 S5.2 16-7100 55.2 16-T100 _I FLASHING BY OTHERS --1 3 x10 RIP TO FIT PT SILL PL , GARAGE SLAB&SHEATHING, -\ REF PLAN 0.148x3"NAILS @ 4" #4's @ 12 OC EACH WAY AT TOP AND 11/16"x3"SLOTTED HOLES-LOCATE a r n OC TO BLKG(AT #5 9"OC EACH WAY AT BOTTOM BOLTS IN FRONT OF THE HOLES AS SIM) ;�4 @ SHOWN-FINGER TIGHTEN NUTS& O % I. :� �4 DEFORM THREADS (Dc � ' DRAIN MATERIAL REF �p ,� EXTERIOR ARCH AND CIVIL p ♦ ♦ �♦ ♦ ♦ •♦ ♦ ' 1 1/2" SLAB-ON-GRADE (� f' ELEVATED SLAB ^ ' �' `,.. , / r ,_.`Ibig CLR F 1 t O E L I C H #5 @ 24"OC(CENTER • V�— \ ENC-, 1 N E E R S IN WALL&ALT HOOKS N 11111111111: MAIN OFFICE: IN FOOTING) N\ 6x6 POST 6969 SW HAMPTON ST SLAB-ON-GRADE BY OTHERS \`2"CLR. \ o - PORTLAND,OREGON 97223 1 � (2)#4 HORIZ AT TOP, (503)624-7005 1 [ ro BOT AND AT 48"OC MAX FREE DRAINING BEND OFFICE: • ' '" ' I ,, C....GRANULAR MAT'L 745 NW MT WASHINGTON DR • • - • • CONC SLAB SUITE#205 . 8"CMU WALL BEND,OREGON 97701 • I-JOIST REF PLAN-7 #4@12"OC FULLY GROUTED SIMP50N C666 HORIZ REINF FREE DRAINING froelich-engineers.com �' " \3"CLR. \ 4"DIA REFF FND DRAIN G ^p / \�j\y SET IN FREE DRAINING 1 G GRANULAR MAT'L JOB# 16-7100 3"CLR. A/�\�i\ GRAVEL FILL tiD 3 VERT REINF ¢„ �i\i REINF REF PLAN �i�' /\\ DOWEL VERT REINF INTO 1/4"x6"xCONT TEFLON STRIP 3 CONCRETE _ SLAB AT '�+� Tw 4"DIA PERF FOUNDATION '9� BOTTOM OF v/,\ FOOTING AS SHOWN MATCH . uCTUR OW- / �/\ �a �� WITH VERTS BARS SPACINGP CONT L 6x6x5116 BOLTED TO CONCRETE LIDA DRAIN **O i•\\\ i i j TYP LAP 48 BAR DIA MIN DRAIN SET IN FREE "(AO �� //// WITH 5/8"DIA A.BOLTS @ 12"OC.WITH i i • � .Q s'p s r /� �i 13 ( ) DRAINING GRAVEL FILL �`` I✓Il+d ` ' 77 f SIMPSON"SET-XP"EPDXY. - , REF GEOTECH cciCi i 5472 o :115.- .--1 • • • \ �\�/\\\ HEEL REINF ..�rr�cc t" PROVIDE SMOOTH TROWEL REINFORCED CONCRETE -' ;� ,., FINISH WITH 10 MIL PLASTIC RETAINING WALL BY OTHERS \ - y."". ,.. • \/ \ 3"CLR SOIL GRADE , ,/\ �.. AGO SHEATHING ON TOP OF WALL (fc=3000 psi&8"MIN THICKNESS) 3"CLR ( �\ / 3"CLR /,y`,...:;, ./..\3" \ =�, >/. \\' ("� ,0'" 'L TO PREVENT BOND � / / • b•,�"'��, /,\. '9,y (Y25+A°�' n tt _ S4►�. 4rl.�.1-__ �1 tom ' 9 3 CLR / / / 3 CLR REF PLAN FOR U STD 90° HOOK / EQ f,, 7 5/8" / EQ / / FOOTING SIZE&REINF / _ Z., EXPIRES: 9l �/L MilillilikkLONG REINF r30.- 27 / 2'-O" / 24� \ \/\� / " (1)-#4 CONT ELEVATED SLAB TO CIVIL RETAINING WALL MASONRY RETAINING WALL AT LIDA DRAIN INTERIOR POST AT FOUNDATION 3"CLR SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" / /3 CLR 3 CLR S5.3 16-7100 5.3 164100 S5.3,1 16-T100 Lt / Tw 1., Lf I, _____1_____ 3 x10 RIP TO FIT PT RETAINING WALL SCHEDULE SILL PL DIMENSIONS WALL REINF FOOTING REINF Hw Hf Tw Lt Lf VERT HEEL LONG 24" H. 4'-O" 12" 8" 9" 2'-3" #4 @ 18"OC #4 @ 12" (3)#4 CONT rr�� F- 12" 8" 9" r n12" 12" #4x 24" @ 12"OC 6'-0" 3 9 #4 @ OC #4 @ (4)#4 CONT , J #4's @ 12"OC EACH WAY AT TOP AND " 8" 1,-0" ,-0" W #5 @ 9"OC EACH WAY AT BOTTOM '�11Ir nt 8 0 12 5 #5 @ 12 OC #5 @ 12 (6)#4 CONT W 2 REF ARCH >w1� a. ELEVATED SLAB '11rA 11 r►� 2 CLR. 10'-0" 15" 8" 2'-0" 7'-6" #5 @ 6"OC #5 @ 6" (8)#4 CONT 0 .2 \ 2"CLR. ., Iry \ < W \ \ �r ilehi TYPICAL RETAINING WALL W 10 SCALE: 1"= 1'-0" (� o CONC SLAB - S5.3 0 -- \ j[ . I.f.. Si 16-7100 Z Ir - 3 CLR. N-THICK CONCRETE WALL WITH z — z w # 4@12"OG EACH WAY u_ 0 I m. < 0 36" WOa c o � CO — � ...� . Q0 W cn> #5x 36" @ 12"OC CeW P r m PERMIT SUBMITTAL 1-31 NOT USED 2$ ELEVATED SLAB AT CONCRETE WALL i 25 NOT USED SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 11-0" 5.3 / 16-T100 S5V 16-T100 5.3 16-7100 REV DATE ISSUE TITLE 0.148"x 3"TOENAILS GARAGE SLAB&SHEATHING, f___._ @ 6"OC REF PLAN ALIGN 2x STUD W/CRIPPLE I / / / / / / / / / ' / / / / , STUD BELOW DOUBLE 2x TOP PL. * r ro ir, iii v 47 in /moi /7 74' 47 �( / Ja 2r Ur 47 Li iv ar /4' iii -- --FT — PLYWOOD SHTG TO BE(1) THICK CONCRETE WALL WITH 2x STUDS SOLID PIECE ON THE SIDE a\ #4 @ 12"OC EACH WAY S @ 16"O.C. SHAPED AS SHOWN&EDGE 4' PROJECT MANAGER: CN - NAILED TO DBL TOP PL& DESIGNER: YS 0 r- I SIMPSON A35 @ TOP&BOT BEAM Eli z DOWEL VERTICAL WALL N OF BEAM TO STUDS AS SHOWN DRAWN BY: FCE-ENG-4 v REINF INTO FOOTING I EQ EQ ul." SIMPSON CS14 STRAPS FROM PROJECT NO: 16-T100 0 • ALTERNATE HOOKS O ( ) ��--` I CRIPPLE STUD TO HEADER& I, I-JOIST BLKG BE'M PER PLAN o 0 0 0 0 0 0 0 Z �{, .4 ' STUD ABOVE.FRONT&BACK DATE: 02/15/2017 LTIk BETWEEN JOISTS ( CRIPPLE STUD/POST r it BY OTHERSPER BEAM SCHED SCALE: AS SHOWN SIMPSON MST37 CENTERED ON N SLAB&FOUNDATION if SHT'G&NAILING KING STUD PER PLAN = �' BEAM&4x BLOCKING EXTERIOR • 1/2"PLWYOOD SHEATHING � -JOIST, REF PLAN ABOVE OPENING � SLAB-ON-GRADE - Aiii REF PLANS 2 PLYWOOD SHEATHING '1 '� x 6"x 24"LONG BETWEEN I SAME AS SHEAR BEAM&COLUMN W/(3) 10d BEAM, REF PLAN WALLS @ THE SIDE PCE.lo TO BE ONEO SPLICES NAILS AT EACH ONE � 1 rv- �� ! SEE SHEAR WALL 1 � P L EX BUILDING ������ � COLUMN, REF PLAN SCHED.FOR NAIL HOEDOWN&HOEDOWN ;..;�;`•`�;..` ,..;�;�; 1 SPACING '-&' POST PER PLAN& � , 2"TYP� 8"CONC.STEM WALL--*- HOEDOWN SCHEDULE UPHILL I_ , _ ` PT SILL PL W/(2)5/8"DIA Co v7-"j"--6--- O CONT. PT 2x4 SILL PL W 5/8" (INCREASE HEIGHT I I ANCHOR BOLTS MIN. DIA(6"EMBED)A.BOLTS @ AS REQUIRED) TURN DOWN SLAB I I #4 HORIZ.@ 12"O.C.W/(2) 48"OC BARS @ TOP OF WALL AS \c CONT FOOTING FTG.PER PLAN t - -I- - - SHOWN SHEET TITLE: M\v REF PLAN \ EDGE PER PLAN I I I #4x DOWELS @ 12"O.C. KEYED 3n I I L FOUNDATION (OR ROUGHENED) CLR - 1-- t- - -`- _11,L8' DETAILS . • • (2)#4 DOWELS EACH END JOINT REF PLAN FOR \ 3"CLR - _ - OF PIER / SIZE&REINFORCING / \/\N/ / / 3"CLR s�\�,/'\`/r� / REF PLAN FOR FOOTING SIZE&REIN( /23 STEM WALL AT GARAGE ( WALL LENGTH < 2'-0") SHEET NUMBER: 29 CONCRETE WALL TO FOUNDATION 26 GARAGE JOIST AT BEAM 55.3 SCALE:3/4"=V-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 16-7100S 5 3 S5.3 16-T100 \ ,5.3 16-T100 . < - MINIMUM DIMENSION OF DOUBLE TOP PL- SHEATHING SHALL BE 24". -;# ,;;,1 • - _t,,,,,*-1-7.-,:=,,,: 2x STUD WALL(IF OCCURS) 2x SOLE PL W/0.148x3"@ 6" OC UNO&SIMPSON LTP4 AS ._. . . . . . . - IT --n-- ---n -: 4ft-A 0', REQ'D TO RIM JOIST(REF II 1.1 II WALL SHEATHING 2x STUD WALL SHEAR WALL SCHEDULE) NOTE: . FROELICH REF ARCH 0.148 x 3"NAILS @ I 0.148 x 3"NAILS @ 4"OC TO BLKG TYPICAL HEADER BEARING CONDITION PANEL JOINTS TO BE CENTERED , H 1.1 1.1 • EDGE NAILING 4"OC TO BLKG(AT 1 W/(1)CRIPPLE MAX&(1)KING STUD ON STUD (OR 3x STUD-REF ,-. • ENGINEERS 1 FLOOR SHEATHING SIM) i FLOOR TOPPING REF PLAN NEED NOT COMPLY WITH THIS DETAIL. SHEAR WALL SCHEDULE) UI I I I • MAIN OFFICE: REF PLAN FLOOR TOPPING WALL SHEATHING REF PLAN I . 2x BLOCKING AT PANEL 6969 SW HAMPTON ST REF PLAN &SHEAR WALL SCHEDULE I I I U I II . EDGES REF SHEAR PORTLAND,OREGON 97223 i FLOOR SHEATHING REF PLAN POST OR DBL STUD ABOVE '•17.- =-II-:-7 -.4- . . • WALL SCHEDULE (503)624-7005 I , I /.,/ 2,' /// .4,- / / ,z, v zvi / z.,/ ./ /et .v,,zA 1 ar-- --: -‘--1--- BEND OFFICE: '--1 . . 1 1 II H I H 745 NW MT WASHINGTON DR A SUITE#205 I-JOIST BLOCKING I. 1,J.).--" II ovanerAmmemauseariswiammswr I I II I II 1111 .--- EDGE NAILING BEND,OREGON 97701 liar'A I M PM I I I I MI I Wal WA EWA al 11%I I M MI M I 19 a m rra a r a 9979rewa wwr 1 3/4"RIM JOIST W/0.148x3" commilimmailimmin 1......................m.................,. I H 1 . <,. @ 48" OC(AT SIM) SHEAR PANEL REF froelich-engineers.com 1 lr, TOENAILS @ 8"OC&SIMPSON I I I SHEAR WALL SCHEDULE JOB# 16-T100 VERTICAL GRAINED LTP4 AS RE TO DBL TOP PL i II I-JOIST BLOCKING @ 48" OC I SOLID FIELD CUT . 11, I (REF SHEAR WALL SCHEDULE) BLOCK TO FACE OF II 1 IV d \ >ti I-JOIST REF 41 WALL(MATCH WIDTH 2x STUD WALL REF PLAN I PLAN(AT SIM) IIIIIIIIIII ill II 1.1 V l• • . OF POST ABOVE) * -cil,t)C T tffi4 CONT I JOIST BLK'G(USE_V" REF PLAN I-JOIST REF PLAN IS7--T-- - ,N .,_ H 11 II 1 . 1144 FIELD NAILING ,t,':-.),.-1) P R°Pe 1 3/4"LSL BLK°G AT 2ND STAIR AT CONTINUOUS RIM JOIST 1101"-- 11 • II II H I 6:p STAIR AT SIM CONDITION FLOOR FRAMING) (2)-0.148 x 3"NAILS 1 1/2" , '••0- I FLOOR JOIST BEYOND il • HOLDOWN&HOLDOWN 4., WEB STIFFENER i FROM JOIST BLKG END TO I !ii -7 EDGE NAILING POST REF SHEAR WALL (Z r-- WHERE REQ'D I URI1DbBL TOP PL-REF DETAIL I POST OR DBL STUD BELOW I I I I II I . SCHEDULEi______ I 3/S6.1 FOR SPLICE CONN -...arilli-17.: JOISTS BEAR ON &SPLICE I (MATCH SIZE UNO)ALIGNED Ikk Li • II 1.1 1.1 -o OREGON 0.148 x 3"TOE NAILS 1 1/2" I i ' 24"MIN SHEATHING OVER WALL,TYP W/POST ABOVE et- •• FROM JOIST END TO TOP I I I .14' I I 11,..4.,/, .___ \ " 2x STUD WALL WIDTH-TYPICAL ....00„,.. PL's i .I1 --7. \,:, -7-4--•:. =IL:-- ---- -4---,--7.14-7 A:4'C WALL FINISH REF ARCH CONT DBL TOP PL TYP 16"MIN-TYP / . F SILL PL (ANCHORAGE '1 ,Z EXPIRES: /12/90V- 2x STUD WALL REF SHEAR WALL SCHEDULE/NOTES) 10 FLOOR JOIST TO BEARING WALL S6.1 Tk..-M1"= 1`-'" S6 7 S6.1 FLOOR JOIST TO WALL SCALE: 1"= V-0" 16-T100 /-4 CONTINUOUS POST LOAD PATH ...6.1 SCALE:i6-T1001"= 1'4" 1 S6.1 SHEAR WALL ELEVATION SCALE: 3/8"= 1-0" 16-T100 NOTE: NOTE: FIASLSTUDSLREERQ,D "Z. REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" DOUBLE TOP PL MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. t - -. 7 AIR GAP, REF ARCH .-, .--, HEADER 1-- SOLE PL W/0.148x3"@ 4"OC UNO .._ TM SHEAR WALL SHEATHING AS REQ'D REF PLAN \ POST OR DOUBLE STUDS AT EACH END OF .--. .,-. ..-.."'"'• . I- WALL ABOVEm. SOLE PL W/0.148x3"@ 6"OC UNO 1 ow SHEAR WALL, REF PLANS&HOLDOWN (8)0.148x3"NAILS 09) AS OCCURS I 'Ali GYP REF ARCH SCHEDULE TO HEADER- Z , BEAM, REF PLAN FOR SIZE ON SHEAR WALL SCHEDULE TO IIIPII <-1 67. SOLE PL . OPENING WIDTH W 1AI RIM FLOOR SHEATHING TYP / / EA SIDE SIMPSON A35 CLIP AT LTP4 CLIP D 0 SPACING IN RACE OF LTP4 CLIPS Ei b W Ct- FLOOR TOPPING REF PLAN FLOOR JOIST(JOISTS MAY ---. FLOOR SHEATHING FLOOR TOPPING REF PLAN REF SHEAR WALL SCHEDULE(48" i ii RUN IN EITHER DIRECTION) 2x SILL PL(USE 0 REF PLAN OC MAX UNO) IL, 1 1 SIMPSON HOLDOWN KING I STUDS p STUDS STRAP, REF PLANS& MECHANICAL UNIT W ' , 7 / 77 / / 7/ 7 7 ,A.\ t / / 7/ / / / ,7 A' HOLDOWN SCHEDULE \ ...7W// // AlriMINFAIIIIMMOMIIIIIMIIIIIMINIWAMPY/4117/41 ,0 AMR OCCURS UNDER < Wu) > '- >, eV _,51, / / / / THE WINDOW) Ct Efi W , (2)0.148x3" FACE--------..4 _ __-----MECHANICAL UNIT fly' 8 0 gi WEB STIFFENER > 6..111B NAILS @ 16"00- .---- -L. OPENING AS 0 cs) S <> WHERE REQ'D 0 TYP AT BUILT UP OCCURS (.3 i.j zo j------------ -----, gc1=7)\<- laih.. II.11111.111111111111111111111111111111•1111111 STUDS AT OPENING LY. >-2 _, Z 0 --//11 WEB STIFFENER NN"---1-JOISTS, REF PLAN FLANGE I-JOISTS, REF PLAN-77. ii4 ill um! fm.„Pro I.$ III IN 1 3/4"LSL RIM BOARD 1 -i-' 1111 RIM JOIST ' ' 2x SILL 2x KING AND 2x •- ° CRIPPLE TO SUPPORT 2x SILL PL 6 Ct ti_ 0 0 w W w 6 0 w w - , w I < 0 .- I- U) cr (IF REQUIRED)BY iii 3r DBL TOP PL REF 3/S6.1 (TYP) 2x SUDS > (7). Fri JOIST MANUF (2)0.148 x 3"TOE NAILS 1 1/2" II 1 1 w 0 ca © 16"OC . I-- < co 0 HANGER BY JOIST FROM JOIST END TO TOP PL's WALL SHEATHING REF SHEAR POST OR DOUBLE STUDS BELOW SILL PL , LL LI I:-- 1 1 u);• MANUFACTURER 1 WALL SCHEDULE FOR INFO POST OR DOUBLE STUDS ABOVE, EDGE NAILING ,,1°1111 I 0 II REF PLANS&HOLDOWN SCHEDULE ---. •I i NOTE: 2x STUD WALL AT SIMILAR, BEAM IS DEEPER PERMIT THAN FLOOR JOISTS. 2 TYP HDR CONSTRUCTION - REF DETAIL 31/S6.3 FOR HDR WIDTH >6'-0" SUBMITTAL 11 FLOOR JOISTS TO BEAM 8 FLOOR JOIST TO PARTY WALL 5 HOLDOWN STRAP - UPPER WALL TO LOWER WALL S6.1 SCALE: 1"= I-0" 16-T100 S6.1 SCALE: 1"= V-0" 16-T100 S6.1 SCALE: 1"= I-0" 16-T100 S6.1 SCALE: 1"= 1'-0" 164100 REV DATE ISSUE TITLE NOTE: NOTE: REF ARCH DETAILS FOR ADDITIONAL WALL SHEATHING MIGHT BE ON CONSTRUCTION REQUIREMENTS TO THE OTHER SIDE OF THE WALL MAINTAIN REQ'D FIRE RATING, AT SIM CONDITION. SOLE PL W/0.148x3"@ 6"OC UNO 2x SOLE PL WI 0.148x3"@ 6" 4'-O"MINIMUM 2x SOLE PL W/0.148x3"@ 6"OC ON SHEAR WALL SCHEDULE TO OC UNO&SIMPSON LTP4 AS / CORRIDOR UNIT RIM REQ'D TO RIM JOIST(REF f W/(12)-0.148x3"NAILS AS SHOWN (EQ SPACED) WALL SHEATHING PROJECT MANAGER: CN SIMPSON A35 CLIP AT LTP4 CLIP 2x STUD WALL SHEAR WALL SCHEDULE) L . REF PLAN I I L SPACING IN PLACE OF LTP4 CLIPS I -1 DESIGNER: YS -1 1 ' I t , REF SHEAR WALL SCHEDULE(48" ...._÷.____ FLOOR EDGE NAILING I I FLOOR TOPPING REF PLAN OC MAX UNO) SHEATHING EDGE I FLOOR TOPPING REF PLAN I '--CONT DBL DRAWN BY: FCE-ENG-4 SIMPSON A35 CLIP AT LTP4 CLIP TOP PL NAILING I WALL SHEATHING REF PLAN& I SPACING IN PLACE OF LTP4 CLIPS SHEAR WALL SCHEDULE FLOOR SHEATHING REF PLAN PROJECT NO: 16-T100 FLOOR TOPPING, I / FLOOR SHEATHING REF PLAN I REF PLAN FLOOR SHEATHING, REF SHEAR WALL SCHEDULE (48" I DATE: 02/15/2017 16. 1 REF PLAN OC MAX UNO) i_ , , 1 I-JOIST REF PLAN N___ SCALE: AS SHOWN JOIST, _• .- , - _- 1101.1;1.- i , • ' sir " " " " " ." " " '' ' ' "' " " " " " ,,Vr SIM CONDITION; ill 2x STUDS Al 4- 4- I\ " ' ' ' " ' ' 11 '''` ' s ' l ' '1 JOIST MAY RUN OTHER i...,„. REF PLAN I Ve FLOOR JOIST, REF PLAN : 111 own- - WEB STIFFENER BY JOIST MANUF AS REQUIRED S. I I I DIRECTION. USE 1 314x11 7/8" LSL RIM INSTEAD OF LSL BLK'G 1 3/4"RIM JOIST W/0.148x3" TOENAILS @ 8"OC&SIMPSON LTP4 AS REQ'D TO DBL TOP PL (REF SHEAR WALL SCHEDULE) 1 1 n;,....x...rw....,......,........... 1 i DBL TOP PL SPLICE - NAILED 12 PLEX BUILDING - iillIllIl ___ ___, .. \ lim....„, ........iiim UPHILL &SIMPSON HU HANGER j -N.---- --"-I-JOIST 1 3/4"x11 7/8"LSL BLKG W/0.148x3" ,--0.148x3"NAILS @ 8" TOE-NAILS @ 8"OC&SIMPSON 1 "-I-JOIST REF PLAN TOP PLATE SPLICE 1'-4"MIN REF PLAN / ,/- OC STAGGERED LTP4 AS REQ'D TO DBL TOP PL I STAIR AT SIM --". WEB STIFFENER BY JOIST MANUF LESS THAN 4'-O" Z (TYP) 1 3/4 x 11 7/8"LSL CONT RIM W/ I-JOIST BLK'G @ 48" (REF SHEAR WALL SCHEDULE) I (2)-0.148 x 3"NAILS 1 1/2" CONDITION 1 1-.. 0.148x3"TOE-NAILS @ 8"OC& 00W!0.148 x 3" I FROM JOIST END TO TOP PL I (2)-0.148 x 3"NAILS 1 1/2" SHEET TITLE: SIMPSON LTP4 AS REQ'D TO DBL NAILS @ 4"OC TO I FROM JOIST END TO TOP PL '1 :"• • -1 TOP PL(REF SHEAR WALL 5 BLICG WALL SHEATHING CONT DBL TOP PL,REF DETAIL I FRAMING DETAILS SCHEDULE) REF PLAN I 3/S6.1 FOR SPLICE CONN I CONT DBL TOP PL-REF DETAIL EDGE NAILING I 3/56.1 FOR SPLICE CONN SIMPSON MSTA30 CONT DBL TOP PL, REF DETAIL :.. ..- 2x STUD WALL I STRAP CENTERED 3/S6.1 FOR SPLICE CONN___„ .. WALL SHEATHING, 2x STUD WALL ON ALL DBL TOP PL 1 REF PLAN NOTE: SPLICES(TOP& 2x STUD WALL, o AT SIMILAR,WALL DOES NOT \ BOTTOM PLATES) REF PLAN __v.-b.. OCCUR ABOVE FLOOR. --Ar- -Ar- -N- -4-- 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 S6.1 SCALE: 1"= 1-0" 16-T100 S6.1 .orkmi.= v-o" S6.1) .orkt&1"= 1'-0" S6.1 SCALE: 1"= 1'-0" 16-T100 S6 a 1 WALL SHEATHING--\\74_ ,, :, NOTE: @ SEE DTL 6/S6.1 OR 7/S6.1 ` 0.131 x 2 112" 6"OC NOTE: � SEE DETAILS 6/56.1 &7/S6.I FOR FOR REMAINING INFO SEE ARCH DETAILS FOR ADDITIONAL 1:4 - CONSTRUCTION REQUIREMENTS TO r WALL SHEATHING, TYPICAL JOIST CONNECTIONS. 2x10 BLKG BETWEEN , REF PLAN &SHEAR 2x SOLE PL W/0.148x3"@ 6"OC UNO TRUSSES W/0.148x3"@ 6" MAINTAIN REQUIRED FIRE RATING , `` WALL SCHEDULE &SIMPSON LTP4 @ 48' OC MIN TO OC TO BLKG&(2)0.148x3" 2x6 CONT BLKG - BEAM UNO ON SHEAR WALL SCHED TO EA STUD N,,,,.r UNIT CORRIDOR C l"""� C /'"'� (_] FLOOR TOPPING, 2x STUD WALL FLOOR TOPPING,REF PLAN tfft�"'�/ _,_ (- L„J C 1`"� (� REF PLAN „i WALL FINISH, /FLOOR SHEATHING, REF PLAN ,,,�'�' REF ARCH --0`-- FLOOR SHEATHING, i . MAIN OFFICE: 2x DECKING OR DECK STEP REF REF PLAN WALL SHEATHING, ROOF TRUSSES, PORTLAND, OR LA HAMPTON ST REF PLAN&SHEAR F // JOIST BLOCKING @ 48"OC REF PLAN TJI BLKG W/ }s 4-700 OREGON 97223 SHEATHING, REF PLAN (3)0.148 x 3" ARCH WALL SCHEDULE ' REF PLAN SHEATHING, NAILS @ 48"OC BEND OFFICE: 2x STUD WALL + .‘ 745 NW MT WASHINGTON DR ,. ,.. . (.148 x 3"NAILS @ 4"OC ROOF SHEATHING FLOOR SHEATHING, SUITE#205�i�—//—//�/—�—//��//��//r//+// a PER PLAN W/0.131 x 2 [FLOOR TOPNG,1 /-- RTOPPING, BEND,OREGON 97701 1/2"NAILS @ 6"OC LD SIMPSON HANGER ° REF PLAN I •: , . ... ^ REF PLAN REF PLAN S EDGES& 12 OC FIELD BY TRUSS MANUF. Froelich engineers.com iliir/ r •Si / Il / / toiii // Iii r A' o/ ai Y � � BEAM, REF PLAN - �:� .: - _ ..: __ JOB# 16-T100 -JOIST 0.131 x 2 112"@ 6"OC TO BLKG ;,,,r�►"/", {< /r /. ./� ../ /r/ // /f`: // „i 1� , _ . / ,, 1�111 �" REF PLAN ��,�,,o �. t DECK JOIST OR �'` 1 ,,�„-",s I X I I X tItV -�;, .'Cit,//z4 I-JOIST, REF PLANA \., vi 0 BEAM, REF PLANN - ® ,,/'�"�,��n� i C3`�1�v` 't • � �n SIDING, REF ARCH '* . JOIST AT SIM '�� �, \-� CONT DBL TOP PL, ! I�' JOIST, GI i NI ► FLOOR REF PLAN REF DETAIL 3/S6.1 1 3/4"LSL CONT RIM W/ �Lti►T &SIMPSON HU HANGER cc 134,2 LSL RIM JOIST FOR SPLICE CONN 0.148x3"TOE-NAILS @ 8"OC I , &SIMPSON LTP4 @ 48"OC (2)-0.14$x 3"NAILS 1 1/2"FROM 1 }{ I-JOIST, „!'/l.+� 37 2x STUD WALL MIN TO DBL TOP PL UNO ON JOIST END TO TOP PL I 1 1 3/4 x 11 7/8 LSL CONT RIM CONT DBL TOP PL TYP S• 2x SOLID BLKG \ REF PLAN ♦ EGON SHEAR WALL SCHEDULE — JOIST W/0.148x3" 4/4'..,p,�`'/&41,25 1 � CONT DBL TOP PL TYP TOE-NAILS @ 8"OC(2- 1 2x STUD WALL �, NOTE: POST&BEAM AT SIMPSON HI AT EACH TRUSS DBL TOP PL —J`-- -‘14 •Z De-, ALL DECK HANGERS, NAILS, -2x STUD WALL SIM CONDITION 3/4x11 7/8 LSL BEAM AT SIM -4-0___ ..4—N_____ CONDITION) I EXPIRES: !Z"!/ + DBL TOP PL a) SCREWS,CLIPS&FASTENERS ARE WALL SHEATHING, TO BE HOT DIPPED GALVANIZED. REF PLAN —E —,/t— ,— 222} DECK JOIST AT WALL CANTILEVER W/ FLOOR JOIST PARALLEL TO WALL 16 LOWER ROOF TO WALL 1 CORRIDOR JOIST TO BEARING WALL SCALE: 1"= 11-0" SCALE: 1"=V-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 6• CS.---- C16-T100 DECK RAILINGS&GUARDRAIL S6•2 16-7100 S6.2 16-7100 56.2 16-7100 POST CONNECTIONS BY OTHERS . !: �� DBL JOIST AT EACH . GUARDRAIL POST NAIL FLOOR SHEATHING TO NOTE: NAIL FLOOR SHEATHING TO WALL SHEATHING, REF PLAN BEAM OR JOIST W/0.148 x 3" SEE DETAIL 6/S6.1 FOR TYPICAL BEAM OR JOIST W/0.148 x 3" &SHEAR WALL SCHEDULE STRAP REF PLAN-CENTERED. NAILS @ 6"OC UNO ON PLANS JOIST CONNECTIONS. + NAILS @ 6"OC UNO ON PLANS PLAN VIEW A—A 2x DECKING OR DECK USE 0.148x3"NAILS EVERY I L FLOOR TOPPING, FLOOR TOPPING, 1— SHEATHING,REF PLAN OTHER HOLES AT RIM OR LSL REF PLAN ♦^ BLKG REF PLAN V J F- DECK RAILINGS& , FLOOR TOPPING PER PLAN FLOOR TOPPING,GUARDRAIL POSTREF PLAN QT• ' II A CONNECTIONS BY ` FLOOR SHEATHING, RIM BEAM REF PLAN REF PLAN BEAM OR JOIST, t ' 2OTHERS REF PLAN FLOOR SHEATHING, y / REF PLAN W STEP PER REF PLAN ARCH low ri� - F I -I ' t.. 1 / F /1 it V f -f/' f. i s fir 5r/ iii' 0 0 ? i i - - - ofireiii' '`- - /ice - o -1m - /i 1 airy >i - ' ` 4 ,i�a�ii��/�n��/wo��/irii�iii�rii iyii�iii f �r� v 1 �. ( ) Q _ i 1'OM MI i� IM 1` 71 ` !• I I htw�i/tea yet i/_iiE//�ii��_/.__ SIMPSON STRAP, vv UJ °�, - ' 1 REF PLAN TO BEAM `> I< w■■■ &DBL TOP PL w W ' " 1 m ..i....• M\ I-JOIST, 3/4" --------3--1.- ---- IRLIIIIII O_iiiiiiMEM L 1 LSL RIM JOIST OR 0C� o/ I• REF PLAN LSL BLKG �C BEAM OR DRAG r ' ' zLLJSTRUT, REF PLAN ' �'IA - PT BEAM, REF PLAN ? �� „ Its iglik r,,,,,i REF PLAN I-' 2 J z 0 DBL TOP PL, REF--"'7r 3/4 LSL RIM ��""� DBL TOP PL, REF / / c'�i� O > PT DECK JOIST,REF PLAN 2x PT LEDGER W/(2} I DETAIL 3/S6.1 FOR w .c Z DETAIL 3lS6.1 FOR 7tL O = d O SIMPSON LUS2$ SIMPSON SDS 1/4x3 SPLICE 1-JOIST, REF PLAN WITH p � 1/2"SCREWS @ 16"OC SIMPSON LUS HANGERS SPLICE W a O HANGER,TYP INTO RIM JOIST 2x STUD WALL CONT DBL TOP PL, J > i.5 re w @ 16"OC REF DETAIL 3/S6.1 2x STUD WALL mionmi L._ Q W m Q LSL RIM JOIST POST, FOR SPLICE CONN @ 16"OC POST, ��// `� cin w CONT DBL TOP PL,REF DETAIL REF PLAN L1.. w �-- r. CO 3/S6.1 FOR SPLICE CONN 2x STUD WALL REF PLAN NOTE: ALL DECK HANGERS, NAILS, 2x STUD WALL _ -' f SCREWS, CLIPS&FASTENERS ARE TO BE HOT DIPPED GALVANIZED. PERMIT NOTE: p SEE DETAILS 6/S6.1 &7/S6.1 FOR \ SUBMITTAL 23 DECK JOIST TO WALL TYPICAL JOIST CONNECTIONS. 20 BEAM DRAG STRUT TO WALL . 17 l FLOOR FRAMING DETAIL AT BEAM 14 BEAM DRAG STRUT TO WALL SCALE: I"= l'-0" SCALE: 1"= 1,-0" SCALE: 1"= 1'-0" SCALE: 1"= 1-0" 56.2 16-7100 56.2 16-1100 S6•� 16-7100 56.2 16-T100 REV DATE ISSUE TITLE WALL SHEATHING, REF PLAN &SHEAR ____o_____ 2x STUD WALL FLOOR SHEATHING, WALL SCHEDULE --WALL SHEATHING, REF PLAN REF PLAN I FLOOR TOPPING, 2x BLKG0.148x3" 6" REF PLAN 2x BLKG W/ @ OC PROJECT MANAGER: CN I FLOOR TOPPING, BETWEEN STUDS WALL SHEATHING, REF PLAN DESIGNER: YS J FLOOR SHEATHING, REF PLAN&SHEAR ROOF SHEATHING, WALL SCHEDULE 1 2x DECKING OR DECK STEP,REF REF PLAN : I��►,�\ REF PLAN 2x FLAT DECKING DRAWN BY: FCE-ENG-4 I SHEATHING, REF PLAN ARCH 2x4 BLKG BETWEEN A► f1 `_ PROJECT NO 16-7100 I�,,.\\�,�.�\\�,.,.,,��r�,,\\� �;;, � STUDS AT HANGERS • SIMPSON H1 AT EACH TRUSS DATE: 02/15/2017 1r, j til IIII[ FLOOR TOPPING, �.-- -•.� y 1,1 REF PLAN ' �x • SCALE: AS SHOWN bilk . FLOOR SHEATHING, , o Aikl 1 I REF PLAN \ 2x BLKG O O DECK JOIST OR - z` Ma; ---, 12 P L EX BUILDING — BEAM, REF PLAN l I-JOIST, C•c+_Ii BEAM, REF PLAN BEAM REF PLAN WITH SIDING, REF ARCH REF PLAN 1 X i UPHILL SIMPSON HUCQ BEAM REF PLAN x 07.-/ HANGERS 16x6 POST&END-/ COLUMN CAP, REF PLAN SIMPSON BC POST CAP FROM BEAM TO POST (UNO) SHEET TITLE: 111 I-JOIST, REF PLAN ROOF BEAM AT FRAMING DETAILS NOTE: (JOISTS RUN OTHER SIM CONDITION —y COLUMN REF PLAN ALL DECK HANGERS,NAILS, DIRECTION AT SIM WITH SIMPSON ECCQ SCREWS,CLIPS&FASTENERS ARE CONDITION) NOTE:ALL DECK HANGERS, NAILS, COLUMN CAP TO BE HOT DIPPED GALVANIZED. TRUSS AND HANGER SCREWS,CLIPS&FASTENERS ARE BEAM, REF PLAN BY TRUSS MANUF TO BE HOT DIPPED GALVANIZED. SHEET NUMBER: / 24- DECK BEAM TO DEEP GL BEAM j 2'1 FLOOR FRAMING AT DECK iel $ FLOOR FRAMING SECTION AT LOWER ROOF 1715' 1 DECK - UPPER POST TO LOWER POST - CORNER SCALE: 1"= l'-0" SCALE: 1"= 1'-0" ` SCALE: 1"=1'-0" SCALE: 1"=1'-0" 56.2 / 16-7100 S6.2 16-7100 .?.6-2,) 16-7100 S6.2 16-T100 4 _ / _ , —).1"-- 2x WALL, REF PLAN NOTE: SIMPSON A35 AND WALL SHEATHING MIGHT BE ON THE OTHER SIDE OF THE WALL AT SIMW � -WALL SHEATHING, REF PLAN CONDITION. 2x SOLE PL W/ A ': --�+---- CONT DBL TOP PL 2x SILL PL, REF SHEAR WALL "....____________________________,-- , 0.148x3"@ 6"OCSCHEDULE FOR ATTACHMENTFLASHING BY OTHERS rA aSIMPSON A35 CLIP AT LTP4 CLIP _ ,.<PT DECK POST REF ( -I FLOOR SHEATHING& SPACING IN PLACE OF LTP4 CLIPS PLAN TOPPING REF PLAN ELEVATED CONC. REF SHEAR WALL SCHEDULE(48" • ////- ,....____-----FILLER STUDS AS REQ'D SLAB,REF PLAN OC MAX UNO) � � � � � � � ,� \ �`'— ENGINEERS1 UPPER HDR REF PLAN = SHEATHING 6x6 DF#1 LOWER -�-(4)0.148x3"NAILS TO „ » fv U L� L N\ EDGE NAILING MAIN OFFICE: INVERTED SIMPSON - HEADER-TYP HDR IF OCCURS 6969 SW HAMPTON ST y- ECCQ66 COLUMN CAP '� EA SIDE ' 1N ARCH FLOOR TOPPING PORTLAND,OREGON 7 DRAWINGS J)IIIIIIII: - _ • S / FLOOR SHEATHING 223 (503)6247005 REF PLAN # SIMPSON A35 AND SIMPSON HU I-JOIST PER PLAN BEND OFFICE: - 2x KING AND(2)2x CORRIDOR JOISTS, REF PLAN HANGER 745 NW MT WASHINGTON DR a: SIMPSON HUC HANGER CRIPPLE TO W/SIMPSON HU HANGER ' REF PLAN .. v` ' , -1 �� Rte ` %. v BED,#205 RE • • BETWEEN LOWER HDR III BEND,OREGON 97701 • AND CRIPPLE ♦ _ SUPPORT HDR SHEAR WALL EDGE NAILING fraellch-engineers.cam I =Iv." ? JOB# 16-T100 ji WINDOW TRIMS-NOT BEARING 2x KING AND 2x CRIPPLE -I-JOISTS A CORRIDOR JOIST, TO SUPPORT 2x SILL PL • (2)0.148x3"FACE _ `- ` I i � REF PLAN �„�9UCTU1 NAILS @ 16 OC-TYP 5 1/2x18"GL RIM BEAM �� I� Q 4 2x SUDS@16"OC E� r AT BUILT UP STUDS 2x SILL WEB STIFF BY JOIST MANUF AS REQ'D •c`�G•�` (alts/ AT OPENING _ 2x12 LEDGER W/(3)ROWS / SIMPSON TOP FLANGE _ CONT DBL TOP PL ---11`---- Wt 1/4"x 3112"SDS SCREWS 1 3/4"LSL CONT RIM W/0.148x3" HANGER,REF JOIST �� F� /© PT 4x DECK RIM I AS SHOWN BELOW 1547 ' PT BEAM REF PLAN WALLSHEATHING, REF PLAN 9�� r TOE-NAILS @ 8"OC&SIMPSON LTP4 AS SCHEDULE �"/ c-- GL DECK `' REQ'D TO DBL TOP PL SEE SHEAR WALL SILL PL(USE 2-2x6 WHEN / / -- SCHEDULE) _....-- 2xr e CzO ! BEAM REF PLAN 2x SILL �'s�/ SIMPSON HUC MECHANICAL UNIT OCCURS • \ vG Aga,, UNDER THE WINDOW) 0 A -9A.„--.....2...5C)' •1v•- -'7"1/:?Z 1/ HANGER \ CONT DBL TOP PL-REF DETAIL• • \ W 3/S6.1 FOR SPLICE CONN ��z �� ��--� WALL SHEATHING PER PLAN EXPIRES: 10- 8I/i 7 2x STUD WALL PER PLAN • cv --4-'— 34 POST ABOVE TO BEAM BELOW AT CANT. DECK 31 HDR CONSTRUCTION - 3 BAYS & 10'-0" TOTAL LENGTH MAX 28 CORRIDOR TO GARAGE 25 CORRIDOR JOISTS TO WALL SCALE: 1"= 1'-0" SCALE: 3/8"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 56.3 /� 16-1100 S6.3 16-1100 S6.3 16-1100 S6•3 16-T100 NOTE: ANY OTHER HOLE SIZE OR LOCATIONS MUST BE APPROVED BY ENGINEER OF RECORD WALL SHEATHING 2x WALL PER PLAN PER PLAN FLOOR TOPPING PER PLAN (2)1/2"DIA x 6"LAG UP) Z SCREWS AT 4'OC FLOOR SHEATHING PER PT GL DECK BEAM w = PLAN 2 A WITH SIMPSON 2x HOLE DIA W 2 w4 G.L.BEAM PER PLAN '� HUCQ HANGER y o " W C, _..i _ mi- w< \ „� w BENT PL%"x x16"LONG W!(6)1"DIA BOLTS TO GL S /, \ 1/3 DEPTH w - HEADER @12"GA ���//�/ //��' � o W a \ ( r ) w '^ Z TOP OF0 W.{J ( J(-- d PLATE ELEV. 0 JO %5SIDE PL'S AS SHOWN Wl _J W s t (2)1"DIA THRU BOLTS t° I,A, tr 1/3 SPAN MIN / / 1/3 SPAN MIN / O CI I 1 or�a-1 �„� 0 � ;cZ \ (a., El ALLOWABLE ZONES FOR W 0 0 Cl) TYP SINGLE 2"DIA HOLE / c% > 114 / \ 3" 6�� (MULTIPLE HOLES REQUIRE ���// c~n w , Q —v— PRIOR ENGINEER REVIEW) --Ag- {.L t ii !_ n m G.L.HEADER TO FLUSH WITH %"BRG.PL x AS REQ'D. JOISTS PERMIT SUBMITTAL 32 DEEP BEAM TO HDR CONNECTION 29 NOT USED 26 ALLOWABLE GL BEAM HOLE LOCATIONS -TYP AS REQ'D SCALE: 1"= V-0" SCALE: 1"= 1'-0" � g SCALE: 3/8"= 1'-0" S6.3 16-T100 S6.3 16-T100 6.3 16-T100 REV DATE ISSUE TITLE NOTE: � NOTE: II REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS - �' =11; CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. DBL JOIST AT EACH GUARDRAIL POST AIR GAP,REF ARCH PROJECT MANAGER: CN PLAN VIEW A-A v CONT DBL TOP PL DESIGNER: YS SHEAR WALL SHEATHING AS REQ'D I , REF PLAN(NO SHTG AT SIM) .> J DRAWN BY: FCE-ENG-4 DECK RAILINGS& SOLE PL W/16d @ 6"OC UNO ON ' • GYP REF ARCH \ I SHEAR WALL SCHEDULE TO RIM , •' PROJECT NO: 16-T100 GUARDRAIL POST SHEATHING U '�� DATE: 02/15/2017 fT A CONNECTIONS BY 11 SIMPSON A35 CLIP AT LTP4 CLIP 0 ��, OTHERS 2x8 PT BLK'G WITH ti Q SCALE: AS SHOWN 0.148x3"TOE NAILS AT SPACING IN PLACE OF LTP4 CLIPS FLOOR TOPPING REF PLAN u I SIMPSON A35 6"OC REF SHEAR WALL SCHEDULE(48" CL S I. OC MAX UNO) ►!I ►� _....44 6 _,...r °I !� ►� 'rr�'., vi'/!V o'er.p 2 � :;k / 7,�� \ (2}2x6 KINGS 4'-� Iii /FLOOR /iJi ni io,ice' ,o li.moi::; PTDECKJOIST12 PLEX BUILDING �`Ik!! �� BEYOUND SIMPSON TOP FLANGE � • M HANGER BY JOIST '►`► �4 i l MANUFACTURER WEB STIFFENER 2 SIMPSON CS16x AS SHOWN WHERE REQ'D \ !' STRAP FROM(2)2x6 UPHILL .• CRIPPLES TO DBL TOP PL 4x PT RIM BEAM �� SIMPSON HU HANGER _14, GARAGE DOOR • a HEADER, REF PLAN t �. SHEET TITLE: NOTE: PT GL DECK BEAM REF 31TOE-1NA8L'S @ 8"OC RIM &SIMPSON \ (2)2x6 CRIPPLES �. � FRAMING DETAILS ALL DECK HANGERS, NAILS, PLAN TO BE NOTCHED I-JOISTS, REF PLAN-JOISTS ,, SCREWS, CLIPS&FASTENERS AREAAT BOTTOM LTP4 AS REQ'D TO DBL TOP PL TO BE HOT DIPPED GALVANIZED. **DO NOT OVER (REF SHEAR WALL SCHEDULE) MAY RUN EITHER DIRECTION NOTCH** PT GL BEAM REF PLAN WALL SHEATHING CONT DBL TOP PL,REF DETAIL REF PLAN 3/S6.1A FOR SPLICE CONN 2x STUD WALL 33� CANTILEVER DECK BEAM CS SHEET NUMBER: 6.3 SCALE: 1"=1'-0° 30 PARTY WALL TO TYPICAL WALL CONNECTION 27 GARAGE DOOR HEADER CONNECTION � i6-T100 SCALE: 1"= 11-0" SCALE: 1"= V-0" - " S6.3 16-T100 S6.3 16-T100 S6 . 