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Plans (7) BU P2017 - 00038 River 1 1 o a0 .... .._. _, _ mily, , . . ,_ I I do . Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 _..,.. J I till Phone 503.287.6825 Fax 503.415.2304 Ni - ,e A , u, i in 1 , , B D , 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 'D' WEST HILLS DEVELOPMENT INC. HARDMAN GEOTECHNICAL SERVICES HARDMAN GEOTECHNICAL SERVICES S1.1 GENERAL STRUCTURAL NOTES A0.02 SITE REFERENCE PLAN A7.00 12 PLEX DOWNHILL-CEILING PLANS c, 735 SW 158TH AVENUE 24560 SW MIDDLETON ROAD 24560 SW MIDDLETON ROAD D A8.01 EXTERIOR DETAILS -�- '-' "�"" -A BEAVERTON, OR 97006 SHERWOOD, OR 97140 SHERWOOD, OR 97140 S1.2 GENERAL STRUCTAL NOTES(CONT) A0.11 21 PLEX -BUILDING D CODE SPECIAL. � �z:, �� C` EQ HED y &SPECIAL INSPECTIONS A0.12 12 PLEX CODE PLANS A8.02 EXTERIOR DETAILS 'G` _ --------.. .."-)V PHONE: (503)641-7342 FAX: (503)641-7661 PHONE: (503)822-5347 PHONE: (503)530-8076 State ofGi' �al"I c"�tI"tivsLt,c<l " Culalt+�Code v� S1.3 SCHEDULE AND NOTES Al01 CONSTRUCTION ASSEMBLIES A8.03 EXTERIOR DETAIL - �n CONTACT: BRAD HOSMAR CONTACT: SCOTT HARDMAN, PE CONTACT:GREG SUMMERS y 32.0 FRAMING &SHEAR WALL MAP A1.11 SCHEDULES A8.04 EXTERIOR DETAILS C. ARCHITECT CIVIL ENGINEER S2.1 FOUNDATION PLAN A2.00 12 PLEX DOWNHILL-BASEMENT PLAN A8.05 SITE DETAILS 0 Concrete and Reinforcing Steel m 52.2 FIRST FLOOR FRAMING PLAN A2.01 12 PLEX DOWNHILL-FIRST FLOOR PLAN A8.06 CRAWL SPACE SHEAR WALLS 0 Bolts installed in Concrete OTAK ARCHITECTS, INC. OTAK, INC. S2.3 SECOND FLOOR FRAMING PLAN A2.02 12 PLEX DOWNHILL-SECOND FLOOR PLAN A8.11 INTERIOR DETAILS SW SGH0ILSFERRY RD 808 SW 3RD AVE, SUITE 300 808 SW 3RD AVE, SUITE 300 SW FRIENDLY LN PORTLAND,OR 97204 PORTLAND,OR 97204 S2.4 THIRD FLOOR FRAMING PLAN A2.03 12 PLEX DOWNHILL-THIRD FLOOR PLAN A8.12 INTERIOR DETAILS ❑ S eial Moment-Resisti •-` , PHONE: 503.287.6825 FAX: 503.415.2304 PHONE: 503.287.6825 FAX: 503.415.2304 32.5 ROOF FRAMING PLAN A2.04 12 PLEX DOWNHILL-ROOF PLAN ❑ Reinforcing Stee ss1ng Steel Tendons CONTACT: WAYNE YOSHIMURA CONTACT: MIKE PEEBLES S3.1 STAIR PLANS A3.01 12 PLEX DOWNHILL- ELEVATIONS 53.2 STAIR DETAILS A4.01 12 PLEX DOWNHILL-BUILDING SECTIONS ® Stn�ctural�A.deldmg CONTRACTOR LANDSCAPE ARCHITECT S5.1 FOUNDATION DETAILS A4.12 EXTERIOR WALL SECTIONS ❑ High-Strenght Bolting S5.2 FOUNDATION DETAILS A4.13 INTERIOR WALL SECTIONS RES CONSTRUCTION COMPANY OTAK, INC. S5.3 FOUNDATION DETAILS A5.01 12 PLEX DOWNHILL-STAIR PLANS&SECTION 0 Structural Masonry West Hills 735 SW 158TH AVENUE 808 SW 3RD AVE,SUITE 300 56.1 FRAMING DETAILS A5.10 UNIT PLAN 1.1 BEAVERTON, OR 97006 PORTLAND, OR 97204 ❑ Reinforced Gypsum Concrete PHONE: (503)641-7342 FAX: (503)641-7661 PHONE: 503.287.6825 FAX: 503.415.2304 S6.2 FRAMING DETAILS A5.12 UNIT PLAN 1.1 -TYPE B \ PROJECT SITE Development CONTACT: MARK FRAZIER CONTACT: GABRIEL KRUSE S6.3 FRAMING DETAILS A5.13 UNIT PLAN 1.2 ❑ Insulating Concrete Fill cP� 57.1 ROOF FRAMING DETAILS A5.14 UNIT PLAN 1.2-TYPE B 0 Spray Applied Fire-Resistive Materials �O� 735 SW 158th Ave., S7.2 ROOF FRAMING DETAILS A5.19 UNIT PLAN 2.1 STRUCTURAL ENGINEER TRANSPORTATION ENGINEER A5.20 UNIT PLAN 2.1 -TYPE B ❑ Pi,l'gs,Drilled Piers and Caissons � Beaverton, OR 97006 FROELICH CONSULTING ENGINEERS, INC. KITTLESON AND ASSOCIATES, INC. A5.32 UNIT PLAN 3.2 A5.33 UNIT PLAN 3.2-TYPE B ❑ Shotcrete eco 6969 SW HAMPTON STREET 610 SW ALDER STREET, SUITE 300 ❑ g Excava€Ian and Filing 0' TIGARD, OR 97223 PORTLAND, OR 97205 �peciaE Grsdin 13 PHONE: 503.624.7005 FAX: 503.624.9770 PHONE: (503)228-5230 FAX: (503)273-8169 ❑ Smoke-Control Systems N CONTACT: FARAMARZ DEAN AZIMI CONTACT:JULIA KUHN 0 Other Inspections. \\ 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 & AND GYPSUM • ASSEMBLY TAG 'I'Y OP' •IGARD BUILDING TYPE BEDROOMS STORAGE/DECK(SF) STORAGE/DECK(SF) DECK AREA(SF) UNITS/BLDG BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED E - FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN A. CENTERLINE ASSOCIATION PASS PASSAGEWAY AC ACRE GAL GALVANIZED PERF PERFORATED, FOR CODE COMPLIANCE 12 PLEX-DOWNHILL- 15,404 SF, 12 UNITS&2 BUILDINGS-BUILDINGS D&G CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR AED AUTOMATED GB GRAB BAR PERFORATE O WINDOW TAG j �/ DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. EXTERNAL GPM GALLONS PER PLAM PLASTIC LAMINATE Approved: t L� 1.1 1 700 637 63 2 INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND DEFIBRILLATOR MINUTE PL PLATE, PROPERTY OTCs i I RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR AFF ABOVE FINISH GYP GYPSUM LINE 1.1 -B 1 687 628 59 1 LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER FLOOR PLYWD PLYWOOD Permit* • ) fl ---CC) - r 1.2 1 687 619 68 2 CONTAINED HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS ADJ ADJUSTABLE HB HOSE BIB PNL PANEL AddrRESERVED.COPYRIGHT 2016. AMU AIR HANDLING UNIT HC-PHB HOLLOW CORE- PNT PAINT Al DOOR TAG �� +��-= r. �� rl 1.2- B 1 687 687 68 1 ALUM ALUMINUM PRIMED PR PAIR N Suite#i \t\•3C Gk- 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN APT APARTMENT HEADBOARD PRE-FIN PREFINISHED G 2.1 2 994 930 64 2 OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, HDR HEADER PRE-PR PRE-PRIMED NORTH ARROW B Date= * .e SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, BD BOARD HDW HARDWARE PT PRESSUREED ' 2.1 -B 2 992 930 62 1 ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED .. BR BEDROOM HM HOLLOW METAL TREATED, POST G AFTER EXECUTION OF THE CONTRACT. BDRM 3.2 3 1,232 1,164 68 2 BDRM BEDROOM HORIZ HORIZONTAL TENSION VALIDITY OF PERMIT ' BLDG BUILDING HR HOUR BRIAN R.FLEENER 3.2- B 3 1,232 1,164 68 1 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY BLKG BLOCKING HVAC HEATING R RISER, RADIUS 1 CD n DETAIL TAGS THE ISSUANCE OFA PERMIT SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A BM BEAM VENTILATION RD ROOF DRAIN A8.01 BASED ON CONSTRUCTION s 4/. 3/..4 7 12 PLEX- UPHILL- 13,564 SF, 12 UNITS&2 BUILDINGS- BUILDINGS C& H CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY BOT BOTTOM AND AIR REF REFERENCE - J • DOCUMENTS AND OTHER PaRTLA1�0, QR '.* INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. CONDITIONING REFR REFRIGERATOR ' DATA SHALL NOT PREVENT �► 1.1 1 747 683 64 2 OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT CfP CAST-IN-PLACE READ REQUIRED A3.02 3 THE CODE OFFICIAL FROM L�' Q 1.1 -A 1 747 683 64 1 AS SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND CJ CONTROL JOINT IBC INTERNATIONAL REST RESTROOM EXTERIOR ELEVATION TAG REQUIRING THE CORRECTION CL CLOSET BUILDING CODE RM ROOM 1.1 - B 1 733 674 59 1 THE OWNER. CLG CEILING ICBO INTERNATIONAL RO ROUGH OPENING 1D ERRORS.OSSO 105.4 1.2 1 733 665 68 2 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CLR CLEARANCE) CONFERENCE OF CMU CONCRETE BUILDING SAMF SELF ADHERING m THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE APPROVED PLANS 2.1 2 1054 990 64 2 UNIT MASONRY OFFICIALS MEMBRANE FLASHING r,; ARCHITECT'S CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH 1C A5.11 1A INTERIOR ELEVATION TAG INCt�U UN-ATTACHED: CPT CARPET IN INCH SD SMOKE DETECTOR WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. ECIFICATION BOOK 2.1 -B 2 1050 988 62 2 UNLESS INDICATED OTHERWISE,THE ARCHITECT AND ARCHITECT'S COL COLUMN INFO INFORMATION SF SQUARE FOOT T RAI.CALLS Cover Sheet - COLS COLUMNS INSUL INSULATE(D), (ION) SHTHG SHEATHING 1 B 3.2 3 1,303 1,235 68 2 CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN O'T REPORT CONT CONTINUOUS INT INTERIOR SIM SIMILAR DOCUMENTS N ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION CONC CONCRETE SPEC SPECIFICATION Building D el 21 PLEX-28,296 SF, 21 UNITS&2 BUILDINGS- BUILDINGS E& F TO THE COPYRIGHTS. CORR CORRIDOR JAN JANITOR'S CLOSET STD STANDARD 1.3 1 705 645 60 2 JST JOIST STL STEEL a BUILDING SECTION TAG iz 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, 0 MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT D DRYER STSTORAGE A4,01 1.3- B 1 705 645 60 1 DBL DOUBLE KIT KITCHEN STCC SOUND OFFICE COPY IN CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY DF DRINKING TRANSMISSION 1.4 1 701 641 60 2 WORK OF ELEMENTS RESULTING IN CONFLICTS. iiFOUNTAIN LAM LAMINATE CLASS ` 1 WALL SECTION TAG DIA DIAMETER LAUN LAUNDRY STRUCT STRUCTURAL 1.4-B 1 701 641 60 1 DIM DIMENSION LD LOAD SV SHEET VINYL 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT M.11 PARKING PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF 2.2 2 990 929 61 2 DN DOWN LGT LIGHT CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL DRAWINGS DR DOOR LIN LINOLEUM T TREAD - -- ELEVATION DATUM 2.2- B 2 990 929 61 1 FOR FINISHED GRADES ADJACENT TO BUILDINGS. 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 GROOVE TONGUE& DW DISHWASHER MAINT MAINTENANCE GROOVE A.