3 , Vr NOTE: 0.131 x 2112"@ REF DETAIL 2/S7.1 FOR BUILT-OUT NOTE: - �� .: 6"OC GABLE END TRUSS CONNECTION REF DETAIL 2/57.1 FOR BUILT-OUT - t" '�` 2x6 OUTLOOKER TO PERIMETER WALL. GABLE END TRUSS CONNECTION -. FLAT @ 24"OC TO PERIMETER WALL. 0.131x21/2"@ FR0ELICH Z-- - ,,, >„ _ _ r -< �, ,,, 2x BLKG W/0.162 x 3 6"OC 2x BLOCKING(MATCH (,`)�1 1/2"TOE-NAILS @ 6"OC /��r DEPTH OF TRUSS TOP TO TRUSS ROOF STEP 2x6 OUTLOOKER @ ROOF SHEATHING CHORD)W/(4)-0.131 x 2 DRAG TRUSS REF PLAN MEMBER 24"OC REF PLAN 1/2"NAILS ROOF SHEATHING /" MAIN OFFICE: N N T R s 6969 SW HAMPTON ST / 1 I / „/''// PORTLAND,OREGON 97223 EDGE NAILING (2)0.148 x 3"NAILS "' ,,, " "' "' "' ' �, --r ' ' -� ' "' �- 0.131 X 21/2"NAILS 6"OC(EDGE NAILING) '' 0.131 x 2 1/2" \` U u • 2x SHAPED BLOCKING AT@ ' (503)624-7005 @ FROM TRUSS TO x U jt' '�,I I I "; RIDGE(ALTERNATE ir 2 0.148 x 3" 4"OC TO BLKG LL�I %I �' �� BLOCKING EACH BAY) EDGE NAILING �,,�''/ BEND OFFICE: NAILS FROM • ••. B: 0.131 x 2 1/2"@ 6"OC ' „/ 745 NW MT WASHINGTON DR ,Ammm,�ri alimm m i mmAliailwomm F " (2)0.148 x 3 ROOF SHEATHING 2x SOLID BLOCKING /,,r MANUFACTURED SUITE#205 TRUSS TO �! (2)0.148 x 3 NAILS I NAILS FROM APRE MANUFACTURED ...e,v ,,, REF PIAN .� TRUSSES BLKG ' 1 2x6 TOP CHORD LET-IN TRUSS TO ^•0* FROM TRUSS TO ROOF TRUSSES .�"' �,, ",(0.""'' .�r i 2x6 OUTLOOKER BLKG ,l BLKG �"00' `"`���,\ "'��`� froeiich-engineers.com GABLE END TRUSS W/VERTS �►� 2x4 KICKER @ r.,i "'� I"--.,y JOB# 16-1100 24"OC MIN PROVIDE 1!2"APA ���� 48"OC NAIL i^� /'" iiiii 2x6 BLOCKING @ 2x4 4'-0"OC Wl 2 0.162 x 3 i' �„ ,r SIMPSON H1 CLIP @ ( ) W/(5)-0.162 x ,/ 48"OC(1)BAY ,. _ 1/2"NAILS AT EACH KICKER IF RATED SHEATHING W/0.131 x 2 1 3 1/2"TO AT EACH TRUSS KICKER LENGTH EXCEEDS 6'-0" 1/2"NAILS @ 6"OC EDGES& 12"OC FIELD 1r BLK'G ' CONTINUOUS DQUBLE . � T " l • PRE MANUF ROOF EDGE NAILING(REF SHEAR 2x TOP PL REF DOUBLE R 1 ' TRUSS MANUF TO 0.131 x 21/2"@ 6"OC - TRUSS @ 24"OC RIDGE BLK'G WALL SCHEDULE) j1 Gii\I t5;°� 2x6 DF#2 PROVIDE 2x BLK'G 1547 YR WALL SHEATHING ILEDGER W/(2) MEMBER FOR J I ---i, ��``.,� ,� 2x STUD WALL STUDS©16"OC '� ROWS OF 0.162 , ROOF STEP CEILING LINE „ x 3 1/2°NAILS @ OC TO 2x `� UNLESS NOTED OTHERWISE ( t�EGON a, 2x4 @ 4'-0"00 W/(2)0.162 x 3 6" BALLOON FRAME 1/2"NAILS AT EACH KICKER IF 1o / vS BLK'G END WALL TO / '' fi4). 4G� - -,,,_ CEILING LINE REF KICKER LENGTH EXCEEDS 6'-0" ,4, 25��v REF ARCH FOR MORE ^ sZ p.:P'3. 3/S7.1 AT VAULTS 2x4 BLOCKING AT KICKER W/ EXPIRES: r / , (NO WALL AT SIM) INFORMATION SIMPSON LU24 EA END TO TRUSS 1 I 2x4 KICKER @ 48"OC NAIL W/ / (5)-0.162 x 3 1/2"AT TO BLOCKING \ 10 STEPPED ROOF CONDITION 7 GABLE END TRUSS AT DECK 4 ROOF TRUSS RIDGE /7-1 ROOF TRUSS CONNECTION TO PERIMETER WALL SCALE: 1"= 1'-0" SCAL1"= 1'-o" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" S7.1 16-T100 7.1 16-1100 S7.1 16-1100 S7•� 16-T100 SIMPSON LSTA18 STRAP @ 4'-O"OC TYP ,,,,,i"" „N �,,,�" N. ROOF SHEATHING �,,.r'"0" �"ti„ REF PLAN BID ALTERNATE: ROOF EDGE ,,,..,„•••' ,,�" �„ EDGE NAILING(TYP) NAILING ,.••''` N."� TRUSS MANUF. PROVIDE TRUSSED OVER .�` 1�� FRAMING @ 24"OC CLIPPED DIRECTLY TO •f" DRAG TRUSS REF PLAN „f'� A 2x4 BLKG AT KICKER MAIN ROOF TRUSSES WI SIMPSON VTCR @ 48" 0.131 x 2 1/2"@ 2x BLOCKING(MATCH , ' ( OC IN LIEU OF 2x6 OVERFRAMING&POST,&2x DEPTH OF TRUSS TOP ' W/ 4 0.131 x NAILS (2)0.148 x 3" SIMPSON A35 24"OC MIN UNO ON pp @ FLAT 2x6 OUTLO�KEE� ROOF SHTH NAILS FROM THE SHEAR WALL SCHEDULE(RIM FLAT @ 24"OC REF PLAN \ oR0) i ;/ I- e.,-. 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Z MANUF ROOF TRUSS& tI 04144 SIMPSON LTP4 a HANGER BY OTHERS SIMPSON A34 FROM (2)0.162 x\112"112" (2)0.148 x 3" �.- 2x-TYP OVERFRAMING TYP W/ 2 W - F @ 24"OC 1 ROOF TRUSS �`', 0.162 x 3 112 NAILS AT EA } CEILING LINE W O as KICKER TO DBL TOP PL 1 TOENAILS AT NAILS FROM w.. > v� o REF PLAN �_ TRUSS 2x4 @ 4'-0"OC W/{2)0.162 x 3 {L w 0.131 x 2112'" EDGE NAILING(TYP) I WALL TRUSS TO t �,*/ @ BALLOON FRAME 1/2"NAILS AT EACH KICKER IF t j d Q DBL TOP PLAN REF 3/S6.1 � BLK'G �'z`s* EDGE NA .IR END WALL TO KICKER LENGTH EXCEEDS 6'-O" W WALL SHEATHING % r23 Icjoj WALL SHEATHING REF -• f SHEAR WALL SCHEDULE NOTE: DOUBLE TOP PL7 CEILING LINE REF REF PLAN REF ARCH DETAILS FOR ADDITIONAL REF 3/S6.1 3/S7.1 AT VAULTS -`___4__ ` 2x STUD WALL REF PLAN CONSTRUCTION REQUIREMENTS TO MAINTAIN REQ'D FIRE RATING. PERMIT /" SUBMITTAL 11 DRAG / GIRDER TRUSS TO SHEAR WALL $ TRUSS CONNECTION TO PARTY WALL 5 TRUSS OVERFRAMING 1 GABLE END TRUSS CONNECTION TO PERIMETER WALL I SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" S7••I / 16-T100 S7.1 16-T100 S'7•� 16-1100 S7•1 16-1100 REV DATE ISSUE TITLE TRUSS MANUF TO DESIGN ALL DRAG `' S AT 36 BREAK STRAP K AP AK 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. VAULTED (ONE BAY EACH SIDE) 3.TOP AND BOTTOM CORDS TO HAVE CEILING CAPACITY OF TRANSFERRING SHEAR VAULTED (LINE . ., ROOF SHEATHING REF ROOF EDGE NAILING LOAD THROUGH SPLICES ,�,, �f "' !_ PROJECT MANAGER: CN PLANS FOR DETAILS 4.EDGE NAIL SHEATHING TO DRAG f��fs�e��aR�4�r�r LINE TRUSS 11111111 DESIGNER: YS -1.._,, ,,, ,,, ,� u ,� ,,, ,,, ,,, ,,, „> DRAWN BY: FCE-ENG-4 PROJECT NO: 16-T100 (2)0.148 x 3"NAILS DRAG TRUSS REF PLANDATE: 02/15/2017 FROM TRUSS TO DBL TOP BLK'G PL SCALE: AS SHOWN <, SIMPSON STRAP REF PLAN /:› ROOF SHEATHING ,/,".#•• C DRAG TRUSS TO ,,...° �,,, BEAR ON SHEAR ' DBL TOP PL �,,,. WALL I J 0.131 x21/2"NAILS @ /"/" 12 PLEX BUILDING - 1 6"OC(EDGE NAILING) �,/"/ MANUFACTUREDRUSSES • : HI 0.162x31/22x SOLID BLOCKING /�j/ UPHILL TOE NAILS @ 8" 0111.11k / �� OG / EQUAL EQUAL SIMPSON H1 CLIP ��� AT EACH TRUSS SHEET TITLE: y ' 2 0.14$x3" 1 ROOF FRAMING 2x BLKG @ 24"OC SIMPSON LTP4 @ 24" NAILS FROM SIMPSON MTS20 (ONE BAY EACH SIDE) 00 MIN UNO ON THE TRUSS TO TWIST STRAP BEAM REF PLAN DETAILS SHEAR WALL SCHED BLKG (RIM JOIST CONN TO WALL SHEATHING REF DOUBLE TOP PL) ___„,,_\... -�`- -+� SHEAR WALL SCHEDULE 2x STUDS @ 16"OCPOST REF PLAN 2x STUD WALLSOLE PL REF PLAN WALL STUDS 0 f REF PLAN SHEET NUMBER: 12 DRAG TRUSS CONNECTION TO SHEAR WALL 9 DRAG TRUSS TO WALL 6 ROOF TRUSS CONNECTION TO EXTERIOR BEAM 3 WALL & GABLE TRUSS CONFIGURATION AT VAULTED CEILINGS SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1/2"= 1'-0" 57.1 16-T100 57.1 16-1100 S'7.1 16-1100 S7.1 16-1100 - S7 . 1 ---'14,,-, PRE MANUF ROOF PRE MANUF ROOF 2x BLKG W/0.162 x3 14414, TRUSSES, SEE PLAN TRUSSES, SEE PLAN 1/2"TOE-NAILS @ 6"OC FOR TYPE&SPACING FOR TYPE&SPACING TO TRUSS ROOF STEP f 0.131 x 2 1/2"@ MEMBER 6 OCTRUSS PER PLAN GIRDER!DRAG TRUSS 2x6 OUTLOOKER PER PLAN FLAT @ 24"OC Vi 1 ? 17: I „....' I( I pr- ......1:1111_,..- ..-- FROELICH ENGINEERS1 I T Ilt.734":"--fi ,,..-• MAIN OFFICE: DRAG TR S OR GIRDER 111, L „„...- , ,,,,„„-• ,....„,..*'' 6969 SW HAMPTON ST TRUSS REF PLAN ...„,„.--- ,..-'• PORTLAND,OREGON 97223 EDGE NAILING .0,0° (503)624-7005 0.131 x 2 1/2"@4"OC BEND OFFICE: TO OUTLOOKER --,./‘-\._ OREGON 97701 1-, 1. /, r /, r ,r,, ,,/, , .. I,/ k_ 6 la A PRE MANUF ROOF TRUSSES ...,:C:0:D11.10GIE3:::xN,ROI,I,NiOL::2,.(41„..„,...„...,,,,_..e.:10,,,. <-" froelich-engineers.com BS74EU5NI TNDEW, JOB# 16-T100 PRE MANUF ROOF- ,..-. TRUSSES u ssEs BLOCKING WI(BETWEEN ROWST WE EN0.148 ‘,..., „.-- W/2xB(2L)ORCOKWI NsG08.1E4TW8 TRUSSESxE3E,NNAILS12. TRUSSES BY OTHERS 2x6 BLOCKING @ , 0 x 3"NAILS @ 12"OC TO ............--- GIRDER TRUSSPER 5IS7-1 6"OC) oe OC TO GIRDER TRUSS OVERFRAMING .< OVERFRAMING 48''OC(1) BAY 1 1 CONToo..„.13E1NRx A:1:F2.a. fHE:HING, ,,,....,,,,,, : PER 5/S7.1 s-04,13 C i(49 -0-- ry oit 1 r/I ral 1 Yr IL ,...ifi 2x6 DF#2 LEDGER W/(2) ‘'"C\*:::3, ROWS OF 0.162 x 3 1/2" TRUSS MANUF TO IP' I C, ' 14 NAILS@ 6"OC TO 2x BLKG PROVIDE 2x BLK'G czi-4.1 1--37 MEMBER FOR FOR \\— PRE MANUF ROOF _........040000, TRUSS HANGER BY \\— PRE MANUF ROOF ROOF STEP TRUSSES, SEE PLAN FOR MANUF TRUSSES, SEE PLAN FOR 7--- / TYPE&SPACING TYPE&SPACING Irwr aREGON -- - --7. t., :1110 \\\\\ #205 A' WASHINGTON DR cPN 4 2x STUD WALL 4'12 M.0 WALL SHEATHING EXPIRES: 12131/L1 PER PLAN&SHEAR WALL SCHEDULE --1--; ROOF CONNECTION AT STEP 16 TRUSS AT WALL 13 TRUSS TO GIRDER/ DRAG TRUSS s7..2) SCALE: = 1'-O" S7.2 SCALE: 1"= 1-0" S7.2 SCALE: = "" SHEAR LOAD=520 LBS xp ''''‘it" '''"'N/ .e...• S 2x BLOCKING BETWEEN TRUSSES TO RECEIVE THE ROOF EDGE NAILING PRE-MANUFACTURED TRUSSES 5(' In.". @ 24"OC ATTACH TO WALL& GIRDER TRUSS W/SIMPSON H1 A - A z PLYWOOD EDGE NAILING W W .4 AL, _/(AL ,....„,„,..- e- NV ROOF SHEATHING SEE r7:\- ...„0„.„,„..." a. 0 PLANS ,...-- o g ...., CONT DEL TOP PL SIMPSON STRAP PER PLAN „,..„,„...... _ PRE MANUF ROOF TRUSS lit:( : 0 UI >-8 w 0 0 0 Co z' • TRUSS BLOCKING PANELS BY I,- SHEAR WALL PER o ....1 Si o PLAN TRUSS'INUT ' .162 x 3 1/2"@ F- ..., z 0 I z w Ili 8"OC 1 < 0 '„...0 _ GIRDER/DRAG jr TRUSS PER PLAN (2)2x6 POST • SHEAR WALL --SIMPSON H1 ANCHOR AT Etc' W (.) ° I= 03 EDGE NAILING 14 EACH TRUSS W r- / CONT DOUBLE TOP PL SHEATHING,SEE SHEAR SEE DETAIL 3/S6.1 FOR WALL SCHEDULE SPLICE PERMIT 2x STUDS @ 16"OC TYP SUBMITTAL ( 17 DRAG / GIRDER TRUSS TO WALL 14 TRUSS BLOCKING TO WALL S7.2 SCALE:- iI"= 1-0" S7.2 T ..1'-ii,%1"= 1-0" CONT DBL TOP PL REV DATE ISSUE TITLE 2x STUD WALL PER PLAN 2x4 FLAT BLKG BETWEEN STUDS CS16 x AS SHOWNRIDGE BLOCKING FROM DBL TOP PL ------jr PER 4/S7.1 ROOF EDGE NAILING TO 2x CONT BLOCKING BETWEEN TRUSSES TO 2x4 FLAT BLKG SIMPSON LSTA18 @ 48"OC PROJECT MANAGER: CN CENTERED BETWEEN TRUSSES • CONT DBL TOP PL ,410' ...'*/ '4* ROOF SHEATHING DESIGNER: YS 0 e'e4. 4P4 4' PER PLAN DRAWN BY: FCE-ENG-4 4.,..., -,... PROJECT NO: 16-T100 -- ...------ .•-• Jr.....--- ..----.--;- I 4.,.., • 4., -4. -.., '., '4. DATE: 02/15/2017 SCALE: AS SHOWN 4. • ..., ROOF TRUSS r PER PLAN 12 PLEX BUILDING - UPHILL 111111 I -vit- 1100. 4111411/4 SCIIVIOPN:ODNB:11TOCIP: 2'-0" 4'-0" ING / / / AT EACH TRUSS STUD WALL ROSO7F EF-zrAITLI\EA: DETAILS PER PLAN 18- SHEET NUMBER: SHEARWALL CONNECTION AT DOUBLE TOP PLATE STEP _,y um1". 1....0" 57.2 15 S7.2 ROOF TRUSSES TO BEARING WALL Tesrail in= 1'-O" 7 • 2 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) - UNIT COUNT TYPE UNITS PROVIDED \ ,' TOTAL TYPE B z- 0 *CO -_ - BLDG TOTAL ACCESSIBLE NOTES BLDG THERE ARE A TOTAL OF 141 APARTMENT UNITS BASEMENT FIRST FLOOR UNITS REQUIRED / UNITS NOTES BLDG BIKE PARKING ► BASEMENT FIRST FLOOR ON THIS SITE.PER OSSC 1107.6.2.1.1,AT LEAST 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. IZ PROVIDED A 0 1 1 CLUBHOUSE BUILDING A 0 1 \\ � 1 2%OF UNITS ARE REQUIRED TO BE TYPE A. A 0 CUSTOMER COMPARTMENT REACH RANGE MUST BE \ THEREFORE, 3 UNITS(141 X.02)ARE REQUIRED. WITHIN 48"AND 28"AFF.SEE 4/A8.04 FOR ADD INFO. �,� >. - B 4 4 8 B 4 3 i 7 B 16 . , ��� \ , WE HAVE DESIGNATED 4 UNITS AS TYPE A. `�~� IllW C 2 2 4 C 1 2 v / 3 C 6 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL 3 ,, ,-> D 0 4 \i 4 BASEMENT LEVEL ARE GARAGES D 6 SERVICE THAT MAILBOXES COMPLY WITH USPS i D 0 4 4 BASEMENT LEVEL ARE GARAGES i\ BLDG TOTAL TYPE A UNITS PROVIDED E 0 4 , \ 4 BASEMENT LEVEL ARE GARAGES E 16 REQUIREMENTS. ALL MAILBOXES SHALL BE AF E 0 7 7 BASEMENT LEVEL ARE GARAGES \ - F 0 7 / N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING F 16 FLORENCE 1570-16SDAF. OtE�k Architects, Inc \ BASEMENT FIRST FLOOR F 0 7 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING G 0 4 ,/ \ N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING G 6 G 0 4 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING H 1 f \ 1 BASEMENT LEVEL IS NOT SERVED BY ACC PATH FROM PARKING A NO BASEMENT 0 H 6 3. SEE SITE DEVELOPMENT SET FOR ADDITIONAL INFO. 808 SW 3rd Ave, Suite 300 H _ ` = __ 2 2 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING J _ 3 ,� \\\ 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 _ '_ 4 4 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING TOTAL ,' \ 23 C 0 1 TOTAL 88 Phone 503.287.6825 TOTAL 30 D 0 0 Fax 503.415.2304 TOTAL(ADJUSTED) 30 X.75=23 25%OF SITE AREA EXCEEDS 10%SLOPE,75%OF SITE IS LESS THAN 10% E 0 0 LEGEND PER OSSC 1107.7.4 SLOPE.THEREFORE, A FACTOR OF .75 IS PERMITTED IN CALCULATING THE TOTAL COUNT.THIS RESULTS IN 23 TYPE B UNITS BEING REQUIRED. F 0 0 ACCESSIBLE PATH (OSSC 1107.7.4) G 0 River Terrace East -- ---.`�� J 0 1 SW Roy Rogers Rd. .rl! Tigard, OR 97223 "� TRASH ENCLOSURE--..‘ _ _ - — — - - - SEE TRASH ENCLOSURE -- — _ - / DRAWING SET _ _ _ '� - TRASH ENCLOSURE- _ _ _ �r f f _ _ ._-� __ _ _ - - — - �` SEE TRASH ENCLOSURE _ ----- _ � .. _ -- -------------------___-------------- ---___.________L----__ _ - - _ _ _ - _ DRAWING SET — -- C — --_ __ \ C I (r 111111 �, -10.1111 '' /��.- / V / 4 11111141.111111: I I /' I I / �� ���,, ����,1, /� / I 42'-10112" BLDG H . West Hills 10PG Ilia � / ► ; C 12 PLEX 1PHILL / / 11111111 �oQM�s.pA,PNS �� c an Development ..‘ pE`I OSGP f- �`'!!►� //� , r�L BLdG F , r., �Scc --0 —- ,,i s , , I '' C I mow— 21 FLEX , :}. I >•i.■�NEU 735 SW 158th Ave., Beaverton, OR 97006 TRASH ENCLOSURE- . I ° I , y�'- �� I I �� / 1 SEE TRASH ENCLOSURE I I I I / -' DRAWING SET '' ,,,ii:::' . I I I I =i IF C Ell ,% I t � � i t i / -if / ,� �' ,-�� �, �° i �'; 69'-01114" `, I � + I .. t /�' v ,/ �...�, BLDG D C , j I - BLDG B �� minow- 12 PLEX DOWNHILL I - 1,,,,,:: / IIS 22 PLEX �.: C I r _ I I IIIII / e -- r�� � r PlCNINC �, `E t ,, -____________i , i l� I I COVERING :f:''': I f I • I I , , I: 1,:t."PicN, SEE EA )GR 4:: t',:'• '; ,. jj 4. i..:I // I C • +.v.. MK \ '0 I I// -' c Q c o3 j IIII�e1IIII�IIIE �= IN 8 __.rte rrY ..r �� k'' '. EMI: / 40 e,_ 0 IMIIIIPum *, 711111111 2 / ! `� i :, I �� ur / 0 . all ::' MIMI / BLDG A I „ 9 C Q I _________________________________________ J \\\ \ / I f rn 1111111 ': CAril o + 2i _ 1 0.1 I I I I I I I I I: �.`"' ..:..� /. CLUBHOUSE t F. BLDG E .1,74,7,,,:..N.,, :.; + * , ,� . • �',M,� �� ►�v /� r 21 PLEX \� .\ - BLDG J ,. + C �����!���� �� � �� , � �� Met '',. it li ° , I 3720 Q 22PEXSIMI i\ , " f 1 rte ';J I MI 11110111MI 4 fIRp(Iiiiiet.FLEIERn I ( 75 -8 11 111.1 JI ,\ j` �0. ���� • M�;. o. • . .. �, . MAIL BOXES C B4DG C C �..lij .... �.y A ,OR v\ \ gip. 441 I C 12 PLEX UPHILL ,�� " ` MIMI \ ;AAs,•••. `. "- 1' r+ i , /111111.M."111.1 � I I �n1 . .. .. .. . \ / A . .. ..,. . .. .., .. . . , rill.11111" �I C \ \\ e a , . .. - , I C leo, , I � BLD GIli E c , ai \ a s --- I t �� , C + a.In \ \ •��• ••- ., „ . o j C I , �� 12 PLEX DOWNHIL , _1111111111101 \ �® a0 I I I Milli I I C o � ' \ (11 \ \\ • POOL I x_; ,; I I I i M �� AREAail / \ \ 71A . C , mom i IIl , I I Site Reference ,7.,- \ \ \ i\ if.7 , ° �� �� v - C IMIL� ....� Plan N ,� \ \ • - �•"� r 1 I Nto., ,EE, I ) c , .:„.„.„,„,,..,..„,_.,...,,,,,:::,1/4„....7* ,ff';'/le,147,. -,4 ,,i,•..r'"'' ''0 g'-',..,N. i', „„. IIIIIIWUMIMININM} C \ 1. \ \ - - Airmit„ SM. CL f/ al +6 \ Po \ tee ; I _ ISI at I \ I .4.17:11.,,,,,:. c Z—__ _ \ \ \ : r I _ — — — — — — \-� Pt--rit -Tfi-Drtr-Tfra74----m--#.r.mptffftrq \\ 1\\ / / SEE CIVIL FOR CROSSWALK - - - - - - - _ _ _ \ -- ADA PARKING PAVERS, SEE - - _ - \\ DETAILS SITE DEVELOPMENT TRASH ENCLOSURE- I - - _-_=.=___- - .7:--7-.___ - \ \ PACKAGE SEE TRASH ENCLOSURE PROPERTY LINE V.. \ , ' DRAWING SET \ i t \\ cr I # Date Description os N \ \ Revisions OI \ \ \ , FEBRUARY 15,2017 Date o \ \ I U \ I' \ BB,KB,SM Lu \ Designed By cu w . i \\ a \ + WY,ZD, NM,NE I- \ .- Drawn By > \ ' --- -- I BB, KJ \ r I �` Checked By E . I 17857 Project Number ov 6 os Vsz F-11=t I 1 SITE REFERENCE PLAN o 15 30 60 AO . 02 Sheet Number D A0.02 SCALE: 1"=30'-0" U Copyright 2016 U it If this drawing is less than 24"x 36",it has St been reduced.Scale accordingly. w a AREAS' COUNTY GENERAL INFORMATION BUILDING "EXITING"-TABLE 10212(1) 0 ' - _ s =_ - PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 OCCUPANT LOAD EXITS REQUIRED EXITS PROPOSED BASEMENT FLOOR PROJECT DESCRIPTION: 12-UNIT MULTIFAMILY APARTMENT COMPLEX BUILDING --s . ® UNITS: 1,652 SF BASEMENT 16 1 2 STAIR/EXIT PASSAGEWAY: 679 SF FIRST FLOOR 21 1 2 =` A VO DECKS: 125 SF STORAGE: 538 SF PROJECT ADDRESS: EAST SIDE OF SW ROY ROGERS RD.,TIGARD,OR }�>; ,' - -----F4.--- TOTAL: 2,994 SF SECOND FLOOR 19 1 1 - -,� _-- FIRST FLOOR BUILDING CODES THIRD FLOOR 19 1 1 UNITS: 1,673 SF • 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) Otak Architects, Inc • 2009 ENTRY/STAIR/EXIT PASSAGEWAY: 701 SF ICC/ANSI 117.1NOTES 808 SW 3rd Ave, Suite 300 GARAGE: 1649 SF • MECHANICAL,ELECTRICAL,PLUMBING&ENERGY CODE • EGRESS WINDOWS ARE LOCATED AT EACH BEDROOM,SEE WINDOW SCHEDULE,A1.11. FIRE SPRINKLER: 47 SF • FIRE SPRINKLER CODE-NFPA 13R • BUILDING EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM PER OSSC 903.3.1.2. Portland, OR 97204 DECKS: 125 SF • EXIT ILLUMINATION&SIGNAGE PER CODE REQUIREMENTS(ELECTRICAL DESIGN BUILD) Phone 503.287.6825 TOTAL: 4,195 SF BUILDING "CONSTRUCTION" DATA • ONE EXIT REQUIRED FOR BASEMENT,FIRST,SECOND OR THIRD STORIES WITH A MAXIMUM OF 4 DWELLING Fax 503.415.2304 SECOND FLOOR UNITS AND 125 FEET MAXIMUM EXIT ACCESS TRAVEL DISTANCE UNITS: 3,574 SF CONSTRUCTION TYPE(S) V USED IN BUILDING TYPE B STAIR/CORRIDOR: 574 SF BUILDING "FIRE DETECTION AND SUPPRESSION" DECKS: 268 SF V-B ALLOWED PROPOSED TOTAL: 4,416 SF TYPE/CLASS/AREAS BUILDING HEIGHT(PER OSSC TABLE 503&504.2) 60'-0" 35'-8" PROVIDED REQUIRED PER OF COVERAGE p THIRD FLOOR River Te l paCe East UNITS: 3,553 SF STORIES(PER OSSC TABLE 503 W/504.2) 3 3+BASEMENT FIRE ALARM SYSTEM YES YES OCCUPANT STAIR/CORRIDOR: 574 SF OSSC 907.2.9.1 NOTIFICATION DECKS: 268 SFBUILDING "OCCUPANCY" DATA EXCEPTION#2 SYSTEM TOTAL: 4,395 SF SMOKE ALARM SYSTEM YES YES-OSSC 907,2.9.2 PER OSSC 907.2.11 TOTAL BUILDING OCCUPANCY CLASSIFICATION GROUP(S) R-2-RESIDENTIAL * SW Roy Rogers Rd. UNITS: 10,450 SF S-1 -STORAGE AUTOMATIC SPRINKLER SYSTEMYES YES-OSSC 903.2.8 NFPA 13R ENTRY/STAIR/CORRIDOR: 2,528 SF S-2-GARAGES GARAGES: 1,649 SF STANDPIPE SYSTEM NO NO-OSSC 905.3.1 Tigard,c' I"d, OR 97223 FIRE SPRINKLER: 47 SF OCCUPANCY SEPARATION R-2/S-1, R-2/S-2,S-1/S-2: 1 HOUR VISIBLE ALARMS NO NO-OSSC 907.5.2.3.4 STORAGE: 539 SF - DECKS: 787 SF OCCUPANCY LOADS PER CODE PLANS ON FOLLOWING SHEET CAPABILITY TO BUILDING GRAND TOTAL: 16,000 SF AUDIBLE ALARMS SUPPORT YES-OSSC 907.5.2 THROUGHOUT BUILDING AREA SUMMARY FIRE EXTINGUISHERS YES YES-OSSC 906 NOTED ON PLANS OCCUPANCY GROUP S-1 S-2 R-2 TOTAL *EXTERIOR DECKS/BALCONIES AND STORAGE ARE NON-RATED AND SPRINKLED BASEMENT 539 SF 2,455 SF 2,994 SF OCCUPANCY VENTILATION REQUIREMENTS FIRST FLOOR 1,649 SF 2,546 SF 4,195 SF FLOOR AREA(SF) REQUIRED PROVIDED VENTILATION AREA(SF) VENTILATION AREA(SF) SECOND FLOOR 4,416 SF 4,416 SF UNIT 1.1 THIRD FLOOR 4,395 SF 4,395 SF LIVING/KITCHEN/DINING 416 16.64 58 A! Hills TOTAL 539 SF 1,649 SF 13,812 SF 16,000 SF BEDROOM 125 5.00 13.6 {(y (-jt ` ALLOWABLE PER FLOOR FOR R-2 OCCUPANCY 10,290 SF(SEE NOTE) UNIT 1.1 TYPE A&TYPE B Development NOTE: LIVING/KITCHEN/DINING 402 16.08 58 735 SW 158th Ave., ALLOWABLE AREA PER STORY W/INCREASES:Aa=At+(At x If)+(At x Is) BEDROOM 118 4.72 13.6 Beaverton, OR 97006 At=ALLOWABLE AREA PER TABLE 503=7,000 SF If=INCREASE DUE TO FRONTAGE=((226.0 ft/286.0 ft)-0.25)(26/30)=0.4700 UNIT 1.2 Is=INCREASE DUE TO SPRINKLERS=0 LIVING!KITCHEN!DINING 397 15.88 58 Aa=7,000 SF+(7,000 SF x 0.47)+(7,000 SF x 0) BEDROOM 125 5.00 13.6 Aa=7,000 SF+3,290 SF Aa=10,290 SF UNIT 2.1 TYPE B&2.1 TOTAL ALLOWABLE AREA PER BUILDING:30,870 SF LIVING!KITCHEN/DINING 426 17.0 45.8 BEDROOM 113 4.52 13.6 FIRE RATING REQUIREMENTS FOR BUILDING ELEMENTS -TABLE 601 MASTER BEDROOM 191 7.64 13.6 STRUCTURAL BEARING BEARING NONBEARING NONBEARING FLOORS ROOFS UNIT 3.2 FRAME EXTERIOR INTERIOR EXTERIOR INTERIOR • LIVING/KITCHEN/DINING 502 20.1 54.4 V-B NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED MASTER BEDROOM 172 6.88 13.6 BEDROOM#1 129 5.16 13.6 FIRE RATING REQUIREMENTS FOR PARTITIONS BEDROOM#2 152 6.08 6.8 FIRE WALLS(OSSC 706): N/A NOTES: 1. ALL BATHROOMS ARE MECHANICALLY VENTILATED,SEE MECHANICAL DESIGN BUILDING FIRE BARRIERS(OSSC 707): DRAWINGS. SHAFTS, EXIT ENCLOSURES,EXIT 2-HR WHERE STAIRS CONNECT 4 STORIES OR GREATER 2. REQUIRED VENTILATION AREA IS CALCULATED AT 4%OF THE FLOOR AREA. PASSAGEWAY,OCUPANCY SEPARATIONS FIRE BARRIERS(OSSC 707): ENERGY CODE REQUIREMENTS INCIDENTAL USE AREAS N/A FIRE PARTITIONS(OSSC 708): REQUIRED PROPOSED totl DWELLING UNIT SEPARATION, 1 HR ,, d MAXIMUM ALLOWABLE WINDOW AREA 30% 17% Vi'' FIRE PARTITIONS(OSSC 708):CORRIDORS 1/2 HR 3720 VINYL WINDOWS U 5 0.35 U 5 0.35BRIAN R.FLEENER fA HORIZONTAL ASSEMBLIES(OSSC 420.3,711) 1 HR a 7413/17 . GLAZING SHGC(ALL TYPES) 0.4 0.4 MAX OTHER WALLS INCLUDING WALLS SUPPORTING RATED HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE PORTLAND,OR RATED PER OSSC TABLE 601 &EXCEPTIONS OF OSSC 711.4. EXTERIOR SLIDING PATIO/DECK DOORS U S 0.35 U 5 0.35 DOORS SHALL HAVE THE FOLLOWING RATINGS: OF 0 EXTERIOR DOOR(METAL FRAMING) U 5 0.80 U 5 0.80 • UNIT DOORS IN CORRIDOR-20 MINUTE DOOR LABEL • UNIT DOORS IN EXIT PASSAGEWAY&GARAGE MAN DOORS-60 MINUTE DOOR LABEL OPAQUE DOORS • U 5 0.70 U 5 0.70 • STAIR DOORS-60 MINUTE DOOR LABEL • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION • SMOKE GASKETING AT CORRIDOR WALLS ABOVE GRADE-WOOD FRAMED R-21 R-21 N EXTERIOR WALL RATING -TABLE 602 WALLS BELOW GRADE R-7.5ci R-7.5ci Plex Uphill M FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED CONSTRUCTION OCUPANCY GROUP R-2 ON FIRE SEPARATION DISTANCE(OSSC TABLE 602): TYPE UNDER FLOOR INSULATION R-30 R-30 MIN MX<5': V-B 1-HR ATTIC CEILING INSULATION R-38 R_38 Building C Code izz ; 5'S X<10': V-B 1-HR SLAB FLOOR EDGE INSULATION R-10(2'-0"PERIMETER) R-10{2'-0"PERIMETER) Summary c� ° 0 10'5 X<30': V-B o HAZARDOUS MATERIALS a X 30': V B 0 NO HAZARDOUS CHEMICALS AND/OR MATERIALS ARE PRESENT OR HOUSED IN THIS BUILDING. NOTES: ACCESSIBILITY 1. LOAD-BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH THE FIRE-RESISTAVE RATING REQUIREMENTS OF OSSC TABLE 601. ALL ACCESSIBILITY REQUIREMENTS ARE INTEGRATED RELATED TO THE BUILDING IN GENERAL AND COMMON ELEMENTS AS WELL AS TYPE A AND TYPE B ICC/ANSI-2009 COMPLIANT UNITS IN THE NUMBERS REQUIRED PROVIDED CODE PROVISION REQUIRED BY THE OSSC OVER THE SITE.TWO PERCENT OF THE TOTAL UNITS ON SITE,THREE MINIMUM, ARE REQUIRED TO BE TYPE A ICC/ANSI ACCESSIBLE DWELLING UNITS PER OSSC.FOUR UNITS ARE ROOF CONSTRUCTION CLASS C CLASS C OSSC TABLE 1505.1 PROPOSED TO MEET TYPE A ICC/ANSI ACCESSIBILITY REQUIREMENTS AND ARE LOCATED IN BUILDINGS B, C,H&J. $ ATTIC DRAFTSTOPS 3,000 SF OR ABOVE SEE ROOF PLAN OSSC 718.4.2 PLUMBING FIXTURE COUNT REQUIREMENTS EVERY TWO EXCEPTIONS#3 i # Date Description DWELLING UNITS, R-2:ONE EACH IS REQUIRED AND PROVIDED:WATER CLOSETS,LAVATORIES,BATHTUB OR SHOWER. (1) WHICHEVER ISAUTOMATIC CLOTHES WASHER PROVIDED PER UNIT. Revisions w SMALLER February 15,2017 lii co MAXIMUM AREA OF EXTERIOR WALL OPENINGS (OSSC TABLE 705.8) UNDERGROUND & PADMOUNTED TRANSFORMERS Date U 0-3' >3'-5' >5'-10' >10'-15' >15'-20' >20'-25' >25-30' >30' SEE CIVIL SITE DEVELOPMENT SET&PGE DRAWINGS FOR UNDERGROUND&PADMOUNTED TRANSFORMERS 5 N UNPROTECTED, NOT NOT 10% 15010 25% 45°I° 70% NO LIMIT Lli SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND DEFERRED SUBMITTALS Designed By. g NON SPRINKLED PERMITED PERMITED NM,ZD SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE SHEET A0.01 1- NOT o 0 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING PACKAGES. Drawn By PROTECTED PERMITED 15l0 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT BB,KJ RADON DETECTION . co Checked By t NOTE: E • THIS BUILDING IS ALLOWED TO HAVE UNLIMITED UNPROTECTED OPENINGS PER EXCEPTION# SEE MECHANICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 1812. 17857 3 2 OF OSSC 705.8.1;WALLS ARE NOT REQUIRED TO BE RATED PER TABLE 601 AND ALL 9 EXTERIOR WALLS HAVE A FIRE SEPARATION DISTANCE GREATER THAN 10 FEET. CARBON MONOXIDE DETECTION Project Number CT SEE ELECTRICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 908.7. e a) AO • I Icom - v Sheet Number Copyright 2016 9 it If this drawing is less than 24*x 36",it has been reduced.Scale accordingly. 0) C . . ' --,...- ---- --- -,.. _.---.-- ::- - --4 CODE LEGEND 42' -6" 45'-8" STORAGE STORAGE STORAGE STORAGE BIKE STORAGE EXIT TRAVEL / EXIT TRAVEL EMERGENY EGRESS PATH, --- ez:,_ _w--• - .:•,1,,,:"!,-.:.;..:-,,:''.,,;,,,4040 ___=-7,-- i -.__'9 - DISTANCE DISTANCE \ OLF 300 OLF 300 OLF 300 OLF 300 OLF 300 , ____________ ..L.”....--...1.1,--....4....•r PATH IS 31-0".PROVIDE 1 er --I:3 .... - FOOTCANDLE LIGHT AT FLOOR 1 OCC 1 OCC i 1 OCC ,1 OCC- . 1 OCC EL4I,____0__ _ . :kr' LEVEL DO NOT EXCEED MAX TO , ' wl 81 SF 62 SF : ;61 SF ' " " ' - T : 62 SF ril.:Li Li- 1 =T..-.... -1.-, Try MIN ILLUMINATION UNIFORMITY 1 J ,4 ID r _ MID SIM : - .1. 1 RATIO OF 40 TO 1. EMERGENCY ' LIGHTING TO BE PROVIDED BY Otak Architects, Inc ---....;.-- ,.- . UNIT 3.2 10 I UNIT 1.2 [ BATTERY BACK-UP. trt.i2IMICIIMS.Itaili. T.. 808 SW 3rd Ave, Suite 300 I. OLF 200 1 ! I OLF 200 . - 4- - - - - EMERGENCY EGRESS PATH Portland, OR 97204 I . { . . " 1 UNOCCUPIED UNOCCUP . D UNOCC UNOCC UNOCC UNOCC UNOCC , . 6 OCC 4 OCC ' , I , OCCUPANTS EXITING PER EXIT Phone 503 287 6825 i Cs 1; 0 . STORAGE I CRAWL SPACE CRAWL SPA' E CRAWL CRAWL CRAWL CRAWL CRAWL STORAGE ! 1159 SF 613 SF LOCATION Fax 503A152304 ! , I OLF 300 SPACE SPACE SPACE SPACE SPACE OLF 300 i cl 1: ' . , 1\s, 1 , 1 77--c- FEC FIRE EXTINGUISHER CABINET i OCC ' I: 1 1 OCC _____, ; , ..- 'V- „ WITH FIRE EXTINGUISHER -1 1 i , _ 82 SF • 8 A 56 SF i , , ' L.....1_,..„ k k ; r 1 --idatim- ft , r OLF OCCUPANCY LOAD FACTOR i n•mm•mmsuol-- ----j ISIIIIMIN I _ \ 1 _ ,_, , • „.. , _ _ °cc River Terrace East i OCCUPANT LOAD • _ / F lir{ : 1 ,..:-, \ i ! . , , , , , •„. ,. r_ . , I - \ ra-1 1 EXIT SIGN i , 7 1 : 1 .---.:- 1\11.2 _ , 1 1 ___ . -II -.z) , - i i 17_ :: , r /; ;,,V t •1) t ,„.. , -r -; 1 ownwro amoune amiiri IIIIMIMMIO 1 i \ 4113•1 3111•11MIWO MINIIIINIM MIMININIM JL3-3 '''''' { I „1(77 '•.' V ' ) ''' ' •' 4111/11111M113 31111•31. PROVIDE 1-HR RATED FIRE Nia. ,1 OMR 11111•1111111110 411111110 PARTITION AT CORRIDORS OR BARRIER AT EXIT PASSAGEWAY. SW Roy Rogers Rd. 0 , 61.11:\ .14st,ORRIDO- NIFIFIJL , {‘.), ri::II.......f.1:))mown.._ CORIIR_ID_O_R____ . NV. PROVIDE 20 MIN RATED DOORS AT CORRIDOR AND 80 MINUTE AT EXIT Tigard, OR 97223 .- _. \ . .46..., ,..,......,..„ ,AMNII. . . - • ,. I ' ..--.......- I _ \ PASSAGEWAY. c== _1___it • _ A IP (1) -L.--i._4. ,---.--Th -- --, -j-- 1 ' i(1 ' I R Ii------, ) STAIR .--1Sr \ A..- ----1-----L--ir • I _77..,I k Ali • I ''''''1 tr '' !1 Jilt ( • ) - •:.;.a.?..a... y t- , 1 _;,_.___:_-_, -1 . , . ---1 i----11=T; \ I 4 j v \ -- 1 41111111111 NO 411•101101MINE PROVIDE 2-HR RATED FIRE , J./0 ' 1 Il 474. , ' t 1..„ \ i , 1 a I) 7---, :11 ,... BARRIER.PROVIDE 90 MIN RATED I I ' • ;:,.7,, 1-11rs' I i TAL): 3 ' J1, ..,., -1:01..• 'Ll; i -t .,_ 1 iLr-r- ..,/A .._..) , UP i 1 ' , DN 'I‘`--- II _ II k - --- ---, I k,,,,_) ( i MN 1 1.I ci i DOORS - ,q., r ---- 1 _ 1 CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE TOP / I 1 'k - -- - L. 1 , . „--- . I I 4 _ ......... I : / I ,Z,-*\N 7 " I f \I j ' IF-Tr_sE II _ii, _r 4.777 L --- 7 i -I • .1 \ / . , li a- 1 r----ni , OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE \11 J Lih:-.11 I I 1 , i t--4-2 ' I ‘1--- li UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE AND L. ........N -4,....1 I 7- --i ------ r - 1 , '\, I ----->-"' SHALL BE EE CONTINUOUS JABITTHARCOHUEGDHTHCEORNECTEAO.LEFIDRBEPBATERBIrS J ,...„.„.1', I k -74r- -,....._I \r- .---/ V -......,-, , V JNIT 1.1 - B I i 1--- \\,...„._:14:---In;.-...-,_ UNIT 1.1 ... FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE •, FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- 1 UNIT 2.1 - B ' - i 3 OLF 200 -' 1 I UNIT 2.1 1T- OLF 200 11 g4 RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING I OLF 200 , ?- --- : 4 OCC 111 I OLF 200 ... „ 4 OCC ! ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED I 5 OCC , [ 1 - , ' i I 626SF j 1 ..„ THERETO. 642 SF -1 . 5 OCC ......_.... ____ I -=‘,.._ opo --,==.Olin West Hills OM OM QM NM .1 1 UP ' ! . i 01=13 SIM OM IMP .1 920 SF /---11- .-- .„..i , 44'-0" / ----. IMMINININIM.....,...........1.11.. ( I I . r , - - , .....,:._...,- , ...._ r ' ..--\1.- - -I I Development 44' -0" - 1 I + STAIR I I 1 -16.------- :::::***:= EXIT TRAVEL . --r.„a--- • I at......." . I )8( DISTANCE ,,,,, , „J„,,,,...... EXIT TRAVEL - - --- i 19 - 0 1100-_=t.=_.• _ 0 735 SW 158th Ave., DISTANCE 1-I -- 1 ''' ,., Beaverton, OR 97006 - 6" L..° ,0 il 0 . ti..___I 44' - 6" EXIT TRAVEL EXIT TRAVEL DISTANCE DISTANCE . 1 12 PLEX (UPHILL) - BASEMENT - CODE 2,994 SF BASEMENT OCCUPANCY=16 3 12 PLEX (UPHILL) - SECOND FLOOR - CODE 4,416 SF SECOND FLOOR OCCUPANCY=19 A0.12 SCALE: 1/8"=1,-0" TOTAL BUILDING OCCUPANTS= 76 A0.12 SCALE: 1/8"=1%4" . • _ II_ _ 42' -6" 45' - 8" 37'-0" 33'- 0" 30' - 0" 27'-0" 27' - 0" EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL DISTANCE / DISTANCE DISTANCE 0 DISTANCE DISTANCE 70 0 DISTANCE DISTANCE 30' - 0" 0 I 0 a g EXIT TRAVEL , *-.:* -- ----- " '-,, , OM MINI NMI 411! MINI al 0 1 MIMIIIr=MMIMIMMIMIMMIMMB= ' F:11 , ) L.....1.***41*.r"."."0 r- -, , ,... ,,,, r.., ., Ty DISTANCE „ ), L, F-- IL i ' -- - __i , ---- - r _ ... OM LW .MM . I.M.• Ma ..-1 _,„/ 1.., , II -.... I N / t I, :1,2 1 . „ WATER/FIRE alma N x / I I \ / 1 0 : _ IIIIIIIII, =11. ..nl I *---41----r-rT ,. 1 UNIT 1.2 1 3726 SPRINKLER \ / 1 X i i \ , 1 , , , I x . ...4 , ./ UNIT 3.2 t.i') I I ' 1 i , , 1 1 CiLF 200 "41 :RIAN R.MEIER4 OLF 300 0 I N / 1 r I / \ I V / \ I I \ I \ / I , \ / I / \ I ' I OLF 200 ! I 0* -3/1.3/i4 . 1 °cc x 1 1,/ * _ Ni V \i - ..-.I I J 36SF I / NI .___ 1 ..... vilr \-Nliz N . II 6 OCC . 1 I I 4 OCC I i 1/ GARAGE 1 i . GARAGE 2 . . _ ___,N 1 GARAGE 3 i 4.4 1 GARAGE 4\: /GARAGIE 5 I I GARAGE 6 I i , 1 1159 SF - , I! \ .. , I 1 I i 613 SF VITLAND.OR \ OLF 200 1 OLF 200 OLF 200 1 0:..F 200 OLF 200 OLF 200 - -- 1 „..1 1 , 1 , _1 L_ 2 OCC 2 OCC 2 OCC 2 OCC 2 OCC 2 OCC I'' )11 I i m \‘, . i a 326 SF 306 SF 232 SF 202 SF 205 SF 234 SF ---t I r- 1 ' I , _. : , (''' .i co li \ --- \ : .J 1C:41 L L ..... - - OM ONO OM L ,,,,. OM OM =II OM J r-1 ; t? ,:-.,, 1 II !I ! t ) , f 1 0 ,,_. Lp "7 , MIR MINO OM MOO 41115,3 • \%3,..._,-.3,/ II 33-113.--.3 1 3 0 3 ,333 \ ............,„ 12 Plex Uphill ( I I ( 71 I I ' \ , ---- Apv - \. ; 1 -ff-V 1. , • il (o) ,,,,,, , ., /* -- i, 1 t'-A'1.1 - I , akinn 000, IllriVW- \ 'et\ Ai 411.11•M= NOVO i: CIL ''....441...*40.....\\ g 1 1141 \\'\ II .1 1 41 Code Plans iz. L ....„AIM Ilb NINIIIIIIIIIV\ ORRIDOR -iiiik , ( L..4 \CORRIDOR1‘.111\6_1111%1111111\N„ ;6 \'411‘,1110h, 44114111‘. Nlih.. 1-- *Imo, .341.3WW336 I "::,....-=:r""'"'""T 1 , _ , .r..........I•Mk ONMENWIMMIE.„ ,., . s......__ , :- t , STAIR Il , t- , i H 71- ! li i II I _. , _____, ik....../ i,„1_, 1 , , ON , I ,h.,, , I cr 1 I ' ci 1:i 1 , UP , „--• i'..7` ' '-.--• \,-/ : DN s-----/ t•-ti- , -----! 7 t ip 1 1 2 --,7----,-,i-- 11 \ Ar , I \\ .1 1 , , 1 --.... maw . f ? ...MO ' I I I UNIT 1.1 -A il I--, " r _ _ , i 1 i ' UNIT 1.1 I I : , ' _ , I UNIT 2.1 OLF 200 [1 15 UNIT 2.1 - B . , r OLF 200 11) r..._____ - I - -11.1 \ 0- 1 i..........mak* , OLF 200 ill 2 07.13.17 Plan Check Responses 1 OLF 200 r- ' # Date Description 628 SF I 1 5 OCC „,_____ , r. . __...... , , ,,,.=,,,==. 626 SF I 910 SF ----- ------ OPEN Revisions 11) 907 SF 7-- 9 .. -. ..- ...., .. L-j ,...- ... - \ . J 44' - 0" . . ..I February 15,2017 ,-, 15 r _. 41111111 IS,11 OM , ---'-'" -'-' --03--"----- r co 44' -0" i _ 71.1 * . EXIT TRAVEL . 1 a o Date -tr.' I ".-- 1 4.....ir` 0 EXIT TRAVEL ,i-- ,-,==...,=.. m 1-.5 a 311! ors ow on• J ,c) 0 _,... .. . ,:__ DISTANCE i 73, ... OM AIM OM _ J ri 1 BB, KB,SM 15' DISTANCE - Mr _ .____-.__ - _ , al , LLI , . 44'-6" Designed By 8 44' -6" EXIT TRAVEL ZD._ , EXIT TRAVEL DISTANCE DISTANCE Drawn By 1.5 BB,IQ w cChecked By C 17857 0 Project Number a- g 4,195 SF 4,395 SF g 12 PLEX (UPHILL) - FIRST FLOOR - CODE 12 PLEX (UPHILL) - THIRD FLOOR - CODE FIRST FLOOR OCCUPANCY=22 4 . 2 THIRD FLOOR OCCUPANCY=19 - 45 A0.12 SCALE: 1/8"=1'-0" A0.12 SCALE: 1/8"=1-0" Sheet Number . . Copyright 2016© ri lf this drawing is less than 24"x 36",it has - 5 . been reduced.Scale accordingly. 0 CC • , (1)LAYER 5/8"TYPE'X' _------ BRICK VENEER,SEE EXTERIOR / „ ASSEMBLY NOTES 0 i GYPSUM BOARD ELEVATIONS FOR TYPE ,�� 1 MIN AIR SPACE AT BRICK, MORTAR AND WATERWAY 11MM MINIMUM 1/2"GYPSUM BOARD RESILIENT CHANNELS AT 24"OC RAINSCREEN DRAINAGE MAT • J 1"MIN AIR SPACE AT BRICK 4, �� SYSTEM AT STONE 1. SEESTRUCTURALFORSHEARWALLLOCATIONS.ADDSHEATHINGTO •�� 11 iSTRUCTURAL ENNEER.INHEREA NON-SHEAR•4FIBER CEMENT BOARD SIDING WEATHER RESTIVE BARRER WEATHER RESISTIVE LENDSAALIGNS�.- I BATT INSULATION IN OPPOSITE WOOD SHEATHING,SEE STRUCTURAL / BARRIER ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR WALL TO PROVIDE e• 4 ' 4. ; ,fir,"-�►,;I STUD WALL CAVITY FROM -'- 5/8"TYPE'X'GYPSUM SHEATHING / CONTINUOUS FACE OF FINISH. ' , • `r►r WOOD SHEATHING WOOD SHEATHING,SEE STORAGE ••'_ CRAWL SPACE � �!I INTERIOR EXTERIOR R-21 FIBERGLASS BATT INSULATION, i STRUCTURAL .� NO INSUL AT GARAGE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER 2014 OREGON STRUCTURAL Otak Architects, Inc 1 WOOD SHEATHING,SEER-21 BATT INSULATION SPECIALTY CODE SECTION 718, 808 SW 3rd uite 300 � 4 rr STRUCTURAL 2 x 6 WOOD STUDS,16"CC i •�� �� MAX,SEE STRUCTURAL .���� 2 x 6 WOOD STUDS, 16"OC Ave,' '- 2 X 6 WOOD STUDS, 16"OC „ 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN WINTER)OF DOMESTIC �' MAX LINO OTHERWISE �� 2x6 WOOD STUDS, 1fi OC 5/8 TYPE'X'GYPSUM BOARD �► MAX UNO,SEE STRUCTURAL Portland, OR 97204 �, '� WATER PIPES AS REQUIRED TO PROTECT PIPES FROM FREEZING. Phone 503.287.6825 �► CALCULATIONS OF RATING USING OSSC SECTION 722.6: ,�% MINIMUM 1/2"GYP BD ►�� i MAX LINO,SEE STRUCTURAL /////,/ / 1 �' 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND FINISHES AS REQUIRED FOR Fax 503.415.2304 51/2"UNPAGED FIBERGLASS �� ' 5/8""TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTESBRICK VENEER OR EXTERIOR PLUMBING ACCESS PANELS. •' �"�'� 5/8"TYPE'X'GYPSUM BOARD 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES I'''• /4-4---------- MANUFACTURED STONE ' BATT INSULATION �� 1 MINIMUM RATING FROM INSIDE 60 MINUTES i VENEER,SEE EXTERIOR 5, PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO SUPPORT SHELVING, , (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) ELEVATIONS FOR TYPE TOWEL BARS,RAILINGS,AND ALL OTHER WALL-MOUNTED ACCESSORIES AND INTERIOR EXTERIOR EQUIPMENT. CRAWL SPACE WALL - NON-RATED ► 5/8"TYPE GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES EXT WALL - BRICK OR STONE - NON-RATED r 26 2 X 6 FRAMING AT 16 OC-PER TABLE 722.6.2(2) 20 MINUTES 10 6. PROVIDE UL APPROVED THROUGH PENETRATION AND MEMBRANE River Terrace East ASSEMBLY:NA FIRE:NR STC:NA MINIMUM RATING FROM OUTSIDE 60 MINUTES ASSEMBLY:NA FIRE: NA STC: NA PENETRATION FIRESTOP SYSTEMS AS REQUIRED BY CODE AT ALL 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,SEE A8.11. 115A1 , 1 LAYER 5/8"TYPE'X' UNIT < > STAIR ASSEMBLY:OSSC SECTION 722.6 FIRE: 1-HR STC: NA „ , GYPSUM BOARD 7. PROVIDE WATER RESISTANT TYPE-X GYP BD AT BATH TUB AND SHOWER &GA WP 8105 FIBER CEMENT SIDING,SEE 3 LAYERS 5/8”TYPE'X' WALLS,SEE I7/A8.11 &18/A8.11. GARAGE < > STAIR EXTERIOR ELEVATIONS FOR GYPSUM BOARD SW Roy Rogers Rd. MINIMUM 1/2" ,__ TYPES AND COLOR7/8"METAL HAT CHANNEL Tigard, OR 97223 • CORRIDOR < > STAIR r -- RAINSCREEN DRAINAGE SYSTEMFURRING 24"'C C g GYPSUM BOARD OVER WEATHER RESISTIVE BARRIER 21E1 PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT INSULATION WEATHER RESISTIVE BARRIER i WOOD SHEATHING,SEE STRUCTURAL 2x4 WOOD STUDS,16"OC MAX �'- • 5/8"TYPE'X'GYPSUM SHEATHING UNO,SEE STRUCTURAL _..___.___._._..__._......_7-"-• ._.^..__..___.._._.._.w , \ \ \ _ \ \ `•. \ \ \ \\ \ \ \ 21 1 OMIT BATT INSULATION AND RESILIENT CHANNELS-USE GA FILE WP 3510 INTERIOR •i EXTERIOR R-21 FIBERGLASS BATT INSULATION (SEE ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) 2 x 6 WOOD STUDS,16"OC WOOD DECKING, MAK,SEE STRUCTURAL 121(� OMIT BATT INSULATION 5/8"TYPE GYPSUM BOARD PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT ~~~`'~--' PT WOOD JOISTS,SEE CALCULATIONS OF RATING USING OSSC SECTION 722.6: 25B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS 121 B1 INSULATION&OMIT RESILIENT CHANNELS(USE GA FILE WP 3510-SEE 8B ASSEMBLY GA RC-2602-1-HR RATED(2)LAYERS TYPE'X'GYPSUM BOARD STRUCTURAL I- ''II ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) 5/8""TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES AlINTERIOR WALL - FURRING INTERIOR WALL - 1-HR RATED 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES ROOF/ CEILING - 2-HR RATED- STAIR FLOOR - NON-RATED - EXTERIOR DECKS 25 ' 21AI MINIMUM RATING FROM INSIDE 60 MINUTES 8A 4 I 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 '� ' 5/8"TYPE'X'GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES West Hills 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES FLOOR FINISH PER 5/8„TYPE X GYPSUM BOARD FINISH SCHEDULE Development .�1 MINIMUM RATING FROM OUTSIDE 67202M. INUTES 1 1/2”GYPSUM CEMENT �� �� ' © (+ 15 MINUTES WHEN INSULATION-PER TABLE 6.2(5)) CONCRETE SLAB W/ 1 1/2"G AYMENT ' ' RESILIENT CHANNELS AT 24"OC REINFORCING,SEE 735 SW 158th Ave., tr►► EXT WALL - FIBER CEMENT - 1-HR RATED STRUCTURAL ,� ;' .—.1111i ' 14 't- . . , , - w ;. 4 -a .• . • WOOD SHEATHING,SEE Beaverton, OR 97006 ;�. MINIMUM 1/2 GYPSUM BOARD ►-�� KO. ASSEMBLY:OSSC SECTION 722.6 FIRE' 1-HR , SIC:NA •r = } - ,•�; • �,4 _- -- -- - -- STRUCTURAL 31/2 UNFACED FIBERGLASS - `- •. -vr, &GA WP 8105 __ _ BATT INSULATION IN OPPOSITE .• 12"THICK CONCR E � � STUD WALL CAVITY FROM , ., ; :•• ,. �, i - ��'. rmar,imi', 4 �111 WOOD SHEATHING �► X 2 X 4 WOOD STUDS, 16"OC ���ri -_ • • • . I= WOOD JOISTS,SEE STRUCTURAL MAX LINO OTHERWISE �� E WOOD SHEATHING,SEE '. •_ •'. TJI FLOOR ASSEMBLY =./ STRUCTURAL '• 1/ 2 LAYERS 5/8"TYPE'X' �E �t ►:/ i`!+ GYPSUM BOARD �� 1.\ CALCULATION OF RATING USING OSSC SECTION 722.6: ' ' 2 x 4 WOOD STUDS, 16"OC , •. F /� MAX,SEE STRUCTURAL . ' .••' (2)LAYERS 5/8"TYPE'X'GYPSUM BOARD- 80 MINUTES • -' 2X WOOD FLOOR FRAMING AT 16"OC MAX- 10 MINUTES ' 4,` 4. ' ;•. MINIMUM RATING FROM BOTTOM 90 MINUTES 24B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS UNIT UNIT ;-' : .. :. 7B WITH R-38 FIBERGLASS BATT INSULATION &2 LAYERS 1/2 TYPE'X'GYPSUM BOARD. 24 INTERIOR WALL - NON-RATED 20 FIRE PARTITION - 1-HR RATED 13 CONCRETE RETAINING WALL 7A FLOOR - GARAGE OVER CRAWLSPACE 3 FLOOR/CEILING - 1 HOUR RATED - CORRIDOR ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:GAWP 3370 FIRE: 1-HR SIC:54-55 ASSEMBLY:NA FIRE:•NR STC:NA ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:OSSC 722.6 FIRE: 1-HR STC:NA NBC-W13c NRC-TL-93-265 • FLOOR FINISH PER FINISH SCHEDULE MINIMUM 1/2"GYPSUM BOARD WOOD RISER,SEE 1 1/4"GYPSUM CEMENT a, STRUCTURAL UNDERLAYMENT AT CARPET AND 1" j ••, 2X6 WOOD STUDS @ 16"ac, AT SHEET VINYL •� :; SEE STRUCTURAL WOOD TREAD,SEE 1/4"ACOUSTICAL SOUND MAT /�--- BRICK VENEER,SEE EXTERIOR �• ` i � ELEVATIONS FOR TYPE -+ •'• - • `. r� 4.•=4-- ' � STRUCTURAL UNDERLAYMENT AT SHEET VINYL ONLY 111 je 2 X 4 WOOD STUDS,16"OC R-21 FIBERGLASS BATT WOOD SHEATHING,SEE STRUCTURALi MAX UNO y 1"MIN AIR SPACE AT BRICK ' : , < INSULATION •" 3721 '' S `� CARPET&PAD WOOD I-JOISTS,SEE STRUCTURAL ,�' 1"AIR SPACE II _ . BRIAN R.FLEENER s 518"TYPE'X'GYPSUM BOARD a 4/ WEATHER RESISTIVE BARRIER ; • ,• = R-38 BATT INSULATION AT SECOND M /�� 11.0.---- �, WOOD SHEATHING,SEE STRUCTURAL '1111,1110 FLOORS BETWEEN GARAGES AND UNITS • ( )LAYERS 5/8"TYPE'X'GYPSUM • CONCRETE RETAINING WALL, �,r STRINGERS-SEE AND AT EXTERIOR BAYS ONLY•NO 31/2" OR `` 2 - .• SEE STRUCTURAL �� STRUCTURAL BATT INSULATION AT THESE LOCATIONS %011TLANO, SHEATHING `� �_:: R-21 FIBERGLASS BATT INSULATION Cs N: ; '• .• BELOW GRADE ____ -- 3 1/2"UNFACED FIBERGLASS BATT OF •a 2 x 6 WOOD STUDS, 16"OC MAX, ' -,,y; WATERPROOFING . �„ '' INSULATION(BETWEEN UNITS ONLY) -� r SEE STRUCTURAL ,a• ; .• .: - ,� `�/� 7 SUPPORTED ON RESILIENT CHANNELS ►�� _ - J� (2)LAYERS 5/8"TYPE'X'GYPSUM / \ RESILIENT CHANNELS 16"OC MAX AT 24" 2 - • +' BOARD ,- -.. '- OC JOISTS AND 24"OC AT 16"OC JOISTS t P a;, a: ; ATTACHED TO JOISTS WITH 1 1/4" 'P. ;, a / AI DRYWALLSCREWSNNNN, r INTERIOR •. :•7 / EXTERIOR MINIMUM 1/2 GYPSUM �� , •o BOARD,OMIT AT �♦ �t���•���41A1111044.‘ �� (2)LAYERS MINIMUM 1/2 TYPE X GYPSUM csi CONCEALED SPACES /' BOARD.AT EXTERIOR BAYS USE MINIMUM Construction 1/2"TYPE'X'GYPSUM SHEATHING INSTEAD 0 FOR ALL LAYERS,SEE TYPE 2C BELOW FOR m Q T 23B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS ADDITIONAL INFO Mse !, ies ti R-38 FIBERGLASS BATT INSULATION AT EXTERIOR BAY LOCATIONS AND 5/8"TYPE 23 INTERIOR WALL - 1-HR RATED 17/1 EXT WALL - BRICK VENEER - 2-HR RATED 12 EXT WALL - BASEMENT - NON-RATED 6 STAIR - NON-RATED 2C 'x'GYPSUM SHEATHING INSTEAD OF 5/8"'TYPE'X'GYPSUM BOARD&FIBER CEMENT ii 11I SOFFIT PANEL OUTER LAYER WITH 1 X 3 FIBER CEMENT BATTS AT SEAMS&EDGES. ASSEMBLY:GA FILE WP 3510 FIRE: 1-HR STC:NA ASSEMBLY:GAWP 8415 FIRE:2-HR STC:NA ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:NA FIRE:NR STC:NA LI. 2B R-38 FIBERGLASS BATT INSULATION AT GARAGE CEILINGS. CLASS C ARCHITECTURAL GRADE COMPOSITION FLOOR/CEILING - 1 HOUR RATED - UNITS 2A ASPHALT ROOFING SHINGLES FIBER CEMENT SIDING,SEE ASSEMBLY:WIJ-1.7 AMERICAN FIRE: 1-HR STC:63-65 ICC:51 EXTERIOR ELEVATIONS FOR ROOF UNDERLAYMENT FOREST AND PAPER b TYPES AND COLOR ASSOCIATION,INC 1 , „ x• - „/ --x -->, - 4 RAINSCREEN DRAINAGE SYSTEM FLOOR FINISH PER LAYERS 5/8"TYPE'X' •1 r OVER WEATHER RESISTIVE FINISH SCHEDULE (2) :,r ' BARRIER "��� STRUCTURAL GYPSUM BOARD - ;,i ROOF SHEETING,SEE CONCRETE SLAB(4"MIN) a • I f:4�._•--- - FIBER CEMENT SIDING,SEE EXTERIOR '�"" WEATHER RESISTIVE BARRIER WITH REINFORCING,SEE 2 07.13.17 Plan Check Responses N ' -' ELEVATIONS FOR TYPES AND COLOR .°' STRUCTURAL # Date Description RESILIENT CHANNELS AT 24"OC y it '� WEATHER RESISTIVE BARRIER WOOD SHEATHING,SEE PREFABRICATED WOOD STRUCTURALtiff, ROOF TRUSSES,SEE Revisions ani RAINSCREEN DRAINAGE SYSTEM OVER • I 10-MIL VAPOR RETARDING re ' r STRUCTURAL --- , �" MEMBRANE WEATHER RESISTIVE BARRIER R-21 FIBERGLASS BATT = February 15,2017 VI _� 5112"UNFACED FIBERGLASS INSULATION(OMIT AT GARAGE) ~;4 , p BAIT INSULATION fl - WOOD SHEATHING,SEE STRUCTURALVI- - y`' *; ` • :4M `` 4' CRUSHED AGGREGATE Date (2)LAYERS 5/8"TYPE'X'GYPSUM v �i 2 x 6 WOOD STUDS, 16"OC R-38 FIBERGLASS BAIT a DRAINGAGE LAYER PER WOOD SHEATHING,SEE r_ 1 SHEATHING ., MAX LINO,SEE STRUCTURAL ♦ T INSULATION w sV,;"���`±i 4MV M54044�z ��.�� '•N?': � SOILS REPORT BB,KB,SM w STRUCTURAL ,; R-21 FIBERGLASS BATT INSULATION �; �� � l+, '+�ii� `i`��2r �� t :'s , `� x�•�li��Kiz`a i` Designed By _ _) " MINIMUM 1/2 GYP BD ,?:.,,:`t;;;;.100 ;,: ,';,� ;:�t'�;.•?r ••'; ;8;,:. UNDISTURBED SO I UCO M PACT ED 2 x 6 WOOD STUDS,16 OC MAX, _ __ _ 2x6 WOOD STUDS, „ '`, - _ w__ _ _ 1 { ! I- FILL PER SOILS REPORT WY,ZD,DG 16 OC ;.i SEE STRUCTURAL _ —_ I '— ;� Y`" MAX LINO,SEE STRUCTURAL : ,�. _.E (2)BOARD LAYERS 5/8"TYPE'X`GYPSUM �� 1/2"GYP BOARD AT UNIT ( ---1 i Drawn By INTERIOR EXTERIOR NOTE:SEE ASSEMBLY 10 FOR STONE INTERIOR, I III 1 l ----1 �- •III I I PROVIDE R-10 RIGID FOAM ` :' (2)LAYERS 5/8"TYPE'X' '- . WAINSCOT. SEE ELEVATIONS FOR • 5/8"TYPE'X'GYPSUMBB,KJ INTERIOR LOCATION&HEIGHT. WALLBOARD AT INSULATION N FACE OF EXTERIOR CONCRETE Checked By CORRIDORS, FOUNDATION FOR A DEPTH m •- - GYPSUM BOARD - .� EXTERIOR E • FIBER CEMENT PANEL AT " o r` 11 C OMIT SIDING&WRB AT INSIDE OF FIRE!WATER ROOM EXTERIOR LOCATIONS WITH OF 24 MINIMUM. 17857 0 1 X 3 FIBER CEMENT BATTS Project Number OMIT INSULATION,FCP SOFFIT IN LIEU OF UNIT STAIR 11B 2 X 4 STUDS IN LIEU OF 2 X 6 STUDS AND NO INSULATION 5B 1/2"GYP BOARD AT EXTERIOR AT SEAMS&EDGES 1 B NO INSULATION AND 4"MINIMUM CONCRETE SLAB ON COMPACTED FILL 3 ONLY AT UNIT PATIOS ca INTERIOR WALL - 2-HR RATED EXT WALL - FIBER CEMENT - 2-HR RATED EXT WALL - FIBER CEMENT - NON-RATED ROOF/CEILING - 1/2-HR RATED CORRIDOR SLAB ON GRADE- NON-RATED Al • 01 D 22 116Ar 11 A 5A 11AI Sheet Number 0 ASSEMBLY:UL U334 FIRE:2-HR STC:62 ASSEMBLY:GAWP 8415 FIRE:2-HR STC:NA ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:OSSC 722.6 FIRE:30 MIN. STC:NA ASSEMBLY:NA FIRE:NR STC:NA al Copyright 2016 O ii If this drawing is less than 244x 36',it has - been reduced.Scale accordingly. ta tr 0 - ROOM FINISH SCHEDULE DOOR SCHEDULE ROOM NAME FLOOR FINISH 1 MATERIAL BASE FINISH 1 MATERIAL WALL FINISH 1 MATERIAL CEILING FINISH 1 MATERIAL COMMENTS OPENING DOOR DOOR FRAME FIRE '` kms` ` - - TYPE MARK LOCATION WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HARDWARE RATING COMMENTS * >�=g� .- BUILDING Al BUILDING ENTRY 3'-0" 8'-0" _ C STEEL PRE-PR WOOD PAINT 1 T 'E: D x CORRIDOR/EXIST PASSAGEWAY CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A3 STAIR 3'-6" 6'-8" A SC-PHB PRE-PR MDF PAINT 2 60 MINS DO R 0 N4AAG ETIC HOLD OPE ELF CLOSING GARAGE CONCRETE WOOD-PAINT GYPSUM BOARD GYPSUM BOARD A4 GARAGE ENTRY 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 3 45 MIN S9 9LO ING A LOBBY CARPET#1 MDF#1 -PAINT r GYPSUM BOARD GYPSUM BOARD A5 STORAGE 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 4 20 MIN SELF CtSING l3 yak Architects, Inc STAIR CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A6 STAIR 6'-0" 6'-8" B SC-PHB PRE-PR MDF PAINT 2 60 MI •OORS ON MAGNETIC HOLD OPE 4 ELF CLOSING STORAGE CONCRETE OR UNFINISHED PAINT GYPSUM BOARD GYPSUM BOARD A7 FIRE SPRINKLER/WATER 6'-0" 6'-8" B STEEL PRE-PR STEEL PAINT 5 A 808 SW 3rd Ave, Suite 300 WATER CONCRETE - GYPSUM BOARD GYPSUM BOARD A8 OVERHEAD GARAGE 8'-0" 7'-0" I MFR MFR MFR L MFR _ 6 - -- Portland, OR 97204 A9 BUILDING ENTRY 6'-0" 8'-0" E STEEL PRE-PR WOOD PAINT 1 TEMP - D G * 2 Phone 503.287.6825 UNITS A11 ,. STAIR r.-'\.✓1 3'-6" 6'-8" A SC-PHB PRE-PR MDF PAINT 9,w1 A90 MIN DOOR ON MAGNETIC HOLD OPE , SELF CLOSING FaX 503: BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS �Al2 STAIR 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 160 M SELF • N A 415:2304 BEDROOM CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD 81 UNIT ENTRE 31-0" 6'-8" A STEEL PRE-PR MDF PAINT • 7 20 MII Ike CLOSING CLOSET CARPET#2 OR SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD SEE PLAN FOR EXACT FLOOR FINISH B2 DECK/PATIO 3'-0" 6'-8" D STEEL PRE-FIN WOOD PAINT �8 - TEMPE`FIED GLASS DINING CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD 63 DECK/PATIO 6'-0" 8'-0" FVINYL MFR VINYL MFR 10 - TEMPERED GLASS ENTRY SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD Cl BEDROOM/BATHROOM 3'-0" 6'-8" A HC-PHB PRE-PR MDF PAINT 11 -HALL CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD C30 TRASH ENCLOSURE GATE 5'-0" 6'-0" J STEEL MFR STEEL MFR - River Terrace East KITCHEN 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 - LAUNDRY SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD 02 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 D5 CLOSET 4'-6" 6'-8" G HC-PHB PRE-PR GYP BD PAINT 14 - MASTER BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS El CLOSET 5'-0" 6'-8" 0 HC-PHB PRE-PR GYP BD PAINT 14 - MASTER CLOSET CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD E2 CLOSET 6'-0" 6'-8" G HC-PHB PRE-PR GYP BD PAINT 14 - SW Roy Rogers Rd. MASTER BEDROOM CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD Fl CLOSET 4'-0" 6'-8" H HC-PHB PRE-PR GYP BD PAINT 15 - _ Tigard, OR 97223 PANTRY SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD F2 CLOSET 5'-0" 6'-8" H HC-PHB _ PRE-PR GYP BD PAINT 15 - STORAGE CONCRETE OR UNFINISHED PAINT _ ORIENTED STRAND BOARD _ GYPSUM BOARD NOTES SCHEDULE ABBREVIATIONS HC-PHB HOLLOW CORE PRIMED HARDBOARD 1. SEE DETAIL 2/A8.11 AND 3/MFOR 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 715.4.6.3 MDF MEDIUM DENSITY FIBERBOARD 3'-0" MFR MANUFACTURER 2. ALL FIRST FLOOR DOORS SHALL HAVE LEVEL DOOR HARDWARE DOORS 4. SEE 91A8.01,10/A8.01,11/A8.01 FOR TYPICAL SLIDING DOOR I, 2.-6" y PRE-FIN PREFINISHED UPPER LEVELS MAY PROVIDE DOOR HARDWARE OTHER THAN LEVEL HARDWARE. HEAD/JAMB DETAILS. "I 'f PRE-BR PREPRIMED • DOOR HARDWARE SCHEDULE SHOWS TYPICALLY LEVER HARDWARE FOR ALL DOORS 5. SEE 1/A8.11 FOR TYPICAL DOOR HEAD/JAMB DETAILS. 3'-0" ED 2'-6" "I ♦ w 5'-0" SC-PHB SOLID CORE PRIMED HARDBOARD AS TYPICAL. I fl UI N / `\ West Hills N III / e5 re, 6 '� / �\ j,/, ' Develo ment Q T aT a T in T / p ,,...t 735 SW 158th Ave., `o i1/4-. N.._____ `� --s.--- • N--- °° \ \. ,/ / < Beaverton , OR 97006 / \-- r F in in M M FINISHED FLOOR \ �:) Q T T v \ \- a O ` VINYL SINGLE HUNG ! • O♦VINYL SINGLE HUNG MULLED VINYL FIXED OVER ` VINYL SINGLE HUNG VINYL SINGLE HUNG OVER ♦ ()MULLED VINYL FIXED A.FLUSH SWING B.FLUSH DOUBLE SWING C.SWING,SINGLE D.FULL LITE SWING E.FRENCH DOOR F.FULL LITE VINYL SLIDER -♦ GLASS 2'-6" -'jt, 1l',-1011 , io III n N III z o N r ,�- , b / �\ \\ I -. - - \ / / En b ,i, 3'-0" jt, r.. I ---_ FINISHED FLOOR ,\ V 1 - <- Q INDICATES TEMPERED GLAZING ♦ ♦ O 3-VINYL FIXED U MULLED VINYL FIXED VINYL SINGLE HUNG OVER O8 VINYL ED SIDE LITE- G. FLUSH BYPASS H.DOUBLE BI-FOLD I.OVERHEAD GARAGE DOOR J.TRASH ENCLOSURE GATETEMPE •1 a1 WINDOW TYPES DOOR TYPES ,-,A 372! BRIAN R.FLEENER it PORTLAND,OR l► WINDOW SCHEDULE NOTES DOOR SCHEDULE NOTES DOOR HARDWARE GROUPS 1. SEE CODE SUMMARY FOR MAXIMUM ALLOWABLE U- 1. ALL DOORS SHALL HAVE LEVER HARDWARE. GROUP 1: DOOR Al (BUILDING ENTRANCES-NO PANIC) GROUP 3:DOOR A4 (GARAGE ENTR 4 INUTE) GROUP 9:DOOR All (STAIR-90 MINUTE) FACTORBUILDING AND SOLAR SUM 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 NFPA 80 AND SHALL BE 3 HINGES CAL-ROYAL 685200-32D NRP 4-1/2"X 4-1/2" 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1/2"X 4-1/2° 3 HINGES CAL-ROYAL 6631-26D;4-1/2"X 4-1/2" 2 2. AIR INFILTRATION RATE FOR WINDOWS SHALL NOT EXCEED 0.30 PERMANENTLY AFFIXED TO THE DOOR.LABELS SHALL NOT BE COVERED,REMOVED OR TAMPERED WITH. 1 LOCKSET K2 *QCL170E 626(LEVER) 1 LOCKSET K2 QCL270E 626(LEVER) 1 LOCKSET K2 XXX CFM/SQ FT AS DETERMINED IN ACCORDANCE WITH AAMANVDMA/CSA 1 CLOSER CAL-ROYAL CC441 1 GASKET PEMKO PK33D 1 CLOSER CAL-ROYAL 900PBF ALUM EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR a 101/I.S.2/A440 OR NFRC 400 BY AN ACCREDITED,INDEPENDENT EFFORT. 1 CLOSER ARM CAL-ROYAL CR0077 SPRING 1 STOP CAL-ROYAL W826 1 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 LABORATORY,AND LABELED AND CERTIFIED BY THE 5, OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. 1 WEATHERSTRIPPING PEMKO PK33D 1 THRESHOLD PEMKO 271A 1 GASKET PEMKO PK33D N MANUFACTURER. 6. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE TME DOOR TO AN Schedules r 3. ALL BEDROOM WINDOWS SHALL MEET FIRE ESCAPE AND RESCUE OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. 1 STOP PEMKO CAL-ROYAL CFS20 1 DOOR SWEEP PEMKO 216AV 1 STOP CAL-ROYAL WB26 E) OPENING REQUIREMENTS OF OSSC SECTION 1029. 7. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR SHALL MOVE TO THE CLOSED 1 DOOR THRESHOLD PEMKO 271A16 g 4. PROVIDE TEMPERED GLASS IN WINDOWS REQUIRED BY OSSC 2406.4 1 DOOR SWEEP PEMKO 216AV POSITION IN 1.5 SECONDS MINIMUM. GROUP 4:DOOR A5 (CORRIDOR STORAGE-20 MINUTE) GROUP 10: DOOR B3 fi 8. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE AUTHORITY HAVING JURISDICTION. *COORDINATE WITH ELECTRICAL SECURITY CARD READER SYSTEM NEEDING 24 9. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22.2 N). OLTS AT LOCATIONS CARD READER ACCESS NEEDED 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1/2"X 4-1/2" HARDWARE BY VINYL PATIO SLIDER MANUFACTURER 10. SLIDING OR FOLDING DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22.2 N), �� 1 LOCKSET K2 QCL270E 626(LEVER) CI 11. WHERE PROVIDED,THRESHOLDS AT DOORWAYS SHALL BE 1/21N MAXIMUM IN HEIGHT. CHANGES IN LEVEL GREATER THAN 1/4 INCH IN GROUP 1: DOOR A9 (BUILDING ENTRANCES-NO PANIC) 1 GASKET PEMKO PK33D .9 HEIGHT AND NOT MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 1 STOP CAL-ROYAL WB26 a. 12. SEE 1/A8,11 FOR TYPICAL INTERIOR WOOD DOOR HEAD DETAIL. 6 HINGES CAL-ROYAL BB5200-32D NRP 41/2"X 4-1/2" GROUP 11: DOOR Cl (UNIT BEDROOM OR BATHROOM) 13. SEE 2/A8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL. 1 LOCKSET K2 *QCL170E 626(LEVER) 14. SEE 3/A8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL. 2 CLOSER CAL-ROYAL CC441 GROUP 5:DOOR A7 (FIRE SPRINKLER/WATER ROOM) 3 HINGES HAGER 1741 US26D 2 CLOSER ARM CAL-ROYAL CR0077 SPRING 1 LATCH KWIKSET 730 TNL(LEVER)or 2 WEATHERSTRIPPING PEMKO PK33D 3 HINGES CAL-ROYAL BB31-32D;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 1 THRESHOLD PEMKO 271A 1 WEATHERSTRIPPING PEMKO PK33D 3 SILENCERS TRIMCO 1229B 2 DOOR SWEEP PEMKO 216AV 1 THRESHOLD PEMKO 271A DOOR SWEEP PEMKO 216AV *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 07.13.17 Plan Check Responses • GROUP 6: DOORS A8 (OVERHEAD GARAGE DOORS) 3 HINGES HAGER 1741 US26D 0 1 07.13.17 Project Coordination m 1 LATCH KWIKSET 720 TNL(LEVER)or i GROUP 2:DOOR A3 (STA!'