� GRID LINE/GRID BUBBLE PROCEEDING WITH THE WORK. DWG DRAWING MATL MATERIAL TB TOWEL BAR 2.3-B 2 996 922 74 1 MAX MAXIMUM TEL TELEPHONE 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE 2.4 2 1,003 929 74 2 EA EACH MDF MEDIUM DENSITY THK THICK, E DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING EJ EXPANSION JOINT FIBERBOARD THICKNESS cr 2.4-B 2 1,003 929 74 1 WITH THE WORK. EL ELEVATION MECH MECHANICAL TO TOP OF ROOM NAME ROOM TITLE 2 07.13.17 Plan Check Responses as N ELEC ELECTRICAL MEMB MEMBRANE TP TOILET PAPER 1 07.13.17 Project Coordination 2.5 2 971 908 63 2 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND n ELEV ELEVATOR MFR MANUFACTURER T/S TUB/SHOWER # Date Description METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OFT EP ELECTRICAL MIN MINIMUM TYP TYPICAL TEMPERED GLAZING •a 2.5-B 2 971 908 63 1 CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS Revisions ARE COMPLETED. PANEL MIRR MIRRORED 0' 2' 4' 8' cc 3.1 3 1,308 1,243 65 2 EQUIP EQUIPMENT MISC MISCELLANEOUS UL UNDERWRITERS 11 EQ EQUAL MO MASONRY LABORATORIES, !"91,1111111111.11! GRAPHIC SCALE February 15,2017 0 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 OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP EXT EXTERIOR MTL METAL UNO UNLESS NOTED 22 FLEX-28,269 SF, 22 UNITS&2 BUILDINGS- BUILDINGS B&J EDGE, OR AS NOTED. OTHERWISE BB, KB, SM ro FCP FIBER CEMENT N NORTH UNOCC UNOCCUPIED REVISION TAG AND CLOUD Li 1.3 1 705 645 60 2 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION PANEL NA NOT APPLICABLE Designed By °' OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND 1.3-B 1 705 645 60 2 FD FLOOR DRAIN NO NUMBER VCT VINYL ZD 'al- 1.4 1 701 641 60 2 OPE PEZINGSS FOD MECHANICALSHALL ELECTRI AL,AND MISCELLANEOUS S AND OPENING SIZES EXTINGUISHER NTS NOT TO SCALE VERT VERTICAL DEFERRED SUBMITTALS Drawn By CABINET VRFY VERIFY 1.4-B 1 701 641 60 2 (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO FIN FINISH OC ON CENTER VS VERSUS BB, KJ CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND PLUMBING SYSTEMS th 2.2 2 990 929 61 2 FLR FLOOR OCC OCCUPANT(S) (INCLUDING COMCHECK COMPLIANCE FORMS) Checked By ACCESSORIES. � FND FOUNDATION OCCUPANCY(IES) W WASHER • MECHANICALIHVAC SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) U 2.2-A 2 987 926 61 1 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FOF FACE OF FINISH OLF OCCUPANT LOAD W/ WITH • ELECTRICAL SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) 17857 o FOS FACE OF STUD FACTOR WD WOOD p 2.2-B 2 990 929 61 1 SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOW FACE OF WALL OPP OPPOSITE WH WATER HEATER LIGHTING (INCLUDING COMCHECK COMPLIANCE FORMS) Project Number tr ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE FT FEET ORD OVERFLOW ROOF WIN WINDOW • FIRE SPRINKLERS, FIRE SPRINKLER, FLOW ALARM co 2.3 2 997 922 75 2 SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED '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 OSB ORIENTED WR WATERA0 . 0 I - THEY ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED STRAND BOARD RESISTANT • ROOF TRUSSES D 2.4 2 1,003 929 74 2 FLOOR/CEILINGS OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. WRB WATER RESISTANT • FIRE STOPPING b BARRIER Sheet Number ai 2.5 2 971 908 63 2 METAL GUARDRAILS AND HANDRAILS Copyright 2016 RADON GAS MITIGATION SYSTEM If this drawing is less than 24'x 36'; it has • CRAWL SPACE VENTILATION SYSTEMS been reduced. Scale accordingly. 3.1 3 1,308 1,243 65 2 5 rr SITE AND EGRESS LIGHTING ___ 41._ RIVER TERRACE EAST , ,,., - .,,,_ ,,,.. }., ,..,. .j": ‘,,„..;,:..„:„,,,,,::4,, FROE ICH 12 PLEX B UILDING ,R DG WNHILL , ::: eL ENGINEERS MAIN OFFICE: 6969 SW HAMPTON ST TI GARD, OREGON PORTLAND,OREGON 97223 (503)624-7005 BEND OFFICE: PERMIT SUBMITTAL - 02/15/2017 745 NW SUITE#T WASHINGTON DR BEND,OREGON 97701 froelich-engineers.com JOB# 16-T100 STRUCTURAL ABBREVIATIONS: STRUCTURAL SYMBOLS ! LEGEND: @ At GA Gauge PAF Powder Actuated Fasteners W# -INDICATES FOOTING TYPE, REF SCHEDULE. ST R U CT U RAL SHEETS : RV CTUcj & And GALV Galvanized PCF Pounds per Cubic Foot - S' Q PROF q� Feet GC General Contractor PERF Perforate, Perforated, Performance SHEET �� F " Inch GEN General PERIM Perimeter El -INDICATES COLUMN NUMBER SHEET TITLE c.��'VNGINFE9ssio # Number, Pound GL Glulam (Glue-Laminated Beam) PERP Perpendicular ,,, � _ �C 15472 2 - INDICATES WOOD SHEATHED SHEAR WALL. 37 (E) Existing GR Grade PL Plate —— 50.1 COVER SHEET c 1--- (N) ✓(N) New GYP Gypsum PLF Pounds per Lineal Foot GYP BD Gypsum Board PLWD Plywood .__ - INDICATES STRUCTURAL WALL BELOW. S1.1 GENERAL STRUCTURAL NOTES 7 AB Anchor Bolt PREFAB Prefabricated — — -9 OREGONY25 1Qti -INDICATES NON-STRUCTURAL WALL BELOW. Si 2 GENERAL STRUCTURAL NOTES "9� 9�� ACI American Concrete Institute HAS Headed Anchor Stud PSF Pounds per Square Foot — — (CONT.) & SPECIAL INSPECTIONS -4/3z DSPC ADD Addendum,Addition HDD Headed PSI Pounds per Square Inch W- ALT Alternate HDR Header PSL Parallel Strand Lumber -INDICATES BEARING WALL S'1.3 SCHEDULES AND NOTES EXPIRES: 107 APPROX Approximate HEX Hexagonal PT Post-Tensioned, Preservative-Treated S2.0 FRAMING & SHEAR WALL MAP ARCH Architect,Architectural HORIZ Horizontal H- -INDICATES HEADER TYPE, REF HEADER SCHEDULE. ASTM American Society for Testing and Materials HSS Hollow Structural Shape QTY Quantity S2.1 FOUNDATION PLAN AVG Average HVAC Heating,Ventilating,Air Conditioning B- -INDICATES BEAM TYPE, REF BEAM SCHEDULE. S2.2 FIRST FLOOR FRAMING PLAN AWS American Welding Society HT Height REF Refer, Reference REINF Reinforce, Reinforcement LO- -INDICATES LINTEL TYPE. REF. SCHEDULE. S2.3 SECOND FLOOR FRAMING PLAN BEV Bevel IBC International Building Code REQ'D Required S2.4 THIRD FLOOR FRAMING PLAN BLDG Building IN Inch REV Revision -INDICATES JOIST TYPE AND SPACING, REF PLANS &JOIST FRAMING SCHEDULE. BLKG Blocking INFO Information S2.5 ROOF FRAMING PLAN BOT Bottom INSP Inspect, Inspection SCHED Schedule — -INDICATES DIRECTION DECK OR SHEATHING TO SPAN. S3.1 STAIR PLANS BP Base Plate INSUL Insulation SE Structural Engineer BRDG Bridge, Bridging INT Interior SECT Section S -INDICATES ELEVATION. S3.2 STAIR DETAILS BRG Bearing SHTH Sheathing JST Joist SIMP Simpson Strong-Tie < 1> -INDICATES DIRECTION TIMBER TO SPAN. S5.1 FOUNDATION DETAILS CGS Center of Gravity of Strand SF Square Foot S5.2 FOUNDATION DETAILS CJ Control Joint K Kilopound (1000 pounds) SL Snow Load O# -INDICATES KEYED NOTE. I— CL Centerline KIP Kilopound (1000 pounds) SIM Similar S5.3 FOUNDATION DETAILS CLG Ceiling SOG Slab on Grade I- -INDICATES CHANGE IN SLOPE. S6.1 FRAMING DETAILS Z CLR Clear L Angle, Left, Length SPEC Specification, Specifications i? Q UU CMU Concrete Masonry Unit LAM Laminate, Laminated STD StandardS6.2 FRAMING DETAILS LLI CC -INDICATES STEP IN ELEVATION. C COL Column LAT Lateral STIFF Stiffener S6.3 FRAMING DETAILS W O CONC Concrete LB Pound STL Steel XX PSF - INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE ❑ CONN Connection LLH Long Leg Horizontal STRUCT Structural •��•*•., PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS S7.1 ROOF FRAMING DETAILS U ¢ _ICONT Continuous LLV Long Leg Vertical •!••! 7,•7FOR LOAD & EXTENT. a LU LL Live Load T&B Top and Bottom XX'-XX" S7'.2 ROOF FRAMING DETAILS < a CC 1 DBA Deformed Bar Anchor LNTL Lintel T&G Tongue and Groove ♦ .. -INDICATES ROOF OVERFRAMING. REF DETAIL 51S7.1. �/ 0 LV o DBL Double LONG Longitudinal TAN Tangent fl 0 0 DET Detail LSL Laminated Strand Lumber THK Thick, Thickness CJ -INDICATES COLD JOINT, REF DETAIL 2/S5.1. W rY °' DF Doug Fir(Douglas Fir) LT WT Lightweight THRD Threaded O J SI 0 DIA Diameter LVL Laminated Veneer Lumber TOB Top of Beam „....--INDICATES SHEAR WALL TYPE ABOVE FLOOR SPECIFIED. REF Z J z Lu w DIAG Diagonal TOF Top of Footing - SHEAR WALL SCHEDULE ON S1.4. n/ 8 = DIAPH Diaphragm MANUF Manufacturer, Manufactured TOJ Top of Joist ----INDICATES HOLDOWN TYPE. REF HOLDOWN SCHEDULE ON S1.4 Lr 'L o o DIM Dimension MAX Maximum TOL Top of Lintel, Landing LL.i DL Dead Load MB Machine Bolt TOP Top of Pier / L Et ❑ w w DWG Drawing MECH Mechanical TOS Top of Slab,Top of Steel ¢ LLl cn DWGS Drawings MEZZ Mezzanine TOW Top of Wall �/ C7 N. LL w � cu?) LI 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 - DOWNHILL SHEET TITLE: COVER SHEET SHEET NUMBER: so . 1 GENERAL STRUCTURAL NOTES PROJECT DESCRIPTION: NAILING AND FASTENERS: SPECIAL INSPECTION AND TESTING: REINFORCING STEEL: • NEW 3-STORY(PARTIALLY 4-STORY)MULTI-FAMILY APARTMENT BUILDING 1. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND " • CONVENTIONAL SPREAD AND STRIP CONCRETE FOUNDATIONS 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 CONFORM TO THE"STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS,SPIKES,AND THE IBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S1.2. 318-BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"AND"ACI 315-MANUAL OF • PARTIALLY CONCRETE SLAB-ON-GRADE FIRST FLOOR AND PARTIALLY CRAWL SPACE. STAPLES"(ASTM F1667)AND"POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' BUILDING CONSTRUCTION"(NER 272). �. • WOOD 2X STUD WALLS SHEATHED WITH PLYWOOD PANELS INSPECTOR TO PERFORM THESE INSPECTIONS. 2. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND GRADES • ENGINEERED WOOD I-JOIST AND BEAM FRAMED FLOOR UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS: 2. NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1,OR NER-272. • PRE-MANUFACTURED WOOD TRUSS SYSTEM A. SMOOTH WELDED WIRE FABRIC-ASTM A185 3. NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS,THAT SHOW THE SUBMITTALS: B. ALL OTHER REINFORCEMENT-ASTM A615,GRADE 60 MANUFACTURER'S NAME,NAIL SHANK DIAMETER,AND LENGTH. 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE FABRICATION AND 4. NAIL SIZES SHALL BE AS FOLLOWS: GENERAL: CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.WELDING OF FROELICH 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE REINFORCING STEEL SHALL CONFORM TO AWS D1.4.ALL WELDING SHALL BE DONE BY AWS FRAMING NAILS INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,CIVIL,MECHANICAL,AND SUBMITTALS CERTIFIED WELDERS USING LOW HYDROGEN E70XX ELECTRODES. NAIL TYPE SHANK DIAMETER(IN) MINIMUM PENETRATION ENGINEERS $ ELECTRICAL DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE ITEM SUBMITTAL DEFERRED COMMENTS 4. REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH#16 ANNEALED IRON WIRE.BARS INTO FRAMING MEMBER(IN) MAIN OFFICE: REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT DOCUMENTS(INCLUDING THE PROJECT (A,D) SUBMITTAL IN BEAMS,SLABS,AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE 6d 0.113 1.25 6969 SW HAMPTON ST SPECIFICATIONS)INTO THEIR WORK. (B,D) BLOCKS,OR APPROVED METAL CHAIRS,AS SPECIFIED BY THE"CRSI MANUAL OF STANDARDPORTLAND,OREGON 97223 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 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 5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS PREMANUFACTURED WOOD x X froelich-engineers.com FOR THIS STRUCTURE.CONNECTIONS,DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN TRUSSES NOT PERMITTED. FRAMING SUPPORTS AS FOLLOWS: THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME.IF STAIRS AND RAILINGS X X 8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE JOB# 16-T100 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: DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER MEMBERS ,`�Li e'TU1 ROOF SHEATHING 0.131"DIA AT 6"OC 0.131"DIA @ 12"OC cj CODE REQUIREMENTS: REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.ANY MODIFICATIONS TO TYPICAL LAP SPLICE SCHEDULE(IN) D PRQ �' THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE 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 �� tiG"! sS'/ 2012 INTERNATIONAL BUILDING CODE(IBC). TOP BARS OTHER TOP BARS OTHER BARS TOP BARS OTHER C^ ' 15472 �� B. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND 2. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM,ETC.)SHALL BE FOR THE BARS BARS FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND x' EDITIONS NOTED IN CHAPTER 35 OF THE IBC. #3 28 22 24 19 22 17 NOTES: C` r-- SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE A. ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR -_ PROJECT IS LOCATED.CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO #4 37 29 32 25 29 22 FASTENING ROOF SHEATHING. TEMPORARY CONDITIONS: THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS #5 47 36 40 31 36 28 ��r G :EGO"a INDUCED BY THE CONNECTION LOADS.DESIGN SHALL BE BASED UPON THE #6 56 43 48 37 43 33 / � � �' 1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE REQUIREMENTS OF THE IBC AND AS NOTED UNDER"DESIGN CRITERIA." 6. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. ALL BOLTS %�F y� "r �'1 i CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT #7 81 63 70 54 63 49 AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL �'%'-��,. .:.,� REQUIRED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR C. THE CONTRACTOR SHALL COORDINATE THE SEISMIC RESTRAINTS OF MECHANICAL, HAVE CUT THREADS. C SEQUENCES. ELECTRICAL,AND PLUMBING EQUIPMENT,MACHINERY,AND ASSOCIATED PIPING WITH 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: 2. CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND EXP�r�_�:CHAPTER 13 AND BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, INSTALLATION. �-i CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE PROJECT IS LOCATED. MULTIPLY THE ABOVE VALUES BY A FACTOR OF 1.4. 8. JOIST HANGERS,HOLDOWNS,AND OTHER FRAMING ACESSORIES SHALL BE MANUFACTURED BY CONSTRUCTION PERIOD. SIMPSON STRONG TIE(OR AN APPROVED EQUAL)AND BE OF THE SIZE AND TYPE SHOWN ON D. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM,OR B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". 3. RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER THE DRAWINGS. HARDWARE FASTENERS SHALL BE INSTALLED IN STRICT CONFORMANCE TO ADD TO,THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A CONTACT ENGINEER OF RECORD IF CONDITIONS VARY. SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE THE MANUFACTURER'S REQUIREMENTS. ANY PRODUCT SUBSTITUTIONS TO SIMPSON SHALL WALL. STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST BELOW MEET OR EXCEED SIMPSON'S PUBLISHED DESIGN CAPACITIES AND MUST HAVE A CURRENT ICC AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.ANY SUCH THE BAR. EVALUATION REPORT FOR THE CODES. DETAILS ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF D. VALUES ARE FOR UNCOATED BARS. 9. HANGERS NOT SHOWN SHALLRAPPLICABLEE SIMCSON U-TYPE,OR B-TYPE OF THE SIZE RECOMMENDED EXISTING CONDITIONS: RECORD. FOR THE SPECIFIC FRAMING MEMBER SHOWN ON PLAN. 1. ALL EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS SHALL BE FIELD VERIFIED.THE 10. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING 10. FASTENERS IN CONTACT WITH PRESERVATIVE TREATED,OR FIRE TREATED WOOD SHALL BE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM STEEL: HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM B695,CLASS 55 MINIMUM. CONDITIONS SHOWN ON THE DRAWINGS. FOUNDATIONS: 11. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR 1. FOUNDATION SIZES ARE BASED UPON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE AS MINIMUM CONCRETE COVER(CAST-IN-PLACE) BOLTS AT 4'-0"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, NOTED IN DESIGN CRITERIA FOR BEARING ON NATIVE SOILS/COMPACTED FILL,AS USE COVER UNLESS DETAILED OTHERWISE.WASHERS TO BE MINIMUM 1/4"x3"x3"AS PER IBC 2305.3.11. RECOMMENDED BY THE GEOTECHNICAL REPORT. SLAB BARS 1" DESIGN CRITERIA: GLUED LAMINATED MEMBERS: 2. ALL FOOTINGS SHALL BE A MINIMUM OF 18"BELOW FINAL GRADES. EXTERIOR WALL FACES 1-1/2"(#5 AND SMALLER) 1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC.IN ADDITION ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS (EXPOSED TO EARTH,OR WEATHER) 2"(#6 AND LARGER) 1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE"AMERICAN TO THE DEAD LOADS,THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. CONCRETE CAST AGAINST EARTH 3" NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER"(ANSI A190.1),OR OTHER WITH LIVE LOADS(L.L.)REDUCED IN ACCORDANCE WITH THE IBC: 4. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS PRIOR CODE-APPROVED DESIGN,MANUFACTURING AND QUALITY ASSURANCE PROCEEDURES. TO THE COMMENCEMENT OF ANY SITEWORK. 2. ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. 5. STRUCTURAL FILL MATERIALS,PLACEMENT,AND COMPACTION REQUIREMENTS SHALL BE IN 11. PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL 3. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS INDENTIFICATION MARK OR BE ACCOMPANIED ACCORDANCE WITH THE GEOTECHNICAL REPORT. REINFORCEMENT.LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND BY A CERTIFICATE OF CONFORMANCE. DESIGN CRITERIA 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 1'-6" TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A MINIMUM 6" 4. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER THE GEOTECHNICAL CRITERIA HORIZONTAL TO 1'-0"VERTICAL STEPS. EMBEDMENT BELOW THE TOP OF FOOTING. SHOP OR FIELD. � 1.- 12. PROVIDE ONE#5 FOR SINGLE LAYER,AND TWO#5 FOR DOUBLE LAYER REINFORCING,4'-0" 5. NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS(EITHER IN THE SHOP,OR FIELD)IS DESIGN BASED ON HGCI 7. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A 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 < W ALLOWABLE SOIL BEARING 2,500 PSF TESTING FREQUENCY SHALL BE ESTABLISHED BY THE GEOTECHNICAL ENGINEER. 13. REFERENCE TYPICAL DETAILS FOR THE DISPOSITION OF REINFORCEMENT AT WALL CORNERS, APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. W PRESSURE 8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT WALL INTERSECTIONS,AND FOR BARS IN SMALL WALL SECTIONS. 6. GLUED LAMINATED TIMBER BEAMS SHALL BE WESTERN SPECIES WITH THE FOLLOWING RETAINING 35 PCF(EQUIVALENT FLUID PRESSURE) OF FILLING OPERATIONS. STRENGTH PROPERTIES: W WALLS-CANTILEVERED 9. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO RETAINING WALLS-BRACED 55 PCF(EQUIVALENT FLUID PRESSURE) THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. GLUED LAMINATED MEMBERS 0 Q RETAINING WALLS-SEISMIC 50%INCREASE IN ABOVE EQUIVALENT FLUID PRESSURE(SEISMICSAWN FRAMING LUMBER: 10. ALL FILL,BACKFILL AND COMPACTION ACTIVITIES,PARTICULARLY DURING WET WEATHER COMBINATION USE MODULUS OF FLEXURAL HORIZONTAL SHEAR STRESS 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) LIVE LOAD CRITERIA OR THE WESTERN WOODS PRODUCTS ASSOCIATION(WWPA)GRADING RULES. (SPECIES) (PSI) (PSI) fl Ir FLOOR LIVE LOADS UNIFORM LOAD(PSF) CONCENTRATED LOAD2. ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS: 24F-V4(DF/DF) SIMPLE SPAN 1,800,000 2,400 265 0 W to (LBS) EPDXY REPAIR ADHESIVE: 24F-V8(DF/DF) CANTILEVERED 1,800,000 2,400 265 a a 1. EPDXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO-COMPONENT, SAWN LUMBER OR W rn CORRIDORS AND STAIRS 100 2000 LIQUID EPDXY WITH NON-SAG CONSISTENCY AND LONG POT LIFE. THE EPDXY ADHESIVE SHALL RESIDENTIAL 40 1000 BE SUITABLE FOR USE ON DRY OR DAMP SURFACES. USE SPECIES/GRADE Fb(PSI)-BASE VALUE CONTINUOUS >- W Z GARAGE 40 3000 2. ADHESIVE SHALL HAVE A MINIMUM SLANT SHEAR STRENGTH OF 5,000 PSI AND A MINIMUM LUMBER 2"TO 4"THICK DOUGLAS FIR-LARCH N0.2 900 J 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 ..„J W W VERTICAL FLOOR 0.75"OR U360 WHICHEVER IS LESS(LIVE LOAD PLUS LONG-TERM DEAD NOTED ON PLANS: FRAMING&ARCHITECTURAL cn > 0 DEFLECTION LOAD) 3. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S POSTS DOUGLAS FIR-LARCH NO.1 1200 2 = < O (CLADDING DESIGN) 0.375"OR U600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS RECOMMENDATIONS AND THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION VERTICAL FLOOR U360(LIVE LOAD)PER OSSC TABLE 1604.3 REPORT. ENGINEERED COMPOSITE LUMBER: W O r~� '-to° 4. REINFORCEMENT SHALL NOT BE CUT OR DAMAGED IN EITHER NEW OR EXISTING CONCRETE 3. ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN WRITING BY p v/ 12 DEFLECTION o 1. ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER(MICROLAM), C W DURING INSTALLATION. THE SUPPLIER TO BE LESS THAN 19%MOISTURE CONTENT. CC (CLADDING DESIGN) PARALLEL STRAND LUMBER(PARALAM),AND LAMINATED STRAND LUMBER(TIMBERSTRAND) �- Q 0 › 4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED(PT)PER �'� u� `� NOTES: 1. LIVE LOADS REDUCED PER OSSC 1607.10 THE AMERICAN WOOD PRESERVERS BUREAU(AWPB)UNLESS AN APPROVED MOISTURE SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS,MANUFACTURED BY TRUS-JOIST L.L w H ti m 2.MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM OR CONCRETE: BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY MARK. OR AN APPROVED EQUAL. 