-6# INUTE) HARDWARE BY OVERHEAD DOOR MANUFACTURER LATCH KWIKSET 720 H(KNOB) # Date Description o) © 1 STOP CAL-ROYAL JRS34 I 3 HINGES AL-ROYAL BB31-26D;4-1/2"X 4-1/2" GROUP 7: DOOR 131 (UNIT ENTRY-20 MINUTE) 3 SILENCERS TRIMCO 1229B Revisions CL 1 LOCKSET K2 QCL230E 626(LEVER) February 15,2017 5 1 CLOSER CAL-ROYAL 900PBF ALUM 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1/2"X 4-1/2' (/) 1 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 1 LOCKSET K2 QCI230E 626(LEVER) GROUP 14: DOOR El,E2 (UNIT CLOSET-BYPASS) Date 01 GASKET PEMKO PK33D 1 VIEWER CAL-ROYAL ULDV 200 US26D ' 1 STOP CAL-ROYAL WB26 1 GASKETING PEMKO PK33D 1 BYPASS DOOR TRACK STANLEY BPD60-00-60 OR BPD60-00-72 BB,KB,SM H f 1 STOP CAL-ROYAL JRS34 2 PULLS STANLEY 4485 US26D Designed By w GROUP 2, DOOR A6 (STAI- -60 INUTE) :i) 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) WY,ZD,DG ' 1 . LOCKSET K2 QCL230E 626(LEVER) Drawn By ai 2 CLOSER CAL-ROYAL 900PBF ALUM 3 HINGES CAL-ROYAL TBHRC44 4"X 4" .1 BI-FOLD DOOR TRACK STANLEY BF30-00-48 OR BF30-00-60 BB,KJ z 2 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 1 LOCKSET K2 QTL250E 626(LEVER) W/METAL PIVOTS '2 2 GASKET PEMKO PK33D 1 WEATHERSTRIPPING PEMKO PK33D Checked By a0i 2 STOP CAL-ROYAL WB26 1 STOP CAL-ROYAL JRS34 2 PULL STANLEY 4485 US26D E 1 THRESHOLD PEMKO 271A 17857 0 1 DOOR SWEEP PEMKO 216AV Q°, GROUP 16: DOOR Al2 (STAIR/BIKE STORAGE-90 MINUTE) Project Number g 1 3 HINGES . CAL-ROYAL BB31-26D;4-1/2"X 4-1/2" l LOCKSET K2 QCL270E 626(LEVER) 1 CLOSER CAL-ROYAL 900PBF ALUM Al • 1 I U KO PK33D 1 STOPGASKET CAM ROYAL WB26 Sheet Number 0 Copyright n ht 2016© If this drawing is less than 24"x 36",it has EC been reduced.Scale accordingly. FLOOR PLAN NOTES 0 - - 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD ;:;,17 • AND EDGE OF ROUGH OPENING UNLESS OTHERWISE -; 4t4'4'''',fl'' I NOTED. �� 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. , 4t , *fit ; 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE - _ SHEET A1.01. f_ 4. SEE BUILDING ACCESSIBLE DWELL NG UNITS.S FOR Inc A OR B ICC/ANSI Otak Architects, I 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR $O$ 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 East 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. 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING SAIRO Rogers Rd. 1.5%MAXIMUM SLOPE. Y A0 0 12. SEE 19/A8.11 FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 DETAIL.COORDINATE LOCATION WITH FIRE MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 1-¢ EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY g..> AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED (;-j CONTAINER 41' 50'-3 3/4" 32'-51/4" 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER A3.01 A A DESIGN/BUILDING DRAWINGS AS APPROVED BY I / 34 FIRE MARSHAL 1 ` A4.11 ( A4. 11 16. OPERABLE PARTS OF SECURITY CONTROLS LAND ELECTR IGHTING,ENVCAL NMENTAL, 4111 'a AIX RECEPTACLES SHALL BE MOUNTED BETWEEN 17. A4.01 A4.01 AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL WOOD FRAME �+ Hills I 6'-6" d51/2" SHEAR WALLS '-0 r PANELS TO BE LOCATED WITHIN REACH RANGE OF West 1 l l l is f -i" 't 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL SEE STRUCT. 't- _ - - - - - - - - - - - - - - - - - - 'k-', - AT GROUND FLOOR UNITS. 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Development r - - - - - - - -► rI DRAWING PACKAGE, 18. SEE DETTAILS9/A8.11AND 10/A8.11 FOR io r J r BUILDING FOOTPRINT ABOVE; - INFORMATION REGARDING JUNCTION BOX 7355 SW 158th Ave., I a EXHAUST i i ° ° I a a a ° I ° ° PLACEMENTANDDETAIL11 /A8.11 , 12/A8.11 FOR Beaverton, OR 97006 ♦ ♦ FAN TOP OF SLOPE PLUMBING PENETRATIONS FOR ONE AND TWO - - _ -j 2'-111 1 •" _ •-r' HOUR RATED WALLS. CRAWL SPACE CRAWL SPACE p • 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR Z I� EXHAUS 11 I ■ ' w w ® F20. SEE ELEVATIOE DETAILNS FORD HINGE ALL UNIT VENT LOCATIONS. _ate - FAN10 -101/; 7 -8 z ]- aQ a p Q Z 13'-11 3/4" A aI;10'-8" 10'-9 3/4" vN> = • MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF N VENTS AND SOFFITS W/LOCATIONS SHOWN ON 00 oD �.�' > 26 `�? 1 ACCESS 26 :1 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO ti 14'-31/4" -� Vii, HATCH BOTTOM OF SLOPE SE GREATER THAN 3'-0"FROM ALL OPERABLE r ® d f RUNNING yN, ♦ OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE . 33. _ =4 GREATER THAN 10'-0"FROM ALL OPERABLE T :F � STt3RAGE � STCJRAGE STC}. ` i r, : STC)RAG= S�`ORAGE B K 't�0- �G= $TC}RAGE -,Vii } A•, itii 5; ��- {6 BIKES} 12 A- El OPENINGS. 1f - 21. CRAWL SPACES SOIL SURFACES SHALL BE COVERED WITH A SOIL-GAS RETARDER MEMBRANE i {MIN.6 MIL POLYETHYLENE}AS PART OFA COMPLETE - - ♦ ♦ 1"""....'. -. . • ' ,�.....'� _ , - -- - N- - 0 RADON GAS MITIGATION SYSTEM. 3k i in - = ' - _ 1'-1" 5'-9" I I 3' . 3" '2' 0"` RE , ' 4'-0" r r- 4", 3'_-.1'I,' ' = _ 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ •j - I ■ i i f© �,... - i I ® N DESIGN BUILD AND SHALL BE PERMITTED UNDER A 1 , I_ ', `� r ' to DEFERRED SUBMITTAL. CORRIDOR � __ __ _ a� i -_ _ _ g � a _ .. ._ __ _ � ♦ - _ ` FEC- _ - _ _ .- ♦ _ 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER 0 N ' - - ---- It- �. 0 _ INFORMATION -`10 �� I� -_-1 ,` I B1 i 0 - •• i B1 ___ 1-�- -I "' 0 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL co 0 II A3 I -- INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. ____ , .#, TO i 8 -4 1/2 A3.01 4 p II "1 ii** , 2 A3.01 p „ _ H I I , ,... f:0 3 6 :,... fit1, Al1 - MINI 'Min I A5.01 :♦ (4 a) 3720 e.l'o♦M '` ( �+� _ 0 " N BRIAN R.EL MER,C '�' Q (� UNIT 2.1 B ® �� 3 UNIT 1.1 B J • `, 1I � VW SEE A5.20 . 11!11! A4.12 SEE A5.12 1 o D TYPE B ICC/ANSI .I INN= I �, ' TYPE B ICC/ANSI O POR t.AI�t�,OR ACC UNIT 416111�_� II�i ,_w: ACC UNIT `..\' ► =o OF * ' T ' UP 10 ILI it AI ... f a o4.114•11•MM i 4.11•1101M111........m.41111114, A_ Wr. Ammul iv) .1-- , STAIR i Lts 111 on . .-•"' IF ,ijk\ IL -� - < ,,, �:� _,-Iii FQ rn 10 3 3 - `�►Qi �� � Ir �! L! 10 oi i i ' isi10 ( ���_. _ �i! 10 12 Plex Uphill I e ..0., '-0" v� I PROVIDE KNOX COMPANY 4 - ,! � , /', ( . RAPID ENTRY SYSTEM{S} Basement Floor 5 1 1 5 1't-1 1/1"1 3 r PER EACH BUILDINGS AS 1A8.0411 8 -2 f APPROVED BY TUALATIN n 1'7 VALLEY FIRE AND RESCUE m o I 0 ar 3 1'-10" 2'-0" A3.01 I 3 1/2" "3'-0" '_0'� li �,l-0/+!' '�-6' .'-6' '_6' '_0" '_0'. '-0" '-0" f3'-9"aF'-6'�'-6' '-6 , 2'-11 912" 3 1/2"--7 '-4'-2 1/2" 3 1/2" 3 1/2" 3 1/2" 2'-1" 31/2"-' 3 1/2" 19'-0" 12'-5" 10'-11" 10'-91/2" f 13'-61/2" 5'-2" cr 41*N 43'-4" 9'-11" 29'-6" 2 07.13.17 Plan Check Responses .0 # Date Description 81'-9 Revisions I I February 15,2017 oc 1'-0" Vs di di ddigi co O I Date 0 n BB, KB,SM Designed By ZD Drawn By L BB,KJ 'l Checked By 1 17857 9 Project Number. 00 y N A2 . 00 - BASEMENT FLOOR PLAN All' U Sheet Number hi Copyright 2016 0 iZ A2.00 SCALE: 1/8"= 1'-0" Mir/ If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. m FLOOR PLAN NOTES ,----0- _- 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. .,, 4-,s ,1, ,,, 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL `r "`` ?`' LEGEND SEE SHEET A0.01. f • 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE `. Nr SHEET A1.01. __ _--= `= 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. Otak Architects, Inc 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR DIMENSIONS,TYPICAL NOTES,AND WALL 808 SW 3rd Aye, Suite 300 ASSEMBLIES. Portland, OR 97204 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.2$7.6825 OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Fax 503.415.2304 DUCTS AT FIRST AND SECOND FLOOR/CEILING A 4111 ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY AI Alk RATING AT ALL TUB/SHOWERS. A4A4.01 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND 'y FOR DOOR AND WINDOW TYPES AND SCHEDULES. River Terrace East 10. SEE DETAILS 13/A8.11 AND.14/A8.11 FOR WALL INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 82'-9" 0-I 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN 50'-3 314" 32'-5114" ON PLANS.WARP CONCRETE AT WALLS AND 2'-11 1/2"- / / COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE 11 3/4"---„, / 11'-31/2" / 25'-5" / 7'-3" / ---�3'-4 3/4" 17'-11 3/4" / 11'-51/2" �3'-0'/ AWA1.5%YMA FROM A SDLOPOUND WITHOUT EXCEEDING Roy Rogers Rd. 8'-0" 8'-0" 4'-10" 8'-0" '-0" 8'-0" '-3" 8'-0" 8'-0" ,-1'-8" 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET '� r / / / / + " / I / " L.COORDINATE LOCATION WITH FIRE Tigard, OR 97223 1 -6 2 -2 1 -2112 I MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE A3.01 1" 3" O EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY a AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL . IN MANUFACTURER'S STANDARD ENAMELED 1 I I-- CONTAINER 0 13_. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE a. I MECHANICAL DESIGN/BUILDING DRAWINGS. L3- / 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE W 4011131WV ELECTRICAL DESIGN/BUILDING DRAWINGS. cC VW FOR FIRE SPRINKLERS SEE FIRE SPRINKLER DESIGN/BUILDING DRAWINGS AS APPROVED BY : I FW 15. FIRE MARSHAL. z I 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, 3'-2 1/4" _ �' WALLS U SECURITY CONTROLS AND ELECTRICAL 1 '' 10i.-- WALLS d. `' _N ABOVE RECEPTACLES SHALL BE MOUNTED BETWEEN 17. co ABOVE 1- 1- r--- - ,--�., AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL lel `;n ; �, 10 n PANELS TO BE LOCATED WITHIN REACH RANGE OF } ' N .r �► - A8.04 a oLr ►` I 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL West Hills N I t ■M,.1411, a we+wcia:ar'nrMAIn•� o -� ..�_�,_�.,.�� i� AT GROUND FLOOR UNITS. ♦ ♦ ♦ - - - �" '�""" """ iv ' - - - QUI - - ♦ N. ♦ S. - 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT i' 101111 10 V �' MN 10 , 1 10 u /- N DRAWING PACKAGE. r I / I \ i" Ifil mou a r»•s.�... wwww I \ I M - ♦. 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR Development 10 = X I ( X O co INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave., / I / I I / \, I �. / I / I PLACEMENT AND DETAILII /A8.11 , 12/A8.11 FOR M ao I X ( , L . __ __ .. L. ___1414 __._ I I I - 5 I co PLUMBING PENETRATIONS FOR ONE AND TWO Beaverton, OR 97006 10 .Mi O HOUR RATED WALLS. 1 I / X \ I -..... ... .... I / N I ( / \ I 19. SEE 1 /M.11 FOR TYPICAL INTERIOR WOOD DOOR Z. _ _ ' V __._ _ V _ _ 1'-0" - FRAME DETAIL(AND HINGE JAMB DIMENSION). 0o F- b , , co 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. , A ® ; ; I GARAGE s 10 MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF • • N A3.01 4 , I to N VENTS AND SOFFITS W/LOCATIONS SHOWN ON GARAGE 1 GARAGE 2 GARAGE 3 G ' RAGE 4 GARAGE 5 [Ii 2 A3.01 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO ♦ ,' �}!� 1._51r2"Ira, I Bo BE GREATER THAN 3'-0"FROM ALL OPERABLE 24B �. �, or 1.-9,, N OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE GREATER THAN 10'-0"FROM ALL OPERABLE L ,- _ _ _ -� � . ( - - - r - - - N o \ OPENINGS. pli.,.. i i oo ( ___�"� 21. CRAWL SPACES SOIL SURFACES SHALL BE o WATER/ FIRE 10 , 4 , r 41 I 41 b) COVERED WITH A SOIL-GAS RETARDER MEMBRANE io1. SPRINKLER ' _ _ .I ' _ ! ' - - ` - (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE ♦- - - _ _ ■ Villal�v^�►� �� :__ ♦0., T...., r - - ♦ CO . RADON GAS MITIGATION SYSTEM. I i i :,. I I i i ♦ 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ b b N i,; - _ ._ _. sp I CORRIDOR i i i �I-�.- _ 1 ' i b b b • I - ik DESIGN BUILD AND SHALL BE PERMITTED UNDER A N ;� , ; i'' °' FEC I ` I ' ' I ' I ;,� ;n DEFERRED SUBMITTAL. I A4 �- -- - -- - _ _ _ w __ _ _ _ __ __ _. ``'♦ .n 23 DETAIL /A812&8/A812 FOR GARAGE OPENER f NFORMATION tic , ,I�0 t __e__,....._....1....B Ir.-, ©,� WO -- i r0 24. SEE DETA{L 5/A8.12 FOR NONRATED WALL IN 0 i i 1 1111 ;,,�® © 61 ! -- !Ea INTERSECTION WITH 1 HR FLOOR/CE{LING ABOVE. - I ,,,r1 1 1 px� - - - - , UP DN I - - - - -t ' 1111.11111111111 NO 0 4.„ III -- E 1 _1 AIR �� u I N d L= -J- . i I : Lr moo um - x Allkzo th ( I M�" I 't4 Ito •ti 1414 . N N Ak A - A5.01 • ■ ■. 1 Q cv n� 3720 v CW 5 AI I ® 111, a M BRIAN .�� UNIT 2.1 - B 4 ( _ _ _ ^ _ 'ILAN UNIT 1.1 -A . 4/.1.3/14 . c`�v �5�, SEE A5.20 `1 I SEE A5.11 li ° ' '-JtOR zy TYPE B ICC/ANSI STAIR TYPE A LCC/ANSI ? %)0:111.ANO, ``' ACC UNIT x11111"""-''' 14 ACC UNITI to ACC � r ♦ ♦ 1. : - - - -- _ : low__■nisi A -� V I 1414..-- ,r----- 1414 . ( `-� - B2 - - - - : ♦ N. - - 4 a 1.:J O gs 3 3 3 iso L z111 r iv - � , 12 Plex Uphill I I ROO- 1 I BELO First Floor Plan ai ro 7--z-4" n 3 PROVIDE KNOX COMPANY I I a /I 13'-0' -0'/ I RAPID ENTRY SYSTEM(S)PER EACH BUILDINGS AS . (..-- • 1/2" APPROVED BY TUALATIN _ 31/P" 2'-0' 3 " VALLEY FIRE AND RESCUE 2'-11112 3112 f 2112' 31/22' 1"- 1/2"331/2" 3112 '-0,, '-0" ( '-0" j"-6' '-6' '-6' 1 '-0" ,_0" iii '-0" ,-0" 10".?"-6`,,-6, ,_6, / ‘3' �!f / I I / 5 1/2" A3.01 1/2" 2'-11" 101/2" / 19'-0" 1'-2" ,, 9'-g" 1'-6"� 10'-51/2" y 10'-4" / 9'-9" ) 5'-2" / 43'-4" 9'- 11" 29'-6" / 1'-0" 81'-9" Q 2 07.13.17 Plan Check Responses -0 :evisi :e Description a) : 1512017 B D te 0 U H BB,KB,SM CO W Designed By a) c ZD an F- Drawn By BB,KJ Checked By c 17857 -2 Project Number Cr -v fA y N A2 • 0 I - a 1 FIRST FLOOR PLAN iii ilk Sheet Number iii Copyright 2016 it A2.01 SCALE: 1/8"= 1'-0" �� If this drawing is less than 24"x 36;it has been reduced.Scale accordingly. X • FLOOR PLAN NOTES rila y 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUDz0, 4 . s AND EDGE OF ROUGH OPENING UNLESS OTHERWISE " £` 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. , 0 - 3• FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE - - _ ` SHEET A1.01. - , 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. Otak Architects, Inc S. 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 A0 0FLOOR/CEILING ASSEMBLY. .4 .r 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY A4.01 J A% A4.01gik RATING AT ALL TUB/SHOWERS. re<t 9. SEE SHEET AI.11 FOR ROOM FINISH SCHEDULE AND a s' VP FOR DOOR AND WINDOW TYPES AND SCHEDULES. River Terrace East „I r 10. SEE DETAILS 13/A8,11 AND 14/A8,11 FOR WALL INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 41, 82'-9" 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN I 50'-3 3/4" 32'-51/4" ON PLANS.WARP CONCRETE AT WALLS AND 2'-11 1/2"---.\ 11'-31/2". 14'-8" 21'-4 3/4" 10'-91/4" 7'-8" 11'-0" ' COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE I -0" AWAY FROM AND AROUND WITHOUT EXCEEDING S�/ Roy Rogers Rd. 0 0 0 " '_ " „ '- " '-0" '-0 '-0" -0" '-0" 1.5%MAXIMUM SLOPE. y g " '- " '- " 2 6 6 6 1 ( 31/2 3/2" `- 1/2"3I 1 `2'-1/2" I '2'3" 31/2 III 2'-2"1 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 DETAIL.COORDINATE LOCATION WITH FIRE A3.01 MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY . AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 1 IN MANUFACTURER'S STANDARD ENAMELED 1 1/4" CONTAINER ( '-0" '-0" 3'-10" '-0" 5'-4 3/4" ( 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE 3 1/2" MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE • ELECTRICAL DESIGN/BUILDING DRAWINGS. 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER DESIGN/BUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL. ( ROOF ( 16. OPERABLE PARTS OF LIGHTING,ENVIRONMENTAL, ROOFille BELOW 111 SECURITY CONTROLS AND ELECTRICAL BELOW MO _ RECEPTACLES SHALL BE MOUNTED BETWEEN 17. "" T _ AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL ❑!�l- l3 Q Q I� IC i PANELS TO BE LOCATED WITHIN REACH RANGE OF } I• �,'�' �I ,•,-,,,�•,,,,,-•M,� 1� 7� Z �1 11 �� ,•:••-,••,•r �1 1� 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL West IIS` R UNITS. • ` � - - I• 511 ��`"��-_t 'm'-� 1 - - - ` - 17. FOR FLOOR ELEVAT GROUND OATIONS SEE SITE DEVELOPMENT a �� CI DRAWING PACKAGE. Development e,,, � ' x -- ----I "') b 18. SEE DETAILS 9/A8.11 AND 10/A8,11 FOR -m ...irn�, ;■• 7 III @ INFORMATION REGARDING JUNCTION BOX 735 SW 'I 58th Ave., N 1 11 • �~ B2 UNIT 3.2 UNIT 1.2 PLACEMENT AND DETAILI1 /A8.11 , 12/A8.11 FOR Beaverton OR 97006 1�; ( SEE A5.32 i SEE A5.13 f I I c PLUMBING PENETRATIONS FOR ONE AND TWO ' ^'` � I ( 20 - HOUR RATED WALLS. ,, _ 4 III c":- • 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR _ FRAME DETAIL(AND HINGE JAMB DIMENSION). 0, !v ct' 4"!12" O ,� ca 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. ,y t ROOF BELOW cMv MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF 3Il 1 I �0 `_I! °j` ; I I - VENTS AND SOFFITS W/LOCATIONS SHOWN ON PLANS AND ELEVATIONS. ALL STANDARD VENTS TO M CO IJ� A4.12 ------ MI 1 b BE GREATER THAN 3'-0"FROM ALL OPERABLE ~ _ hi Zo OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE l r N 'r GREATER THAN 10'-0"FROM ALL OPERABLE j 4w I1 �-... �gEs s, ( OPENINGS. IACES SOIL SURFACES SHALL BE �I I - it i I I A Ira 4"/12" 21 COVEREDCRAWL PWTH A SOIL-GAS RETARDER MEMBRANE ,lar _ _ I _ I Q I rte.0 =3 �0� (MIN,6 MIL POLYETHYLENE)AS PART OF A COMPLETE �� -- l - '*--- - CO RADON GAS MITIGATION SYSTEM. - ` 1� 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ Q i r 1 BECORRIDOR . b b c,.� 20 r r ]c) 11 DESIGN BUILD AND SHALL BE PERMITTED UNDER A '� 11 • 1 1111, _._ _ ®- ( "o '�' DEFERRED SUBMITTAL, PARTY • 1I, II.. ..� FEC.-- �� -"' %-____" 111111 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER WALL c.=ti___ i-_-!-_ ug J �-- 1 1711.0irall 0' r--�-_� _� •t : ? _ 1 24, SEE DETAIL 5/A8.12 FOR NONRATED WALL I A3 �- INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. A3.01 4 ( 0 g■ UP - I DN -J 1410 2 A3.01 IMIMI M r- M2d UN 11111# :Oh U, L Q -I 'I I ( I�r111I _I Ia milIII AI N Cry-14 Mai 1 EN . cv � A4 mil- .4ri� A5.01 MI - 3 ZI N ( M o N 3720 r.N CO !� " qv 1 � 0 -, . BRIANR.FLEENFR 0�/ . UNIT 2.1 STAIR UNIT 1,1f a.3/� ilk 1 ��"� SEE A5,19 I • ( SEE A5.10 -` PORTLANiJ,0R `! ( JJJ M T', __" """' OPEN Ell bid '�_ M _ ti=�:, /ter �, 41111rn ri" ,.. ----im -- ♦ ♦ -- '_le - _ L11 . .. Ana �..M��r:�-... �--�. _ I►\LI ilbe _ 'OMR _ `" �J - 4 1 1 1111 I 4111=1111111W 1•=111•11N.1,1•1•MMP AI 111 0.1 UNO� Q Q `i�� �_- --, Q 1 a Ir t.il 011 12 Plex Uphill ,w. ( " 2' 11 1/2" 31/2" 3 12" 31/'" 2'-0" 3 1/2" 31'2" 7-3 1/2' Second Floor lk '_0" '_0" 4'_3" '_0" g,. 6',.'-6',.'-6' O '-0" '-0" i,2,-0" "-0"I� ''-1 '-0" 31/2' 10".?'-6 '-6 '-6' ifide 101!2'" Plan 2 -11 p 1'-0" 19'-0" 1'-2" ,, 9'-9" 1'-6"ti 10'-51/2" , 51/2" 51/2" , 10'-4" I� I 9'-9" 5'-2" I- 11 a. I 43'-4" 9'-11" 29'-6" / I 82'-9" 3 i i i ( A3.01 B D a' 2 07.13.17 Plan Check Responses -01 # Date Description . Revisions re February 15,2017 5 to Date d U � , BB, KB, SM wDesigned By F ZD }.- Drawn By iti BB,KJ ke Checked By c a) E 17857 9 Project Number e 02 c N A2 . 02 _ . 1 SECOND FLOOR PLAN Sheet Number al Copyright 2016 O A2.02 SCALE: 1/8"=1`-0" If this drawing is less than 24'x 36;it has •y - D been reduced.Scale accordingly. a) re FLOOR PLAN NOTES a _O , - 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD M - _ 4) AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. ,a 4/ 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL - -- LEGEND SEE SHEET A0.01. < 0 ,, , 4. - 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. y 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. Otak Architects, Inc 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 606 SW 31d 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 A q DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN FLOOR/CEILING ASSEMBLY. 1-HR AI 0 Alilk 410 A4.01 / A4.01 / .1L TUB/SHOWERS. 8. RATING WALL AND FLOOR/CEILING ASSEMBLY Q /� 9. EISH ET A1.11 FOR ROOM FINISH SCHEDULE AND `WV FOR DOOR AND WINDOW TYPES AND SCHEDULES. River Terrace East 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL / 82'-9" , / INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 50'-3 3/4 32'-5 1/4" 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN / / l ON PLANS.WARP CONCRETE AT WALLS AND WATERCOWMNS AS SHOWN TO FORCE MIGRATE 2/11 11"' 111-31/2"' 14'-8" 21'-4 3J4" / / "10'-91/4" 7'-8" 11`-0" -0'/ AWAY FROM AND AROUND WTHOUTEXC EXCEEDING y3'-0%03'-0%031-0" '-6 '-6' '-6"3'_1"' 2'-41/4"---_.� '-0" '-0", '-0" '-0",-0" ISW Roy Rogers Rd. SACC "� 1/2" � "tom �-. �" / � y � / � y f 1.5%MAXIMUM SLOPE. 31/2""'-4 1/2 T1/2 47_, 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET 3 1/2" '2'-3" „-2'-21/4" DETAIL.COORDINATE LOCATION WITH FIRE Tigard, OR 97223 A3.01 3112 MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY 1 1 AND CHEMICAL MANUFACTURER'S STANDARD ENAMELED IN p" '-0" 3'-10",-O 5'-43/4" CONTAINER / / / 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE 31/2"--i MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. 1 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER I DESIGN/BUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING,ENVIRONMENTAL, 11 11A 11A its SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 17. i° 1 11i1-�� _I, 03 V OIIE o- - -11%11HHM O 11AMC AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL �, � -�� I r 11AA w PANELS TO BE LOCATED WITHIN REACH RANGE OF - - - r""` ''""'�`�""'""'! \_1 Q ""� `=7►�V� 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL West Hs r CI ■ iy a"rllll��irr a. ��r...r ■IM���w,,s it♦ '� ♦ ■ - ♦ - - 48 GROUND FLOOR UNITS. "' in O Q UN '� O ORIM 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Development iv.,,._j x x ; �' DRAWING PACKAGE. 1 •rte ` II \_/ 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR t.1 51 -/MEIN REGARDING JUNCTION BOX 735 SW 158th Ave., UNIT 3.2 ' 2 0 UNIT 1.2 �`_ /'� PLACEMENT AND DETAIL11 /A8.11 , 12/A8.11 FOR Beaverton, OR 97006 �'� M SEE A5.32 SEE A5.13 V iv -, PLUMBING PENETRATIONS FOR ONE AND TWO . ' j 3 I 11 M ` HOUR RATED WALLS. , 1 19. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR co I 1 I Op FRAME DETAIL(AND HINGE JAMB DIMENSION). cam 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. • N is j� i a . a, MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF �=/1 i E /L. �"-- VENTS AND SOFFITS W/LOCATIONS SHOWN ON `' Eill -- - o N PLANS AND ELEVATIONS. ALL STANDARD VENTS TO - N• -♦ --' i BE GREATER THAN 3'-0"FROM ALL OPERABLE a, - - •�Q 1 OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE -'4v 7.----,37 i 1 e GREATER THAN 10'-0"FROM ALL OPERABLE N c i 1,. .. i OPENINGS. 6 :Dv) 0 1 �� It, B1 I A4.12A 101 - . - Q . B1 __-- i 21. CRAWL SPACES SOIL SURFACES SHALL BE - , - Vp - n_^ �I i - -- r---r-i - - - COVERED WITH ASOIL-GAS RETARDER MEMBRANE I 0 (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE _ RADON GAS MITIGATION SYSTEM. `'� 1 ~ 20 Flo-21A r CORRIDOR 22 �, 1 O� o 6 `;? 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ a r -- � ___. FEC..------22 t� to ,`�; DESIGN BUILD AND SHALL BE PERMITTED UNDER A PARTY _ ( (• DEFERRED SUBMITTAL. WALL 4• �'�' Ir--z - f�=- -- --off I' ♦ - - GI 23. SEE DETAIL 7/A$.12&8/A$.12 FOR GARAGE OPENER 11A�- ,I�� B B1 - INFORMATION i i STAIR i 24. SEE DETAIL 5/A$.12 FOR NONRATED WALL [1] INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. A3.01 4 Q © y L�� r� -" DNIP itE 2 A3.01 O 1--1 = r _ - -J EDF- 1 r 1 y__!__ n - f__ rn orn r-- II a> -4 F I aft \si. am...7ra. ........111111 . Z./I -- .0,,...- ' I I d__ M o 3720 :,\ OBI Allik 'co 0 Mr 1 - 1 BRIAN R.FLL�Ixx '" `--��1 1 ti UNIT 2.1 r 1 I Nir I ! Q . -�9. 11' ' • "Q 0 SEE A5.19 UNIT •1.1 = M eo �..��a C OPEN ®f1 .- SEE A5.10 la0{�I I.Al1�l�,OR OE ,. L.k (7.5.03 ,,,, mimes io OF 0 L_ a� I n 7 47,(-0 It 141 1� - - (Nt Sb m 11A '�� �I� /� - - -- ---IlLit152111111k1 .0_. 0 ivy 31 Is t° d TYP 1 _ - - =� 4 UNO 11A ----- 111 tt ly ' BE o v BOW ' 121-lex Uphill E Third Floor Plan 3112"- 2'-$3/4"-N3 1/2� '-0"--\ 31/2" 2'-4"-\ 31/2"-� 2'-i" 3 1/2" 3 1/2" •- 2'-11 1/2I-- . '-0,, ,�3`-0', 4'-3" '-0", .'-0"4'-0"�, '-O '-0', /-O" '-0'�, , '-0" '-O" 4'-73/4" '-0", '-0" ai 'R 19'-0" 122 -5" 101-5 1/2" ,r�51/2" 13'-6 1/2" 5'-2" co / / l IY- l / "ii / 43'-4" y 9'-11" 29'-6" / a. 1' p h„ 'f 81'-9" / � 3 di 4111g1 wildi 1 A3.01L 1 - I o 2 07.13.17 Plan Check Responses (0 BEG lot # Date Description Revisions e Q± February 15,2017 chi Date 0 U BB,KB,SM 14 Lu Designed By co e ZD Drawn By ID BB,KJ gChecked By 1 17857 2 Project Number -o cr ca to N ■ - U03 1 THIRD FLOOR PLAN Sheet Number of Copyright 2016�? ia. A2 03 SCALE: 1/8"-1'-0" If this drawing is less than 24"x 36,it has .I been reduced.Scale accordingly. e ROOF VENTING CALCULATIONS ROOF PLAN NOTES o a AREA IDENTIFICATION ROOF AREA SQ IN 1300 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) r 2. VAPOR BARRIER AT INSULATION TO BE LOCATED IN WARM SIDE OFr ATTIC#1 2006 288,8641300 963 (6)x 50=300 SQ. IN. (10)x 50=500 SQ. IN. 1001 INSULATION. ' .::;:; . 37.83 LF X 5.3=201 SQ. IN. • 3. SEE DETAILS 13/A8.04 AND 14/A8.04 FOR ROOF PENETRATIONS. M ATTIC#2 2312 332,9281300 1,110 (5)x 50=250 SQ. IN. (11)x 50= 550 SQ. IN. 1123 4. ALL OVER FRAMED ROOF AREAS SHALL HAVE A 22-112"X 30" HOLE CUT IN 61 LF X 5.3= 323 SQ. IN. - ROOF SHEATHING FOR ACCESS AND CONTINUITY OF ROOF INSULATION. Otak Architects, Inc 5. PER 2014 OSSC 1203.2 THE NET FREE VENTING AREA SHALL BE 1/300. INSULATION HAVING 808 SW 3rd Ave, Suite 300 A VAPOR BARRIER WITH A TRANSMISSION RATE NOT EXCEEDING 1 PERM SHALL BE Portland, OR 97204 PROVIDED. Phone 503.287.6825 6. ROOF ATTIC VENT PROVIDES 50 SQ. IN. FREE AREA EACH. Fax 503.415.2304 7. EAVE VENTS AT TRUSS BAYS: PROVIDE(3)VENT HOLES AT 1-112" DIA. (5.3 SQ IN. OF FREE AREA PER 24"O.C. TRUSS AREA.) 8. SEE DETAILS 10/A8.04, 11 IA8.04, 12!A8.04,15/A8.04 FOR TYPICAL ROOF FLASHING DETAILS. 9. FOR ROOF SLOPES FROM 3"/12"TO 4"/12"DOUBLE UNDERLAYMENT APPLICATION IS River Terrace East REQUIRED.ALSO SEE SPECIFICATION SECTION 073113-3, SUBSECTION 3.2 TG"112" ROOF SLOPE ROOFING UNDERLAYMENT INSTRUCTIONS. 10.TRIANGULAR LOUVERS SHOWN ON ELEVATIONS ARE NON-FUNCTIONAL AND ARE NOT INTENDED TO PROVIDE ATTIC VENTILATION. A GI Gil SW Roy Rogers Rd. Tigard, OR 97223 A3.01 1-11 . a 1 ROOF PLAN LEGEND '0,r01,01',."63'"' EAVE VENTING _ = = OUTLINE OF WALL BELOW • DRAFTSTOP A4.01 - I , © I RIDGE A4.11 RIDGE inkA4.01 A A8.04 ( 4 10"/12" DS 10"112" TYP ` A4.11 -- DS DS j DS \t DS , DS DS f _ I r West Hills ' ' l '-0 Development � , p J Ls' irn ❑ ❑ 10°r 12° ® 10"/12" ❑ ; 'e 735 SW 158th Ave., DS I ' i 10"112" 1 x"112" - _.„1_______ n I i 10 . elJ = [_ , Beaverton, OR 97006 22 112"X 30"HOLE CUT 141 ® co- ® -1, IN ROOF SHEATHING AT OVERFRAMING ' Ch i t FOR ACCESS AND FOR CONTINUITY OF i� I 11 <( ET -. .) ' ROOF VENTILATION, TYP. y1 A8.04 w ATTIC #1 I 20"X 30" ' TYP v ® ' ACCESS PANEL IN F2 ❑ ��' 2006 S.F. 1 �.. DRAFTSTOP ' 10 i` 1 - A8.04 NVris ® le ' - N L F 9!! TYP RIDGE 10"/12 le 1 in CO i I is �J- i 4"112" RIDGE ❑ �- - ❑ ❑ ❑ - i i i - , _ _y „3,,,... I 1 HR RATED 20"X 30" i �-1 RIDGE t i= ACCESS IN THIRD FLOOR } i o N, i� CS CORRIDOR CEILING-SEE ��� JP 17 17 M ❑ ❑ ` _ - DETAIL 7/A8.11 - - ® 10"112" s ❑ L = _ rl- T - ?__ ��- ,_=___ DS CI DS g I & ' IO A8.04 TYP ATTIC #2 - ; i A3.01 4 l o�w I 2312 S.F. ® y II 2 A3.01 el 4- E n. -11 i © , �! �� 10"112" I 1i ' A4.12 v (� • e ❑ 1 ,l 81 ED .441 I _ 720 A BRI f1. 111[rR tat 3 (( & li 11 RIDGE ] !'.� 10"112" 10"1 12" A4.12 1_ _ Cts` • I I ° 1 el ❑ ❑ L ❑ ,0 'I 1 ORTLAN ,0R 81 10"1 12" i ' 10"112" f 11 _ 'o q - ' ' I . - - ' i ~ r Ili �,> • 4 :.�„-.. a gra Q a: - 1-01LL - -I i - + ' baa F Sae.ffi s� 1 L „�r Ya,`, - - - - DS DS DS11 DS _ I-,_ I N A8.04 a 6 D5 p 10"112" 10"/12" DS - J �I TYP A8.04 TYP ' o �© RIDGEL M RIDGE I X11 1 °a5L 12 Plex Uphill (N A4.11 I Roof Plan M CV N 0 I I I O o_ 3 ® A:ol (b) -6 m # Date Description N O Revisions ,. Z.) FEBRUARY 15,2017 Date a V BB, KB, SM V) w Designed By m N WY,ZD Drawn By `w i 6 Checked By c m E 17857 U CJ o Project Number a 0- (-(3)ro 04 u) N A2 . 