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 PERMIT SNOW DRIFT PER OSSC AS SHOWN ON PLANS C39,UNLESS NOTED OTHERWISE,AND SHALL BE AS FOLLOWS: 6. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. COMPOSITE LUMBER TYPE MODULUS OF ELASTICITY ALLOWABLE FLEXURAL GROUND SNOW LOAD P g =10 PSF IN ACCORDANCE WITH 2014 SNOW LOAD ANALYSIS (PSI) STRESS(PSI) B U B M I TTAL FOR OREGON CONCRETE STRENGTHS 7. PROVIDE SOLID LINES OF BLOCKING,SAME DEPTH OF FRAMING MEMBER,AT ALL BEARING LSL 1,500,000 2,350 FLAT ROOF SNOW LOAD P f =15 PSF DESCRIPTION fc(PSI) WATER- ENTRAINED OTHER POINTS. LVL 1,900,000 2,600 SNOW EXPOSURE FACTOR C, =1.0 CEMENT RATIO AIR PSL 2,000,000 2,900 SNOW LOAD IMPORTANCE I =1.0 BY WEIGHT FACTOR FOOTINGS,STEMWALLS 3,000 0.53 2%+/-1.5% NOTE: THERMAL FACTOR C =1.0 RETAINING WALLS 3,000 0.50 6%+!-1.5% WOOD STRUCTURAL PANEL SHEATHING: t ° 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%+/-1.5/o STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE"U.S.PRODUCT DESIGNED FOR REDUCED STRESSES PER THE MANUFACTURER'S REQUIREMENTS. REV DATE ISSUE TITLE MAIN WIND FORCE 120 MPH BASIC WIND SPEED(3-SECOND GUST) INTERIOR SLAB-ON-GRADE 4,000 0.48 N/A STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL USE PANELS,"OR RESISTING SYSTEM THE"APA PRP-108 PERFORMANCE STANDARDS." ANCHOR BOLTS: COMPONENTS AND 120 MPH BASIC WIND SPEED(3-SECOND GUST) NOTES: 2. UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL PANELS SHALL BE APA RATED SHEATHING, 1. ANCHOR BOLTS FROM SILL PLATES TO FOUNDATION SHALL BE GALVANIZED. CLADDING A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE EXPOSURE 1,OF THE THICKNESS AND SPAN RATING AS FOLLOWS: 2. ALL ANCHOR BOLTS SHALL HAVE A GALVANIZED PLATE WASHER BETWEEN THE SILL PLATE AND EXPOSURE CATEGORY B FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. NUT. GUST/INTERNAL PRESSURE GC 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 II C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. ROOF SHEATHING 5/8"-INDEX 40/20 SHEARWALL,ALTERNATE ANCHOR BOLTS. SITE CLASS D FLOOR SHEATHING 7/8"-INDEX 60/32 4. ANCHOR BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT IMPORTANCE FACTOR I e =1 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: WALL SHEATHING 1/2"-INDEX 32/16 DISPLACEMENT DURING CONCRETE PLACEMENT.DO NOT HAND SET OR WET SET. PROJECT MANAGER: CN SEISMIC DESIGN CATEGORY 0 5. SILLS AT WALL SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR MINIMUM CEMENT CONTENT BOLTS AT 4'-0"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, DESIGNER: YS MCE SPECTRAL S S =0.985 5 1 =0.36 3. ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE.HOLDOWN BOLTS DO NOT TAKE THE ACCELERATIONS fc(PSI) MINIMUM CEMENT CONTENT PER CUBIC SUPPORTS AND END JOINTS SHALL BE STAGGERED. PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. DRAWN BY: FCE-ENG-4 DESIGN SPECTRAL S =0.726 S =0.403 YARD 4. ROOF SHEATHING SHALL BE BLOCKED,OR HAVE EDGES SUPPORTED BY PLYCLIPS. 6. ALL SILL PLATES SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE. ACCELERATIONS Os D1 3,000 470 LBS. 5. FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES HOLDOWN BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. PROJECT NO: 16-T100 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-10 SECTION 12.8 4,000 550 LBS. MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS 7. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL. NORTH-SOUTH DIRECTION EAST-WEST DIRECTION 5,000 630 LBS. SHALL ALSO BE GLUED AT THE T&G JOINT. DATE: 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 =6.5A FLYASH CONFORMING TO ASTM C618"TYPE F,"OR"TYPE C"MAY BE USED TO REPLACE UP 7. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE 1. ALL HOEDOWN BOLTS AT SHEAR WALLS TO FOUNDATION SHALL NOT BE IN CONTACT W/ FACTOR TO 20%OF THE CEMENT CONTENT,PROVIDED THAT THE MIX STRENGTH IS BLOCKED AT ALL PANEL EDGES.SHEET SIZES SHALL BE 4'X8'UNLESS AT BOUNDARIES OR PRESERVATIVE TREATED(PT)WOOD.PT WOOD PLATES SHALL HAVE OVERSIZED HOLES 1/4"MIN SEISMIC RESPONSE C=0.111 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 2. HOLDOWN BOLTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA COMPLIANT WITH ACI-318 CHAPTER 5,A MINIMUM OF TWO WEEKS PRIOR TO PLACING 12 P L EX BUILDING 3. HOLDOWN BOLTS SHALL BE PLACED A MINIMUM OF 5"FROM THE END OF CONCRETE 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 3/55.1,5/S5.1,&6/S5.1 FOR TYPICAL HOLDOWN DOWNHILL 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. SHEET TITLE: PERFORM THESE OBSERVATIONS: F,OR TYPE"G"MAY BE USED IN CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT EXCEED 10-INCHES, GENERAL STRUCTURAL STRUCTURAL OBSERVATIONS 7. SLEEVES,OPENING,CONDUITS,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE CONSTRUCTION PHASE 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. S11 ---- ■ GENERAL STRUCTURAL NOTES (CONT) AND STATEMENT OF SPECIAL INSPECTION ENGINEERED WOOD PRODUCTS: MASONRY/STONE VENEER: 1. THE ENGINEERED WOOD PRODUCTS MUST HAVE A CURRENT ICC REPORT BASE ON THE TABLE 1 1. VENEER SHALL NOT EXCEED 5"IN THICKNESS. APPLICABLE IBC CODE. REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS 2. INCLUDES,BUT NOT LIMITED TO THE FOLLOWING ENGINEERED WOOD PRODUCTS: 2. PROVIDE 1"MIN(41/2"MAX)AIR SPACE BETWEEN VENEER AND STUD WALL SHEATHING. SYSTEM or MATERIAL INSPECTION REMARKS fr _4 EXTERIOR WALL SHEATHING TO BE COVERED WITH APPROVED WEATHER RESISTANT BARRIER. I-JOIST,LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND IBC CODE CODE or FREQUENCY LSLx 3. VENEER ANCHORS ARE TO MEET THE REQUIREMENTS OF ACI 530-08.6.2. LUMBER( ),AND PARALLEL STRAND LUMBER(PSL). REFERENCE STANDARD fe- 3. SUPPLIER SHALL SUPPLY JOISTS,BRIDGING,HANGERS,BLOCKING,AND OTHER ACCESSORIES CONTINUOUS PERIODIC 4. VENEER TO BE ANCHORED DIRECTLY TO WALL STUDS,COLUMNS,CONCRETE WALLS,CMU REFERENCE WALLS,OR STRUCTURAL ELEMENTS.ANCHORS TO BE SPACED AT 16"OC HORIZONTALLY AND NECESSARY FOR THE PROPER ERECTION&PERFORMANCE OF THEIR PRODUCT.THESE SHALL SOILS '-'4..''''- 18" '4..'' 18"OC VERTICALLY, MAXIMUM.IN NO CASE IS THE AREA OF VENEER SUPPORTED BY EACH BE CLEARLY CALLED OUT AND DETAILED ON THE SHOP DRAWINGS. GEOTECHNICAL INVESTIGATIONS TABLE GEOTECHNICAL INVESTIGATION ANCHOR TO EXCEED 2.0 SQ.FT. AT AREAS WITHIN 12'-0"OF CORNERS THE VERTICAL SPACING 4. SUPPLIER SHALL INSPECT ALL JOISTS,BEAMS,BRIDGING,HANGERS,BLOCKING,AND OTHER 1705.6 SHALL INCLUDE ITEMS OF SPECIAL F R O E L I C H OF TIES SHALL NOT EXCEED 12"OC. ACCESSORIES AFTER INSTALLATION AND PROVIDE WRITTEN VERIFICATION OF PROPER 1803 INSPECTION AND TESTING AS 5. USE 3/4"x 22 GAGE GALVANIZED METAL ADJUSTABLE ANCHORS OR#9 GAGE GALVANIZED WIRE INSTALLATION OF THEIR PRODUCT TO THE ARCHITECT AND STRUCTURAL ENGINEER OF NOTED IN TABLE 5 OF THE ENSINEERSA 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: 7. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW,AND IN ADDITION FOR SNOW VERTICAL AND LATERAL SEISMIC FORCES RESISTED BY THE STRUCTURE ARE NOT IMPARTED DRIFT LOADING SHOWN ON THE PLANS. VERIFY EXCAVATIONS ARE TABLE X 745 NW 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 SPACE ANCHORS AROUND PERIMETER OF OPENINGS AT A MAXIMUM OF 3'-0"OC PLACE LIVING SPACES 40 PSF MATERIAL BEND,OREGON 97701 ANCHORS WITHIN 12"OF OPENINGS. FLOOR DEAD LOAD 27 PSF PERFORM CLASSIFICATION AND TABLE X TESTING OF COMPACTED FILL froelich-engineers.com 10. EMBED ANCHORS INTO THE MORTAR JOINT A MINIMUM DISTANCE OF 1 1/2"WITH AT LEAST 5/8" 8. CONTRACTORS TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO TESTING OF COMPACTED FILL 1705.6 MATERIALS(SEE TABLE 5) JOB# 16-T100 MORTAR COVER TO THE OUTSIDE FACE. ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING,ELECTRICAL UNITS,FOLDING PARTITIONS MATERIALS 1803.5.1 AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. VERIFY USE OF PROPER TABLE X BY THE GEOTECHNICAL ENGINEER 9. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. MATERIALS,DENSITIES AND LIFT 1705.6 REINFORCED CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90,SAMPLED AND TESTED IN 10. DO NOT NOT NOTCH OR DRILL ENGINEERED WOOD PRODUCTS,EXCEPT AS ALLOWED PER THE PLACEMENT AND COMPACTION OF �RY: THICKNESSES DURING .t(�U C TURA 1. MANUFACTURERS SPECIFICATIONS.ANY PROPOSED NOTCHING OR DRILLING OF ENGINEERED G ) PTU s• ACCORDANCE WITH ASTM C140. COMPACTED FILL �'�,� 'art., WOOD PRODUCTS NEEDS TO HAVE PRIOR APPROVAL BY THE MANUFACTURER. 2. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. 11. THE JOIST MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS PRIOR TO PLACEMENT OF TABLE X `ca� �c'GI?.E-c-- QS' 3. BLOCK COMPRESSIVE STRENGTH SHALL BE AS INDICATED IN THE TABLE BELOW. BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE COMPACTED FILL,OBSERVE 1705.6 SUBGRADE AND VERIFY THAT SITE 'w 15472 y 4. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(F'm)AS INDICATED IN THE WHERE THE PROJECT IS LOCATED FOR REVIEW. HAS BEEN PREPARED PROPERLY. TABLE BELOW AS VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO IBC SECTION 12. THE CONTRACTOR SHALL COORDINATE WITH THE JOIST MANUFACTURER TO PROVIDE - jos. 2105. ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS WITH COLUMNS, 5. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. WHERE NO COLUMN CONNECTIONS,CONNECTION HARDWARE,ETC. TABLE 2 Ci-iEGC;r1 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 r^vG7 c' N AS INDICATED IN THE"MASONRY REINFORCING STEEL"SECTION OF THESE NOTES. (UNLESS NOTED OTHERWISE): r� `)'25 - P'L 6. HORIZONTAL WIRE AND BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS ATSYSTEM or MATERIAL INSPECTION REMARKS '� S r\ EXPANSION JOINTS EXCEPT AT ALL FLOOR AND ROOF LEVELS. A MINIMUM OF ONE VERTICAL#5 FLOORS: LIVE LOAD-1/480 OF SPAN,TOTAL LOAD-1/360 OF SPAN IBC CODE CODE or FREQUENCY RZ G�� BAR SHALL BE LOCATED ON EACH SIDE OF AN EXPANSION JOINT. ROOFS: LIVE LOAD-1/240 OF SPAN,TOTAL LOAD-1/240 OF SPAN REFERENCE STANDARD : 14. DESIGNS,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: REFERENCE CONTINUOUS PERIODIC EXPIRES: ) 1/7 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 7. PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING COLD WEATHER E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS DIMENSIONS,COMPLIANCE WITH (TEMPERATURE BELOW 40°F(4.4°C))OR HOT WEATHER(TEMPERATURE ABOVE 90°F(32.2°C)) F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT CLEANLINESS ODRILL BIT ROF THE F THE HOLE AND SHALL CONFORM TO ACI 530.1 ARTICLE 1.8 C AND 1.8 D. 15. CALCULATIONS OF THE ENGINEERED WOOD PRODUCTS MUST BE SEALED BY THE PRODUCT ANCHOR,ADHESIVE EXPIRATION ENGINEER AND SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER OF RECORD. DATE,ANCHOR/ADHESIVE 16. I-JOIST SHALL HAVE LAMINATED VENEER LUMBER(LVL)FLANGES W/ORIENTED STRAND BOARD INSTALLATION,ANCHOR (OSB)WEBS. EMBEDMENT,AND TIGHTENING MORTAR: TORQUE 1. MORTAR SHALL BE OF THE TYPE INDICATED IN THE TABLE ABOVE WITH A MINIMUM WELDING REINFORCING STEEL 1705.2.2.1.2 ACI 318:3.5.2 X REFER TO STEEL FOR WELDING COMPRESSIVE STRENGTH AT OF 1,800 PSI FOR MORTAR TYPES(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 01.4 X CONTRACTORS RESPONSIBILITY. REINFORCING STEEL OTHER THAN 1705.2.2 ACI 318: SECTION 2. DESIGN SHALL CONFORM TO THE PROFILES SHOWN ON THE DRAWINGS AND THE ASTM A 706 3.5.2 MASONRY GROUT: REQUIREMENTS OF IBC SECTION 2303.4 AND THE"DESIGN SPECIFICATIONS FOR LIGHT METAL OTHER REINFORCING STEEL TABLE AWS D1.4 X PLATE CONNECTED WOOD TRUSSES",TPI-24 AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. 1705.2.2 ACI 318: SECTION 1. GROUT SHALL HAVE A COMPRESSIVE STRENGTH AS INDICATED IN THE TABLE ABOVE AND 3. TRUSS DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS TO THE STRUCTURE 3.5.2 SHALL CONFORM TO IBC SECTION 2103. REQUIRED TO TRANSFER DESIGN LOADS INTO THE STRUCTURAL SYSTEM OF THE BUILDING. PLACEMENT OF BOLTS INSTALLED TABLE ACI 318:1.3.2.0 X ALL BOLTS VISUALLY INSPECTED 2. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTICIOUS MATERIALS AND AGGREGATE TO 4. MANUFACTURER SHALL DESIGN AND FURNISH ALL WOOD FRAMING CONNECTIONS NECESSARY IN CONCRETE 1705.3 ACI 318:8.1.3 ICD 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 W 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 0 LOADS AND ANY SNOW DRIFTING/SLIDING SNOW INDICATED ON DRAWINGS: 1904 ACI 318:5.2-5.4 0 1904.2 v/ 1 O PREMANUFACTURED WOOD TRUSS LOADING 1910.2 MASONRY REINFORCING STEEL: LOADING TYPE UNIFORMLY DISTRIBUTED LOAD(PSF) 1910. W CONCRETE PLACEMENT TABLE ACI 318:1.3.2.D X N > 1. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO IBC SECTION 2103.14. ROOF LIVE LOAD 20 1705.3 _ ACI 318:5.9-5.10 _ i..L.� W W 2. DEFORMED REINFORCING BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY 25 co W PLACED IN ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL ROOF SNOW LOAD EAVES: 25 TABLE 5 a� CONFORM TO ASTM A706 GRADE 60. W TOP CHORD: 10 � CO(� z 3. UNLESS OTHERWISE NOTED ON PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS ROOF DEAD LOAD REQUIRED TESTING FOR SPECIAL INSPECTIONS BOTTOM CHORD:8 O _I 5 O FOLLOWS: SYSTEM or MATERIAL TESTING REMARKS I- z (a NET WIND UPLIFT 7 "J W IBC CODE CODE or FREQUENCY Z W IN ADDITION TO THE LOADS NOTED,ALL TRUSSES SHALL BE DESIGNED TO SUPPORT A (/) 0 > CeMINIMUM WALL REINFORCEMENT-RUNNING BOND REFERENCE STANDARD CONCENTRATED LOAD OF 100#AT ANY LOCATION ALONG THE TOP OR BOTTOM CHORDS. CONTINUOUS PERIODIC W W = O REFERENCE NOMINAL WALL THICKNESS VERTICAL HORIZONTAL REINFORCEMENT W Oce F- u, O REINFORCEMENT GEOTECHNICAL W O co 7. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO 0 I 8" #5 @ 24"OC (2)#4 @48"OC ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING,ELECTRICAL UNITS,FOLDING PARTITIONS GEOTECHNICAL ENGINEER TO 1803 TESTING PER GEOTECHNICAL > C Cf� PERFORM TESTING OF REPORT ii 1 11.1 AND OTHER CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. .- F"' Q o7 > 8. TRUSS MANUFACTURER SHALL DESIGN ALL DRAG TRUSSES AND DRAG STRUTS FOR THE 4. BOND BEAMS WITH TWO#5 BARS SHALL BE PROVIDED AT ALL FLOOR LINES,ROOF LINES,AND COMPACTED FILL MATERIALS u) O us W I= > m 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 6. PROVIDE ONE BAR MATCHING THE VERTICAL REINFORCING SIZE FOR THE FULL HEIGHT OF A. SHEAR LOADS AS INDICATED ON THE PLANS AND NOTES PREPARED SUBGRADE DENSITY WALL AT EACH SIDE OF ALL OPENINGS,AT WALL ENDS,AND AT WALL INTERSECTIONS. B. DRAG TRUSSES TO COLLECT LOAD ALONG THE TOP CHORD AND TRANSFER TO THE MATERIAL VERIFICATION VARIES; X BY THE GEOTECHNICAL ENGINEER ANDT 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL BOTTOM CHORD THROUGH WEB MEMBERS CLASSIFICATION F REINFORCEMENT. THESE DOWELS SHALL BE LAPPED TO THE VERTICAL WALL REINFORCEMENT C. ALL TOP AND BOTTOM CHORDS TO HAVE CAPACITY OF TRANSFERING SHEAR LOADS AND TESSTITINGGAND BE EMBEDDED A MINIMUM OF 9"INTO THE FOUNDATION WITH A STANDARD 90 DEGREE THROUGH SPLICES. CONTROLLED FILL PERMIT MATERIALS HOOK. 9. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS CONCRETE SUBMITTAL 8. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT ALL WALL BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE INTERSECTIONS. WHERE THE PROJECT IS LOCATED FOR REVIEW AND APPROVAL. AT THE TIME FRESH CONCRETE IS TABLE ASTM C 172 X FABRICATE SPECIMENS AT TIME 9. LAP ALL REINFORCING BARS AS FOLLOWS UNLESS OTHERWISE NOTED WITHIN THE DRAWINGS: 10. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING SAMPLED TO FABRICATE 1705.3 ASTM C 31 FRESH CONCRETE IS PLACED (UNLESS NOTED OTHERWISE): SPECIMENS FOR STRENGTH ACI 318:5.6,5.8 MASONRY REINFORCEMENT LAP SPLICE SCHEDULE(IN) FLOORS: LIVE LOAD-1/480 SPAN,TOTAL LOAD-1/360 OF SPAN CONTENT TESTS,ANNDD DETERMINE CLASS OOFF CONCRETE,OR LESS BAR SIZE fm=1,500 PSI fm=2,000 PSI fm=2,500 PSI fm=3,000 PSI ROOFS: LIVE LOAD-1/240 OF SPAN,TOTAL LOAD-1/240 OF SPAN THE TEMPERATURE OF THE THAN ONCE FOR EACH 150 YDS OF #4 24 24 24 24 11. DESIGN,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: CONCRETE CONCRETE,OR LESS THAN ONCE REV DATE ISSUE TITLE #5 36 30 30 30 A. DEFLECTION DESIGN CRITERIA FOR EACH 5,000 FT2 OF SURFACE B. LIVE,SNOW,DEAD,WIND,SEISMIC AND MECHANICAL DESIGN LOADS AREA FOR SLABS/WALLS.ONCE NOTES: G. ERECTION AND PLACEMENT CRITERIA EACH SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL AND MINIMUM A. FOR CENTER-TO-CENTER SPACING LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND D. DETAILS OF ALL BRIDGING,BRACING,STIFFENERS,BLOCKING AND CONNECTIONS CONCRETE STRENGTH TABLE ASTM C39 X ONE SPECIMEN FOR EACH 50 CUBIC DIVIDE BY THE SPACING BETWEEN BARS. E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS 1705.3 YARDS."PRECONSTRUCTION TESTS B. FOR MASONRY CLEAR COVER LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND DIVIDE F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT AS REQUIRED PER THE BUILDING BY THE CLEAR COVER. 12. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM OFFICIAL." C. NOTES A AND B SHALL NOT BE APPLIED CONCURRENT,USE THE LARGER RESULTING LAP BOARD CEILINGS. CONCRETE SLUMP TABLE ASTM C143 X LENGTH OF THE TWO WHEN BOTH CONDITIONS OCCUR. 13. DO NOT NOTCH OR DRILL TRUSS MEMBERS WITH OUT APPROVAL OF THE TRUSS CONCRETE AIR CONTENT 1705.3 ASTM C231 X MANUFACTURER AND THEIR ENGINEER. CONCRETE TEMPERATURE ASTM C1064 X PROJECT MANAGER: CN 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 CONNECTIONS FOR DIAPHRAGM 12 P L EX BUILDING CHORDS,COLLECTORS,BRACING, ALL CONNECTIONS VISUALLY AND SHEAR WALL ANCHORAGE X INSPECTED AND HOLDOWNS 1705.11,2 - DOWNHILL • SPECIAL INSPECTION IS NOT REQUIRED WHEN FASTENER FASTENING OF DIAPHRAGM AND SPACING IS GREATER THAN 4"ON SHEAR WALL SHEATHING WITH X CENTER FOR WOOD SHEAR WALLS, SHEET TITLE: EDGE NAILING 54" DIAPHRAGMS,NAILING,BUILDING AND OTHER COMPONENTS IN THE GENERAL STR U CTU RAL SEISMIC FORCE-RESISTING SYSTEM. 1 V NOTES (CONT.) & SPECIAL INSPECTIONS SHEET NUMBER: S1 . 2 : SCHEDULE AND NOTES ‘, ..r.; v -rit-N,„ HEADER/BEAM SCHEDULE JOIST FRAMING SCHEDULE BEARING WALL SCHEDULE HEADER/BEAM SIZE POST/COLUMN TYPE(UNO) DEPTH JOIST TYPE AND SPACING MARK WALL BASEMENT WALL FIRST FLOOR SECOND THIRD FLOOR WALL TYPE H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING J1 11 7/8" TJI 110's @ 24"OC HEIGHTS (IF APPLICABLE) WALL FLOOR WALL WALL 81 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING J2 11 7/8" TJI 230's @ 24"OC W1 10'-2"& 2x6 DF#2 @ 12"OC 2x6 DF#2 @ 16" 2x6 DF#2 @ 16" 2x6 DF#2 @ 16" TYPICAL F R O E L I C H LESS OC OC OC CONSTRUCTION 82 5 1/2 x 6 GL (2)2x DF#2 J3 11 7/8" TJI 360's @ 19.2"OC W2 10'-2"& 2x6 DF#2 @ 12"OC 2x6 DF#2 @ 16" 2x4 DF#2 @ 16" 2x4 OF#2 @ 16" TYPICAL ENGINEERS A B3 31/2 x 11 7/8"GLLESS OC OC OC CONSTRUCTION MAIN OFFICE:(2)2x DF#2 J4 11 7/8" TJI 560's @ 16"OC 6969 SW HAMPTON ST W3 10'-2"& 2x4 DF#2 @ 12"OC 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" PARTY WALL PORTLAND,OREGON 97223 84 51/2 x 11 7/8"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) J5 7 1/4" PT 2x8 DF#2 @ 16"OC LESS OC OC OC (503)624-7005 B5 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) J6 5.5" 2x6 DF#2 @ 12"OC W4 10'-2"& 2x6 DF#2 @ 12"OC 2x6 DF#2 @ 16" 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" PARTY-GARAGE WALL BEND OFFICE: B6 PT 4x12 HF#2 PT fix HF#2(4x6 DF#1 AT WALLS) J7 11 7/8" TJ1 360's©12"OC LESS (TYPICAL OC(TYPICAL OC OC 745 NW SUITE#205 WASHINGTON DR CONSTRUCTION) CONSTRUCTION) B7 51/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) BEND,OREGON 97701 B8 PT 51/2 x 15"GL BALANCED REF PLAN roelich-englneers.cam JOB# 16-1100 B9 51/2x21"GL 51/2x6GLPOST B10 6 3/4 x 25 1/2"GI_ 5 1/2x7 1/2 GL POST SHEAR WALL SCHEDULE TYPE SHEATHING-NAILING SOLE PLATE RIM JOIST MUD SILL PLATE AND COMMENTS 811 5 1/2 x 9"GL {1)2x CRIPPLE AND(1)2x KING CONNECTION TO RIM CONNECTION TO ANCHOR BOLTS(REF NOTES: S. L]CTUR4 B12 PT 51/2 x 11 7/8"GL BALANCED REF PLAN JOIST DOUBLE TOP PLATE NOTE 6) 1. REF BEARING WALL SCHEDULE FOR WALL TYPE. ��T. F`D'`O'�F ;r B13 PT 31/2 x 11 7/8"GL REF PLAN STD 1/2"APA RATED SHT'G 0.148x3"COMMON @ 6" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 42" SEE NOTE 11 2. UNIQUE WALL FRAMING CALLED OUT ON PLANS. co'` -°'''' t-�` i (1)SIDE WJ 8d NAILS @ OC LTP4 @ 48"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW 3. STUDS SHALL BE ALIGNED FROM FLOOR TO FLOOR. �Q% 1547 ' Of BEAM SPECIFIC NOTES: 6"OC EDGES&12"QC @ 48"OC MASA) O` 7 FIELD 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. A 1/2"APA RATED SHVG 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 24* SEE NOTE 11 \ ►�C' \ LOI►i 00-='; �� (1)SIDE W/8d NAILS @ OC LTP4 @ 48"OC 8"OC&SIMPSON LTP4 QC(EMBED 7")(OR SIMP &12 BELOW d ��I a ►J 1:I. `"`"'"! 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN THIS TABLE 4"OC EDGES&12"OC 32"OC MASA) �` 7� / "rte J`<y�� c :// OR ON THE PLANS. FIELD O II O a SHEAR WALL EDGE NAILING a SHEAR WALL EDGE NAILING Zr, ��, :�1 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 -J 1 a �,� C ` (1)SIDE WI 8d NAILS @ OC LTP4 @ 36"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW p CONT DBL 2x TOP PL p I CONT DBL 2x TOP PL I EX P ES: / //i"7 I 3"OC EDGES&12"OC @ 24"OC MASA) FOOTING SCHEDULE FIELD NI WALL STUD SIZE&SPACING WALL STUD SIZE&SPACING SIZE REINFORCING NOTES C 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 3x PL W/5/8"DIA AB @ 12" SEE NOTE 11 REF BEARING WALL SCHED REF BEARING WALL SCHED (2)SIDES W/8d NAILS OC LTP4 @ 24"OC 8"CC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT @ 4"OC EDGES&12" @ 12"OC MASA) AlTRANS:#4 @ 18"OC BOT OC FIELD � , ►Al O\ 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 2 DBL STUDS AS REQ'D BY I 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT 'S U TRANS:#4 @ 18"OC BOT (2)SIDES W/8d NAILS OC LTP4 @ 18"OC 6"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW 0 W I SCHEDULE 0 w_ I; Q @4"OC EDGES&12" @9"OC MASA) _ 5 _ > Di 3 3'-O"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT OC FIELD ( J Z p TRANS:#4 @ 12"OC TOP&BOT D. j i'S 0. ' I- SHEAR WALL GENERAL NOTES(APPLICABLE TO ALL SHEAR WALL TYPES): 4 2'-6"x 2'-6"x 10"THICK (3)#4 EA WAY-EQ SPACED BOT 1 IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12"OF EACH END AS PER OSSC SECTION 2308.6. _± II II MI S' 5 3'-0"x 3'-0"x 12"THICK (4)44 EA WAY-EQ SPACED BOT1111 1 SHEAR WALL SHTH REF PLAN& 2 SHEAR WALL FRAMING IS TO BE 16"OC UNLESS NOTED OR DETAILED OTHERWISE. SHEAR WALL SCHEDULE AS SHEAR WALL SHTH REF PLAN & 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT 3 SHEAR WALLS ARE TO BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OR DETAILED OTHERWISE. I, OCCURSI 11 SHEAR WALL SCHEDULE AS OCCURS 7 2'-0"WIDE x AS SHOWN x 12"DEEP LONG:(3)#4 BOT NOT USED ON THE 4 ALL NAILS STATED ARE COMMON NAILS UNLESS NOTED OTHERWISE.8d GALVANIZED BOX NAILS MAYBE SUBSTITUTED FOR THE " TRANS:#4 @ 24"OC BOT CLUB HOUSE 8d COMMON NAILS. I ANCHORAGE TO FOUNDATION ANCHORAGE TO FOUNDATION 8d=0.131x2-I/2" d I OR FLOOR, REF PLAN aw 1 OR FLOOR, REF PLAN 10d=0.148 x 3" p � 2x OR 3x SOLE PL REF PLAN p j 2x OR 3x SOLE PL REF PLAN CO- HOLDOWN SCHEDULE 16d=0.162 x 3-1/2" Cl) "dl� &SHEAR WALL SCHEDULE Co AI &SHEAR WALL SCHEDULE v 1 ►:C. \ ►�1 ►: '. Q W ATTACHMENT TO 5 LTP4 PLATES SHALL BE INSTALLED W/(12)8d COMMON NAILS. I SHEAR WALL EDGE NAILING I SHEAR WALL EDGE NAILING W MARK HOEDOWN ATTACHMENT FOUNDATION LINO ON POSTS COMMENTS 6 ANCHOR BOLTS SHALL BE GALVANIZED&SHALL HAVE A 1/4"x3"x3"GALVANIZED PL WASHER BETWEEN THE SILL PL&NUT. PLANS OR DETAILS ANCHOR BOLTS SHALL BE PLACED SO THAT THE EDGE OF THE PL WASHER IS 1/2"MAX FROM THE SHEATHED FACE OF THE WALL. NOTES: NOTES: 0 WHERE SHEATHING IS APPLIED TO BOTH FACES,ALTERNATE ANCHOR BOLTS,OR SIMPSON MASA-SEE DETAIL 7/S5.1 FOR p - NOT REQUIRED 1. REF ARCH FOR WALL FINISHES, FURRING, ETC. 1. REF ARCH FOR WALL FINISHES, FURRING, ETC. ANCHOR BOLT PL WASHER REQUIREMENTS. 2. REF ARCH FOR ADDITIONAL REQUIREMENTS 2. REF ARCH FOR ADDITIONAL REQUIREMENTS a0 '� USE SIMP.SSTB24L INTO W STEM WALL. USE 5/8"DIA 7 PENETRATIONS GREATER THAN 4"WIDE x 4"TALL IN THE SHEATHING OF SHEAR WALLS SHALL NOT OCCUR UNLESS APPROVED TO MAINTAIN FIRE RATING. TO MAINTAIN FIRE RATING. ASTM A36 HEX HEAD A.B. BY ENGINEER.PENETRATIONS SMALLER THAN 4"WIDE&4"TALL SHALL BE BLOCKED ABOVE&BELOW(STUD-STUD)&EDGE -. PROVIDE#4 DOWEL W/ NAILED. EMBED 8"INTO FTG.W/ C1 W (El 1 SIMPSON HTT5 (18)0.162x31/2"NAILS 1/4"x3"x3"PL WASHER (2)2x STUDS STANDARD HOOK @ g SIMPSON MASA SHALL BE APPLIED DIRECTLY TO SILL PL.DO NOT ATTACH LEGS OVER SHEATHING.DO NOT ATTACH LEGS TO TYPICAL WALL CONSTRUCTION W1 & W2 PARTY' WALL CONSTRUCTION W3 C/ p cc p o MIN EACH HOLDOWN O BETWEEN DBL.NUT @ STUDS. LOCATION BOT.OF THREADED RODZ WHEN NO STEM WALL 9 SEE DETAILS 3/S5.1,5/S5.1,6/S5.1,7/S5.1,&1/S6.1 FOR TYPICAL SHEARWALL INSTALLATION. O -..I = O 0: o OCCURS. SHEAR WALL SPECIFIC NOTES: ZZ "" ? Wa, PROVIDE#5 DOWEL W/ 10 FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR GREATER&NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE U Z aC O 2 SIMPSON HDQ8 (20) 1/4"DIA.x 3"SIMPSON SIMPSON PAB7(9"INTO (3)2x STUDS STANDARD HOOK @ WITH 0.148x3"@ 4"OC STAGGERED). \ O w SDS WOOD SCREWS FOOTING) MIN EACH HOEDOWN 1 \ BEARING WALL CONSTRUCTION W w O F- o LOCATION 11 FRAMING AT ALL ADJOINING PANEL EDGES&SOLE PLATES RECEIVING EDGE NAILING ON BOTH SIDES SHALL BE 3"NOMINAL OR GREATER O AND NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE WITHI48x3"@ 4 OC STAGGERED)OFFSET SHTG JOINTS TO FALL ON SCALE:NTS H IX W Iii (38)0.148x3"NAILS TO DIFFERENT DOUBLE STUDS. S1. / DBL.STUDS&(14)0.148x3 / 1i Q m Ill NAILS TO SIDE OF BEAM 12 SIMPSON LTP4 CLIPS @ SOLE PLATE CONNECTION TO RIM JOIST ARE NOT REQUIRED IF UPPER WALL SHEATHING IS CONTINUOUS& - �+ W P. In 3 (2)SIMPSON MSTC66B3 &(4)0.148x3 NAILS TO - 4x MIN - DIRECTLY EDGE NAILED TO RIM JOIST. BOTTOM OF BEAM.(1)AT EACH SIDE OF BEAM(2) TOTAL (11)0.162x31/2"NAILS AT PERMIT 4 SIMPSON MST37 TOP&BOTTOM(CENTER - (2)2x STUDS - STRAP ON FLOOR CAVITY MIN SUBMITTAL (22)TOTAL NAILS) (17)0.162x3 1/2"NAILS AT TOP&BOTTOM(CENTER PLACE ONE STRAP AT 5 (2)SIMPSON MST48 STRAP ON FLOOR CAVITY 4x STUDS - EACH SIDE OF THE (34)TOTAL NAILS)-ONE MIN WALL.(2)TOTAL AT EACH SIDE OF THE REV DATE ISSUE WALL NOTE: 1, DBL STUDS SHALL BE LAMINATED TOGETHER WITH 16d NAILS @ 6"OC FULL HEIGHT(TYPICAL) WHERE STRAP HOLDOWNS DO NOT ALIGN WITH HOLDOWNS BELOW,EDGE NAIL SHEAR WALL SHEATHING TO DBL STUDS BELOW 2. WITH 0.131x2 1/2"@ 4"OC 3. INSTALL HOLDOWNS AND HOLDOWN ANCHORS PER MANUFACTURER RECOMMENDATIONS 4, SEE DETAILS 3/S5.1,5/S5.1,6/S5.1,AND 5/S6.1 FOR TYPICAL HOLDOWN INSTALLATION. PROJECT MANAGER: CN DESIGNER: YS DRAWN BY: FCE-ENG-4 PROJECT NO: 16-T100 DATE: 02/15/2017 SCALE: AS SHOWN 12 PLEX BUILDING - DOWNHILL SHEET TITLE: SCHEDULES AND NOTES SHEET NUMBER: S1 . 3 , ,ji: ,,-„,..,k_ ,.--7,;11,0,44,*,_ AI' FROELICH ENGINEERS F MAIN OFFICE: 6969 SW HAMPTON ST PORTLAND,OREGON 97223 (503)624-7005 BEND OFFICE: 745 NW MT WASHINGTON DR SUITE#205 —-' El :#'1 BEND,OREGON 97701 1 4 j Cl 3 1 2 froelich-engineers.com tttt JOB# 16-T100 .,- _--- --2 SRUCTURL s9 Paort '�� ,rt'' - ss 15472 -37 FOR t I I t REFERENCE /• vl41, GO -y SHEET S2.5. / - 25 -' ' ! ! r 1 ti,4Z C Y a P I I S2.5 EXP PES: / A 7 i I i 11171111111.11111111Z111111111.1.11°1111. 113 f "i ( \ — _ i , TO PLATE ~ r-- ® z t i -_-- 1 ,r FOR SHEAR WALL& Q W I f- It -, -./ _ I I HOEDOWN OF LEVEL 03, V W j �`�,`, -- k _ REFERENCE SHEET S2.5 i I! .j W I 0 0 L 1' FOR FRAMING, 0 —� _ - _ -3- ,, L.-__.... 1 1 REFERENCE Q W = i 3; co I 1 :, t 1 SHEET S2.4. —� w W <'f ' i ; 1 S2.4 ce p 0 01 t . l i I LEVEL O tiI I <, t W c0 jZ F— ° LU Ill 1 FOR SHEAR WALL& co co ( o _ O¢ HOLDOWN OF LEVEL 02, O w zi REFERENCE SHEET S2.4 W w ° F ' Oir` ---- V_ r ' F- w s ' , vel w f= > ti m f1 . I FOR FRAMING, I _ t ; REFERENCE :: ! 1..___� 1 SHEET 52.3. t � rt'" _ . S2.3 PERMIT , `` E I _u_.__- rn...-- 1 LEVEL 02� SUBMITTAL p. ' L— ii iu -_ .,i . _ , 1 i FOR SHEAR WALL& - I HOLDOWN OF LEVEL 01, REV DATE ISSUE TITLE -�- .. REFERENCE SHEET S2.3 '!� is i -- — s 1 it 1 �, I j FOR FRAMING, I ! 9idREFERENCE I II 1 i 1 SHEET 52.2. 13 ` ' - 1 I I S2.2 ___ '33-,, _ 1 � CT MANAGE CN __s t ' I DESIGNER: YS 1------1 1 ( r FOR SHEAR WALL& DRAWN BY: CAD-5 r- t HOLDOWN OF LEVEL 00, 0 PROJECT NO: 16-TWO j REFERENCE SHEET S2.2 a4 I DATE: 02/15/2017 ` 1 t52.1 SCALE: AS SHOWN i , 1 12 PLEX BUILDING _' .;:- LEVEL 00 DOWNHILL 16- - a — - SHEET TITLE: FRAMING & SHEAR 1 12 PLEX DOWNHILL - FRAMING & SHEAR WALL MAP SCALE:T100 1/4"= 1'0" WALL MAP 52,0 1 16- SHEET NUMBER: S2 . O FOUNDATION PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION - - METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS AND CONDITIONS NOT - SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS 7s 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 1 MAIN OFFICE: KEYED NOTES 6969 SW HAMPTON ST 1% I �7 PORTLAND,OREGON 97223 29 PT 6x6 DF#1 COLUMN.SEE DETAIL 13/S5.2 (503)624-7005 BEND OFFICE: 37 4"CONC SLAB ON GRADE WI 6X6-W1.4XW1.4 MESH OVER VAPOR BARRIER PER 745 NW MT WASHINGTON DR ARCH OVER SUB-GRADE PER GEOTECH SUITE#205 BEND,OREGON 97701 Q* FOOTING SCHEDULE JOB#16-T100 s.�m -k,1\-") i@ QAC SIZE REINFORCING NOTES Ali1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT .SRU C TU - -- 5 TRANS:#4@18"OCBOT ,D PRO - 4 4Mir 5 4 _ r� 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT - 1 fi �----) r - 1 41-* Oe° n 5 I TRANS:#4 @ 18"OC BOT � (<;'1'4 'k' '9 '9 1::2 I I I 8 4 4 �+ I I I I n --- GHQ ►+ Alibi 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT 1547 P I ►1 I ® I �1 I 55.1) S5.1 DOORT i - 1 I ►/ I i ►< i I I r---i TRANS:#4 @ 12"OC TOP&BOT rte_y�;eC �i `� L-- ® ---�- TMP J 11 I L---J L,_ --J I I I ►:1 L 4 2'-6"x 2'-6"x 10"THICK (3)-#4EAWAY-EQSPACEDBOT ,,% -A S 'EG^vi� 1 �� I 8 I I -"...........