04 1 ROOF PLAN Sheet Number Copyright 2016 c0 I_ A2.04 SCALE: 1/8"= 1'-0" If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. a) CC © � 0 4 ELEVATION NOTES A4,01 � o a , A4.01 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR r TAGS, 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. • 0 D41) B A I 12" 3. SIDING TYPE REVEALS&BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS UNLESS �� 6,1 OTHERWISE NOTED. A4,11101 10 0 8 10 4. SEE 11 /A8.03 FOR TYPICAL SEALANT JOINTS, SEE Otak Architects, Inc ATTIC ROOF VENT A8.04 TYP \ FIBER CEMENT A8.04 TYP A8.03 METAL LOUVER VENT TYP FOR BUTT JOINT 51 A8.03 808 SW 3rd Aye, Suite 300 12" PANEL SIDING SEE DETAIL 2/A8.035. SEE 14/A8.04& 13/A8.04 FOR TYPICAL ROOF Portland, OR 97204 TYP 12" I FIBER CEMENT 12" 12„ 6 PENETRATIONS. Phone 503.287.6825 12" - Ask , 10 SHINGLE SIDING 6" L 6,G 6. SEE 8/A8.03, 9/A8.03 & 7/A8.03 FOR SADDLE Fax 503.415.2304 2 X 8 WOOD FASCIA 10" 7 FIBER CEMENT THIRD FLOOR TOP OF TRANSOM FLASHING DETAILS AS NEEDED. ;:.°,4:17121-"YlP°" PANEL SIDING 40 10 718�"""'"=^ THIRD FLOOR TOP OF PLATE11:07., ,,,,::::,!.:' ifir�'omma ii"'nruin'iiir: €§' : TYP I- �; - - 7. SEE 61A8.03, 3/A8A3, 41A$.03 FOR DETAILS AT „ rIum €rulurinl' 1ari,■em■, , � 39' 4 71$" ELECTRICAL LIGHTS, COMMUNICATION PANEL AND 12 Imur anni llmlrumn nnrxlq► or.,12" I .Jul In,xlnplll:Wr: ,,!u Inllff ,> sl.CLASS C ARCHITECTURAL 10" II.npq,..M„ - W,F9i..,N ,Pl,.,rFl4P■4PLF'P.,l1l,F u .nv■ xlnn:n..u■.nu..n■u"nl. nnnl,.n.unun.,.nu,u� � �.�wml,m E tJIPMENT. GRADE ASPi IALT 6 liirr l'I Illilmrlt�o�'li� I�' 12 ,nv' 12" inlEM T Irmlr,flir ttlitl nxrie MR I tt nrmmnnnminl Erl nrmnlr�gnAnrmral tl f unnna 'I Q10" ': 1p ,ill'r II■r1i llllrunrmnru , rlll� lxlrlml I■■■I i■a■I■l rim dinuminr111n, p1 I Fri I■■■I ;mm�lml 11�rI i Inn 1111. 111111mnnl1IiItt 11 1 l■■.l L■■■1 IIilFrnlj ;SHINGLE ROOFING A8.04 D.d1rrlrill;@1SI nrl�lilu,lrn ., ;n. \ WPM �i1r mltl,:rn millmlllmli ,xx 1 n Hnlrinnr�111i� �n��IIr1x111u1',r[nrrn/1 1t II nl1m = .1�1r1,q1I nm '� 11i�7rnlmu 1 p �r"',r 10" THIRD FLOOR TOP OF TRANSOM Imnru �rnrll nninlarl nn M1111k"inrn I ,n ■ grI 1 n■n ii'17iiI,n ml�ilr■x11;■nnl■Imnlllurn: 1 uan r � il�I.I11111I�Ilr,:'Isl#rl �qnflrt; 1!I 111,1 \ r f��11 111,1, r1�I,nIpI,11,IrIn1 �r111mr1ifl�rinr 1 1 1 ��� in lul l 111 III !'r11lrn' 11#(EI1 �I�IRI fli�l III il rr�111 River Terrace East PTAC TYP (■ rxid1 11 �' L� �� 10111 1 urnn 111 n I Ittnnttm r Ir- ( 40 - 10 718 ►mn 1 1 IUI IN I .... 11x xx,1 x 1 1.n�II,1 (..„ ,.. x r r 1 III II 3X4METAL GUTTER& �I►A$.04� �y I© .Iii rn r i rni'Z"i,li rmnnr 1nr1n�► IIT��IIr �.�.� I �.pRl.� ' .ndlik ' ' '■ ?'r _,:--- ,: !" V:� I flumi iiia t' k::' .... .RN.JiI n 11 tii1 RPM 1 i ��i� I n mnn� ,mn�m A8.01 ■�� I �I METAL DOWNSPOUT � I I��i�n11p ry"�Irinln :, :,. THIRD FLOOR TOP OF PLATE ,.. . 7 Ir1Ysairm I ' �rlin 1 I �LZ 1 n■I I '� I -� �S}, rI ill [Puny 1£ r - - 12" .,' .=�a "i ..,.__.. .-._,__. :•--__: .n�„_,.. .,.:.::- ,,:_.-:.-- .-.:: _ ... -.._ _ +--==----.�.:- . , :'�I tin +- ��' 39'-4 718" „ - .._--__-_- IW � THIRD FLOOR TOP OF SHEATHING SiA=C':a,! !1. ;l4gj,4r �vY',�... , 1 _.. : ■ - -_: ,,,,..„,,.;-%,,,:•;:/ i ■ -max■ TAN VINYL WINDOW :.�.. >-,: ,,. 1 � € ... ,. � ,� a :I,ntt m n 7., 1 4 W/ � _ _ ELEVATION LEGEND xrmlra, !.I �. :::�:.munl ■� ��w ■jam u 1 u ■ ' 30' 3 314um - ='<=';rlrml _ ".;.fir! lrl - I 111711 - 1iukii --y ::1 17ir f.! - -- ni •fir it: n - --- �I FIBER CEMENT TRIM In tl ; r 1nrn 1ttrrlrnll � Gln 1i1■1 III ...s. t. '� II ■■■� I■■■� �� Wm III ■■� @rn ■■■ �■■ In �m t II imgSECOND FLOOR TOP OF PLATE t rIih: . � �Il�rl „:I ;" 1 . ■■ ,_ 29' 3., :._, Ine ,I mum 1...■ FIBER CEMENT LAP SIDING 4"EXPOSURE Roy Rogers Rd. I,,,l:,� `I1 1ru.. i ...x Gr_;.. Alk 1SWBrrl 11- ■ ®� 'u;fpi, ■ II uttl (� r isms . : - Tigard, :: �� : : '..�� :.ai9 .,■.,.",na nlli�r �lul�.�pp.iri�li. }; � }. e i s ] - 4 Tivand OR 97223 - .F..,:,,,. In I Inrlrip1111111IfIIIIIu •'i•.. .. r :+.e.a::,rh Jf:' I�: ttllxlInlml IIk111lIlIl1111111 I -..r¢ r: �' pI '''�I L:' [ll S a1$�t 1_!' •Ii y A8.03 Q .a 'w,11rI111IN■■IIA■�RJ�■■ -. ILI I ,ll l ti �,.: Illilal: 1n c p 1.11 pOM ]JJIIIII �■ 't ;-= ___ ----.:. . --------40.'""."1153" I" 1111111111111 - ' 1rt EQ EQ � I; ;:.< ,,_, i. :: ,1. _ • 1$.... ii - � � :. :: . _ --'- nII1,1u Irn,lrnn;l lulullullruu=ll:J E '�li' A8.01 1 s I! lihuli.. til .. 1h -■-! I = ----� FIBER CEMENT LAP SIDING 6"EXPOSURE �. :mumrSmnl1,11i1 -- ,,_. .. .q r. 1 ._._.. ,._. '® THIRD FLOOR TOP OF SHEATHING l 1...11c�..1:.:;_. , 2" --.- FIBER CEMENT :,-;,.-,:rimaan ttlrn ■����� Ilio! ,, .;Illi T H �' „ rinx!'rrLl�i i■an . „ diem r .c: .m______,..-111,1=1= I 30'-3 314" '8.02 , � 1 LAP SIDING W14" , - _:,::ninrlitirati rw/ i' ■ I 111.un, MEM . ,.,x,11Z ,Z7.----.---•=,,- � C=_ 04 """ nrllmr rnnii Im111 .t,; iSECOND FLOOR TOP I rx _ y - I i in A SECOND FLOOR TOP OF SHEATHING EXPOSURE A8.02 Y I . .. -..Pla Irl ■■■ ■■■ ■■■ i' rOF PLATE p n ��� ■► .1� ■■� I��� Y� ■� wax: I ! �':S; I 29 3 11 . ..� 'LI y ,_ ,'I i 20'- 1718 �i? ._z_, �:..,. : BRICK VENEER -T: I� -. 1 1 _i :. � rS11�:xx. .: Iil.� Sy � 11 _ ,I,r r� i nli . i .Fitt ��..; ■■■■■■■■I■■ ■r t ir' ■�■:■ � �I 1�.■,■I ION a1,i III: ■■■ ■II es' dl IRST FLOOR 70P OF PLATE I r � .. _ I @ 15 � ., 111>r.. : !: �,. ,'1r I 1@;;'`._ ,A8.04� 2 BRICK VENEER ON __--- - t s I '� = --_- 19'- 1 118" . ,,,.r- may„ h�i 'IA$.04 I 11u1@1 r x ■�� ■�__ �;� �■ "I =. :.. .nom+ l�r�r•nn ,■�1 � "- 3'.: l:.� - � - � ' � i['^�.. , fte BRICK SILL,TYPIII , ' III ,=1 $.02 I r�: I■, (�: t: f�l.' 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CEMENT TRIMMED -- A8.02 z`�@� `' a ---?:;,, ..8.02 ,�I.,. s: �iM'�■ I■i MI i mi� j --- ..� ._ .. ..... -- -- 3a�I.. �� ^_A8.01 r� 20 1 718 - - -� > _- -= I-s BUILT-UP SHAFTS : -. , ■ i 1 III .�p■ 1u..:,, ■ 3 [� z--- _. ....�� ,■,11@ r „. ,I, =EmFIRST FLOOR TOP OF PLATE �I .'i •:! FIRST FLOOR TOP SHEATING _� , II : -_ .1i 19 - 1 118 � J=tli ' ,'} _ 10 2" III I SEE CIVIL FOR ■- m _ -.-- _ DSD '"� ! ; ._-- _ FIBER CEMENT --- �!illl@::' 1g S� BASEMENT TOP OF PLATE FINISHED GRADE AT ;, '- IMI�INIi. r a iI1 i . . .LI. ■r.F. maim..' . >= "�' LAP SIDING W16 ,I.. 8 �. a�� lm. ��. ; , {� '8.01 $.02�r ■i■■ ■■■ -.jalf r -9 314„ EACH BUILDING _ I _== - A8 D2 • __ i • s s7..TJ.Z i - -- iu .a Irr s.02 : y r ® •s.oz __ Awl _ EXPOSURE ■�� ■�■♦ =,.I„ - .I � CM . . ...LITT y.ss•f �: F >Fate , -'�' ill ' lii'V _� ;, =!4 � - U :r� `' z� z=-:� _ - - _ GARAGE EXHAUST VENTSIIII�iIl�li �-� E'� 1 ; - -•--■- _-_ 10 - , L�I� _� Vilest Hills Ih1lSI j , - __ A8 A4 ---_ _=='-_ 111 -1 1 W110' 0"RADIUS11 8.02 - I _k, .rl���A8.02, �:; 1,.: •8.02 = _ ==�� .._ - _ .I FIRST FLOOR TOP SHEAT[N_� ♦ _ _ -- _ CLEARANCE TO OPENING DS DS DS DS DS DS DS - 9' 10112 --- -_ _�. r! - - Development ent �� --.1 =°_res A 4 BASEMENT TOP OF SLAB_49 G ei pl I e I BRICK VENEER COLUMN METAL FIBER CEMENT OVERHEAD GARAGE \ BASEMENT TOP OF PLATE S DS DS co • DS DS 0'-0" 735 SW 158th Ave., BASES WITH FIBER RAILINGS A8.03 © � LAP SIDING W14" © DOOR 8'-9 314 Beaverton, OR 97006 CEMENT TRIMMED TYP EXPOSURE 1 BUILT UP SHAFTS A8.02 A8.04 A8.04 A8.01 L L.. L. BASEMENT TOP OF SLA______. B_p 0'-0" 1 12 PLEX UPHILL NORTH ELEVATION 2 12 PLEX UPHILL EAST ELEVATION A3.01 SCALE: 118"= 1'-0" A3.01 SCALE: 1/8"= 11-0" (SEE 11A3.01 FOR TYPICAL NOTES AND DETAILS) A © Ali `gh g43) D111) ., �� A4.01 ` A4.11 A4.01 I I ( 1 1"X 4" FIBER 4 aIt 12 I=I il CEMENT TRIM 11111 411 411111 , 3720- 10" �. I. = 12" tirl kh "' _ 10° 8i?1R R.FLE NSR ?Jr. nlan IIA • 12" g /4 /#7. .liii�ir5' niniilirlr i .i r11r11r1r'1ir�Irr�nmr� l�nnnn. lrrtm,iu Ii Irmnrum�151t 1_,. wrnmru mitirdnnnmi Eh 3 ra 12 iln ! I I I ,. 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SEE STRUCTURAL 118"/12" 1/8"/12" > 1 I "» FOR FOOTING 7A SEE CIVIL FOR SLOPES AND 7A SEE CIVIL FOR SLOPES AND BB KJ — I � '' m MAX SLOPE GRADE MAX SLOPE GRADE — II 1A DETAILS % % Checked By n I �r !"�, BASEMENT TOP OF SLAB '�`�I; a BASEMENT TOP OF SLAB — m — — — 1 _ a _ FIRST FLOOR TOP SHEATING 1 . . < _ . .. : ". e = — — 0'-011 1 tIt -.._ — 01 011 — „> s 9' 101/2" 17857 O 1 t t' t a_ d • --15 ;.....°.... ' .-d A BASEMENT TOP OF PLATE ProjectNumber 1 A lit 81 9314 F: j - e_ 0 ill iii iii ii ! Li , `_' 1 12 PLTX UPHILL EXTERIOR WALL SECTION 1 2 12 PLTX EXTERIOR WALL SECTION 2 3 12 PLEX UPHILL EXTERIOR WALL SECTION 3 4 12 PLEX UPHILL EXTERIOR WALL SECTION 4 CopyriNumber 2016© iti - u" SCALE: 1/2"- 1'-0" SCALE: 112"= 1'-0" SCALE: 112"= 1'-0" I SCALE: 112"= 1'-0" if this drawing is less than 24"x 36",it has A4.11 - A4.11 A4.11 A4.11 been reduced. Scale accordingly. a - TRUSSES BY OTHERS,SEE STRUCTURAL TRUSSES BY OTHERS,SEE STRUCTURAL TRUSSES BY OTHERS,SEE STRUCTURAL — — — — — — — — — — _ _ — — — _ — — _ — — — — — — — — — THIRD FLOOR TOP OF TRANSOM M � 40'-107/8" - - e � . ��� Pipirpiptiipiptiplpipiplpt tea % 8x �tttttttttttttttttt r ,,,,,,v,,, ,,t_tt — i��� :���� 1��_,�i,,. — — ,..... — — — THIRD FLOORTOP OPLT.� 3911 __ --_-- ., Otak Architects, Inc 4 Imo: I 808 SW 3rd Ave, Suite 300 Portland, OR 97204 '► { lo,. psi Phone 503.287.6825 I -I '' �; j• 20 • Fax 503.415.2304 O. A 1 1? i►f (0- `, + s1 IP ' ! : BEDROOM i LIVING/DiNING t A BEDROOM S BATH LAUNDRY CORRIDOR 111, BATH � ! River Terrace East E ;moi 4 0,I 4 ►moi , '4 ��I a I SW Roy Rogers Rd. i7 'I /„I Tigard, OR 97223 A I © el 1,1 © i 2A i tii , I— — J., >, — — _ ' . xr — - — — — — - — — THIRD FLOOR TOP OF SHEATHING • � 30'-3 3/4" I ♦���•���t��1` _ _ ���r►��;►t��r►�_�rir� — — _ _ 1�#�#�1�1'����1�1�1�1�#�1�1�{►��1�1�1�#�#��� id�#�1�#�#�1�h1�1�1� #�#�#'�1�#�1�1�1�1�1�1�4 — — _ __ — — '�, ♦� ��i(1•� �'IliI',♦♦♦`,♦♦*♦♦�1�'.•r♦,— _ — SECOND FLOOR TOP OF PLATE I I I` 291 31� ' 11 4 '► ! • I �; Vii ' 41 4 i='. I s A �� r ' = •; 20 West Hills f1 0. Z ! • � 46 s . Development i I 735 SW 158th Ave., Beaverton, OR 97006 LAUNDRY 1 CORRIDOR 1, BATH BEDROOM �� BATH �.� BEDROOM LIVING/DINING . !s i 1 i I 1 4 % . 1 , s 1 I 1 ' , FA I 26 , © : 1Qs 2A 2A i `� 1 �►� L- . . — — — I. 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NI g . .... -,.,,,,,, a, i Nam 1 1 --- I) II Elio BB,KB,SM . co ..e- to ,-- --•'-` s., to • - w .'--,'' 1_ =1, , a. -_, • , A r Designed By Sit INN i I I 8 • .z., .< , , , i i --- ;I J r 1 1 1 1 • I El 3 ' 1 r Drawn By , , BASEMENT TOP OF SLAB41,p BB, KJ ..: • ,==:------11 ,------------illz-------I i —11 ---7:111---111---1i 1-11 !=11 --__ -_-_ '"--"-"i Checked By a) 11 `--111--111-111-111 ' 1--'" -- I 1-- II— ll !----W-111-111-111=1_11 "..17.:-11 1771 41----111-1 i I- I -11I— II III - 11 '—il '—' 11 ill 11 - 1 1 -11 ' .I-1 . II H 17857 § 7-77' ' 'iTT 77-,' __17-7_i__17-12- -__=-7 -T,--,7, -,77---.' .1-2, ,"',-- 1.., _, 1..---'7771 ---1-11.------77--ITT-—1-77--.2-777--.."7-7-________TC;72 1 Ti I • • Project Number 2 cr. 12 PLEX (UPHILL) - BASEMENT STAIR PLAN 1 1 12 PLEX (UPHILL) - STAIR SECTION 2 3 12 PLEX (UPHILL) - FIRST FLOOR STAIR PLAN Ac ni (I) n A5.01 SCALE 1/4"=1'-0" • A5.01 SCALE 1/4"=1'-0" • A5.01 SCALE 1/4"=1'-a' ‘ftif a NJ ..0 • Sheet Number • Copyright 2016 0 ir. • If this drawing is less than 24"x 36",it has • - been reduced.Scale accordingly. to fX 01.ELEVATION KEYNOTES UNIT PLAN NOTES SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR Al, '© - 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT F- 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, rµ 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. ~" n:_ry 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4, ALL DIMENSIONS ARE TO FACE OF STUD I UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED Otak Architects Inc UNITS),PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. 808 SW 3rd Ave, Suite 300 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL Portland, OR 97204 r2.-3) 22 49 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Phone 503.287.6825 22 19� 23 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Fax 503.415.2304 /-C 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. .4e- -( _0 41/DN,, 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.1 I&18/A8.1 I FOR TUB/SHOWER _ 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. <,_,_ I >_ � 15 -s _�_<�,II ,�'_\�� _ 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD (' `, ® ® �' o _ `, ® '�. OPEN TO 13. 4"MDF BASE(CONTINUOUS BEHIND �} - %� ~' - MICRO I�' DINING/LIVING APPLIANCE)WHERE APPLICABLE SHELF DETAIL. �-1 Bf' 1'/ 24 24 ' -1.- Ste' 3 �=►, .' . 14. OPEN SHELVING 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED � p - - . lit, _ 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST WALL INTERSECTION DETAILS. RIVer Terrace East - 4 - 0 0 0 0 o i N. ® HOOD 11. CLONTRTOLS, SWITCHES, ENVIRONMENTALL 16. PLASTIC LAMINATE COUNTERTOP WITH 4" CONTROLS,AND OTHER ABOVE CONTRH FLOOR.SHALBE �-� o .0 48"HIGH MAXIMUM FINISH BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION ® I--� o � 17. VANITY DRAWER UNIT CABINET RECEPTACLES ON WALL SHALL BE NO LOWER JI �' I--\ RANGE I (TELEPHONE/TELEVISION OUTLETS) REFR --_E -- _ --_ DW 18. SINK BASE CABINET,TYP �" \\� // . t' -'// `;l M 111'-- 11-11.--- i■rrrrn�� 20. PLASTICAINTED GYPSUMS COAD SOFFIT AND TILE THAN 15"ABOVE FINISHED FLOOR. SW Roy Rogers RCI. • 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR 4A 3B ,► '-6„ �► 3C .'2'-0' STANDARD UPPER LEVEL BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. Tigard, OR 97223 2'_6., VERIFY VERIF UNIT KITCHEN 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 22. STANDARD WALL CABINET WITH NO SHELVESSHALL HAVE 1.5 GPM FAUCET AERATORS. VERIFY W/MFR W/MFR ELEVATIONS INCLUDING 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS ALL BE FLAT WITHIN THE W/MFR NOTES AND DIMENSIONS 3 SHOWN HERE ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, UNIT 1 .1 KITCHEN ELEVATIONS � 24. STANDARD E SHELFBNET WITH DRAWER(S)& SEE I7/A8.12 FOR REINFORCEMENT LOCATIONS. A5.10 SCALE: 1/4"= 1'-0" 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND West Hills • SHOWER BLOCKING LOCATIONS. Y V 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS Development 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION 735 SW 158th Ave., 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ Beaverton, OR 97006 1004.11.3.1 0 0 0 �. 0 MIMI O 1004.10 3 2 1 TOILET SHALL COMPLY W/ CD to MIE OR 16 0 i ih t� .,. 17 ii _ ID 41131 -iv vl 4111) 6 scii:-.) c /AIN/ N I1.111111111111W11 II Li 2A 2B 2C 2D STANDARD UPPER LEVEL 1 -10 2 -3" UNIT BATHROOM -4"--) ' _ '�--I MIN jr1'-0" ELEVATIONS INCLUDING 11' 0 NOTES AND DIMENSIONS _ - SHOWN HERE 2 UNIT 1 .1 BATHROOM ELEVATIONS A5.10 SCALE: 1/4"= 1'-0" k t '"` 3720 -- - IBRIAN .FEN R 10'-9 1/2" 2'-10" 5'-5 1/2" 9'-6" 17 a /of ■ li . k „ 21A r- i 21A Iz RTI.AN ,OR 'S,, ® I- `_ T Mk ti .. OF O r....... , cip , , -............. i _____L_____,__, 0 y . ta• 2A 1 i ;r 1 REFR o BATH 24Br i w CL \\\ °, 3A i a 1 2D A5.10 28 Cl 1 = N ` 11A N ENTRY Q A5.10 3B ; a o Unit Plan 1 .1 o E cNi SHELF N. li C ..„„„T, ,.... ■ LINEN - SHELF W/ROD > D3 3C i � N 0' 24A cn 24A / N KITCHEN 1 N CLOSETit _ 1 _ ELEC. -- ---v •j m ,0 C*6 32a El PANEL r. 1:31 DW11 1 c\E _ cV _ ZX� r N . j 6'-4112" ,- a tTLAUNDRY > a �+I 0 U W D U f, 0 1 248 v 1 N I1 Cl SHELF 24A it) A8.12 _____ � N ® 1 2X6 _t_ 7'-2" 1 co ' N 24B ! BEDROOM - 5-$" - OP- PTAC8 _ 246 TYP I �' v ti 1 10'_4" UNO it iv CT i 1_ # Date Description o1 ...--1 LIVING/DINING Revisions 0 15 I. I Q ' FEBRUARY 15,2017 0 I Date U 11A TA BB, KB, SM w Designed By DECK/PATIO AT GRADE , B2 ZD F- F Drawn By � � � Checked By c E 17857 U 0 n Project Number 13 CT 43 A5 1 0 GROSS SQUARE FOOTAGE PER UNIT: 616 SF ■ U 1 UNIT 1 .1 FLOOR PLAN Sheet Number ai A5.10 SCALE: 1/4"= 1'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016 - it If this drawing is less than 24"x 36"it has > - been reduced. Scale accordingly. a. ELEVATION KEYNOTES UNIT PLAN NOTES - _. 1. SHOWER CURTAIN ROD i 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT ; - : 4 4 e 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/A$.11 FOR TYPICAL SOFFIT DETAIL. zu 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. 808 SW 3rd Ave, Suite 300 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL Portland, OR 97204 ® ® CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Phone 503.287.6825 AND SUPPORT. 7. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD Fax 503.415.2304 ID 0 ID 1113 I \ l 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 12. LRANGE HOOD UNIT REMOVABLE INEN CLOSET W/ L CONTROL 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER �► �T.,--r ,^ . OPEN TO ENCLOSURE DETAIL AT WALL&FLOOR. 43 <-_ I 1 _ • _ `- II �.C'' ` DINING/LIVING 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD r _ _ ,_- _�; SWITCH 13. 4"MDF BASE(CONTINUOUS BEHIND NI ` ,' <,___�_' 16 - �� • y` APPLIANCE)WHERE APPLICABLE SHELF DETAIL. __ '� '- Iv -�` (j ' 435 4D , 14. OPEN SHELVING 10. SEE 13/A8.11&14/A8.11 FOR TYPICAL RATED ON DETAILS. `•I �� 30""M!N 11. LIGHTALL ISWt CHES,IENVIRONMENTAL, 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST River Terrace East ? .. ICRO OAKSP n _� HOOD CONTROLS,AND OTHER CONTROLS SHALL BE _ _ _ I r-,k e _ , � ` ® I_..--. _____' 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. �1�- 0o ♦ BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION "_" 'I ,'I �" b �1116111 17. VANITY DRAWERUNIT CABINET b1 Q (TELEPHONE/TELEVISION OUTLETS) R=FR ... < .�=- _ RANGE _- ,7 , . DW 18. SINK BASE CABINET,TYPRECEPTACLES ON WALL SHALL BE NO LOWER i4 „ir, M t N 19. FAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. S1/V RoyRo ers Rd. �- - r s -- -�-� • �.�.��� 20.• PLASTIC. LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR g BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. Tigard, OR 97223 3A �2�� 3B 1 VERIFY ® 3C di,30"MIN 12 -0" L STANDARD TYPE A 21. PLASTIC LAMINATE BAR TOP. 13. ALL FAUCETS TO HAVE LEVER HANDLES AND g 2'-6" �, VERIF ICC/ANSI ACCESSIBLE UNIT 22. STANDARD WALL CABINET WITH NO SHELVES LL HAVE 1.5 GPM FAUCET AERATORS. VERIFY W/MFR W/MFR KITCHEN ELEVATIONS 23. STANDARD WALL CABINET WITH(2) 14. ALLSURROUNDS SHALL BE FLAT WITHIN THE W/MFR INCLUDING NOTES AND ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, 3 UNIT 1.1 - A - TYPE A ICC/ANSI ACC UNIT KITCHEN ELEVATIONS DIMENSIONS SHOWN HERE 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT ADJUSTABLE SHELF LOCATIONS. A5.11 SCALE: 1/4"= v-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES.UNITS ARE 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27 SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE , 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND �/V mit Hills SHOWER BLOCKING LOCATIONS. jQ • 19. SEE 17/A8.12 FOR WASHER/DRYER p ma REQUIREMENTS AT TYPE'A'UNITS Development 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: 735 SW 158th Ave., 0 IE © -OPTION A-ALL TOILETS SHALL COMPLY W/ Beaverton, OR 97006 © P ` wii)(13 t © 004.11.3.1 1 1.11 0 1004.11.3.2OPTION B-1 TOILET SHALLL COMPLY W/ \---- MI-0" 41. �\ Q iii - `\ 0OA 1 111, ID Taw 13 "�•`_ � _ - E- �--c```v' iv 13 /, 1rr.�.. a 1����L_ 1,{21/4" 2'-9"+( e2B 2C 2D - STANDARD TYPE A 2" ICC/ANSI ACCESSIBLE UNIT - BATHROOM ELEVATIONS INCLUDING NOTES AND DIMENSIONS SHOWN HERE 2 UNIT 1.1 - A - TYPE A ICC/ANSI ACC UNIT BATHROOM ELEVATIONS ,Illp A5.11 SCALE: 1/4"= 1'-0" . 2Q r , ., :'IAN R.FLEENER� i i 10'-91/2" 2'-8" 5'-71/2" 1 9'-6" ��-3 1.� �► ji 1 %MAO,OR 1 I ; L ' OF 0 i , . , . cl) o EDI " / ... 1 1 +� 1 I Nowl r ( s. ' REFR �,, I 10314" _ 1 . �rfL__ --:Z.- Cf) 1 o kr i - ter--- ` to st;i , i , • o M '2A i BATH r ' 1 D3 B1 - I` -_.-._- r i 3A ©Q cocsi : E �- i , nit an 1 . - A N. ' i ; , �. TRY `, KITCHEN i a 0 --- �, o eo _ - -.. -2D ';1x5.11 281 , i E /i i ;_ A5.11 3B-7.+ # £� r22 -i ::i i tom. i J i i ,- „ -- _ i i �_ _ 8i ; l Z Q - Type A " LE SV#2 Sv#1 , z- - 11\ i -;- a k. MINI: i `,i i .. --._� �... �__ o_ os a Cl ii ELEC,_-1----_._.., 14 I f I DW N i I L __ _ o ' o `�% D5 4 CPT#2 SV#1 PANEL 1 /'� i /'� 2X6 i i 5'-83/4" iOM 7 -6112 �� i- ' to cn ;} 1 LAUNDRY> oE . jak L W D v tiV migy SHELF °; BEDROOM _ _ °'o /ter - \ %'f `�' - ` 2X6p 2 07.13.17 Plan Check Responses ,' % 5.. '-8" s ,,k .- 1 2 07.13.17 Plan Check Responses i -•-1 t i� E ; ,� i i PTAC 11 # Date Description ti ' 4B `; Revisions / February 15,2017 0 4 2X6 v LIVING/DINING Date in si BB,KB,SM M t i w i i i Designed By 7'; 6 i I ! ` F ..d PATIO i i B2 ZD i i-- L ---- Drawn By 6. > BB,KJc t � ' Checked By 17857 v 9 Project Number In cf) A5 . 1 1 1 UNIT 1.1 - A - TYPE A ICC/ANSI ACC UNIT FLOOR PLAN GROSS SQUARE FOOTAGE PER UNIT:626 SF t3 Sheet Number 6 A5.11 SCALE: 1/4"=11-0". (UNIT MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016 O i. If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. a) Q ELEVATION KEYNOTES UNIT PLAN NOTES 0 1. SHOWER CURTAIN ROD - 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 1, ' 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. i..;-..1=- 16'' 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS),PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED Otak ArchitectsInc UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. 808 SW 3rd Ave, Suite 300 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL Portland, OR 97204 ® CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Phone 503.287.6825 (22) AND SUPPORT. 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Fax 503.415.2304 DOOR FRAME DETAIL AND JAMB DIMENSION. 22il \ 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. `. ® ��� ■ OPEN TO / SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD '-__H__-'__,_.--' �`�9 '}- '"- Il r� " - DINING/LIVING 13. 4"MDF BASE(CONTINUOUS BEHIND (' `) ,� '�.-.a�,�..._-`) - �, -• SHELF DETAIL. 20 \.--I /' \-c--.0.7-\ 7'1 `MICRO ' -/� jam,. I w APPLIANCE)WHERE APPLICABLE {24 I-�- <20.>-�+ �� 14. OPEN SHELVING 10. WALL INTERSECTION DETAILS.FOR TYPICAL RATED ® 15. HOOD MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, River Terrace East ���II. CONTROLS,AND OTHER CONTROLS SHALL BE 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. "' 1 ` �' ���a �o BACKSPLASH AND SEDESPLASH ELECTRICAL,TELECOMMUNICATION /rI`, o ll`,� ,--1 17. VANITY DRAWER UNIT CABINET 13 RANGE (TELEPHONE/TELEVISION OUTLETS) REFR --F---�, -- DWRECEPTACLES ON WALL SHALL BE NO LOWER 18. SINK BASE CABINET,TYP `�� 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. „ ♦ t - -� -t I 20. PLASTIC LAMINATE COUNTERTOP AND TILEBACKSPLASH,TYP SW Roy Rogers Rd. ���� 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR 4A 36 '-3:I, 2'-6" 1.((2'-0"di, 3C '2 -0" SANDARD TYPE B ICC/ANSI 21. PLAS C LAMINATE BAR TOP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. Tigard, OR 97223 it, VERIFY 'VERIFY' 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 2'-6" ACCESSIBLE UNIT 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. VERIFYjri3" W/MFR W/MFR KITCHEN ELEVATIONS 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE W/MFR INCLUDING NOTES AND ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, 3 UNIT 1 .1 - B - TYPE B ICC/ANSI ACC UNIT KITCHEN ELEVATIONS DIMENSIONS SHOWN HERE 24. STANDARD BASE ADJUSTABLE SHELFBINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT 25. COUNTERTOP MICROWAVE,PROVIDE BY ALL UNITS TO BE EQUIPPED WITH AUDIBLE A5.12 SCALE: 1/4"= 11-0" OWNER 26. SHORTER REMOVABLE BASE CABINET AT ALARM NOTIFICATION APPLIANCES. UNITS ARE WORK SURFACE WITH DRAWERS& TO BE PROVIDED WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF 27. SHORTER REMOVABLE BASE CABINET AT SINK APPLIANCES IN ACCORDANCE WITH NFPA 72. ANDO SURFACE PRE-WIRE UNITS FOR VISIBLE ALARMS. 28. 16. SMOKE ALARM WITHIN EACH DWELLING UNIT RANGE WORK WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER 30. RANGE HOOD CONTROL WALL SWITCH HARDWIRED WITH BATTERY BACKUP. 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND West Hills SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS Development 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION 735 SW 158th Ave., 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ Beaverton, OR 97006 I 0 1004.11.3.1 111111= 0 - 6 © -OPTION B-1 TOILET SHALL COMPLY W/ 0 is, MIOR 111D n / 11 M i _i 16 - -m C � (`� C - - -_ � � 1- 1004.11.3.2 CP L .J L , om- .. y 13 ® vir V ` , f l MOM `4' 3A .r 2'-6" .� X 2B 2C 2D STANDARD TYPE B ICC/ANSI _ �1'-0" ACCESSIBLE UNIT BATHROOM ELEVATIONS INCLUDING NOTES AND - 2 UNIT 1 .1 - B - TYPE B ICC/ANSI ACC UNIT BATHROOM ELEVATIONS DIMENSIONS SHOWN HERE A5.12 SCALE: 1/4"= 1'-0" ' 3720 rrei BRIA R. R 10'-91/2" 2'-8" 5'-71/2" 9'-6" ° / 1''` e _ _ RTE AIV ,QI; 25A 21A ---21A ^21A 21A • 2X6 11-9: 2X6 ...4' ' �+_ _.. .... .._ ..... __. ..... ...... C-1) 2X6 Et M1 - ' " 2AC 24 --41k. i CL Nr 246 '1• i -11 M 1 D3 o _ 24A 2D A5.12 26 j ENTRY M__;. 3A �,�_ _ Unit Plan 1 .1 - m LINE Z 1, I c� X LINEN_*-24A ? i O -A►-24A a, BATH C� --- ' ` A5.112 3B-- ... cNi -- u _ ; a, o Type B M KITCHEN , c4. SHELF 24/1- D3 ;'‘ 13C . iii - co _ -- r_--.__....................._ -...., T 03 i./ CLOSET v' p -- o C' r 8„ /\ io P PANEL /\ /� I M DW r2 -. 24A 24 L■ > . -- >(13 ' c I o a N - r---N • ` 2X6 6 -4 rrL a LAUNDRY > 1-- - l' .k is) u WH © � 24A~ \/ 1 24B N C1 SHELF i',) A8.12 2X6 i • 7'- 1 3/4" BEDROOM24B 5'-8" k M O 1 CO O I # Date Description 0 24B Revisions LIVING/DINING v <:42. FEBRUARY 15, 2017 co0 Date coo BB, KB,SM as i w ; I PTHC Designed By DECK/PATIO AT GRADE - ` DrawnZD �, 1 ' B2 f- *cc -7-1-- 'r- :�' BB,KJ By B. E D Checked By 17857 o Project Number Ei 0- ns L 1 2 UNIT 1 .1 - B - TYPE B ICC/ANSI ACC UNIT FLOOR PLAN GROSS SQUARE FOOTAGE PER UNIT:626 SF ■ _ U Sheet Number - hi A5.12 SCALE: 1/4"=1'-0" . (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016 O - - it If this drawing is less than 24'x 36',it has _ SI been reduced. Scale accordingly. a) R' . s ELEVATION KEYNOTES UNIT PLAN NOTES ' E 1. SHOWER CURTAIN ROD I. _1 0 3Q - _ 1. REFER TO OVERALL BUILDING PLANS FOR � 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. � ac q G, 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. :.,r 4' ¢` 6. 18"TOWEL BAR©48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS),PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED Otak Architects Inc UNITS),PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. 808 SW 3rd Ave, Suite 300 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL Portland, OR 97204 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Phone 503.287.6825 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Fax 503.415.2304 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER r - `� 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. �� ,"� K T� / �. ,^� `,\ �, } SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD OPEN TO -1---`,,- ii-mmilinsmir ,/ - _�, - \�- �� ' 13. 4" MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. DINING/LIVING 11 `_`\ ` -�� 0 �-�' :,_1 \\_,__ - ,� APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11&14/A8.11 FOR TYPICAL RATED .\1 ��� ��� �( ��� 1-' WALL 14. OPEN SHELVING WALL INTERSECTION DETAILS. River Terrace East 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES,ENVIRONMENTAL, HOOD CONTROLS,AND OTHER CONTROLS SHALL BE 16. PLASTIC LAMINATE COUNTERTOP WITH 4" a� 1 1 ELECTRICAL,TELECOMMUNICATION FLOOR. O• d �. m �, o 0 0 o e � e ,., - 17. VANITY DRAWER UNITT CABINET n � � 0 �1f l 'ISI (TELEPHONE/TELEVISION OUTLETS) __`� RANGE - - `� ,' `� 18. SINK BASE CABINET,TYP 19. PAINTED GYPSUM BOARD SOFFITSW RoyRogers Rd. DW `. - -\ � REFR RECEPTACLES ON WALL SHALL BE LOWER � , �� �� ., �� .