„4 5 3'-0"x 3'-0"x 12"THICK (4)-#4 EA WAY-EQ SPACED BOT `��L�" 1e�`�� - - ® I '"" - ��Os' 6 4 TYP AT S5.1 6 W1 -- I - I 6 3'-6"x 3'-6"x 12"THICK {4)-#5 EA WAY-EQ SPACED BOT17 , DSP-s\''Q 7 r -I f --- I S5.1 DOOR --TP-1 7 J r /I- W1 W1 ` w1 , 7 2'-0"WIDE x AS SHOWN x 12"DEEP TRANS:#4 @ 24 OC BOT BOT NOCLUB EHOUSE D ON HE ,EXPIRES: � 7 W1 I --�---W 1 P.."....4 7 7 I✓vv�/v. 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B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL 1, 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 -v,-7, ,... TO BID OPENING. C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED OTHERWISE F O E L I C H D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEERSA 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: A p F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(1) 745 NW MT WASHINGTON DR AA AC AE CRIPPLE &(1)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL SUITE#245 2156 1 BEND,OREGON 97701 froelich-engineers.com S6.2 236 23 15 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT JOB# 16-T100 S6 2 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE G G S6.1 S6.2 S6 2 ( CONTRACTOR CODE OF TO PROVIDE STANDARD SHOP DREAWINGS WITH DETAILED DIMENSIONS PER (ID. B AI.II III VI NT AI �......_. B6 ..� t`B T U III A%B6 1 t, --1 - __-_ s6.1 04r s6.1 KEYED NOTES ; " ' I H1 TYP �, f� _-- r te; �... 1 ___ ____ _ _____ __- L�� ti .5 - - Li/re - - - - la$ �_ __.. _ -� - - - Vii" - _-- - I - - 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING. ,Lit ' 't- 11 1 kill1 " n 1 to 1 1 „ 20 2 SIMPSON CS16 x 12'-0",9-0TO 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR JOISTS �� -,'� 20ailI �'' &3'-0"TO DBL TOP PL OR BEAM. 0 56.2 11 1 :,AGI✓;I _ 11 1 all -- ........... .. i ' 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. 4 0 ii 0 0101.; ✓f),,�_ � �� ` 11 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC '` rig oa;\� 11 3'-d" 3'-0" 11 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK / / ,It �f s6.2 11 EXPIRES: l2""4/A? 11 1 t ' If 1 1 � _ 15 SIMPSON MST37 CENTERED BETWEEN BEAMS 1 it 1 16 31/2x11 7/8 GL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2" j� j i FLOOR DEPTH CONDITION.) --- 11 10 8 10 11 -__= I� S6.1 1 17 SIMPSON MSTA49 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM- I. �0 56.1 S6.1 111- - USE 0.148x3"NAILS EVERY OTHER HOLE,SEE DETAIL 14/S6.2 AND 20/S6.2. 11 L I 1 i_ - 1g i III 19 SIMPSON CS16, STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR Ali 11 it ) gg ice' ( i JOISTS&3'-O"TO BEAM AND DBL TOP PLATE AT EACH END. i t 31 ____Alr,1r, i i re) ,". __ 11 1 ] S6.1 �,1 i i ___- �� 1 --- i� 6 I 20 2x SPACED DECKING 1 �, 1. d...� 1_ -__� �--, 41 I S6.1 Ie� === W _ ,,___- 1 1 22 ALIGN DRAG TRUSS W/WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF _ _ - I i _ 260 PLF ALONG DRAG TRUSS LENGTH r =� I �-" I s,a M I i 39 5 1/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION Ij 03 AIM °° I ICO I 56.1 I 0 1 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR r. I '. .-- ' __-- v E_ " __� ,, 1 SI' 1 1 41 PT 6x6 DF#1 COLUMN.SEE DETAIL 15/S6.2 r� H 1 I (+) ("- i 1 1 4 1' i _ , f i 1 1 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. �r.�'' Z __" i 48 SIMSON MST37 CENTERED BETWEEN THE FACE OF DECK BEAM AND RIM JOISTS '"`i�. W I m a) ® 1 1 ® I LU 2 S6.2 , Aill CL Afthw. HEADER/BEAM SCHEDULE rW o O Ico ' r B3 ,, . r__HirrT__ ;, '''':, -- ,.,,, ►.. ____,__,__ it „� B3 HEADER/BEAM SIZE POST/COLUMN TYPE(UNO) (1.I c - - - t - - - _ -,.�.-- .......,�.-..." H1 4x8 DF#2 1 - I I (2)2x CRIPPLE AND(2)2x KING rt W E, - e e I tCi �!'� i B1 4x10 DF#2to (2)Zx CRIPPLE AND(2)2x KING n/ . : r I j B2 51/2 x 6 GL (2)2x DF#2 cc Le .�? (1) 1,---- 0 • , B3 3 1/2 x 11 7/8"GL (2)2x DF#2 CO p Ad , a 1 I 1 B4 5 1/2 x 11 7/8"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) 17" ce w � , 3 1 O --- --_ _ ,..�.�..... H1 ........iiia ..._. _ _ _.-. _.,. _...,... �.�-.Caw __ - ::.raaTriir tea_ "his"i� ---�' ?��Yia�r - _- _ _ .. - _ - ---4/E5MME_ ��- 11=101* _ _� - - - - B57 x 11 7/8"PSL6x8 DF# (4x8 DF 12x4 /� �� ................, ^ . ...r.zr .._.... - , ^. �, B3 ` -rs+"eIu ,ai"Me .: ..a.e..s..w+1 Q U f -�_'= -- ._ 1 # AT WALLS) APIP �L� awsag=a :, i _= B3 g ..._ __, ,, j 1 I --- B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) W W O H W 0 1 1 Nir1 1 I Niligr7 1 1 1 B7 5 1/2 x 15"GL 6x DF#1 4x6 DF#1 AT 2x4 WALLS > ce W u) > 3 C 1 i 1 1 1 lf 1 B8 PT 51/2 x 15"GL BALANCED REF PLAN �"�/ CO C7 M W i S6.1i 56.1 I © _-- t 9 I ,�, 56.2 89 5 1/2 x 21"GL 51/2x6 GL POST _ i F I SIM 10 f I 1 S6.1 j 1 I 1 810 6 3/4 x 25 1/2"GL 51/2x71/2 GL POST 4 ! 56.1 j - B3 ' ___-� I =�ae 1 i 1 _- ----- 1 1 . k i 811 5 1/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING i r-------� � . r�_ my ___- __ ,,,� d �� 1 o PERMIT Lir =m=��-_ - _: �� 1 ffi� � E 1 , -_______ '/� K � ' �ffi Y I B12 PT 5 1/2 x 11 7/8"GL BALANCED REF PLAN 1 : i I y - 1r I; i _ B13 PT 31/2 x 11 7/8"GL REF PLAN SUBMITTAL _ 11 1 f 6 i m i ( BEAM SPECIFIC NOTES: 1 } 1 a r 6 "r _ S6.1 [ sa d i - --�- ' 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. Ir"I �__ ,��_ 6 56.1 0 Q sa attaili i r- �__ ?' j SI i- '� E:�,€ 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS ITS6.1 -----_�_ s -_ $ 1 1 1 NOTED OTHERWISE 1N THIS TABLE OR ON THE PLANS. 11 Si d -i 1 1 REV DATE ISSUE TITLE 1 z ® 11 ! 1 1 ; 1 " M f i � 1 14 _ _ - m JOIST FRAMING SCHEDULE 1 11 1 I 10 10 1 _r 14 i ! f I 1 DEPTH JOIST TYPE AND SPACING j j s6.1 56.1 j i. 1 10 1 J1 11 7/8" TJI 110's @ 24"OC 6 II 1 11 Allk 1 1 Alli i 56.1 i) I 11 S6.2 .� ! S6.2 S6.1 i �` J2 11 7/8" TJI 230's @ 24"OC irri j I `► i j J3 117/8" TJI 360's @ 19.2"OC PROJECT MANAGER: CN t 1 I4 rr ,, F I J4 11 7/8" TJI 560's @ 16"OC DESIGNER: YS I I 11 3 1 RI 18 " " 11 1 0 J5 7 1/4 PT 2x8 DF#2 @ 16 OC I I 0 0 0 m I � :. b • 1 DRAWN BY: CAD-5 �� "`"` -P 0 c."""""" ��i PROJECT NO: 16-T100 1 J6 5.5" 2x6 DF#2 @ 12"OC 1 1 ! i ` 0 J7 11 7/8" TJI 360's @ 16"OC DATE: 02/1512017 SCALE: AS SHOWN L. ELs6.2 ei_ I: 1111Wk EN1111111 I pipe I m B ®TYP I i.-.. mowB3 �._ 63 , _ 7„,„,,,,,,,, 1111111111e1:9 1 B6 B6 (D 111=CD CD 1 S6.1 56.1 TYP m 11 012 561 12 PLEX BUILDING 18 DOWNHILL S62 0 iletkS6.2 S6.2 ilekS6.2 S6.2 15 I I 5 SHEET TITLE: S6.2 S3.1 THIRD FLOOR AA FRAMING PLAN AB AD AE 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 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 -7---%A.." ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR �`` TO BID OPENING. -` C TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT F E L I C H FOR SPECIFIC CHANGES. D PRE-MANUFACTURED DRAG/GIRDER TRUSSES TO BE DESIGNED FOR THE ENGINEERS a 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 THEM TO THE BOTTOM CHORD THROUGH WEB MEMBERS. THE TOP AND PORTLAND,OREGON 97223 BOTTOM CHORD SPLICES SHALL HAVE THE CAPACITY TO TRANSFER THE (503)624-7005 AXIAL SHEAR LOAD. BEND OFFICE: 745 NW MT WASHINGTON DR E PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DBL TOP PL BREAKS W/ SUITE#205 (13) 16d SINKERS TO EACH STUD OF DBL TOP PL BREAK(26)TOTAL NAILS. BEND,OREGON 97701 1'1!'1 AC AE TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL 3/S6.1. Froelich-engineers.com 7 F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF JOB# 16-T100 S7 THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS � S7.1 NOTED OTHERWISE. LiJ 0 el) 2 / 6-0" y I G SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO �-�; i!i.Tip 6 S7.1 FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE zc.'-- ; _; ..4 mommo MPF in g_tmmmmmmmmnmm Nu TYP tat E-"�"� H PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2} �` . G U �; r � •^ � �-ME Nr �L. k. Illr111111111111=1 _ ...__._....._..__._._ SIM CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL 1� 7") NAP 0 CO 2/56.1 0 _ _ F H1 TYP ;111 1 Em —i ' . _ •+.•. .,►�♦�♦�� '♦�lr♦*!1!♦♦,►♦•♦��;1;♦;♦►♦♦♦♦♦ ♦��♦!!♦♦♦♦�1�♦�♦�♦♦1 ►♦1�+�♦�♦�♦�1�► If ( _ -^na, Nourmin 00 0 :40 :i'♦'"i►e►��.r r�♦+i�''s. a'a 'O':''i'O♦'00.0'0♦+♦'DOOi'O!h'♦'OO♦'OOi� illeir r KEYED NOTES ;�\`- ,f \ • III iii' i'i•� '+ HE) • 'i�o+i'}►i�!�4!!s!!s2�2�2�!c!!c e!�!e2e�e!!!�2 !e!�!«!e !�l41 f 4 a�6"OC LINO ON PSHEATHING STO DRAG AND GIRDER TRUSS BELOW W/MIN OF 8d NAILS ,Az L t= 11111..................m.......... i'''''4►♦+♦�''4 1i♦i� `Qj +j+ ;i •�i-oG �r��;9 R;wvw;r�s►��lf�:::: f- — ��;�♦�;�♦�j�;�♦�"��♦• 13 _ '��•! siki.. >.:""r♦r♦`"♦"D;71;7:; OAC.+�"i'6:77:i►;am'-�� ilil17/7 0�t►' ti' '«i:!<Iii i i+ �► 44,*0 -_ 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW.TRUSS TOP CHORD STEPS AT ROOF ; 1 �; ♦ «�•♦, STEP. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 5,000 LBS TENSION AND • i►i'� ` ,' �'i' 16 PCOMPRESSION. SEE DETAIL 8/57.1 FOR ALIGNMENT AND CONNECTION TO WALL 00 ? i,Di+i'i'i'i'; i �'i+i'i'i'i+i►i'i+i+,'�, BELOW ® �♦�!�!�♦�♦��' %s�ti'i'i'i'i'i+i+I:.O+is. i'i'i'i'i'i'i�'i'i'i ""�'� i'OOOi! 41'.!ill:. 000000 ♦+i`ri+00000s�►'OOOi'�'O. 6 GIRDER/DRAGTRUSS. DESIGNTRUSS FOR AXIAL SHEAR LOADOF3 000LBSi' �Ir ' '4�♦♦♦♦��♦ i' %IV:lik : ♦! ,��,,.. i;% '♦4t� ��Oi�OTENSIONANDCOMPRESSION.� •� �3V �a %�3 SI 8SIMPSONMST48CENTEREDBETWEEN BOTTOMOFDRAGTRUSSANDTOPOFG� vis�� i11 DBLTOPPL. SEEDETAIL91S7.1FORINSTALLATION_ I fco s, I •'00000;♦;!;♦;♦;!;♦;!;♦;♦;♦;♦;♦►;♦;♦;♦;♦;♦;♦;s♦�►;♦;♦;♦;!;!;♦;♦;♦;♦; . '" ti f ,♦�'i+i+i'i,+i'i'i'i'i+i'ii+i+i'i'i+iii+i+ii+i'i+i►i +:�i�i'i!i!i!iii•• g24" 2 ♦ i . �♦♦♦ ♦♦!♦,•♦�♦♦♦♦♦♦�♦♦♦♦♦♦♦s re 4 a4-4♦4 0 I 9 PRE-MANUFACTURED ROOF TRUSSES @ OC i '' 1.=a= _ - r `'f� ,. ��'i'i'i+ii+i'i'i'i'i+i'i+iii'i'i'i'i+i+i'4'i�s+i'i+i'i'i'i•� 1 10 PRE-MANUFACTURED SCISSOR TRUSSES @ 24"OC(SEE ARCH FOR REFLECTED Oiiii t >I �` : `i.