\ �� THAN 15"ABOVE FINISHED FLOOR. i �� - „ '_ I - 20. PLASTIC LAMINATE COUNTERTOP AND TILE s. BACKSPLASH,TYP 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR 3A v 3B 3C 21. PLASTIC LAMINATE BAR TOP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. Tigard, OR 97223 SEE 4/A5.10 FOR 22. STANDARD WALL CABINET WITH NO SHELVES 13. ALLSHALL FAUCETSHAVE1.5THAVE LEVER HANDLES AND STANDARD KITCHEN 23. STANDARD WALL CABINET WITH(2) LL ON GPM FAUCET AERATORS.WIHIN ELEVATION NOTES ADJUSTABLE SHELVES 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE AREAS BE REINFORCED FOR GRAB BARS, AND DIMENSIONS 24. STANDARD BASE CABINET17 SEEJA8.12 FOR REINFORCEMENT ET WITH DRAWER(S)& LOCATIONS. 25. COUNTERTOP MICROWAVE,PROVIDE BY A5.13 SCALE: 1/4"= 1'-0" OWNER 15. ALL UMTS TO BE EQUIPPED WITH AUDIBLE 26. SHORTER REMOVABLE BASE CABINET AT ALARM NOTIFICATION APPLIANCES. UNITS ARE DRAWERS& TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACESUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE WITH 27. SHORTER REMOVABLE BASE CABINET AT SINK APPLIANCES IN ACCORDANCE WITH NFPA 72. AND WORK SURFACE PRE-WIRE UNITS FOR VISIBLE ALARMS. 16 28. . SMOKE ALARM WITHIN EACH DWELLING UNIT RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER 30. RANGE HOOD CONTROL WALL SWITCH HARDWIRED WITH BATTERY BACKUP. 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND West Hills SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS Development 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION 735 SW 158th Ave., 21. TYPE B UNITS W/2 BATHROOMS: I i -OPTION A-ALL TOILETS SHALL COMPLY W/ Beaverton, OR 97006 1004.11.3.1 ° Mill• -OPTION B-1 TOILET SHALL COMPLY WI MI OR 1004.11.3.2 •/\J ; i _ _ / / v / -, - - I 2A 2B 2C 2D SEE 3/A5.10 FOR . STANDARD BATHROOM ELEVATION NOTES 2 UNIT 1 .2 BATHROOM ELEVATIONS AND DIMENSIONS A5.13 SCALE: 1/4"= 1'-0" » v/ , f 64 720 rei 13'-51/2" BRIA R. LEi:NER gilti l' •% 1 ` , e RT1A1f,0„.144111 - ❑ ❑ I OF tV DECK/PATIO AT GRADE B2 �_-- - aN. wpm PTAC - CNiUnit Plan 1 .2 ti I I I 1 _ • E) N co ZNI iii 246 as N 5'_8" LIVING/DINING a / / is) BEDROOM ELEC. F413- .46, PANEL • I-To- 2X6 4A C1 A8.12 " SHELF ^ iL 7'-4 112" 24B 6'-9" k W I I D cv s-124A , '�` LAUNDRY `" a r U 2X6 -N. � J"' T El 24A` "F2�cco > DW ( I _ ♦ 4 -C v ' CLOSET ^ �` u `./ ----I----�. -! . t4 } t # Date Description N SHELF 21A j D� 3A L i Revisions N u) ` _' I ii / u 2A > --- 24A A5.13 3B e- FEBRUARY 15,2017 0 24A cn LINEN i Date o , o ,. - 2D A5.13' 2B" x T ENT Y /1'-8"� 3C , �' BB,KB,SM �; BATH 4B Cl i 24A /s-,/ �1 - �p KITCHEN Designed By 00 t , C r�' CL REFR ZD TIiITi1IILi Drawn By 25A 25A 21A 21A Checked By 2' / /10'- 10" -10" / 5'-5 1/2" 21 A 211 A 9,-6" / PProrojeect Number 5 CT ca m SEE 1/A5.10 FOR ADDITIONAL w A5 • 1 3 1 UNIT PLAN INFO GROSS SQUARE FOOTAGE PER UNIT:613 SF UNIT 1 .2 FLOOR PLAN - U Sheet Number A5.13 SCALE: 1/4"= 1'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPONDING TO THIS PLAN) Copyright 2016 - - Lt. /f this drawing is less than 24"x 36"it has been reduced. Scale accordingly. co CC ELEVATION KEYNOTES UNIT PLAN NOTES --- r-- -4 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 3,9 d - _ 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT R 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. _ SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 7 .. 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 fro ' 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& 808 SW 3rd Ave, Suite 300 UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL Portland, OR 97204 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Phone 503.287.6825 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. FaX 503.415.2304 (._4:_)--..„........,.. 1 ' H e 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER I 1 ■ 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. © © © `_ © SWITCH �` � � 13. 4"MDF BASE(CONTUOUS BEHIND �• SEE 3/A8.12 FOR TYPICAL CLOSET ROD MIRROR I © APPLIANCE WHERE PPLICABLE SHELF DETAIL. / 49 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED / to Q 14. OPEN SHELVING rTerrace . MICROWTH BILT-IN RANGE EXHAUST INTERIASRiver East .i,, 11. LIGHT SWITCHES, ENVIRONMENTAL, 16 - W HOOD CONTROLS,AND OTHER CONTROLS SHALL BE �t 16. PLASTIC LAMINATE CUNTERTOP WITH 4" 1$ ��" Ai BACKSPLASH AND S:NiuADTOT ESPLASH 48"HIGH MAXTIMUM ABOVE FIMSH FLOOR. © 17. VANITY DRAWER UNCABINET (TELEPHONE/TELEVISION OUTLETS) 18. SINK BASE CABINETYP RECEPTACLES ON WALL SHALL BE NO LOWER ,' } �`�_i 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. �� ' N ` `_L �'j•,,,, �� 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR SW Roy Rogers Rd. 3A ` 3B 3C 3D 21. PLASTIC LAMINATE BAR TOP g HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. Tigard, OR 97223 13. ALL FAUCETS TO HAVE LEVER HANDLES AND SEE 3/A5.10 FOR 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. STANDARD KITCHEN 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ELEVATION NOTES ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, AND DIMENSIONS 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT 3 UNIT 2.1 BATHROOM ELEVATIONS DJUSTALOCATIONS. MICROWAVE, PROVIDE BY 25. COUNTERTOP A5.19 SCALE: 1/4"= 1'-0" OWNER 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE 26. SHORTER REMOVABLE BASE CABINET AT ALARM NOTIFICATION APPLIANCES.UNITS ARE WORK SURFACE WITH DRAWERS& TO BE PROVIDED WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF 27. SHORTER REMOVABLE BASE CABINET AT SINK APPLIANCES IN ACCORDANCE WITH NFPA 72. 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 West H i l is SHOWER BLOCKING LOCATIONS. 19. SEE 171A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS Development 20. SEE DETAIL 4/A8.11 FOR WATER HEATER 22 STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: 735 SW 158th Ave., 0 O 1 O O ® C1_9_)------_______--.�� -OPTION A-ALL TOILETS SHALL COMPLY W/ Beaverton, OR 97006 to 2 ■ <€5: 5 111111E1 1004.11.3.1 ■ - �� -OPTION B- 1 TOILET SHALL COMPLY W/ OPEN TO 41) ■ 'r ' 10PTIO 3.2 3 �/ 1 16 MIRROR ::,.., .�_ -�` DWING/LIVING ...,.� ® �\ - {` �'d� - '-.' �\ 6 ! 0 I Ow , �I Lim MICR - -� --�-1 2/` 6 _ 28i�.A ��I Iii. ■ ■7�I1►rii1��� ��`'■ 00 0o■ / Lam { �i l�13 / r� �� Ir / O wisia-vill'i *-,WOW ll ____ _ _ _1_ /,/' _��, ��MII , 'iv 11111/ 1116111 DW ) RANGE F� _ ...,, i 2A 2B 2C 2D STANDARD UNIT 4A ' �' it4B 4C 2'-6" jr 2'-3" MASTER BATHROOM 2„ VERIFY - ELEVATIONS INCLUDING W/MFR '-0" 3'-0" I 1'_3"J VERIFY SEE 4/A5,10 FOR - NOTES AND DIMENSIONS • VERIFY --1,-0" W/MFR STANDARD KITCHEN SHOWN HERE W/MFR ELEVATION NOTES - 2 UNIT 2.1 MASTER BATHROOM ELEVATIONS 4 2.1 KITCHEN ELEVATIONS AND DIMENSIONS A5.19 SCALE 1/4"=1'-O" A5.19 SCALE: 1/4"= 1'-0" 3720 8'-8" Z4'-111/4" 7'-111/4" 5'-51/2" 3'-6" 10'-11" / / / / / / / PR.F icim: cvi2A 25AI � [27 21A 21A FA' 25A - /2'-0"/ N TLA , % , K._‘ . momom i 1 4,-- '-'- OF 0 Io Cr)" L 14- • E , 2 --1--,L--- REFR b ------;::: I DD 2A co/ W 0o an " 24A E I _ I 4A B1 F2 248 3' A5.19 3B co N. _ 2D A5.19 2B i J. io N o o CLOSET N Q� 4C A5.19 S 1 SV#D V 24A 3C BATH �� Unit Plan 2.1 2C 10 < > cn :IIJM • .KITCHEN 24A 1JIYIB 24A `� 0 SV#2 CPT#2 24A C1 . o >'� 1 I 15167 4' f D2 6LOSET r, 15 °� "v I I I o U SHELF C1D1 II_,_L-- > Mo. � .- - -. .- aci 07 24A Cl .�■ 24A 1 248 013- \/ U 24A 5'-6" ELEC.- A8.12 cXX Cl / it -•-• PANEL 2'-5" • 24B 10'-8" 19'-10" 10'- 11" / / MASTER BEDROOM • 24B LIVING/DINING BEDROOM co io # Date Description o1 io Revisions v I PTAC 43 4 ' FEBRUARY 15,2017 vi o I Date C) Vi BB, KB, SM Lj Designed By U � � •1, 82 DECK m ` ZD a, �1i.- _- , . Drawn By El 0 L-71 U, CP BB,KJ is Checked By c E 17857 U a Project Number c o- P Ai GROSS SQUARE FOOTAGE PER UNIT:910 SF A5 . 1 9 _ 1 UNIT 2.1 FLOOR PLAN u Sheet Number _ hi A5.19 SCALE: 1/4"= 1,-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016 O _ _ ii if this drawing is less than 24"x 36';it has been reduced. Scale accordingly. ELEVATION KEYNOTES UNIT PLAN NOTES - , 0 -.4^ 1. SHOWER CURTAIN ROD �► 2. TUB/SHOWER ENCLOSURE 1. REFER TO OVERALL BUILDING PLANS FOR � �*� � 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, DIMENSIONS FOR UNIT VARIATIONS AT � " EXTERIOR WALL. SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, .z' .0:v <fi {j m' 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. *i 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS),PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED Otak Architects, Inc UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. 808 SW 3rd Ave, Suite 300 9. REMOVABLE CABINET, CONTINUE FLOORING 6. SEE DETAILS 9 1A8.11 ,10/A8.11,11 1A8.11& Portland, OR 97204 ` UNDER CABINET.SEE 4 IA8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Phone 503.287.6825 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Fax 503.415.2304 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. <T_.,,,, -7.110.. ] Q r© Q CD 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER 12. RANGE HOOD UNIT WITH WALL CONTROL • ENCLOSURE DETAIL AT WALL&FLOOR. ♦ 2 Q Q SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD II -'OR a • a Q3 13. AP PDF BAS WHEREI UOUS BEHIND SHELF DETAIL. 0 14. OPEN SHELVING 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED M ' 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHTALL ISWITCHES,IENVIRONMENTAL,ON DETAILS. River Terrace East + d HOOD CONTROLS,AND OTHER CONTROLS SHALL BE !. f / �I- - - - _ �w�?�i48"HIGH MAXIMUM ABOVE FINISH FLOOR. �• 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 1 11 BACKSPLASH AND S{DESPIASH bkr - II j t C - 2 - Ilih'‘11 (TELEPHONE/TELEVISION OUTLETS) 17. VANITY DRAWER UNIT CABINET ELECTRICAL,TELE OMMUNI A 1 N _ N 18. SINK BASE CABINET,TYPN `.. ��' . U 19. PAINTED GYPSUM BOARD SOFFIT RECEPTACLES E F WALL SHALL R.NO LOWER k MIME 20. PLASTIC LAMINATE COUNTERTOP AND TILE THAN 15 ABOVE FINISHED FLOOR. SW Roy Rogers Rd. 12. SEE 2 I A8.11 FOR TYPICAL BI-PASS DOOR 3A 3B 3C 3D SEE 3/A5.12 FOR BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. Tigard, OR 97223 41, 2'-3" ICC/ANSI ACC TYPE 22. STANDARD WALL CABINETTOP NO SHELVES 23.21. PLASTIC LAMINATE BAR 13. ALL FAUCETS TO HAVE LEVER HANDLES AND B BATHROOM SHALL HAVE 1.5 GPM FAUCET AERATORS. ELEVATION NOTES STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE �~-1'-0 AND DIMENSIONS ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT 3 UNIT 2.1 - B - TYPE B ICC/ANSI ACC BATHROOM 1 ELEVATIONS ADJUSTABLE SHELF LOCATIONS. A5.20 SCALE: 1/4"= 1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES.UNITS ARE 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH 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 West Hills SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER • REQUIREMENTS AT TYPE'A' UNITS 22 20. SEE DETAIL 4/A8.11 FOR WATER HEATER Development STRAP INSTALLATION 0 0 ' 0 O Q /19 735 SW 158th Ave., 5 !Mil @ ` ` 21 PTION A�ALL TOILBETS SHALL COMPLY W/ Beaverton, OR 97006 © a © L -'' 23 1004.11.3.1 1 ,"till -� OPEN TO •' /_ -OPTION B-1 TOILET SHALL COMPLY WI 0Ill MIR OR 111 �b DINING/LIVING • @ ?11, '� r` 1� = 20 1004.11.3.2 OW ! II�I� 111. � \ �`I MICRO "'� fa II 1 \ GI ilD 17 // 'Za rr) ---_, ii © - 47) - - b ` II CI 24 ' L :_z_i7 .,: I �r I 41) IIII 64 allillummow IA 41) f 13 RANGE 111.11111monommum 111L_Wil airdinall -, ...., ,,,i 2A 2B 2C 2D I SEE 3JA5.12 FOR 4A 4' 2'-6" 2'-6 41," 4B 4C " "� 4 2'-6" �2'-0"� SEE4/A5.12FORTYPEB - 3 -0" ICC/ANSI ACC TYPE 2 VERIFY 2 -0" 3 -0" 1'-3 „1 / B BATHROOM WI MFR ICC/ANSI ACC TYPE BE 1 -0 ELEVATION NOTES \`'-1'-3" KITCHEN ELEVATION 2 UNIT 2.1 - B - TYPE B ICC/ANSI ACC MASTER BATHROOM ELEVATIONS AND DIMENSIONS 4 UNIT 2.1 - B - TYPE B ICC/ANSI ACC KITCHEN ELEVATIONS NOTES AND DIMENSIONS A5.20 SCALE: 1/4"= 1`-0" A5.20 SCALE: 1/4"=1'-0" • 1 ri i r-, CLOSET 3720 " „ 8'-111/2" 5'_14 -1 x5-� T-111!2" -5'-0" 3'-111!2" f3F 8.F E iERfq -, 25A 25A 20 21 A 25A 25A RTI.AI� ,011,156-1 . % N____n,, ' � 21 i i )Z ___ 1;1<) [ r S) t,I ''' O I[ MBAT -- - ----I r - 0 ... ._ . ♦ 2"' is) 1 >� i , 4A o I REFR 4 W I BATH ' _ 2 2A ; ; rn I ♦ B, 1, i AT 1 td_y F2� 1 x rai i� m 3D A5.20 36 ; v cv F. 24A 24B s ' 5A t ,a 1 ch p'A5.20 28 \ ENTRY I '.. _ .._.. .._.. D , N , 3CCI Unit Plan 2.1 - B 020 � _..} CLOSET x I 4C A5.20. - ,. r S\I •.V#2 I i'- 24B j o a i - Type B , fl i j/ KITCHEN SHELF _ iy 24A I 4B .... .. SV#2 CPT#2 -1' _- -f /'\ N 24A G ' gypN -- DW c� 24A D2 a `0 Cl M D1 _J ° I °rid 11111 I � ♦ > S! ' CLOSET in N I A - - - - - 2X6 ,-- _ H CNI -mac k U a0.. 24• K.. 1 _ u u 24A 248 A8.12 C1 A. ELEC. !'- 11/4 4'-81/4" PANEL CO N 43-2 ` 24B • 24B .id BEDROOM r N # Date Description NI ca MASTER BEDROOM LIVING/DININGzo Revisions cin .1. , --- 3 FEBRUARY 15,2017 a PTHC Date U 11) BB, KB,SM as W 1 •.1_ ' } I I PATIO Designed By - B2 ZD L H Drawn By cr_ _____:1 > rill 413 Q_ BB,KJ c Checked By a) g 17857 U 0 p Project Number -15 O GROSS SQUARE FOOTAGE PER UNIT:909 SF g A5 . 20 _ , 1 UNIT 2.1 - B - TYPE B ICC/ANSI ACC UNIT FLOOR PLAN OPTION A-BOTH BATHROOMSS COMPLY W/1004.11.3.2 - 0 Sheet Number - ai A5.20 SCALE: 1/4"= 1'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016© _ it If this drawing is less than 24"x 36",it has - > been reduced. Scale accordingly. a> 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 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. ` ; 'i SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. „ I• ` , 5. TP DISPENSER© 19"AFF 3. SEE 201A8.11 FOR TYPICAL SOFFIT DETAIL. I R1:: - -•-l•- - 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD 71,17Y-4.:-- - UNITS),PROVIDE BLOCKING UNLESS OTHERWISE NOTED. . `i 7. 24"TOWEL BAR @ 48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED I 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 1A8.11 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 1 (4 } C 1 O 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD (5 } 0 0 ( 6 2 0 MIN 13. 4"MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. t I 1 iidfr APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11&141A8.11 FOR TYPICAL RATED �- \ / 4 / 7 / 14. OPEN SHELVING MfRRO' 16 15. MICROWAVE WITH BUILT-IN RANGE EXHAUSTWALL INTERSECTION DETAILS. NMENTAL, / 11. CONTROLS,AND OTHERLIGHT SWITCHES, CONTROLSSHALL BE River Terrace East i HOOD c, _ 17 :11 ' , - - - 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION® L� T JJ (TELEPHONE/TELEVISSION OTLETS) _ I \ 18. SWKIBASECABINET�TYpBINETQ RECEPTACLES ON WALL SHALL BE NO LOWER 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. ID 6 - ® , _ // l\`� (13) - 20. PLASTIC!AMINATE COUNTERTOP AND TILE N \\ _ BACKSPLASH,TYP 12. SEE 2/A$.11 FOR TYPICAL BI-PASS DOOR Wit--- ��/ *� 1 HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. SW Roy Rogers Rd. ♦ \ LL 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 2'-3" 3B 3C 3D 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. Tigard, OR 97223 3A Jr 'I' ,� SEE 2/A5.10 FOR 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE 1'-0" 1'-0" STANDARD BATHROOM ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, ELEVATION NOTES AND 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT DIMENSIONS ADJUSTABLE SHELF LOCATIONS. 25. COUNTERTOP MICROWAVE,PROVIDE BYALL 3 UNIT 3.2 BATHROOM 2 ELEVATIONS OWNER 15. ALARM INOTIFICATION IAPPLIANCES. UNITS ARE A5.32 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER West Hills REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Development 21. TYPE B UNITS W/2 BATHROOMS: �-� -OPTION A-ALL TOILETS SHALL COMPLY W/ 735 SW 158th Ave., Q CD 0 , ® ® 1004.11.3.1 ■ -OPTION B-1 TOILET SHALL COMPLY W/ Beaverton, OR 97006 - It, 0 o 11111111111 © ` © / \\ 77-* \ ��.M.1 � 1004.11.3.2 llialli010 EP MIRROR �• Q ,- .� , -`� ® �.. \ lam/ 49 CI , ,u, ____L___", .01i) IM \ I•MICR ii I// / op ���� - --w.---. (...\r j 1 ("11': CD f 1•111111114 ID < 8 )--\.: __.,n,.... _ n n .% WaINIIIIIMIMMFMNiox. WAIIII 011 1111 MI RANGE ill ,, . b 1111 . / ntlikk... i ..4 2'-0" 4B 2'-6" II 2'-61, L 2A 2B 2C 2D SEE 2/A5.10 FOR 4A �VERIF1 it, 8,,) VERIFY 4 2'-6 1/4" W/MFR WI MFR W/MFR SEE 3/A5.10 FOR STANDARD / STANDARD BATHROOM - �1'-0" ELEVATION NOTES AND KITCHEN ELEVATION NOTES AND 2 UNIT 3.2 BATHROOM 1 ELEVATIONS DIMENSIONS 4 UNIT 3.2 KITCHEN ELEVATIONS DIMENSIONS I - A5.32 SCALE: 1/4"= 1'-0" A5.32 SCALE: 1/4"=1'-0" 11A {.l 1:103 r-re -- i r 114I o_ o 1 ti, 3720 DECK i J i i I E DW i �L_�__ (° . . BRIA R.FL NER 1 --Cn _L_ l--_.__I _I_- d ,i a 'vf ; / 10'-81/4" / 10'-5" / I' RTLAKtr.; QR .._-- . Q0 0 i. A OF 0 I - ♦ KITCHEN C 5A i PTAC B2 I ! BEDROOM 1 BEDROOM 2 to A5.32 B co N Q N N 9. N/CPT#2 SV#1>N- d Ce • 24624B 20 • Unit Plan 3.2 , M •- LIVING/DINING M D3 24A i c-‘1 ,_ \ •••••11= 1 � E1 , ai i• ' 24A 1 r �- Cl Cl 5'-6 114" _♦ j I CLOSET Zo - a _ ^ o ' 24A 5 24A ' ' LN N to r♦ ---- . 'k- 24A M a J 24A ELEC N D1 - co �,`L� 3'D-2 1/4" 5'- 11 112" ^ PANEL o CLOSET 24A GQ /SV#1 CPT#2> �", 24A J a. ° ,i. T \ ca c3 r---124B = `. 3C 4 Cy/ Cl �__� D1 D > > BATH 1 �� CPT#2 SV#2 a ENTRY J 3B410 3D tp 24A < > ca Cl) op w! D1 Cl px N 2D N I\ N LAUNDRY "' # Date Description of W 1 � 3A I 2" n Revisions D1 -ttr2C A5.32 2A I � p,J 1 D i , 0 u, 0, MASTER BEDROOM Ti a to b 2B��, X8 Date 15.2017 U 1A �_ r 4A N 8 1/4" v 5 1/2"/ 7'-8" 21A co N i. CLOSET 25A1 / 5A LA BB, KB,SM Lu .� � 21A Designed By P 20 .-124A J C M BATH Q x 21 ZD f- i N p-57; Drawn By 0) , BB,KJ tn 11'-8" ip 4'-8 1/2" I Checked By a� 1 17857 ca 0 p Project Number crm SEE 1/A5.10 FOR ADDITIONAL ( UNIT PLAN INFO GROSS SQUARE FOOTAGE PER UNIT: 1,159 SF ik5 ■ 32 D 1 UNIT PLAN - 3.2 Sheet Number iii A5.32 SCALE: 1/4"= I'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016© _ - ii If this drawing is less than 24"x 36",it has -5 been reduced.Scale accordingly. - m to ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR C © 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT _ 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 5. TP DISPENSER @ 19"AFF 3. SEE 20 A8 AND OR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS),PROVIDE BLOCKING UNLESS OTHERWISE NOTED. ," 7. 24"TOWEL BAR @ 48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS),PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION Inc8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, c 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 503.2$7.$$25 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 E I 1 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. ^ SWTCH � ° \ ° 13. 4"MI DF BASE(CONTINUOUS BEHIND 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD MIRRORSHELF DETAIL. 0_ APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED n 14. OPEN SHELVING WALL INTERSECTION DETAILS. �;, f f 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES,ENVIRONMENTAL, `- - � �� - - -AJ f I HOOD CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace East _ : _ _ _ \ f I 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. C v ! _ 11 C _ _ _ / -r. �° r r BACKSPLASH AND SIDESPLASH Ii? I I 3 -� ELECTRICAL,TELECOMMUNICATION 17. VANITY DRAWER UNIT CABINET E - - / /rfi,` e ` , 18. SINK BASE CABINET,TYP RECEPTA(TELEPHOCLES ON WALL OUTLETS)ALL BE NO LOWER L J -1 1 r I / / �� /' 1 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. J t 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR 1'-9 JrACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. SW Roy Rogers Rd. �, �, J21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 4A 4B 4C 4D 30"MIN 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. Tigard, OR 97223 CLR 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE SEE 2/A5.12 FOR STANDARD ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, TYPE B ICC/ANSI ACCESSIBLE 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT UNIT BATHROOM ELEVATION ADJUSTABLE SHELF LOCATIONS. 4 UNIT 3,2-B MASTER BATHROOM ELEVATIONS TYPE B ICC/ANSI ACC UNIT NOTES AND DIMENSIONS 25. COUNTERTOP MICROWAVE,PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.33 SCALE: 1/4"= 1-0" TYPE'B'UNIT PER ICC A117.1-2009 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER West Hills REQUIREMENTS AT TYPE'A' UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION Development 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ 735 SW 158th Ave., i ( IN II Ill 1004.11.3.1 MIRROR • i■ 7/ \` /„_���81;��_ \ '` -OPTION B- 1 TOILET SHALL COMPLY W/ Beaverton, OR 97006 zo° ° / \ / 8 1 1004.11.3.2 n 0 t° III N '� /xy\`� �MICRC o 9.'�/ - 7 r L _ I.1, i -I al s _ r I 1 C - T. _ C - - - � ¢ i�i�i��-o °:"liillMIIIIIIIIII° � ♦ i®. ,,,,,,,/( 0 0 0 0 �� , , DIN n RANGE 1 I K., ,- - -r N1 I V___ I _ . �I i Jr Al. SA j, 2'-6" j,1'-9"� 3'-0" 2'-0" L 5B i'-0 2'-6" ,1'-6' 2'-83/4"I 3A 30" "CMINR Jr�1�Q -0" 3B 3C 3D 'VERIFY.' -7I'1,_3, .r VERIFY VERIFY 1'-1" W/MFR W/MFR W/MFR ' SEE 3/A5.12 FOR STANDARD TYPE SEE 2/A5.12 FOR STANDARD TYPE B ICC/ANSI ACCESSIBLE B ICC/ANSI ACCESSIBLE UNIT _ UNIT BATHROOM ELEVATION BATHROOM ELEVATION NOTES 3 UNIT 3.2-B BATHROOM 1 ELEVATIONS TYPE B ICC/ANSI ACC UNIT NOTES AND DIMENSIONS 5 UNIT 3.2-B KITCHEN ELEVATIONS TYPE B ICC/ANSI ACC UNIT AND DIMENSIONS _ A5.33 SCALE: 1/4"= 1-0" TYPE'B' UNIT PER ICC A117.1-2009 A5.33 SCALE: 1/4"= 1'-0" TYPE'B'UNIT PER ICC A117.1-2009 ® D /� � �' o o `� T1 _ , X728 a 7 PATIO I 1 DW I Immommi BRIAN R.F E ER's co -. n -�� • 19117 I- - P R LAND,OR7.... F1r......inKITCHEN '414'0F 0 U 5A N. (V PTHC B2 a. A5.33 5B BEDROOM 1 BEDROOM 2 `" rco N-' a REFR lix c� - .o CPT#2 SV#1ii < > ,_ 2'-6" 10'-71/2" , 4'-11" , 5'-6" , Unit Plan 3■2-Bo N 5'- 11 1/2" M LIVING/DINING N D3 24B it- 24B • N 24Type B N PANTRY (0 iii " E1c_-'t C1 _ C1CLOSET M l '-- o `rSHELFSHELF&ROD -e N LINEN D324A ELEC. D1CNI Jj o v <SV#1•CPT#2 > PANEL ^ 24A CO CLOSET '4' 24A 4'-9" 5'-10 1/2" 24A TYP 24A--r J F -1 ,r :No SHELF&ROD r ,`• 24B 24A N (� 3C • CPT#2 [1-[ _ Cl) 24A..._. u_ • D1 W cn... _ 2 tl) °6 D N 4A ENTRY p D1 Cl 3B A5.33 3D 4A C9 w 'a 46 Ci) /� _ _ ATH1 N �_ _._._..... N ' u) LAUNDRY gq `n - :evis:e Description r- j C A5 33 D 2x6 "f 24A ._ __ n _: T FEBRUARY 15,2017 - 4AU N 2x6 1 2x6 Date �, MASTER BEDROOM `'_ _. ._0 ovoO 24A 10"-- 5'-0" /2'-51/2" T-8" ' 121A 25A ;. CLOSET w Designed By ta ZD ill 25A Drawn By 24A • z BATH n �°- SHELF&ROD � I , Y tti • Nr- --J21A BB, KJ 5'-01/2" c Jr VERIFY W/MFR x Checked By co 17857 v 0 o Project Number i5 rr IA r!.., A5 • 33 n 1 UNIT 3.2-B PLAN - TYPE B ICC/ANSI ACC UNIT UNIT AREA,: 1,243_S' = U Sheet Number _ ;u A5.33 SCALE: 1/4"=1-0" TYPE'B'UNIT PER ICC A117.1-2009 Copyright 2016 O ii If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. a) . . . . . . . • , . . • . . . • • . . . . . . • . . • A A - _ GO CEILING PLAN LEGEND _.. 0 4 A .yi"'..•..,,s0 . 44101 4( 4 < allk DROPPED SOFFIT @ 8.-0"UNO -, 0. 4 44131A re< 1, A4.11 1T4ip a a a 0 < VW 0 0 0 t3-' W El • +X-XX" DROPPED SOFFIT CEILING HEIGHT ; :---:_fi - -- - - _ - I •'4 0 0 t 0 0 (.*/ . t,. ..2 4126:(_: _ Ai- \''.( ' 911 - - - VENTILATION PATH . . , _. . . „,... •_,,..._ . ...... ........ . .. - - - _ 111k.'' __ ___ . _ - - - _ - ....., _r_....... __ __i ..._..._r li ---S. J D4040Thil V' IF ir . . . . . . , ] 111111111• i IIIIVIVAryNe* 41,4 110 =t=i•••11'..7.....1 'MIX 4 r4ir NO 11 I Otak Architects, Inc • . A3.4,.4 . 808 SW 3rd Ave, Suite 300 . ' / *4L41c,AL"..*4 Adik..4 T:1 %**4 I ..1 • . I J Ad ] Is,‘.4 /••s 1 01 IP.rA.+Or 404140 0 s • / Portland, OR 97204 • '1 *if%40:1%A 40 - ..•.•. .,...- . UNIT 1.2 Phone 503.287.6825 Fax 503.415.2304 -.-''‘' .'• -' ._. ._ GARAGE 1 GARAGE 2 GARAGE 3 dARAGE 4 GARAGE 6 GARAGE 6 -V :*41 # X; 444.44417* / '''' 1-1 . I / 7 4 ...A,...& / /. 1 , _._ .,, •_ ' / N40,1, I :: '•:.....-1,,,',•-•*:-:' GARAGE VENTILATION DUCT ENCLOSURE 1 / GARAGE VENTILATION ...•1....: EDNUCCLTOSURE "•.:,:''] : a • ia.. , . \'' \ ., •... , „ A4.12 " '•:-. :".-,:.•;'.'.-,*•: +8'.0" 1:':,:' '. 1..,"::-::''.-:•.---;- .?;-'; -:-:.`,";:' :..iT"--.",,',..:-::.•:";-; •-•-:-.1-:•'''.:.--- 'sz'-':;.-.:•;.',';'•- 777 . • • A4.12 ,'S a. Allik' ar" .i 01 I- ..'t:' River Terrace East gig? •' - 1_.' * - '- . . - ..-•: -..:, .. ,, _,-, ...,. .. .-,. ..;...:„,. • .,,. ....,,,..:_.-„,_. :•,,,,....:. ._ _.• , . .... . „. .• . .., _ ..... ... , . ,.,, • , ., .. ,, ...... „ . ... ... ..,•• . . ,...., .. .. 22 L A4212 I" .. , '1,,;:,•,-•:••"•-,'• .,..•J 4:,:•:::‘:,' 12 CO . ,,.. ....,. .. . - .. . ... .„ . +8'-2"© CORRIDO- A +8'-2"@ •.,,-• '-.•, A8.12 I- -• ,-...,-- :: .-- • '- '• • ., - -- • +8'-2"@ CORRIDOR +8.-2"@ ;:,,:v.•::•.,:':'"..1":?'•-.;..4: • •'''''•' SOFFIT SOFFIT •,.„V, . ),• TYP SOFFIT +8.-6"TYP. ' SW Roy Rogers Rd. :4,,,,..-. ... +V-6"TYR - -• ' ;,::',-,:,<‘,"•': ___TYP .._,............ • .3'.;,--.,---t-,, SOFFIT :, :. ',•, . A8712 Typ I 0 Tigard, OR 97223 EXHAUST .--.,.,.-14„...--- --.,. .......:=L.7.-..__--• --:-.;-• -.- - , amaamo , . ---: 7 --,••--:- .77-••,-• EXHAUS CD ,...„, .,....:‘,.:i. , ,_, ..,....,„... 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EXHAUST Ceiling Plans 0,1 STORAGE STORAGE STORAGE STORAGE SfORAGE BIKE STORAGE STORAGE CI '..._LI ":',',',:_.': : :7,1.= _.',"._ ..-.. .„•, :•.:. •,t _._.::•,.,,.`,.• L. 4.- ..,::_::-4,,,.,-,,,,,,:;--•1:::! .1, . . - -.- .-,,•..-. .',._ :7;;::'-7 MEM i,..._ • dilk ,:_„;. . ..,::....,...„....,...._•.„......:...:.. ,„:„,_..,„_•••„,..E. hi i amalami i ' 1 - - t 0 12 co kff A ,-.. ,1‘1,:. .-3, ,?.. CORRIDOR 1 cl 12 -; •,--;`• ..*'...tr,-.='••••••••"-:- "':.,;.;..•-•'.-`__‘ I +8.-2"@ -••"-, . CORRIDO +V-2"@ ;*;•'-;;A-V,--`,--)..,:'•-•`:-•=-.1- ., +8'-2"@ +8'-2"@ !:,'-':•4, 1:-, A8.12 SOFFIT A812 SOFFIT -i.',----. ..,, , ,::‘;;I:::•::.,'::::•;,•-'=...`;;; - - - .,__.-_-, ---f___ ,Li',-..•:•- •• . ..41 .....-:: , :;:, ,::::---. SOFFIT +8.-6"TYP. SOFFIT ,•-(: ':‘•=*•-'-,. ••• - TYP a_ •;V'1;;‘*:::- 1-6 TYP EXHAUST - ' 7-7-'77^-.-.:-" '': s,-:' • •-::-', 1 „., .. .• TYP EXHAUST .--`.„---,,,"...c.-='.-".,.-N-:,---...",...".,,;...:•,1",..t•o."-i_-'_=•,'":-1=..'•..•..:._"_.s,:.%.-;.:•."-:a::'..:•-,-;'..,'",.,-:.-----;,,-----,;--r----,'-,7-1.1'.: -m,•,orna :;-:-_-;•':-, .•-.z::-;• :••,:..,-,•-•:.".-,:;..:I."-.....•••• STAIR -- ..••.•,-,.7-.,-,= •,-.,. • IIIIIIIIIIIIIIIIIIIIIIIEIIIXIIIIHIIIAII UST41111 EXHAUST \t\ ,'t,,.:.,...:f'• .,;1.,.;,.._4',,;0..=..,...'' -_,I:_7..-,.;._1_:-.:•-,.I.:......45--s-;;-.. -,,-.'-I-T....„ ..,_'..,-__ 7. • -_. . , STAIR :•--:•:'-1.-•'-''''-•-' -' r ''• :' •:-.:"-1..'.--•.17.-,:'-•,-•'•,' ,"'•1.:i.-7-*.7--.--.-'--.-4',,-.-:.,77-1L----•-:- --' ' :.•;• EXHAUST . • '... „ •-. . .• -• .•, • ' •'.......-i -,.',-'• :,.••:t.1',.!,.. .. , ' '` • • ' ..1 .:1 '.: ::•,_:1011 ,:.-4-,;,... 1.,.•-'‘.-.T"'-' . . . .•. •. .,..., .'. • - •r .• •.-, - t - &. •, , -(- .‘ , .......... •.-.•'.•-. ,- •• • .,,,, .,. 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CO 'NV 4 - "Vor Date 0 - a 4 6 4 a A 46 4 6 4 t 4 * 46 4 0 ' 6- ,.., ... • BB, KB, SM .... to Um/ -........• . i --- @-• - ..........,.- _ 4 Designed By -i'IMMINIM.• MN=1•••••-• --a.. --- • '''a' . ____ ••• r' .1...........4.1_11.-4 11- U sir. 4 s. .1 .." ---- E 0 ., I i I ir Ifl AA 6-4 ri 1 E-- 1 1---"""--- - - , 6 Ii 16- dAuthor • , Drawn By +... (I) I I I ..e3 BB, KJ • 0 0 Checked By 42 lu E 17857 § , 1 B D . Project Number 19 B D . . c.f., . A7100 3 N ' Sheet Number - .. Copyright 2016 0 '1) 1 12 PLEX UPHILL BASEMENT CEILING PLAN 3 12 PLEX UPHILL SECOND FLOOR CEILING PLAN _ ir. • If this drawing is less than 24"x 36",it has - 5 A7.00 SCALE: 1/8"=1.-0" A7.00 SCALE: 1/8"=1.-0" been reduced.Scale accordingly f2 • . - • RAIN SCREEN FURRING-DO NOT HEADER,SEE LAP FLEXIBLE FLASHING PLACE OVER WINDOW STRUCTURAL --_r- - -- --= ------ ToHvEERR OVER METAL FLASHING FLANGE _ 0 = NOTES RAIN SCREEN BLAPARRWIEEAR FURRING \\21/-1 - PROVIDE FIBER CEIVIENT SIDING FIBER CEMENT FLEXIBLE AND 4 ../ - 1. CHECK WINDOW ROUGH ALIGN OVER RAINSCREEN FURRING ....14 MTL FLASHING SIDING 4 I SEE PLAN - - ';,iA, .41. 4.4,4 OPENING FOR LEVEL, 1 . , . , ,.; Nr.,-,-,-A4.A.; --_-___------ -= PLUMB,AND WALL STUDS INSECT SCREEN INSECT SCREEN W/1/4"AIR II 1 , .) '': HEADER,SEE LAP FLEXIBLE ' - - ---m---- -; -, , • Tr-7"'II t•-4i,,&-,;,, -'4 __7. '''`--- -_--7-.-_. CUT HEAD FLAP AT 45 I SQUARENESS. IN AT TOP AND SPACE MIN AT BOT OF RAIN : STRUCTURAL FLASHING OVER ... bialt,”T„, . - - - DEGREES AND SECURE IT I i ADDITION,VERIFY - VINYL WINDOW BOTTOM OF SCREEN,DO NOT CAULK # ; . votb' -2‘ i,„ - 1 x MDF TRIM, NAILING FLANGE I ,..- -'r'4,0'i ___- --za AWAY FROM THE THAT THE OPENING FRAME - RAIN SCREEN I LAP WEATHER / / < _ - PAINT -_- _---- .,....„. OPEN SPACE 1 -41 : BARRIER OVER _. OPENING. ,,4 WILL ENABLE ''''''''•--.„.., .;" 1---- __- ---•-c _ - --_--- , MANUFACTURER'S 1 FLEXIBLE AND ee...,ir ,li, FRAME NAILING 1 I FURRING - / 410 , REQUIRED CLEARANCE „. ,, AT HEAD AND JAMBS OF - FLANGE ./ I 1A(1; __Alla SEE I I < •.• •. kr'k I- Otak Architects, Inc DASHED , '141/1 ;,,-' PLAN : - ___.•,... INSECT SCREEN _ : -- INSTALL WEATHER WINDOWS.IF THESE \i‘ AD,- STAPLE DOWN 1/8" RESISTANT BARRIER iiiill CLEARANCES ARE NOT I DO NOT LAP CEMENT TRIM, ' , ' • 808 SW 3rd Ave, Suite 300 CORRUGATED PLASTIC - I ! W/1/4"AIR SPACE < ..- (WRB)IN A MECHANICAL, AVAILABLE,THE I RAIN SCREEN \C UNO .:,, I':' MIN AT BOT OF .,, FLASHING PROFILE Portland, OR 97204 _., BACK DAM. POSITION IT i 1 . Ai ' RAIN SCREEN,DO i , WINDOW SHOULD NOT L FURRING OVER I FILL GAP BETWEEN ' 4‘... z-c iz 1 ,....•1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 v-1 iiii -........4.1_.....iiiiIi I il .,: i Phone 503.287.6825 SHINGLE LAPPED STYLE 9" 1 II.-k BE INSTALLED AND THE 1/2"IN FROM THE BACK IIPT'' WINDOW I 7; I_ FRAME AND SAMF iL,! AND SEAL IT WITH WRB CONSTRUCTION SUPER- OF THE OPENING AND 4.-- I;- NOT CAULK 1"x 4"FIBER Fax 503.415.2304 FLANGE -",,.,1 I W/EXPANDING FOAM II CEMENT TRIM,UNO MANUFACTURER'S Pilo 9" INTENDENT SHOULD BE WITH ENOUGH SPACE . ' -I- END DAM APPROVED TAF'E. NOTIFIED. FOR INSTALLATION OF 41441% INTERUPTED L • SEALANT ALL AROUND • Mita)110 ,? BEYOND, FILL GAPS WITH :-• RAIN SCREEN - - • INTERLOCK W/ , ....' I - = • • -- RETURN WRB IN TO JAMBS411 THE WINDOW,SEE to 11... "- 7 5-.‘ ,.. ..-:1...:-..; .:.: - WRAP INTERIOR VEIIITTI:LNAGTIFX w----; --.1------ ---t-- 1 t JAMB FLASHING OF WINDOW OPENING. 1 &2/A8.01. WRAP SAME INTO I I HORIZONALLY UNDER i° 74v - - RO , END DAM METAL HEAD FLASHING SET IN , OPENINGSENT WI GYP BD River Terrace East ..s I SEALANT FLASHING PROFILE LEALAND DAMTSWSITHET SEALANT ALL '--, 140 WRB TYPICAL, /\,,, AROUND WINDOW ONTO SEALANT , . ..--.4 . ,,',,,. SEE 13/A8.01 BEDDING JOINT \ NOTE:PROVIDE 5---, -4 I a I I .•••,-,‘ 1.1 FOR ADDITIONAL INFORMATION - FURRING TO NOT BE PLACED OVER WINDOW FLANGE WOOD DOOR FRAME NOTE:PROVIDE WEATHER WRAP AS PER 13/A8.01 VINYL"NAIL FIN" WINDOW WEATHER WRAP AS PER 13/A8.01 STEP 1 i I STEP 2 i 1i1 SW Roy Rogers Rd. 12 RAINSCREEN AT WINDOW (SIM OTHER OPNGS) 8 UNIT DOOR HEAD AT FIBER CEMENT 4 WINDOW HEAD AT FIBER CEMENT Tigard, OR 97223 A8.01 SCALE: 1"=1'-0" mum SCALE: 3"=1'-0" A8.01 SCALE: 3"=1'-0" 1" INSTALL THE WINDOW BY I APPLYING A FIBER CEMENT SIDING,SEE CONTINUOUS BEAD OF ELEVATIONS FOR TYPE . .......- ,,,,......._ FILL GAP BETWEEN FRAME 1 x MDF SILL, PAINTED \ I SEE PLAN ' : „ MANUFACTURERS , WRB,LAP OVER MTL 1 r AND SAME W/EXPANDING UNIT JAMB STUDS, . APPROVED SEALANT -, FLASHING 6"MIN&SEAL Pi : -, ,_ _ FOAM SEALANT 1 X TRIM,PAINT SEE , PER WRB MFR 0 : - SEE WRAP SAMF INTO RO, II SEEN STRUCTURAL I._ , . . INSTALL FLEXIBLE '' -41.1 ,,, BEHIND THE JAMB AND -, „ '-,, PLAN SAMF IN THE HEAD FLANGES ONLY .4 MTL FLASHING W/DRIP EDGE / z PLAN LAP WRB OVER SAME 1111% WINDOW SILL AND (NEVER THE BOTTOM) .,,, SET IN SEALANT,SEE A I 1 , 1 1 m ,,. . EXTEND IT UP JAMBS 6" AND SECURE FOR FLASHING PROFILE i i to ; HEADER, "olt SEALANT ALL 411114: ON EACH SIDE II THE FRAMED OPENING SAME,SEAL OVER \\,\Itt ,.; STRUCT AROUND , i ..., • .-' OVER THE WRB PER THE WINDOW WINDOW PRESS THE FLASHING MANUFACTURERS . . i 1 _, ,. ALONG THE FRONT OF 6 SPECS. Lk REQUIRED ______;_l I . , . ...,..,cz, v, •,.,. ,,. TDROI0mR, uNNA0IL FLANGE 1 4 to 0..111111111 -,... 2 THE SILL AND INTO THE 0 IIP14 1 NIII-S11401 1 X 4 FIBER CEMENT RAIN SCREEN SYSTEM W/ il is_i•v_;,•,: ,.•..-•:,-,- ; '• , . ,,-- . j .. . i:,,,,_ • . West Hills CORNERS USING A P li B ROLLER TO ROLL IT hi IS1011 1 11 S S .i 015'_II: 1 Ill-11-AI -_, FIBER CEMENT SIDING ' GF APN" 1/2" _ FIBER CEMENT SIDING I -- I mNcRTSARLEoEFCEEL ATNmSs,1 CD::IAN:NE osNwroiALDNA0RDuF,pL1R AK:D"i NAG I ER :1 SwWINIDT0Hw EXPANDING ,,,,,, Development DOWN FIRMLY FOR P NOTES 1. CONFIRM SEALANT IS 01--'441107-1-11 GOOD ADHESION, ie'. 1 I i 735 SW 158th Ave., TO CREATE COMPATIBLE WITH SAME RAIN SCREEN FURRING TO sFOAM WINDOW PAN FLASHING. • AND FLEXIBLE SAME STOP SHORT OF NAIL FIN Air - . - vEALANT --------- INYL"NAIL .7,7- Beaverton, OR 97006 LI., 1ailw - BACKER ROD&SEALANT 1%4 BEFORE USE IN WINDOW 1111111141INISp / NOTE:PROVIDE INSTALLATION. SEALANT A . - RESISTIVEI_ApFLExRAIN WEATHERt BLSCREENEFLASFHUI BARRIER RNFLASHING I N G, DO NOT PLACE OVER 4k PROVIDE SEALANT DAM 400.14-41144t, LASEALANSHING;RSOEFEILE SF 0E TR I FN FILL GAP W/ RAINSCREEN FURRING METAL J-TRIM, INTERLOCK W/ WINDOW FLANGE IP" ! 1111 IMMEDIATELY BEHIND WINDOW AT INTERIOR OF SILL AND UP JAMBS 1" 1 VINYL SLIDING GLASS DOOR FLANGE SET IN SEALANT It"! pwall EXPANDING FOAM SEALANT ALL AROUND SEALANT 1"X 4"FIBER EXTERIOR END DAMS OF HEAD FLASHING AND WEATHER LAP END DAMS OF SILL PAN INTO RO,WRAP III AFTER WINDOW INSTALLATION 44 NOTE:PROVIDE CEMENT TRIM,UNO BACKER ROD&SEALANT . FLASHING 1"x 4"FIBER WEATHER WRAP OVER WINDOW WEATHER WRAP NOTE:PROVIDE CEMENT TRIM,UNO AS PER 13/A8.01 FLANGE AND SEAL TO AS PER 13/A8.01 WOOD DOOR WEATHER WRAP FIN STEP 3 STEP 4 FRAME AS PER 13/A8,01 1.1 SLIDING DOOR HEAD AT FIBER CEMENT 7 UNIT DOOR JAMB AT FIBER CEMENT 3 WINDOW JAMB AT FIBER CEMENT - NOTES 1. INSPECT WINDOW FRAME A8.01 SCALE: 3"=V-0" A8.01 SCALE: 3"=1'-0" A8.01 SCALE: 3"=1'-0" MITER JOINTS AND NAILING FLANGES FOR DAMAGE AND , JAMB STUDS,SEE REPAIR AS NECESSARY. SEE VAPOR BARRIER STRUCTURAL 1 x MDF TRIM, 2. NO WINDOW GAPS ARE INSTALL 6"WIDE SAME -"-- APPLY 6"WIDE SAME - , NOTES PLAN RAIN SCREEN FURRING- PAINTED , ALLOWED AT WALL FINS OF ON EACH SIDE OF THE --,.„ ACROSS EXTEND BEYOND THE WINDOW 1. JAMB SAMF WEATHERSTRIPPING SEALANT ALL FACTORY MULLED WINDOW JAMB .. „ HEAD. , DO NOT PLACE OVER BETWEEN JAMB AND 11/ , SHALL BE METAL DOOR, AROUND WINDOW 1111 1 _ '---4.441 DOOR FLANGE DOOR ALL AROUND,TYP , WINDOVVS. OVER THE WRB AND \ , THE JAMB SAME. INSTALLED SO THAT SEE SCHEDULE SHIM WINDOW AS WINDOW FLANGE. ---„ . .-'4- THE HEAD SAMF FILL GAPS WITH WEATHERSTRIPPING --"-- _,,,. APPLY CONT SEALANT REQUIRED BY MFR It% 3. CHECK WINDOW FOR SAME SHALL BE -- , ,, , WILL LAP EXPANDING FOAM BETWEEN BOTTOM OF 01 AT THE FRONT&BACK 11 1 , ! SEALANT ALL VINYL"NAIL FIN" PROPER TYPE AND SIZE ROLLED DOWN WITH OVER A MINIMUM OF DOOR AND THRESHOLD OF THE UNDERSIDE FOR LOCATION. 1 -‘ 1,,,, 1 AROUND OF SILL PAN&AT THE WINDOW 11.1114444S imi• u. - ,.. •lit:NV" SMALL,HARD ROLLER TO 1"AT THE HEAD i.....____________...------ sSHEANLAANsTREQD DOOR THRESHOLD BACK OF THE SILL BACKER ROD&SEALANT 1" - -...v 4. AFTER THE WINDOW IS PUT ENSURE PROPER 4444 . Iiii0 4,It-,i• --- ' =, PAN FLANGE -I--it- -44 SILL PAN FLASHING / bilk._ INTO THE ROUGH OPENING ADHESION. IV , i ET IN SEALANT 1"x 4"FIBER EMENT TRIM,UNO 720 4 SEALANT CONT BEAD „.640 ki. N lii1 IT SHALL BE ADJUSTED TO !rola* 4010.„. . ' !"41".16.- BRIAN R.FLEENER RAP OPENING W/ OF EALANT BTWN . :--$-4 •-: ENABLE THE MANUFACTURER'S 2. INSTALL OPENING Fr IF ikt ‘N._ W WRB,AN AFCONT LAP BEHINDOVER BACK OF DOOR S SILL.,AND ILL PAN . RAIN SCREEN : ,...‘ S MINIMUM AIRSPACE BE-II/VEEN HEAD FLASHINGFURRING TO • .1-43/...13 0 THE WINDOW AND THE JAMBS 110,---- - L , 1-le .. _,...,...„... VINYL SLIDING VINYLD:ORFLAIGE DECK LEDGER ;...... iv New- , : .4: . ., , .4 . •,4.'': , '. ..-r.r=-. ' ' ..„ .„. „. ;, . AND HEAD. '- JUSTsTEp AFTERAsTNEDpBwETHISFEi0RN E - -i ir_, Airlib. .x.1.,_ i, CORRUGATED LTAOE x:L.PRr:ui NLHGEOAFRTisOPHF ,-,% ", -lip, 1%;RILAND,OR it OVER 1/8" F 0 _ 5. INSTALL WINDOW UNIT PER -- --------_____ -... PLASTIC I SEE MANUFACTURERS INSTRUCTIONS WRB - 1 , BACK DAM AND DOWN . , 'I -. 111111r '- .' PLAN WITH MANUFACTURER'S RECOMMENDED IL SET IN SEALANT FIBER CEMENT OR 20 GA METAL FLASHING -milk I i EXT OVER WRB .•. MATERIALS AND FASTENERS. CLEAN BACKER ROD AND „• 11141S4111C-tit FIBER CEMENT &BATTEN, W/DRIP EDGE,NOTCH I /1 a. WINDOW SEALANT OFF BUILDING SEALANT SEE ELEVATIONS FLASHING AROUND SEALANT I co SUBSTRATE,WRB AND WINDOW FIN. Ii ill FELT UNDERLAYMENT i „-• ._•• .-- FOR TYPE ' SAME,SEAL OVER JOISTS AS REQ'D-SET IN „ CENTERED OVER TOP OF isi DO NOT INSTALL SAMF UNTIL /t 1 DOOR FLANGE MASTIC,LAP UNDER SILL WEATHER -•. c! SEALANT EXPOSED JOISTS,TYP 3"WIDE ;1 . .-i-; NOTE:PROVIDE iv WINDOW SEALANT HAS CURED. 1 ll LAP WEATHER RESISTIVE 1 X 4 FIBER CEMENT TRIM, UNO PAN RESISTIVE BARRIER FIBER CEMENT ;. .: ,:;, WEATHER WRAP Exterior Details grs 6. DO NOT SECURE WINDOW BARRIER INTO RO,WRAP PT LEDGER,SEE STRUCT -/ SEE 7/A8.01FOR SIDING ,. I : at . . AS PER 13/A8.01 .z,,„ 1 I cY, THROUGH NAIL FIN AT HEAD FLEXIBLE FLASHING OVER NOTE:PROVIDE JAMB& 8/A8.01 FOR ' HAD RAIN SCREEN OF WINDOW UNLESS APPROVED WINDOW FLANGE AND SEAL WEATHER WRAP WRB,LAP UNDER SAMF ED E 1 , TAILS FURRING Fze. BY WINDOW MANUFACTURER. TO FIN AS PER 13/A8.01 hi at STEP 5 STEP 6 .6 io SLIDING DOOR JAMB AT FIBER CEMENT 6 UNIT DOOR THRESHOLD AT DECK 2 WINDOW SILL AT FIBER CEMENT A8.01 SCALE: 3"=1'-0" A8.01 SCALE: 3"=1'-0" A8.01 SCALE: 3"=V-0" • NOTES 1 x MDF TRIM, I. WHEN OPENING HEAD TAPE THE 45 DEGREE 20 GA METAL VINYL SLIDING PAINTED LOWER THE HEAD FLAP % FLASHING IS TO BE CUTS WITH SAME. „ ,' . FLASHING W/DRIP GLASS DOOR EXTERIOR UNIT SEALANT ALL OF THE WRB OVER HEAD 111111- ,, INSTALLED PER DETAILS, TAPE THE WRB , ,.,,, EDGE,NOTCH AROUND WINDOW N --, ,... SILL PAN FLASHING . SEAL WRB TO HEAD DOWN ACROSS THE FLASHING AROUND SHIM WINDOW AS AND JAMB SAME. , ..; ' A JOISTS AS REQ'D- SET IN SEALANT •E 1 FLASHING WITH SAMF. WINDOW HEAD PRIOR TO WEATHERSTRIPPING REQUIRED BY MFR SET IN MASTIC, LAP APPLY CONTINUOUS BETWEEN JAMB AND DOOR, VINYL"NAIL 41111414' I 4 14 SIDING. UNDER SILL PAN BEAD OF SEALANT ALL AROUND,TYP FIN"WINDOW II 2 07.13.17 Plan Check Responses k. . BETVVEEN THE DOOR I 2X SPACED ''s -,, , CONTINUOUS SEALANT v *1 ii , 1 DECKING I - 11-= SILL AND THE BACK OF M. II 1" # Date Description en° I ' III THE SILL PAN METAL DOOR,SEE SCHEDULE PROVIDE MIN 2 '41111 II -II- Revisions ii ‘1:41111 :lot, FURRING FOR SLIDING WEEPS AT & WRAP OPENING W/ 1114110. 1 . 1111111 ROWLOCK SILL ._ Nif lit' 1111e% DOOR WEATHERSTRIPPING , ' \\ February 15,2017 413 SAME UNDER SILL II AT JOINT t; % PAN&MTL r_,irm Zalltril= BETWEEN BOTTOM OF I ftr-- 4'4411111 '::' 0 g. 421111.gf .1 BRICK SILL . Date (,) FLASHING&CONT ,_ 2 :At DOOR AND THRESHOLD MIL FLASHING ‘41e1". )' - . .jr*".' \ \ . A V) NOTES BEHIND LEDGER --I-------' 00 I 77-77- - . -....411111101 BB, KB, SM . WITH DRIP EDGE, Ail opp- 14.1 1. APPL RAINSCREEN EXTERIOR mg 1 --"4.1,14400., 1 ALUMINUM THRESHOLD SET -4641 'Ailliiiii Designed By 8 TRIM,TRIM FLASHING,AND "Illk321 { -..itilibilltlirw.- i;;Pelms;wiiiii: ii'm;: ._/ -- IN FULL BED OF SEALANT - WRAP UNDER WINDOW FLANGE immonimmtvw OW g SIDING ONLY AFTER ALL THESE STEPS ARE COMPLETE. .111. '1,1:, - Ar_i CONCRETE SLAB,SEE WITH HEMMED 'v." 00`, Author . !- IF ! --"1"111141- 1 STRUCT EDGE / Drawn By et 1 11111 . 2. SEE 12/A8.01 FOR RAINSCREEN FELT UNDERLAYMENT ail:, ' APPLY CONTINUOUS ats, GROUT SOLID 1 FURRING DETAIL CENTERED OVER TOP SEALANT AT THE \ •-• AD BB,KJ Checked By 4%4%Zeitl 14114t," OF EXPOSED JOISTS, I FRONT AND BACK OF <SLOPE 1N---- FLEXIBLE _ SEE I, ..-- .1 THE UNDERSIDE OF mr/ITYMTMITTITV f.'"717-111\ :....__ FLASHING OVER TYP 3"WIDE r PLAN 1 STEP 7 I STEP 8 111 4,1 THE SILL PAN AND AT a 1/8"CORRUGATED .4 ___ ' masmommo. PT LEDGER,SEE STRUCT _ 4 - THE BACK OF THE < PLASTIC BACK Atli 17857 WRB,LAP UNDER SAME SILL PAN FLANGE 4 < DAM AND DOWN r- ,-- :1 z • EXT OVER WRB Project Number _ A Firp,.... A NOTE:PROVIDE a- II NOTE PROVIDE SEE 7/A8.01FOR JAMB WEATHER WEATHER WRAP & 8/A8 01 HEAD RESISTIVE BARRIER WEATHER WRAP i li I AS PER 13/A8.01 DETAILS 4"x4"x12"BRICK VENEER AS PER 13/A8.01 A8 . 01 - Sheet Number iIi 13 EXTERIOR OPENING WEATHER WRAP (TYPICAL ALL OPENINGS IN EXTERIOR WALLS) 9 SLIDING DOOR THRESHOLD AT DECK 5 DECK DOOR THRESHOLD (GROUND FLOOR) I WINDOW SILL AT BRICK Copyright 2016 0 a: If this drawing is less than 24"x 36",it has - 1 A8.01 SCALE: 1/2"= V-0" A8.01 SCALE: 3"=V-0" V. A8.01 SCALE: 3"= V-0" A8.01 SCALE: 3"=V-0" been reduced.Scale accordingly. b4 JAMB STUDS,SEE INTERIOR PLYWOOD SHEATHING -- - _ _ STRUCTURAL WEATHER RESISTIVE HEADER,SEE 0 '''' -LAP WEATHER SEE BARRIER / �•: FIBER CEMENT SIDING I STRUCTURAL RESISTIVE BARRIER PLAN WATER RESISTIVE BARRIER FIBER CEMENT PANEL I RAINSCREEN FURRING � I I `_� ik s LAP OVER MTL FLASHING 4" /� / ;"� LAP FLEXIBLE FLASHING ��'` 1 1 I FRAMING,SEE STRUCT W � 4 WRAP INTO DOOR RO OR BOARD&BATTEN, / � * - � MIN,LAP WRB 6"MIN �- SEE ELEVATION I/ \\\ Vf, . �� OVER METAL FLASHING ' I I. f `" SEE \. � � . ,-; '- ,' _,•``' RAIN SCREEN W/ / PLAN RAIN CR N F RRING _.� V. ,{: LAP WEATHER BARRIER 1 ° r I '•- � ♦ ♦ '� -•- OVER FLEXIBLE AND ' INSECT SCREEN I l 0 WITH INSECT SCREEN ---"" I ;; MTL FLASHING �. I� - - =- � �--�G z AT BOTTOM EXTERIOR INTERIOR SEALANT ALL NO SEALANT - © 1/ AROUND :,1,,,,;,,, - I i� NM / :a, END DAM BEYOND, 1 � WINDOW '� �� _ ,, INTERLOCK W/JAMB 1 Otak Architects, Inc PRE-FINISHED i �`'� MTL FLASHING W!DRIP v METAL FLASHING j `r EDGE SET IN SEALANT FLASHING SEE SHIM AS SET IN SEALANT /'79",- -i 808 SW 3rd AVe, Suite 300 I It I _i i r 2' I� INSECT SCREEN W/1/4"AIR ♦ REQUIRED IP I 1 � ., 177, r- ♦ FIBER CENMENT SPACE MIN AT BOT OF RAIN - I I BY MFR,FILL Portland, QR 97204 TRIM 5/4 X4 SCREEN,DO SEALANT iI GAPS WITH � Phone 503.287.6825 ,J • . I` PROVIDE MIN 2 171/12 " I� v f EXPANDING ` _ Fax 503.415.2304 _ 'YJZ WEEPS AT t �I - FOAM �� Illw SOLID BLOCKING AT ;, �� ��� ���� I 2 ROWLOCK SILL ►� FLASHING PROFILE JOINTS % i/ SEALANT �� ��/� �I SII �� . * .•.� . 9 A - r V{NYL"NAIL `'♦�', , \ • p AT JOINT f FIBER CEMENT SIDINGFIBER CENMENT / I ♦ ,. RAP OPENIN W!WRB t f� FW WINDOW RAIN SCREEN FURRING _.---Zi. O BRICK SILL /// t TRIM 1 X 8 co 1/ HOLLOW METAL 1 1 RAINSCREEN • 1/2" co % DOOR AND FRAME N� BACKER ROD&SEALANT METAL J-TRIM,INTERLOCK W/ Z WEATHER I f RAINSCREE FURRING V .'. n RAINSCREEN FURRING ' END DAMS OF HEAD 0 RESISTIVE BARRIER t \/ WRB,SEAL OVER River Terrace East FLASHING AND WEATHER LAP EXTERIOR P / 1� (f V END DAM Fi= R CEMENT T"IM END DAMS OF SILL PAN > / SEALANT ,. WINDOW FLANGE FLASHING _LU ,J // I / 1f FLASHING PROFILE BACKER ROD&SEALANT til ) # LA / NOTE:SEE 13/A8.01 FOR HOLLOW METAL NOTE:PROVIDE LU 7 1/ it- ti . I f ADM WINDOW FLASHING DOOR AND FRAME WEATHER WRAP co 1"AIR SPACE,TYP. S 1' NOTE:PROVIDE INFORMATION. AS PER 13/8.01 ,/ SW Roy Rogers Rd. I 4"x4"x12"BRICK VENEER WEATHER WRAP AS PER 13/A8.01 Tigard, OR 97223 19 DOOR JAMB AT FIBER CEMENT 16 CAP AT BRICK 12 CORNICE DETAIL AT FIBER CEMENT 8 DOOR HEAD AT FIBER CEMENT 4 WINDOW MULL A8.02 SCALE: 3"=1`-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" SEE 4"X4"X12"BRICK VENEER INTERIOR PLAN 4%1' V LAP FLEXIBLE FLASHING ,\ i OVER METAL FLASHING LAP WEATHER FIBER CEMENT SIDING,SEE „;/,1,.-/-. : MIS >- - BARRIER OVER ELEVATIONS FOR TYPE f i WRB,LAP VENT FLASHING FIBER CEMENT SIDING + FLEXIBLE AND MTL FLASHING WI j I / TYPE X GYPSUM BOARD SHEATING AT 1-HR RAINSCREEN FURRING MTL FLASHING DRIP EDGE,SET IN 1;.: / RATED FLOOR/CEILING/ROOF,OMIT GYP.AT INSECT SCREEN W/1/4"AIR HEADER,SEE SEALANT I ,` THROUGH WALL AC f i��1 'r; NON-RATED LOCATIONS SPACE MIN AT BOT OF RAIN I' 1•0°A41?: STRUCTURAL WRB,LAP SAMF&MTL f PORT W/BACKDRAFT i SCREEN,DO NOT CAULK / DAMPER 6"MiAl i' 1x MDF TRIM, FLASHING 6"MIN, / f IPAINT SEAL @ BASE PER 1 I ''; ( I 1 I �: WRB MFR %{r ♦ West SELF-ADHERED '�•- 1 �� �■ EXTERIOR INTERIOR West Hills MEMBRANE i _ r - _ = _ ;;• Al • < % Z FLASHING COLLAR -_ -1� SEE SAMF,LAP MTL FLASHING /t I g Development J i L Ai / + 11. 1"x 4"FIBER PLAN 1 X 8 FIBER CEMENT a*• !i to PREFINISHED 1/2"MIN <; ::11 fi /r , I j 11 ^•;, v ` ♦ TRIM,UNO oCEMENT TRIM UNO = . �` + / 735 SW 158th Ave.SHEET METAL 1 1 i' '� Beaverton OR 97006 VENT COVER ,� ' � _ RAW SCREEN&INSECTd , /> >1!`► - �-7 f FILL GAP BETWEEN ;r/ ,W_ ,- \ , :+:+:`:+.:+::•:•:+:•::.•..Oo+.� ((( • • A FRAME AND SAMF ° ' �' 'v SCREEN • ,f / i / W/EXPANDING FOAM •` ; \\ / _ ;.tc /3' j SEALANT ALL AROUND 4; I • ��p" MTL FLASHING WJ�! i r - -_FIBER CEMENT • / BACKER ROD&SEALANT 4 SOFFIT PANEL .:.. ..._. ♦ DRIP EDGE,SET IN/ J-TRIM W/HEMMED 0 ►�' -�iffiir�.i SEALANT /���/ / WRAP SAMF INTO -=-9,'/ /r / EDGE AT CORNER F-CHANNEL i RO -10' � END DAM / RAIN SCREEN - METAL TRIM , i RIPPED 2 X WOOD DOOR FRAME / / FURRING,TYP SEE HEADER,SEE STRUCT • / LAP WEATHER RESISTANT PLAN RAINSCREEN �; SEALANT FLASHING PROFILE / BARRIER OVER 12" EXTERIOR FURRING V GARAGE DOOR PER MFR - / FLEXIBLE FLASHING WOOD DOOR FRAME NOTE: PROVIDE / .4 CENTERED ON CORNER FIBER CEMENT WEATHER WRAPN _______ / ' - FIBER CEMENT SIDING SIDING AS PER 13/A8.01 / 15 BRICK AT FIBER CEMENT (INSIDE CORNER) 11 FIBER CEMENT SOFFIT INSIDE CORNER 7 ENTRANCE DOOR HEAD AT FIBER CEMENT 3 GARAGE DOOR OVERHEAD AT FIBER CEMENT / A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"= 1'-0" / • OVERHEAD GARAGE DOOR / ��� 1 iv/ FILL GAP BETWEEN FRAME PER MFR - / id / � AND SAMF W!EXPANDING INTERIOR INTERIOR ■r■ = FILL GAP BETWEEN FRAME REMOVABLE / I FOAM SEALANT 1 X TRIM,PAINT SEE PLAN / PLAN FOAM SEALANEXPANDING T III PLAN - ACCESS DOOR / '1` I "- ,: WRAP SAMF INTO RO, AND SAME W/ SEE / m�� SEE PLAN •S LAP WRB OVER SAMF RIGID INSULATION ■M % � - rr -- `- 4 r 1 WRAP SAMF INTO RO,(TO BE REMOVED / /� `�-, '.•.-..-.-+...•...+.�....... / LAP WRB OVER SAMF _DURING USE ..igrK4 •... .. ++.li,�� f ♦ • a _ °� ��1, BACKER ROD&SEALANT • • �/" * *J �li 1( 1"AIR SPACE,TYP. p ; II: ;. rly$1111rit � � �� - %!' 1lY -,- lattigta % � WOODDOOR \ /'J B ill / PLYWOOD SH •THING � / /;-�. � FME/� 6"WIDE FLEXIBLE EXPANDING FOAM \ FLASHING CENTER / 'f / I//""' ter ���3 �-� ,�SEALANT1 x ON RNER OR JOINT�„ WOOD SHEATHING )c) CO /r PI�R7LAID,OR jr I� WEATHER RESISTIVE ` 1BLOCKING AS REQUIRED 0 1III . AD 6"WIDE FLEXIBLE BARRIER - ji/ ` l "FLASHING,CENTER cimszb / ..f ._�.�_1_ 1 /S `LAN AL RO ND � ION CORNER OR JOINT ice'-'"'��/ I4111 FINISH FLOOR FIBER CEMENT PANEL / /--./ ���� �� -♦ WEATHER RESISTIVE + /,�� / `^�/ /// f/ // /// fff // OR BOARD&BATTEN, r i, 1 AROUND DOOR iNi \/\ rn © % BARRIER L _ _ SEE ELEVATION y;-: r/ % 1 SEALANT ALL j jALUMINUM i /c /SIDING CORNER -� •..��'� - /// /// /'// 1 /1/ 6i �" `- `"` -"- � � EXTERIOR .. Exterior Details rs- EXTERIOR / C-3 " � BACKER ROD&SEALANT 4'x4'x12 BRICK VENEER CORNER NOTE:PROVIDE NOTE:PROVIDE r•-= WEATHER WRAP OOO hi S PER 13/8 4"x4"x12RIPPED"2 BRICXWK VDENDOEERR CORNFRAME ER WEATHER WRAP S PER 13/A8.01 Vs 0 18 PTAC AT FIBER CEMENT 14 BRICK OUTSIDE CORNER 10 FIBER CEMENT OUTSIDE CORNER 6 ENTRANCE DOOR JAMB AT BRICK 2 GARAGE DOOR JAMB AT BRICK A8.02 SCALE: 3"=V-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" 6"WIDE FLEXIBLE FLASHING, OVERHEAD GARAGE DOOR ' �t, CENTER ON CORNER OR JOINT PER MFR FIBER CEMENT ► WEATHER RESISTIVE BARRIER, FILL GAP BETWEEN FRAME SIDING,SEE ' E 1 4X4 X12 BRICK VENEER AND SAMF W/EXPANDING INTERIOR WRAP CORNER MINIMUM 24" EXTERIOR INTERIOR FOAM SEALANT ELEVATION FOR TYPE I BRICK TIES AT - SEE O g SEE LAP WRB OVER MTL SPACING,SEE PLAN NN'N__---- " tlWRAP SAMF INTO RO, FLASHING 4"MIN CONTINUE WRB STRUCTURAL END DAM OF SILLYPAN,ANCHORVPLAN LAP WRB OVER SAMFa ,t I► r 6"MIN PAST _ • , : s, AND SEAL TO JAMB RONiRAIN SGREEN 4 �'�. TOP OF FLOOR _ pSYSTEM W/INSECT s` ' #2 07D to 7 la Desc tionCheck sonses 0 I SHEATHING / `\ DOOR PER DOOR SCHEDULE '^✓m SCREEN , � DOOR THRESHOLD SETripRevisions 4v _ f W FULL BED OF SEALANT ‹„Cet 2X OPEN SPACED 2 {DECKING,SEE �1ir4 � /� ...� -% - CONCRETE SIDEWALK ty - - - February 15,2017 o STRUCT a I ;td '/ ` OR ASPHALT PAVING g 1Date 11 =._ s t TO SLAB �i �_ ..„, BB,KB,SM •UI 4, 0 -....._ , -.........._ 1 WI.110/110M - t //l // // Z. // //1hr f1 a a ° .11 AtIk T Designed By } �. • - -- ��D��m�����i ` Author -, �� t i r//l/77///r//////////////, Q FELT • iiii."1 fil( '/ •• 4 - Q ► ', `� Drawn By L UNDERLAYMENT X X 1'Id - Q . - - OVER TOP OF _ I, I SEALANT _ • FIBER CEMENT SIDING BB,KJ EXPOSED J ! T �__.., - '! Checked B3"WIDE,TYPl` • 3/4 x 2.5 TRIMJOINT i - I I - ti I ' d RAWSCREEN FURRWG y 20 GA METAL 1,l - , ' 1o 20 GA M G WI %�l, EXPANSION JOINT • I =� I iI ; - -1. a SEALANT 8 SEE PLAN A MATERIAL _�; ; I-;, t 1 ' d EXTERIORpCc857'---- � 1"X 6"FIBERRAINSCREEN FURRING I �:, f_._ CEMENT TRIM,UNO )act Number DRIP EDGE e: h CONCRETE FOUNDATION, --:I 1.-__, a a _SEE STRUCTURAL i -�; I i BACKER ROD&SEALANT mPT LEDGER,SEE '-- 1 !- -I NOTE:PROVIDE STRUCT FIBER CEMENT LAP SIDING METAL SILL PAN FLASHING,SET!tJ - RIPPED 2 X WOOD DOOR 110111100"--amilli•.. �T WEATHER WRAP A8 a 02 N0 ORBOARD&BATTEN, SEALANT DOWN FACE SLAB/FOUNDATION FRAME D SEE ELEVATION AS PER 13/A$.01 v Sheet Number a; 17 FIBER CEMENT AT DECK 13 TIES AT BRICK 9 FIBER CEMENT INSIDE CORNER 5 ENTRANCE DOOR SILL AT SIDEWALK 1 OVERHEAD DOOR JAMB AT FIBER CEMENT Copyright 201607 SCALE: 1 112"=1'-0" SCALE: 3"= 1'-0" SCALE: 3"=1'-0" SCALE: 3"=T-0" If this drawing is less than 24"x 36",it has - w A8.02 SCALE: 3"= V-0" A8.02 A8.02 A8.02 A8.02 been reduced.Scale accordingly. CC - . ' • • LAP WEATHER 1/2"X 2"METAL RESISTIVE BARRIER 1 RAIL , q Q. PROVIDE . . WEATHER RESISTANT 3'-11 1/4" OVER METAL.FLASHING 7, iiirlil. p — 0 ,- BARRIER \1° CORRECTLY SIZED QUICKFLASH SpEEN 1 1/2"DIA METAL LESS THAN 4" ' CAVITY DRAINAGE FLASHING COLLAR ( 00 HANDRAIL, 1 1/2" _„4--- Typ METAL FLASHING :-,--`.'46,.1',,,k..,„.'am,. _-_-,.. •••7___ -_,, MATERIAL FOR PENTRATION : id FILL GAP '24,:i-.:,,',,,,, ,%14, --_------ -:---i,„„ - LAP WEATHER • 4 CLEAR FROM WRAP DOVVN DECK 'Aire it..,. 10 Atom Odt BETWEEN PIPE BARRIER OVER -..:-,41 I .. RAILING AT ' 0 EDGE *---,‘,, SW 4*. .:' 4474-t- -- : THROUGH WALL .4i0j) 4 " STAIRS ONLY , GUARDRAIL -, AND WALL W/ METAL FLASHING A, l• ,:,% s'--4 -.. EXPANDING FOAM •,,,, FLASHING OVER AND FLEXIBLE RAILING POST W/ SEALANT 111111111111 209 4:,,. , •- ..... .7.4. 0.' It i, Otak Architects, Inc - , All BACKpR ROD 41., i ATTACH TO FASCIA io kr 1 III Z METAL FLASHING rrr 1 ,-• , o 808 SW 3rd Ave, Suite 300 4"x4"x12"BRICK r i zn VENEER SOLDIER ..!,X. I 1 '':-.: , i-- B: C V E R oro, / 4,--4111 Portland, OR 97204 COURSE AT HEAD All 1/2"X 2"METAL co r,or 402fi .ML•mig Phone 503.287.6825 -,! RAIL TYP Lu 4417. Aw..rapir.r.mgraiimas b •. -1 V , Fax 503.415.2304 .., DRIP EDGE AND - Ill ---''----_ ''' , -4 .,- E. TERIOR A A INTERIOR '.::; "/21 ,r__X 2"METAL ________.---- ,.. _7_7__ ,.,,,•_„,_ _,__ _ __,,._ 7___7_ . THROUGH WALL RAIL lib:7 ,---' ill1116ii11114411.11 .3 tom 0 tie,•••+,m g woo to w v. NOTE:LAPPING ALL METAL .---- FLASHING W/ F 1 r-—1 -e. FLASHING AT LEAST 4"AND --- BACKER ROD HEMMED EDGE Mil WOOD DECK r----__ L.-•' ---. L.-..J INSTALLING SEAIANT ;-'".:'*; br i& AND SEALANT 10 r FILL GAP -,IIIIN lip 11- Ir- 41644 BETWEEN PIPE STEEL ANGLE- NUM , METAL FLASHING BEDDING JOINTS AT THE AND WALL W/ SEE STRUCTURAL Min JUNCTION(BETWEEN ,-- EXPANDING FOAM River Terrace East . E.N. .- . SELF-ADHERED - NM FIBER CEMENT FASCIA ADJOINING SECTIONS) ..--- Iffill=1111 SEALANT MEMBRANE IMRE COVERING RAIL TO DECK PROVIDE CORRECTLY _ FLASHING COLLAR IMIN CONNECTION SIZED QUICKFLASH j7fl NMI ''' / FLASHING COLLAR SEE THROUGH WAU.,AC MIN irl $11 _4dIIIIIIIII'Agilhlt 111 PLAN PORT W/BACKDRAFT SUM FOR PENTRATION i I .1$ 411111111 WIMMIEt DAMPER ,0 NEM PREFINISHED ME :4. 1, SW Roy Rogers Rd. SHEET METAL NUN 12 BALCONY RAILING 7 DECK FLASHING AT WALL 3 PIPE & CABLE WALL PENETRATION Tigard, OR 97223 VENT COVER MOM *4- ill0010 ;.- EMI A8.03 SCALE: 1/2"= t-o" A8.03 SCALE: 1 1/2"= v-cr A8.03 SCALE: 3"= 1,-0" MIS MIN MIN MIMI ASPHALT SHINGLE ROOFING i\i SADDLE FLASHING,PLACE ran x I OVER FLEXIBLE FLASHING SAMF OVER FLASHING ROOF SHEATHING REMOVABLE .-4,:). allil AT INSIDE CORNER .. COLLAR&METAL FLASHING I SEE ROOF MEMBRANE ACCESS COOR Illi Air— LAP WEATHER RAIN SCREEN W/INSECT PLAN UMW le-reSt RESISTIVE ••'''::,•',..;:l SCREEN,NO SEALANT -, II : ,1 • METAL RAKE FLASHING,LAP RIGID INSULATION MIMI ) ,,..4-...*:fic,,,- A VAVe• BARRIER OVER .4.4,k OVER ROOF UNDERLAYMENT MINERM • METAL SADDLE METAL FLASHING W/DRIP ;I &TRIM FASCIA BOARD (TO BE REMOVED II 1 MEI .L.:: ,..::: . .--:-..",,, --—-- -, ,....4r,,......„...,...........;...„{yi FLASHING EDGE SET IN SEALANT ill 1,,l' z DURING USE) • BACKER ROD AND -'," t7:.,-,..,.- ;.'::':'.::-rc, ;• - i , 14 m \ 1, .;\ _. SEALANT 1/1 •_,'4:•:•,',..;.'.:'f's,-•.-•:- 2;,....el:',.::'-ti::'',.- WRAP PENETRATION ITEM ;tsr,,, , IIIIII _____, ,-:- ,.., it\ ,,,• FINISH MATERIAL ,,•!:-.::• '!•'-':%;-._::::: :.-; ,4..,4.:-:::';,-*.'s",:":- WITH CORRECTLY SIZED OH ,1 ."----- -- --- _., ,,,,,,-- --- ,,: NIN.• -t-:;,-:':,`,•‘-• ••-•,-::---'-•=e,•••-.:•'=-`•= -,•.. „-...-.1,-•,::. FLASHING COLLAR s'----- ;I 11 -• , West Hills ..-,,,,,„_,:,,,...::.„.,-,,,.. 'k,<';•, :::-;_?'• • •=• ::-:):.,,,,-• ; i: H 5,,7( EXPANDING FOAM It •. .„ .-...,-;:,....-,s-'-':::!.=:-;-;?•?a,,,1 -„,.._,*e :•:‘,:•-•-, ,:::,:'',- SEALANT AT TOP& 11 1 cni4,..-. I,::.,::,:` . -',/' ® REQUIRED SEALANT JOINT DIMENSION SEALANT 1 - •-• •,:7-:'.. : ' ,;:. ',";!:';;; :,,I,:-",,' : 40.4!:1: 2.;)I ',.:•,:' " ' SIDE EDGES OF CAP - Hi Development HEMMED EDGE ,:•,-,.,- ROOF TRUSS,SEE STRUCTURAL --:___ ,,-?,:2,.2". '" .f‘•:,:,_:.' : . -•-<._:,,:::c.,:_,=: BEAM ' • ._;-,. BLOCKING AS REQUIRED 11 ,- ,s-.: -:,-*:;1:::--:•:;,:-,:,iege .. ,_:.:"';'Z 4:r EXHAUST OR . / FLASHING PROFILE t ...,•,-./- FIBER CEMENT TRIM 735 SW 158th Ave., -'" Beaverton, OR 97006 1 b li ,.• 1 INTAKE VENT CAP _ -SEE MECH I Air ' ,•, N ,,-•=:. .'.--:-"--:;"',''. ,!;.-:":,,-. :';,: y.::::•./.::::'::`-- ',.. %-e"--;_:'1,:::.:: ::1,-.:.:1":':::: :42-'-..•: SEALANT ALL AROUND 1\ .„ ----_____.s.,... • ,, RAINS REEN ///e . i\ TO1 -'-;'''''''' jr-'- '''- -``.%:-::•.'• :-,-,-.•. ,.t,.•.•• .::, ' /Al '..'-'•:.,..•::',-..„-1•12,•:-.,-', ,...,,,:-.:.,•,:,•.-•it:',.', ;3- FILL GAP BETWEEN . " 4 _ . ...„. to SHEATHING W/ qt. r--; ''. SEALANT OVER NII "%iiiii A ?; i• • i' 1(';-::1'11:24- ,"•.S'; :':,,::::,- ,":t '.--;'..„"I•• -, EXPANDING FOAM Ili -I -44111111111111PF 41111!lig"'''':-.... 2 X 8 WOOD FASCIA ,•,- I- BOND BREAKER TAPE NOTE: PRIMER ENDS OF PANELS- ..'''3; -7:',-:- ',- i t ';:n."•::-:r.',.,=1_,•- -(.': ;:if';',;..';•" ;; •. :.:%•-- , .,;f'-",'- ." ".-....:"''11.:'..'f.",•:';',‘..:',.• SEALANT "---= A -. 1 X 3 FIBER CEMENT TRIM t,l• TYPICAL , ,,- ,,,.,.- . • •- 4:-., ..". . I 1; ='"'". , FIBER CEMENT SIDING OVER A A IL __smog viim,._ :.:::., FINISH FLOOR FLEXIBLE '",,:)1.,'" •=.•.•- 441c:sv- TRIM-PRIME AND PAINT ill . „ ill - - s -, WOOD FASCIA 111Pv-4 y ( ) ALTERNATE JOINT WHEN DEPTH IS NOT POSSIBLE FLASHING •-,,.. ALL SIDES ' `,. • i/, 1 PER "A"ABOVE • 1 ,1 ' --- 1 j— <> Pc— 40 -". . ' FIBER CEMENT Agilk -'. - - , , . 15 PORTABLE AC VE 1 ii.tz.RT AT BRIC 11 TYPICAL SEALANT JOINT 9 SADDLE FLASHING (TYP) 6 VENTS AT SIDING A8.03 SCALE: 3"=11-0" NW1 A8.03 SCALE: 12"=1'-0" A8.03 SCALE: 1 1/2"= 1'-0" A8.03 SCALE: 3"=1'-0" = _ rm. \ . . El ,.- , , -:"..."--....„ - i illilW. A RAINSCREEN FURRING ' :N. MAD .--- m = .. , - LOUVER(PREPRIMED AND PAINTED) V_ AR I STUD ... ..---m ': t - A la, ._._ ' ..-- 41 I, 416, .41, .4... Ah. -a j, 31/2" ) . N. = ,..' ••; I'Ni _ Ild 1 1-1 • = ,•15 ' 1111/ . WATER RESISTIVE BARRIER N1b. Tel 741-2 m...----- '''' ,. ‘ •: A ..-•• • :9E-V ' 41-4'' 44 146, 201... ---.•_..,..- . 1/2" OP 1/2" NAIL 3/8"FROM EDGE K.- Mil , OF PLANK NAIL LINE 10141 '111111"11110e-1 Fr-Ir - . . AMMIIIMar 7 „ - --- 2 4, . i 1 „ , _, 37 1 " vet BRIAN R.FLEENER -- V -411i JOINT FLASHING :4 .40 '-'1; - irel ..a. _ . 4 , -. , a 411.5/14' 7 PROVIDE FILLER AT . E „=9 %,AZORTLANO,OR BATT INSULATION CENTER OF 0 ,,.• , _ INSTALL PLANKS IN MODERATE CONTACT 111!" 1pillIllIll ,...-; . ,• , \ FLA .•• = ' Al METAL AT BUTT JOINTS _ -.01100,„..41 "• • METAL ....._ it) 14 OVERHANG EAVE III 1111111°// 01)); J FLASHING .1.'7— .....4 .0016w, ' r.......„ZI ...,..., ....,c (NI / C•4 A8.03 SCALE: 1"=V-0" WELDED EDGE / Exterior Details 2.,„..__..s..,....0 :, .,,,,.7.),,,,, III ,iiiiii J-CHANNEL / 'fr N ,•.2_, / 11 i , , .,, _ 1 „ .„ - II 4•.:i.c,..• RAINSCREEN A E tETIONS III . alfri114/4 A / / . -. a al ,. . 0 RAINSCREEN ' 14 ,.; ':-%-% ,•,, ':. IIIIII '41IN 5 TYPICAL BUTT JOINT 2 GABLE VENT 15 / 17 op II = -a rip.owe re•..-••*7%,P.r.ow% BEAM,SEE STRUCT , i -- A8.03 SCALE: 12"=I-0" A8.03 SCALE: 3"=V-0" FRONT ELEVATION FIBER CEMENT SIDING, 1 SEE ELEVATIONS FOR -0 TYPE 1' di BEAM LAP WEATHER BARRIER ' ,,,N-i 4' • • OVER FLEXIBLE AND z MTL FLASHING BRICK VENEER,ER / iSEE ELEVATION 'Z'MTL FLASHING / I a LAP FLEXIBLE ---34:z a W/DRIP EDGE SET / I '4t PRESSURE 1119111 SADDLE FLASHING,PLACE FLASHING OVER '''''' .E IN SEALANT ki - (1 , TREATED OVER FLEXIBLE FLASHING METAL FLASHING i/ ' a- 4 X 4 WOOD, AT INSIDE CORNER . -,:- i — 2 07.13.17 Plan Check Responses INSECT SCREEN W/ n !I LAP WRB OVER 2 SHINGLE OVER 12"OF WRB r- / 1 TYP. • ,..„ A , ..____„:„____ s_EEN -..,-',:;:::::-:•-: 1/4"AIR SPACE MIN AT -----..i il .iir_N F--- FLEXIBLE 1•1•1•••- • ,/- # Date Description al WRAPPED UP FROM • • ii LAP WEATHER mBOETTALOFFRALAsINHSINCGRwEE/NDRip 110111 04„..._. -41, ' _ P sRAILLSsHEALINGER ,gi UNDER CANTILEVER ii RESISTIVE Revisions :, '.:.1,:"‘:•.:,•*7.;-....','.-:: ::.f:-7.':: 0) \-- HEMMED EDGE i/ a - ti BARRIER OVER / . i —SEE ix 1"x 12"FIBER CEMENT II METAL :',.,...',..:(''.:.'-.::-,..-1 ;'''''..,..f-.:..-.-:,,::.,..5.---,...::‘'..:':•-•'-1--.i.:.1.'': •Y'' EDGE SET IN SEALANT, , i 1 II lito...- A ., February 15,2017 Date 15 TRIM co . 11 SADDLE PROVIDE END DAMS 11 FLASHING PROFILE WEEPS AT r SECTION , a FLASHING 12"OC • e FIXTURE,RAIL (.) / 114 . ;r :;1,;:-.,:‘,.:=::‘,'',.:,i,:;f::::-;t:' ,• 1 ATTACHMENT ETC,SEE .I .-- 4-- METAL FLASHING APP. BB, KB,SM ;-.1 ARCH/ELEC/MECH •Tkr WITH HEMMED V ' . - 4, as PROVIDE r_ .,___ 1 ,ri zo i'Mkzi • Designed By U.I II 1 . EDGE CD 11 FILLER .•;,:•:-..: -;;•,- :_.;'.'-,4., 7 r - ii I, • A , fl 1 MATERIAL FLEXIBLE , -;;•:"':.1.: ::.5: ::::,,,-;s:".. . 1, '14, i.„. _z_ , ,• -_ Author N WRB DOWN WALL.TO LAP • ' 1'1 E- -I II • '4V411.V. '4.' - *g f / II I Z AT CENTER FLASHING ,','"'' -,-s' ',:j.:.1. -.,.' ••.;''.'e-!-'::4:72,'...,v ::',,...••' - - I, - : try z z z ,z z rer,e ,21. . • • d4/1 ' ' 1 Drawn By 1_ FLASHING 4"MIN ... -•:-` --`•--%••• -1,•:,'2'; ' : .• .:s': -.,'-'',.- --1.--:;-: I I NOTE: -..-:". ..:,_ :,,:„.,:,,c.,... _1 _ _ lif r 1 PROVIDE SEALANT AT TOP 7-1 I •-• .6 4:10 ,..:. 1, 5/4"X 8"FIBER OF MOUNTED ITEM AND FINISHED .---I 11,----1 i BB,KJ I L _ ._ ,!,)1,' GRADE,SEE ,...1"1 I r.2:: .'-;' . . :=11= 1 11:1=.1 r.-. MTL FLASHING W/DRIP .., A •, -• ., ,•-,.. .., „. . , . •,,.,...,,„, CEMENT TRIM PRIME ELECTRICAL CONNECTION Checked By t EDGE PRIMED AND AND PAINT ALL _....1„------." ii WHERE APPLICABLE CIVIL ...T.I ::: 41 • .____1 I-.' i 1 1-- --I ; I, I I ,- , - I I.____.1 1 1=1- :._.____.1 I 1=1 I E . Tait/L•27/7/i z., ,../ -// //--1// PAINTED AS REQ. SIDES SOLID GROUT i------=_._. .,..! r --f' . .,. . i 1 ,, 17857 -,-;',:-,•;':;',, .-.,-__.,- - -•.;„:•-•-:,..--s.:•••;..,;2- BELOW METAL • 1 - -:---i 1_ , i , § RAINSCREEN VENT W/ .,; :; -':;,,'; •::`• I SEALANT ALL AROUND • --- I 11--. 4 ' --I —1 1 1---1 I 1---I I I:- • d Project Number ' - - BEIVVEEN TRIM AND ' 44 I —SEE FLASHING • ,:-7-__IL -1 , •-771_, -,--,_____=__ _ •.,. CONCRETE -11:- SIDING PLAN Ncr 1X3 FIBER CEMENT TRIM AT SIDE ELEVATION 141 • ---- ---.'' Ayy'l — FOUNDATION, SEAMS AND EDGES FIBER CEMENT SIDING ' SEE STRUCT ,,,.,, --.--"-----(IN,-- A8 it 03 • RAIN SCREEN FIBER CEMENT SOFFIT PANEL -''--•:-.',..•:;:;•, , FURRING Sheet Number c.) - S Copyright 2018© _ Li: 13 TRIM BAND AT OVERHANG io BRACKET @ GABLE 8 SADDLE FLASHING AT CORNER WALL (TYP) 4 MOUNTING BLOCK AT FC (ELEC/MECH) .1 BRICK AT GRADE If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. _ St 0 A8.03 SCALE: 3"=V-0" A8.03 SCALE: 3"=1'-0" A8.03 SCALE: 1112"= 1'-0" A8.03 SCALE: 3"=1'-0" A8.03 SCALE: 1 1/2"=1'-0" cc • • 0 , ,w., ,...a,* , ,,,m., o a 0 0 .., .,.....gm 'r '''.'''' oip GARAGE I GARAGE , e4 01 ^`rte --- SLOPE 1/877,11:0" © / 01 FLOOR �--- SLOPE 1/8"PER 1'-0" 01 FLOOR a d R r a ♦ a utak Architects, Inc r ;4';' a —. • •- • a — �; r- `;.—— - - fRST FLOOR TOP SHEATING a' :d , d �- i-1RST FLOOR TOP SHEATING1, 1_ u' ���������������������i♦��rt����������rtr♦������������������������������oi♦��`������������6464464466644666644% ��� 9 -10 112 EXTERIOR FOOTING, —.•�..': r♦�������������g��������������446444664O664e664464�r/����644M1ee 4 9 10 112 808 SW 3rd Ave, Suite 300 SEE STRUCTURAL Portland, OR 972D4 • _ ---.---- " _ BASEMENT TOP OF PLATE _ _ BASEMENT TOP OF PLATE Phone 503.287,6825 EXTERIOR FOOTING, rt 8'-9 314" '� ^ ' ' 8'-9 314 SEE STRUCTURAL `. ' • _ - . - Fax 503.415.2304 TOP OF CONCRETE is 1'-4" 1._, 1'-4" 1'-4" :• ' 1'-4" 1' 4" i• ‘r 1'-4" 1`-4" A 1 5' STEMWALL �' �° �? g •+ TOP OF CONCRETE FC- •� -. � , �' \\ •► r •d,-;- 4 . _ STEMWALL LINE OF GRADE BEYOND — - 1.5' iv OPEN OPEN N River Terrace East , , �\ \\\ 1/1' 6"OFFSET FROM SOIL. EN OPEN _ - LINE OF GRADE BEYOND \ `\ 0 0 4. \ `\ UNTREATED WOOD TO \\ 1' \ BE PLACED AT LEAST • • `� �— �` N 6"AWAY FROM SOIL LINE - �' .4" .•+ -,. ., i -� 4, d,, • �`�• , :- I - . d',, • -•, _ • o-\ ... 6,r OFFSET FROM SOIL 26 SW Roy Rogers Rd. • • ' • . • `: a \ �\ \ —�� ► • „ . a a. �`.e • :a • \\i„. UNTREATED WOOD TO - - = BE PLACED AT LEAST Tigard, OR 97223 °”; • °, • ,;-••••,' _ . .\ a- " iv . 6"AWAY FROM SOIL • • ..1 \ \\ N OPEN r \ u ' - ' •`d N CV .► ` STEPPED FOOTING, ae a , • - . , °:• r +► a d 4 d• ;\. SEE STRUCTURAL 1/S5.1 I �- r d r• Q• i '•:. _ \ •a ` .► a • a i 4 • r r ... \ le CONCRETE PONY ' - , a :¢' = CONCRETE PONY WALL '-',,i- c WALL STEPPED FOOTING, • 4.. & ,j :a: ; ..�_ •. o AT STORAGE SEE STRUCTURAL 1/S5.1 - _ _ •• r ".9 + ,\�; �� • a r r' • _ N d 't V • • ��- — -'� , � ` ' BASEMENT TOP OF SLAB _ _ _ a ' - `* BASEMENT TOP OF SLAB s..; n "ti .d� • d , a • e' •. ,ar ,, ,r, a-.` d.a Al_nrr .M., n a a s` 1• Or_Otr j 1 .oa V 01 l i .� .• a �. � •� • - , ••d,. a d` • •d r 1 � • s .. ,!,, r• 8 ,y— „ „”� a �'' •-d•L ,y"a• ' / SEE PLAN West Hills Development 735 SW 158th Ave., SEE PLAN �. Beaverton, oR 97006 3 CRAWLSPACE SHEAR WALL 'C' 1 CRAWLSPACE SHEAR WALL 'A' A8.06 SCALE: 1/2"= 1'-o" A8.06 SCALE: 112"= 1'-0" • 0 GARAGE — SLOPE 1/8"PER 1'-0" 01 FLOOR • __ r o. = d7� ;+, , a' a — =• IRST FLOOR TOP SHEATING zir •" EXTERIOR FOOTING, ••♦•�i��������,���`••`•/•• �,�����������������`��..�..�.����������������������r♦�• 9'- 10 1I2PrT2t r6 ' r ! j :RIAN R.FL ENE3 SEE STRUCTURAL F-�a BASEMENT 70f?OF PLATE ci 4/ 4_4 """...."". 8'-9 314" ■%MILANO, ■Ir , 11• �� OR 18"MIN 1 -4 1 -4 11-4 1 -4 2 TOP OF CONC. cO t` r STEMWALL O ,�, r, F r 45'� r ', p.s ,. _ _ '._- , - i � 1 1/2" LETTERING \\ i -• , LINE OF GRADE BEYOND .\ o • O \ \` NI N 1" LETTERING, UN OPENOPEN • . k 1 • . 4•, � 3' • Crawl ace • • s • _ Shear Walls pr, C::',,?. wr } 'S NUMBER, 1/32" RAISED TACTILE, BLACK STEPPED FOOTING, 4,, . • ;'• , _ ° . ,, 'd'_ -: 4' \ 19 �� N F % �g SEE STRUCTURAL 1/S5.1 Q - a a `\ `o A8.12 �/ 26 Pr tr F y � iZ d a t -� ::'12:.,I; 1` X515 i - - d' - •4- , • •' - - y` I TP I� . iii o GRADE 2 BRAILLE • < ` dr, _ +:d 4 r� s -.• , +� 1- { r. ' • • - -•d, • ' ''• ' \\\ 1' „iii ro- > h r r 1 I 'ap' °, ' \` ►rr a. CONCRETE PONY v I. rik t ,s �" LETTERING, UN0 d , - - N .d• . • i.. o '::. ';f E 1:-' ! S '7- • s 3 4.1-7-7—.4.. •. :.. -4• _ WALL A ICN IM1LA LZNI " CORRECT STAIR DESIGNATION, STORY DESIGNATI DIRECTION TO, EXIT DISCHARGE,AVAILABILITY OF ROOF — — — _°�_' ; _ BASEMENT TOP OF SLAB '':1 4: ACCESS FROM THE INTERIOR EXIT STAIRWAY AND •- : a TOTAL NUMBER OF FLOORS ALL FOR THE FIRE + + �p d:• 0'-0" ts DEPAR MENT BUT ALSO INCLUDED IN BRAILLE PER ICC 2 07.13.17 Plan Check Responses N1 A117.1,AND MEETS THE TEXT REQUIREMENTS PER # Date Descri tion 1022.9.1,SHALL BE LOCATED AT EACH LANDING OF P INTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO BE Revisions rew5'-0"AFF IN A POSITION THAT IS VISIBLE WHEN DOORS ARE OPEN AND CLOSED.CHARACTERS AND THEIR February 15,2017 / K T E BATCKGIROHUND SHALL HHAVE ANON-GLAARE GFINT ISH AS 8 WELL AS SHALL CONTRAST WITH THEIR BACKGROUND SEE PLAN Date CJ y BACKGROUND OR L GHT CHARACTERS ON A DARK BB, KB, SM w;%1 BACKGROUND. SEE STAIR PLANS FOR PROPOSED Designed By 4 STAIR IDENTIFICATION SIGN LOCATIONS. 2 CRAWLSPACE SHEAR WALL 'B' ZD 1••- Drawn By SCALE: 3"= 1'-0" A8.06 SCALE: 112"= 1'-0" BB, KJ A8.D6 Checked By m 17857 Project Number g In A8 . 06 D -i U id Sheet Number Copyright 2016 If this drawing is Less than 2q"x 36°it has been reduced. Scale accordingly. m W 2 x WOOD FRAMING MAY BE USED ilia,. - — IN LIEU OF METAL FRAMING- 1-HR RATED 11 MAINTAIN HEAD CLEARANCE 0 *C 10 115/128" I i EFER TO PLAN AND COORDINATE W/MEC!- f de _ -� CEILING FLEXIBLE I e tr, 7 } e = ASSEMBLY 1 1/8"PLYWOOD TYP I PROVIDE SOLID BLOCKING AT NOTE WATER �� '' ' / SOFFIT FRAMING,TYP AT TREADS ♦ CAULKING AND RELATED MATERIALS SPECIFIED IN UL CONNECTIONS I 1/4"X 3"LAG OR rr - "� �' '� SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE EXPANSION BOLTS ♦ g z I'ii 1/2"PLYWOOD TYP REQUIREED FIRE RATING. I I I (OR APPROVED F m U SEE �I� AT RISERS 0 EQUAL) � w w II SECTION ,1 UL SYSTEM NO WL1001 AT METALLIC PIPE V) Cl) t OR CONDUIT CONDITIONS 3/4" 1 1 `` ` STRUCTURAL : ♦ �__„_ _ ROUGH OPENING= PLUMBERS I WALL Otak Architects Inc UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR f j' w \ CONDUIT CONDITIONS DOOR SIZE+3/4” TAPE(OR 808 SW 3rd Ave, Suite 300 W 4"X4"BUTT HINGE WELD APPROVED 0 Portland, OR 97204 I PIPE RISER TO DOOR AND FRAME EQUAL) Phone 503.287.6825 MECHANICAL TURA Fax ♦ DUCTS,SEE s'' f ANGLE DOOR STOP WA LC L / l F 503.415.2304 1"X1"A1/8"STEEL MECHANICAL :• �., _ MEMBER METAL ANGLES,TYP '� �0 ' BLOCKING STRINGERS, SEE0 I 5/8"GYP BD ON 7/8"METAL HAT AT SOFFIT STRUCTURAL �� ,I �o� CHANNELS AND 2 1/2 METAL STUDS - AT 24"OC W/METAL TRACK TOP& FRAMING �, /\ A AC / �% BOTTOM SUSPENDED FROM ' J� "' �-I RiverTerraceEast (2)LAYERS 5/8"TYPE • EJ CEILING AND WALL FRAMING • "X"GYPSUM BOARD AT �� _-- .—--____- __.__—!�__- FIN FLR = UNDERSIDE OF STAIR `~"-'` ' N ill, `-,. SEE AND LANDINGS,TYP SEE PLAN 2"X2"X 3/16"STEEL 4 NOTE ' FILL SPACE BETWEEN WALL .��• i�i ��i' • i/i iii �'l/ lig / PLAN SEE PLAN ANGLE FRAME DISTANCE FROM AND WATER HEATER WITH WALL 2X BLOCKING WITH SWRO Rogers Rd. CUSHIONED FACE Y g 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 Tigard, OR 97223 A8.11 SCALE: 1 1/2"=1-0" A8.11 SCALE: 1 1/2"=1`-.0" A8.11 SCALE: 1 1/2"=1'-0" A8.11 SCALE: 1 1/2"= 1'-0" A8.11 SCALE: 1"= 1'-0" 1 mulamit 1 1 IL X X NOTE • SEE PLAN r i _.441111111 ""� CAULKING AND RELATED MATERIALS SPECIFIED IN UL = N it N i NAILER AS REQUIREDSYSTEMS MUST BE APPROVED MATERIALS TO MEET THE ROOF/CEILING z U 1/2"PLYWOOD �_i 1 1/2"DIA CONTINUOUS REQUIREED FIRE RATING. ~ �— — — �'� STAIN GRADE WOOD FRAMING SEE g = INSULATION BEDROOM CLOSET _ HANDRAIL WITH METAL STRUCTURAL BAFFLE,TYP �� SEMI-RECESSED FIRE 1 1/2" SUPPORT BRACKET AT UL SYSTEM NO WL1001 AT METALLIC PIPE �` ` _, Q DOUBLE 2 x UNLESS l I i 11,:1 EXTINGUISHER y f OR CONDUIT CONDITIONS w • CABINET-INSTALL -I CLR 6'-0"OC MAXIMUM .L z_ U NOTED OTHERWISE ON ce '0 , Q z �1 x 3 TRIM, PAINT STRUCTURAL �+ w ( I�41 PER , I ! �.- UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR • z j DRAWINGS West HMIs 11 MANUFACTURER'S 1 11 1 I a CONDUIT CONDITIONS I z U I I�� INSTRUCTIONS 2 X 4 BLOCKING FOR �.. b ► I Y Development . PIPE RISERBRACKET 6 �� !' ' BIFOLD DOOR TRACK HANDRAIL SUPPORT ca U rt D I ��II ATTACHMENT,TYP ll "YI•� �- � — — —411) — — V % 735 SW 158th Ave., I� 41 I WRAP FRAMED ! ! ( �II®�� O _ _, _ _ .-... _ . , . •,. ,- -. _ ` 1\- Beaverton OR 97006 z • I OPENING W/5/8 , 11 111 w ,--. i i i i - I�� TYPE'X'GYPSUM I �; j • (2)2 X 4 BLKG I 1 BOARD TO MAINTAIN i' I I m ("-� AT EACH END �— GYP BD @ JAMB BEYOND VERIFY 1 HOUR ASSEMBLY I ,ill Q1 ji o �� )1 " " - •_ I INSULATION iM y RATED PRE- SEE SECTION BIFOLD DOOR MANUFACTURERED ` Ii !_; 0•_. ACCESS HATCH BEDROOM CLOSET � �1 I SEE PLAN III it TOP OF FEC TO BE SEE PLAN I�1I� 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 1/2"= 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 1-HR PROTECTED FIRE PROTECTED/ TENTED GYPSUMWR 518"TYPE'X'GYP BD _ — (2)LAYERS 5/8"TYPE'X'GYP BD ON SEE MECHANICALTOYP ______A 2 x BLOCKING AT JOIST BAY ENDS, _ TUB 1 SHOWER AROUND TUB AT RATED ON 2 X FLAT FURRING AT FLOOR ENCLOSURE WALL ONLY,TYP `� SEE PLAN `�' \ /11‘ AND ON SIDES OF FLOOR JOISTS SEE SECTION 1 FILL VOID BETWEEN DRAIN OUTLET BOX,TYP ; - 2-HR WALL, BEDROOM I CLOSET � l PIPE PER UL SYSTEM NO. �. SEE PLAN �� F-C-2204 /// iii /// / ii i i /// ,2/ % DOUBLE 2X UNLESS 3720 3/4"PLYWOOD OR — APPROVED r = ♦ OTHERWISE NOTED ON ' 5/8"GYPSUM BOARD SEE SECTION NONCOMBUSTABLE _ : z _ • XpiR ill 1 PATCH PER UL ` , f. : FIRE STOP AROUND • O•/ _ :, , -', -t,;'"„_ . •- STRUCTURAL DRAWINGS _ BRIAN R. LEER SYSTEM NO,F-C-2204 `�, ALL MEMBRANE r I PENETRATION,TYP 's .c' - y , , <' • X K g ri • BYPASS DOOR TRACK P-TRAPAT� // — s > , /n/ ►/ Z tw I 1I4"- [C„.... ,. . .41 'OF 0 DRAIN _ - ¢ I I LOCATION ,t. = i' _. �. - ; , _ - �► ` SEE PLAN • I I . 0 I I a I►/ rf� rfift 1►1 IPIMP,,,tt r IPIP Ir� /P♦ SOLID STUD FOR NAILING O �' -' = �� _ -:.� 1 x 3 PAINTED TRIM AT WALL INTERSECTION x o ;�► / 1 x 1 PAINTED TRIM o SEE PLAN • TYPE'X'GYP BD '�` ♦ EXTEND(2) LAYERS OF 5/8" 1/2"x 3"NAILER - BYPASS DOORS , N CONTINUOUS BEHIND TYPE'X'GYP BD PAST BLOCKING AT FLOOR ,/ �' Interior Details r. TYPICAL FLOOR JOISTS, �.,// STUD AT INTERSECTING RESILIENT CHANNELS TO GYP FRAMING AROUND FAN, / C; SEE STRUCT /�.., PARTITION _ BD CEILING,TYP ALL SIDES TYP GYP BD JAMB-TYP co BAY FIRE CAULK AROUND FAN, AV-- c� TYP o ELETRICAL/MEMBRANE ti 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 A8.11 SCALE: 1"= 1'-0" 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: 3"=1.-0" II I 1-HR ENCLOSURE:(2)LAYERS 5/8"TYPE EXTEND ATTIC _�� FINISH SURFACE III 'X'GYP BD W/FLAT 2 x 4 FRAMING AT INSULATION OVER • / TOP AND ALL SIDES ENCLOSURE • SEE PLAN TUB/SHOWERI a ENCLOSURE OUTLET BOX,TYP r NI li A I SEE :: / — _ v — T — JAMB SIMILAR-SEE # Date Description o ISEEPLAN PLAN _ — — — Revisions X X X SEE 18/A8.11 FOR STRUCTURAL INFORMATION AT 1-HR APPROVED •♦ o HEADER SIZE to THIS LOCATION WALL = NONCOMBUSTABLE _ _ _ z T,'•111Pr7: : FACE OF FINISH AT FEBRUARY 15,2017 p FIRE STOP AROUND v TYPE'X'GYPSUM BOARD ALL MEMBRANE p , ^ � JAMB CONDITION BB,t KB SM PENETRATION,TYP �- /�/, tii CONTINUOUS AT Q '--/-, ------/,--- 1 x 3 DOOR w INTERSECTION OF fir-- Designed By O TYPE'X'GYP BD AT RATED WALL AND NON- - CASING, PAINT Eo. RATED WALLS TO BE SEE PLAN • o rill! Author a> CONTINUOUS BEHIND RATED WALLL TUB/SHOWER `v II Drawn By ENCLOSURE zI I DOOR CASING,PAINT BB,KJ iz \ n' PROVIDE 3/4"PLYWD SEE PLAN ; • - 111111 _ Checked By PI aa) UNDERLAYMENT ��� ♦ .vevu' 111114 INTERIOR E . UNDER TUB FOR 1-HR NON-RATED _ _ _ � SEE DOOR DOOR, 17857 3 WALL 8 �� i RATED,DOUBLE LAYER ___, - -----41-1010.-"R‘_ WOOD FLOOR/ BLOCOKING @ ROOF SCHEDULE TS ===-_ _ _ '"'"r41-===_� CEILING ASSEMBLY FRAMING MEMBER,TYP III SEE SECTION N Project Number co EXTEND ENCLOSURE GYP in-, FIRE CAULK AROUND BD TO CEILING GYP BD, A8 • 1 1 ELETRICAL/MEMBRANE RECESSED FIXTURE,TYP TYP ALL SIDES U Sheet Number 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) Copyright 2016@ -u SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" 1'-0" SCALE: 1 1 t2"=1'-0" SCALE: 3"= 1'-fl" If this drawing is less than 24"x 36",it has ...• A8.11 = A8.11 = A8. = A8.11 A8.11 been reduced.Scale accordingly. 0"-*----------N%4NINNI:Ik - - • 2 X 6 FRAMING 's. U --„,r .----.4 0,-- x . PER STRUCT 0 PRE-FINISHED CORRIDOR -No. , SEE . PREENGINEERED WOOD PLAM SIDE AND BACKSPUkSH, - JOISTSTRUCTURAL ' 0 A I NOTE: z • N 1 1/2"x 1 1/2"STEEL PLAN GYP BD SHEATHING @ JOIST GARAGE DOOR ii..'• _A. - DETAIL IS INTENDED FOR < HORIZONTAL RAIL : \ . i ;2- GARAGE DOOR METAL SUPPORT PLAM COUNTERTOP AND ki: ::,:,77,i.''',, '"es";','•-', -• .7.- CODE REQUIREMENTS AND H- PRE-FINISHED SEE , •_, DESIGN INTENT, EXACT (i) VERTICAL METAL RAIL SECTION ' L - PERFORATED • ANGLE FASTENED TO ' FRONT EDGE TYP u) _ • , . DESIGN AND CALCULATIONS U.1 MID-SPAN . r INSTALLATION ANGLE \1 - • • ' • CEILING ANGLE PER STAIR - TO BE INCLUDED IN _2 .1111110*- FASTENED TO MANUFACTURER'S - PRE-FINISHED - PREENGINEERED I nit c REQUIREMENTS WITH \ MANUFACTUREs. VIBRATION ISOLATION • s. 71:\ // A/ (// /// I. ./ DEFFERED SUBMITTAL SHOP 3/4"SQUARE STEEL BAR ' )1( \ DRAWINGS c.. VERTICAL PICKETS, OPENINGS BETWEEN , )frAllbh,„ SEE STRUCTURAL WOOD JOISTS OR BLOCKING PER .> I r--- INSULATE WRAP PIPES AS KIT OPTION NOTED ON INTERIOR Ota Architects, Inc L.L. PICKETS TO BE LESS MANUFACTURE'S --/- < ELEVATIONS ts, THAN 4",TYP REQUIREMENTS LI 808 SW 3rd Ave, Suite 300 -1- UTILITY PLENUM ra I _./ / 2"X 2"X 1/8"X 1-8"LONG r, ilfo'- 2X WOOD FRAMING .\ BRACKETS AT 3'-O"OC MAX(TO Portland, OR 97204 - r PRE-FINISHED NEXT BRACKET OR WALL Phone 503.287.6825 1 1/2"x 1 1/2"STEEL -<> - i:ill. r, Z 101' • \._____}; CLEAT)SCREWED TO STUDS IN Fax 503.415.2304 < HORIZONTAL RAIL o o 2 WALL AND UNDERSIDE OF CARPET& i . .„ , , , . . 0,,,. „ . <> EDGE ALIGNED WITH o ce / COUNTER-(3)SCREWS PER 1- t:_,_ 1X4"WOOD TRIM PAINT TO . , _ . , 011.- UNIT WALL CORNER GARAGE DOOR OPENER 0 ib < / PAD • \ cn ''' co w • -I MATCH LANDING EDGE FASTEN RAILING TO FACE OF BEAM PER MFR , , ,, M V. ...---7-4 A 4 ... H , se ------ • SEE CEILING PLAN METAL SUPPORT ANGLE FASTENED TO GARAGE DOOR OPENER PER MANUFACTURER'S 0 0 0 0 000.0000\ --- GARAGE DOOR ,•-• w • _., -----• iNi 0 .',-) Z., / .,-- / / / / LEG AT LOCATIONS OF REMOVABLE CABINETS,SLOT CABINET BACK BOX PRIOR TO INSTALLATION OF G' RECOMMENDATIONS .--- ----.„., GYP BOARD SOFFIT REQUIREMENTS WITH OPENER BRACKETS FOR SUPPORT River Terrace East @ UNIT ENTRY If STAIR LANDING BEAM AND ' : MANUFACTURE'S / / BRACKETS IN ORDER THAT JOIST SEE STRUCTURAL VIBRATION ISOLATION KIT CABINET MAY BE REMOVABLE CORRIDOR , - NNNN OPTION / . "' IN THE FUTURE L_ %„„_------- 1/2"GYPSUM BOARD ON 2X LIPIPP- SEE GYP BOARD CEILING IX1- ..._ , BLOCKING RUN GYP PAST @ CORRIDOR __ VERTICAL RAILING womm. _ PLAN SW Roy Rogers Rd. 20 A8.12 (...D 2X WOOD NAILER @ 2'-O"0.0 METAL GAURDRAIL AT INTERIOR STAIR LANDING SCALE: 1"= V-0" 16 A8.12 2HR WALL CONNECTION AT STAIR /CORRIDOR SCALE: 1 1/2"= V-0" 12 A8.12 UNIT ENTRY SOFFIT SCALE: 1 1/2"= V-0" 8 GARAGE DOOR OPENER SECTION A8.12 SCALE: 1"= l'-o" 4 COUNTER AT REMOVABLE CABINET A8.12 SCALE: 1"=V-0" Tigard, OR 97223 . , PLYWOOD JOINT 1/8"STEEL PLATE . - WELDED ON GATE GARAGE DOOR - MELAMINE SHELF 1'-2" ,*,, / ,. ifIrit ': - _L • ' SEE OVERHEAD -!\ / „,. W/FACTORY 000001•" :.--1-...,, PLYWOOD SHEATHING SEE STRUCTURAL UNIT ' 2: , _ PLAN 1 1/2"DIA STEEL PIPE, PRE-FINISHED HANDRAIL TRACKS \ '"--, ,-, -<- T --- N z ,!= T = = = EDGE AT FRONT EDGE -I 1'-0" 1/8"STEEL ANGLE GARAGE DOOR I \ N r// 100.0•000 22pLoEi xxXopLpy w44:w:SE TLsoU Dc Kli6N"IGO.C BETWEEN STUDS TOP MI SEE - MI SECTION ' . , „.„------- SOLID WOOD MEMBER, TO MATCH RAILS SPRING HINGES TO KEEP GATE IN . 3,,mAx STOP MOUNTED TO WALL IN OPEN POSITION 1 _FI METAL \ \ z/ -__7---__-. • CLOSED POSITION ' SUPPORT 1- N / AND BOTTOM OF SEE STRUCTURAL MOUNTED ON 1/8" ANGLES - - - z de OPENING STEEL PLATE FASTENED TO ,40' D \ \,___,IIA , 1 oFtRoBizroJcoKilsNTGs xi - w West Hills II Ips FRAMED VENTILATION MOUNTED TO WALL / N -J ,„ iongib07:411.1 ANoTol NoE0GDDDTsms0Ti HDRBE_1 sEpAppTAI HN G A T CLOSED I PER MFR / N =7= = = \= c.7) co Development *IP I "iN°: rilimillIIIIIIIIIIIM=MIIIIIM, REQUIRE- I / N 0 1"DIA.WOOD ROD ''',.. 001.°1 1 ,- STAIR 1111•1111111V• 010 ; MENTS / - N \-- - I - - - u_ < < w ROD SUPPORT BRACKET ---. , ..; Beaverton, OR 97006 , . . . . it 8 .., STRUCTURAL - I - ' < lx MDF CLEAT,PAINT .. of ' -0-1- 41141111 ; 1111 _ , ., - ,, • ' - -' '- . iv Or 1 !-. ' --- -------1 / / / , • _ A8.12 i- , - 4.1f=, ....9-... WHERE REQUIRED ‘-• 0.7 >- 2-- u- PROVIDE INTERMEDIATE SHELF -., -. ; . 4 , A , DCAESILHINEGD SEE 1$1.11°1111.61111"°111;°° -TrlIl.IIIPIIII:°'lj: _c' UNIT • SEE z ,/ DOOR IL ., , W •gt SUPPORTS WHERE REQUIRED -,• / OPENER '=- , I. _ PLAN . -c- .• a. ---- b ' ., ,-- L 1 ,,- ' GYP BD,PAINT \ t-!-- - C,.) J131' ELEVATION PLAN ./ •_, ,,• 19 VENT BLOCKOUT FRAMING DETAIL 15 2HR WALL CONNECTION AT STAIR JOIST 10 EXIT DISCHARGE GATE 7 GARAGE DOOR & OPENER REFL CEILING PLAN 3 CLOSET SHELF/ROD A8.12 SCALE: 1/2"=V-0" A8.12 SCALE: 1 1/2"= 1'-0" A8.12 SCALE: 1/2"= 1'-0" A8.12 SCALE: 3/8"=V-0" A8.12 SCALE: 3"=V-0" - TYPE A LAUNDRY EQUIPMENT TO CONTROLS SEE VARIES .1._ s, SECTION 1 SEE PLAN r 0 • • • >/:••' ',/// ' . ',/,' ' / /' ' ,s,2,-' '2/,`', ' ':-,%) ' ";›,/' ' „, / '.),?,-' ';•/4.,' ' 0 b 3/4"MELAMINE SHELVING INSTALL kr lvi _.!,_ .. 41 li,7 PEDESTAL AS w - -,-• WITH FACTORY EDGE AT NECESSARY TO 2 0 FRONT EDGE N ACHIEVE 15" to -±- .?_-1 • . 0 op : MINIMUM TO BO Nt* 040N 1 If* OPENING _.1 w - letif 1.1.. 0, to w w 3721 v--- .'"4. • PrPrk VillPrPit- IPV !fx • ,, • 1 x 2 MDF CLEATS AT WALL BRIAN R.B.UNER at FRONT-LOADING WASHER/DRYER 4 W/45 DEGREE ANGLE CUT AT Ott/ -.- b FRONT EDGE,TYP • TYPE A/TYPE B WATER CLOSET TYPE B WATER CLOSET(ALTERNATIVES) • ZD, ;:- VIA , 4, OF OV NOTE:GRAB BARS SHOWN FOR NOTE:PERMITTED WHERE LAV NOTE:GRAB BARS SHOWN FOR '• I REFERENCE ONLY,ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY,ONLY BLOCKING REQ'D - REQ'D 40"CLR -H Et TO ACCOMMODATE FIXTURE MOUNTING a_ c_ / 24"MIN N 54"MIN /- 0-) / 36"MIN / / 18"CLR i. 42"MIN 12" 24"MIN Jr or _ c_ X FIN CLG,i. / / /- / / /- CL c_ 15 3/4" 12" ,. :, : , . - - VP. ZO Interior Details (NI 12" MIN MAX / I / I ' 8 - '. ' '' .------7 7- - 8' 2"± • r-- / / 1, 241MIN j, j„ 15 3/4" 15 3/4" MIN 47; MIN 1 1 1 EXHAUST DUCT / ,-- CNI ,n I7, - - . :71 17,- - s71 --3%- r- ; 1 I BATHROOM EXHAUST FAN co N. c-- -,.-- '-? • L-- L... Ls/ i- r ' 1 I 0 'I 1 2x SOFFIT FRAMING 77 f ) r 1111111111111111 1 != 1 ( I N. • C.0 01 Zo MI .6 -I ' ' ' FLUSH FLUSH 6 SOFFIT AT BATHROOM CEILING FAN 2 UNIT SHELVING cy, - < io 1111111111iIIII ft) t) in CO CO ti (--) LEVER ON Cn LEVER ON /IMF ct WPT co rt co co LEVER ON 1 i co LEVER ON \--._I WIDE SIDE WIDE SIDE A8.12 SCALE: 1 1/2"= 1'-0" A8.12 SCALE: 3/4"= 11-0" ••-• w WIDE SIDE w WIDE SIDE w < < • w OF WC cf OF WC0 w Lu OF WC OF WC (7) V-5 rt rx 11 •.-• i_. I [ I I • • • i 1 • i • • • • • • - STD WATER REAR GRAB BAR REAR GRAB BAR(ALT) SIDE GRAB BAR SIDE GRAB BAR SWING-UP GRAB BARS REAR&SWING-UP GRAB BAR CLOSET(WC) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) . .4 11 7/8" SEE PLAN PLAM COUNTERTOP, TYPE A ACCESSIBLE BATHTUB TYPE B BATHTUB , SIDESPLASH,AND T I. BACKSPLASH,TYP \ _.% I • --2 ‘ 2._ -->..<- Li [1:,4 1-0017‘,„,,, ,,,,,C ' , - - ,/,:/- . /- - , . •E NOTE:GRAB NOTE:GRAB 12-- • ;IN I--- tv-- - INSTALL ELECTRICAL L',`J /5 BARS SHOWN 4"MAX BARS SHOWN 4"MAX-, co . OUTLET OR SWITCH fira FOR / I' FOR / dr . BOX HORIZONTALLY # Date Description NI REFERENCE REFERENCE I 24"MAX I 24"MIN / 12"MAX ' . '1/4- L • q ONLY,ONLY ONLY,ONLY •-1--, , ,. Revisions BLOCKING • Tki E ----24"MIN BLOCKING • I , .• FEBRUARY 15,2017 , if) ill u) REQ D 1 4, 1 REQ'D 1 24MIN . • SEE PLAN z I I Z " J, Date 0 , i I 1 i # I # 1' IPIIPIPIPIPIIPIP : IF" 0 ZO I I ZIO I 1 ' ] BB, KB,SM to5 , i i -\..._ " Designed By LU \-4. ‘ :0: 4..._;1 ,, '.,- ' . '. .'" .. ' - ------ -, i -„ir ::. .. : - '" ' ',,,-, ' .. ',, ', ' : - ,. N GYPSUM :•- co 0 T -- -- 1 s 4 N-v- . -61 Et- - - -37E - WALLBOARD,TYP ' XX (0. ) ..........._ ..........- __I 0 3_1 f -__ \.-, L_ i4) SEE WALL co . fa LOCATION ' (:)I SECTIONS /alp_ , • z "in D Drawn By 71 i---e) 1--, \ 2 x 6 WOOD STUDS CONTROLS 113 • t'o OF BATHTUr i..2\--- '-__i % ' 1-HR a FLOOR @ 16"OC BB,KJ -J Cr> N.) ' 7iJ -1 C heCked By cf) N.) 1 1.1 / i -I f"-- --,- -J ., -' - KITCHEN CABINET, c b ''o < 1 ...1 ---\ 0 b ''',2 < < FWOR GYPSUM BOARD ., (4 , \24"MAX / 24"MIN 12'1 f1,51 - e) 1 5 ct Z1--Di ;37 (*) i FOR RATING TO BUTT . , . , , SEE PLAN , - REFER TO INTERIOR 17857 0 M li-•,:j .1 w w x TIGHTLY TO WALL TOP - 0< ELEVATIONS FOR o w< PLATES NON-RATED Project Number /i lo< co L J 0 ...._.... (.) ft ,- . ,.... ft 0 CL J . ../ ft ADDITIONAL 73 • • - DOUBLE 2 X TOP PLATES f WALL . INFORMATION CT tc4: TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B • \ •>< • ci) BATHTUB (CONTROL WALL) (HEAD WALL) BATHTUB (CONTROL WALL) (HEAD WALL) v) A8 1 2 D (BACK WALL) (BACK WALL) I 0 Sheet Number --.. 42 17 FIXTURE MOUNTING 5 1-HR FLOOR/NON RATED WALL INTERSECTION .1 UNIT KITCHEN BAR Copyright 2016© If this drawing is less than 24"x 36",it has --5 A8.12 SCALE: 1/2"= V-0" A8.12 SCALE: 1 1/2"= 1-0" M.12 SCALE 1"= V-0" been reduced. Scale accordingly. " (u „ Ce