♦;♦;♦;♦;♦;♦;♦;♦;♦;♦;♦;l;l;►♦;♦;♦;♦;♦;♦;♦s+4 • 1♦♦;!;!;♦;♦;� ,♦♦♦! r"--- -"� I ♦♦♦♦!♦♦♦♦♦♦!♦•♦♦♦♦♦♦♦♦r♦♦♦♦♦• 1 I CEILING PLAN VAULT LOCATIONS) /+;+!';+;� # # I # i � 0000!OOOOOOOi00♦000♦s'►�+00000 MY ' I �•:♦:♦:♦:+:♦� f i t 1 •, i4..4.i►i+i'i+i'i+i'«�� w'i' / 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK ♦;;;;;♦;;;♦♦;;♦Q $ • `•►;;;;;/;;;•; 4.4 r fir'♦♦;;•►;;;;;;;;;;;♦;;;�►.;;;• ,•i'i+i'i'i'i'i'i'i "" 4••'«►♦i'i�►'i'i'i'i'i'i+i'i►i'�' 13 5/8"APA RATED ROOF SHEATHING +'+''+'+' '" 'Oi+i+i'i�w♦«.♦i+i�►+i+i+i'i+i+i+i'i►i• O .�:;:♦:;:♦:;:♦:;:♦:;:;. © ,:;:♦±♦�♦4♦��.•��♦:;:♦:♦:;��:;� I 14 SIMPSON CS14,3-0 OVER TRUSS TOP CHORD WALL AND 3-0 2x6 FLAT F- Ma ,•;♦;♦;!;♦;!;!;;;;♦; ♦;♦;!;♦v�w♦;♦;��/;�;!•�.�00; BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. I- • ♦'•'i+iOi!♦'i'i+i'i+i� -__ -----____-__7 J �1-••• •�!�♦��:�♦�♦- a 17 SIMPSON MSTA49 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM- Z __ - : 44-4-.-.-.-:-:-.�4, .=--- i i--` ' I' -+ 1 �+ �____-__::� �" �,%%%%i�%%%%i•� n i i 4 6 . , ;�♦♦;; USE 0.148x3"NAILS EVERY OTHER HOLE SEE DETAIL 14/S6.2 AND 20/S6.2. LU 1 ►�!�!�!�♦.!.♦.♦.♦.♦.♦, .a- 0 ,4 18 GIRDER TRUSS TO BE DESIGNED TO SUPPORT THE ROOF STEP. 1 ►'OOOi'000�+0 " ♦�♦♦ a r w ._ ; D. ►+00000000 i ) ►' 0 ♦♦♦♦♦♦♦•ry i ��► 22 ALIGN DRAG TRUSS W/WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF g ��` ►+♦��♦♦�♦'•�� } u , 260 PLF ALONG DRAG TRUSS LENGTH;p ♦;.� ►•♦'♦ss♦+.'i'O i IIVP U g J El ;;;;;;;w� O� #, #0 6+ ¢ -=,.- ....A‘ �_ o . F4:!' ___� ® 26 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. .W�, gg" �i�i♦Q��i1 .�.�. O ♦♦1t♦ Ce LTi UJ 0C) _ �1 +ii_♦��;46._♦, - - ►_'-s- - - -_�___�_.. ..___ ___ ___.__ __.1 } ' - - DRAG TRUSSES o 27 SIMPSON MST37 CENTERED BETWEEN o• II ♦♦♦�••� ► ♦� ;, it ► 38 PRE-MANUFACTURED GIRDER TRUSS W rn I ��♦ i @ i= rCV .►... " 45 DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION --J i ° IIII AND COMPRESSION. CONT THE TRUSS OVER THE WALL AS SHOWN ON THE PLAN z J z w �T, ___ ___ U i + , ► ©7 r3I r �` {� = QO i w A ► 1 �•+•;•��•�;.+� HEADER/BEAM SCHEDULE o O - , ,......... II �_� _ iii.. ....._._... �. �.- ..,. .._ .. � � !� r..y�.w�,...s..r7 r iL ' fi r , _ . - - - - ,, -----• • 41�.-. i�iiii►Hr�.�t� erD �`+� HEADER/BEAM SIZE POST/COLUMN TYPE(LINO) i- W ai > rs 03 11 1 0 i F v i ►► Alkf ♦ fr !♦♦♦♦ 4►� H1 4x8 DF#2 2 2x CRIPPLE AND 2 2x KING �/ Q — �'' Ili 1 ► i L f ♦♦�•. ♦ r ♦♦ Milliiii"11 i ; !♦'♦♦♦♦♦ B1 4x10 OF#2 2 s i 1 ♦O'Oifi i•. .'♦'� f .'OOiri + i ' { }2x CRIPPLE AND{2}2x KING _ � !!+i'i'i!►�r.♦i+i f TYP y♦♦+� �: !;♦;l;fir;♦♦; lu a ; AM 40 N •♦' •• 4. Oi+i+ Di+Oi+i�►+ i' 82 5 1l2 x 6 GL {2}2x DF#2 VP .•_._ ♦�i .-._ �.♦. __ 1ERMIT Iffilira iMir ••�!♦-i-ir�•D• Oi'O. f: r '♦'♦'is �• _ _ i ++♦'♦+OOi►♦'t' T Ti► B3 31/2 x 11 718"GL 2 2x DF#2 _ Its •♦♦♦♦♦♦►►♦♦♦♦♦. I f ,,�♦;♦;♦;♦;♦� — 'I 1 •�1;!!;♦;♦;y - { } +'-• '4 ♦�� ♦:*!!♦♦' 84 51/2 x 11 7/8"GL 6x DF#1 4x6 DF#1 AT 2x4 WALLS ii♦ iii ►+ys *'i` ,�-.....__�....� 1 �•;;r►;�;y♦+� _ : I �♦i'i++♦+i'' t ) Afts♦oo'.o'♦+.•o I��r.*ro'.�. f y.,.,.,♦,ti.,♦, ,.,.,.;.,.,. SUBMITTAL f ,...,... �.. vLi liSF ♦♦t"'+++♦�♦'�► +�♦♦;♦;!♦'♦+♦'♦fit ..—..._____11 ,� i ------ 1+♦'♦'♦+1'1+♦ '� t i j;jji' n •t +*•• ♦ • ♦♦!♦♦♦♦. '1 i i {-aA -�_ ♦♦♦♦♦♦♦w� ►!♦♦♦t B5 7 x 11 7/8 PSL 6x8 DF#1 {4x8 DF#1 AT 2x4 WALLS) i I ' 4.,, ,„.„_,...,,, r ��♦�;;�♦ •�♦;♦♦•if `♦;♦♦;;♦♦♦, �1 t I i ,♦♦♦♦• ♦♦ ♦♦♦• B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT ,♦♦♦�'♦+0♦+i►t +0!'00!'!+OO I II -- # f �i♦iii } ;4i �i� ��♦♦i WALLS) AI , 1 ,•Oi+i� i'i'i+!►i +i'i'i'i'i'i'i'i'i'!'i f! t ;At o�♦s B7 5112 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) iQQ';'is��+i'i+QP�Q;';';Q';';0+;+;'♦+O, -- f --- � �.'�.'i'i'i'Oi � ��: VW u i 0 ,O'♦+!'0!+!`...v'O♦+Oi!►��i'0♦'♦'♦O'O1+00♦'♦'i I -- f f h`"' ;i+a'♦'i'i'i'i'i'i'i'i'♦'i� ! B8 PT 5112 x 15"GL BALANCED REF PLAN f ♦'i'♦'i'i'i'i+i+i�►+i'i'i'i'i'ii�'i'i'i'i'i'♦'i+i'i'i+♦!Oi•. I A ! +'O♦�°i�"OO+'+'!'♦+00♦+� REV DATE ISSUE TITLE 1:::::31 :::------ r t_- _ _.-.__-_-___ - ,_' i!i!____!i!i.ili!i!i?i!i!P «��'i'i+i'i'i'i+i+0�'ii+�!:�s . 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S♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. % .►!♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦► ♦;♦�► ;;;;;;♦;;i;t >•►�r;+;;;+;+;�;+;+;♦;�;+;♦;�;+;♦;�;�;♦; 1 1 I f ��+i+0i+i0'i+i+i'i+'i+i'♦'♦'i+i+♦.� ; 812 PT 51/2 x 11 7/8"GL BALANCED REF PLAN so'♦+♦+♦'♦'O♦'00♦� ►�►i+'''+'00000000+OOO••# _____ w=�I rf •♦;��♦;♦!♦♦♦♦♦♦�♦♦♦♦♦;♦♦+� s yiiiiiii♦ • ►� + i+i'i'i'i'♦+i'i'i'Oi'i'i'♦'i'i'i+i'i f L_J A';BOO;s;';';';';♦;';+;';+;';'�♦;♦;+;+.� : -- ° 4 • 4�'''''''+� ►s►!'i'i+i+i'♦+i+i'i'i'i'i'i+i+i'i'i'i+i'i'i'i 1- Oi+i!►'i'i'i'i'i'i'i'i'i'i+i'i+i'i+i'0♦+�:: } 813 PT 3112 x t 1 7/8"GL REF PLAN c— —_ws s 10+i+i'i'000� y��+�i+ i+ '► %4, •i�+ �%i; atea� tea �.� BEAM SPECIFIC NOTES: I ♦i'•"+';'�';+♦'s� dei';'♦+♦'♦+♦'!'i'♦+♦+i'!'♦+♦+♦'!'♦'0♦'i'0♦+c .� I ♦!♦♦�1�►♦♦♦�♦�♦�!�!�♦�!�♦�♦�♦�♦�!�♦�♦�1 0 I ►i'i'i'O♦'� i r•« `. • 13 ALJ ;+♦♦+♦♦♦+♦4 ♦++♦+♦+♦�♦♦��♦��♦♦♦+♦��♦++�+�♦♦ ��+♦�� F. 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SIMPSON SIMPSON LU , S3.2 r jr F HANGER TYP PROJECT MANAGER: CN ,,, F.1)6....._________ _____-----1•'.0c -- , HUC410 ' DESIGNER: YS , - B34DRAWN BY: FCE-ENG-4 ii • , 4x10 DF#2 '- •, , . PROJECT NO: 16-T100 ) .111111111111 DATE: 02/15/2017 n 1 1 .....i.....„ 8 i SCALE: AS SHOWN B3 IMF 1 I ' ! L 1 1 ) . ,- . . . . FIRST FLOOR TOP SHEATING I —- - B3 - - 412 I .II [ 7 , "-----, N ! , r--- - I, , .., BASEMENT TOP OF PLATE __ ___ r — 1 1 12 PLEX BUILDING .,-- • - E S3.2 MY 1iI 9 DOWNHILL 4x10 DF#2 ' 1.--"/ , i SIM k SHEET TITLE: I---,.., i STAIR PLANS I 10 , • ''''-' J• IMF . 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STAIR DIMENSIONS STRINGERS (2)ROWS OF 0.148x3"SNS (A��A' " 1. STAIR DIMENSIONS + OF 0.148x3"NAILS @ 12"OC TO2.NOSING REQUIREMENTS NOTE: I 1 NAILS @ 12 OC TO 2. NOSING REQUIREMENTS rivir��1 ►�`1mi STRINGERS IIIIIrOS8 STAIR 3.STAIR FINISHES REFER TO ARCH.FOR: 3.STAIR FINISHES STRINGER '"ORBADS I 4•RISER&TREAD DIMENSIONS 2X12 STAIR STRINGER 1.STAIR DIMENSIONS 4. RISER&TREAAD DIMENSIONS NOTE: FROELI �,✓ 1 1REF ARCH 2. NOSING REQUIREMENTS 2x12 STAIR STRINGER 3.STAIR FINISHES NOTE: REFER STAIR DIMENSIONS 2x12 STAIR _...._.... ___......... ��I SECTION A-A 4. RISER&TREAD DIMENSIONS HANGERS SHALL BE: STRINGERS 2. NOSING REQUIREMENTS ENGINEERS SECTION A-A OSB STAIRMAIN OFFICE: OSB STAIR TREADS TREADS •HUC28-3 W/SLOPED SEAT AT SECTION A-A 3. STAIR FINISHES 6969 SW HAMPTON ST ° 1? NOTE: CENTER STRINGER 4. RISER&TREAD DIMENSIONS PORTLAND,OREGON 97223 HANGERS SHALL BE: -HUC28-2 W/SLOPED SEAT AT (503)6247005 . �� ► �� •HUC28-3 W/SLOPED SEAT AT ‘11OUTER STRINGERS BEND OFFICE: 2x12 STAIR (4)0.14$x3"TOE NAILS FROM(4)2x i CENTER STRINGER745 NW MT WASHINGTON DR STRINGERS ° TO SHAPED 4x CONT.OVER DBL ' •i • HUC28-2 W/SLOPED SEAT AT SUITE#205 TOP PL OUTER STRINGERS NI' \ \ ° --\_�� -- BEND,OREGON 97701AOI\\11 `w--Nal" froelich-engineers.com 1 �it-‘... OSB STAIR TREADS, !t 2X12 STAIR A 1 2x12 STAIR REF ARCH JOB# 16-7100 ° STRINGERS ° ! FLOOR SHEATHING STRINGERS ��_ t REF PLAN ° 1 �- ---- makiowehommanalFLOOR SHEATHING REF PLAN -�'��CILf`� �`rekxu s S��rt r�; r �i FLOOR TOPPING, REF PLAN / 2x6 BLOCKING ter._ '41111 SHAPED 4x CONT. 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BUILDING PAPER _ T,,-Z C.5-`‘ , (2)SIMPSON HGA1OKT TIE FROM STAIR FLOOR BEAM REF PLAN (2)SIMPSON HGA1OKT TIE FROM FLOOR BEAM REF PLAN 1 5/8"DIA WEDGE ANCHOR 2 EXP R ES: 717/3Y/7 STRINGER TO STAIR BEAM WITH(4) STAIR STRINGER TO STAIR BEAM WITH 6"EMBED @ 12"OC SIMPSON SDS SCREWS.(1)TIE AT SIMPSON FACE MOUNTED (4)SIMPSON SDS SCREWS. (1)TIE AT SIMPSON FACE MOUNTED o 3"CLR REF PLAN FOR U FOOTING SIZE& EACH SIDE OF STAIR STRINGER HANGER AT EA STRINGER EACH SIDE OF STAIR STRINGER HANGER AT EA STRINGER '''N CI I0 BEAM AT MID SPAN 7 STRINGER CONNECTION TO BEAM - STAIR BOTTOM 4 1 STRINGER CONNECTION TO BEAM - STAIR BOTTOM 1 STRINGER CONNECTION TO SLAB i SCALE: 1"= 1-0" SCALE: 1"=1'-0" SCALE: 1"= 1'-0" SCALE: 1"=1'-0" 53.2 16-7100 5 2 16-7100 S3.2 16-T100 S •� 16-T100 OSB STAIR TREAD 0.131x2 1/2"NAILS @ 6"OC 2x STUD WALL * 2x6R IDNF#1 AT SIDE OF STAIR 2x10 LEDGER W/ 1111 0148x3 E AILS 2@)RO OC TO (2) 1/4 x 3 1/2" STRINGER r SDS SCREWS �� SIMPSON LU s` T ., HANGER 2x STUD WALLS E"- �, 2x8 @ 16 OC REF PLAN STRINGER STAIR v �r io 4- �`�' LANDING SHEATHING .�// ° T i■� -�, RAFTERS SECTION A-A `-� ROOF SHEATHING, 0.148 x 3"NAILS PT 2x4 PL � REF PLAN @ 6"OC (Z I 2x6 DF#1 AT REF SEC A-A 2x6 PL ��` 0.131x21/2" I WI(2)ROWS OF 0.148x3" O J NAILS @ 12"00 TO " " ��, NAILS @ 6"OC 5/8"DIA WEDGE ANCHOR SLAB ON GRADE REF PLAN cn 0.148x3 6 s. BEAM, REF PLAN 6"EMBED 12"OC �//��i/i/% O @ @0STRINGER C>: > �1 2x SHAPED OSB STAIR TREADS w T MB ` 2x12 STAIR STRINGERS Ct O0 a � BLK'G ��; -REF ARCH 11 �,LEVEL"X"ELEVATION -'-,I °► ;. IT oMillill cr mover Y ■ • ist�i�iiit J w0Y �� IF( 2x STUD WALL REF PLAN T Z J LIJ LU 2x6 MIN CEILING JOIST _2 ° _ ¢ O STAIR LANDING JOIST& O w IX 5 HANGER, REF PLAN 0= ' ///////A/ I T w p I- 2 O OBEAM, REF PLANREF PLAN FOR FOOTING V) T- BEAM, 0 3"CLR � o SIZE&REINFORCEMENT (75 T j REF PLAN ;.•) ° ..� r- Q 0 Q SIMPSON A35 <-, (• NOTE: w n m PFREFER TO ARCH FOR: @ 48"00I_.:: 1. STAIR DIMENSIONS i f 2. NOSING REQUIREMENTS 3. STAIR FINISHES 4. RISER&TREAD DIMENSIONS PERMIT 5. DO NOT NAIL TO UNIT WALL SUBMITTAL --Itis LOWER ROOF TO WALL AT STAIR $ LANDING JOIST TO BEAM STAIR WALL CONNECTION TO SLAB 1 FOOTING 2 STAIR STRINGER AT WALL SCALE:3/4"= 1-0" SCALE: 1"= 1-0" SCALE: 1"= 1'-O" SCALE: 1"= 1'-0" 16-T100 S3...2„) 16-T100 S3.2 16-7100 S3.2 16-TI00 S3.2 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 HGA1OKT TIE FROM (2)SIMPSON HGA10KT TIE FROM 1.STAIR DIMENSIONS STAIR STRINGER TO STAIR BEAM SHEATHING REF PLAN STAIR STRINGER TO STAIR BEAM �i�„�rii�„SMi�a�ar�ii.. 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 SDS SCREWS. (1)TIE AT EACH SIDE OF STAIR �'�� 2x6 DF#1 ONE AT EA SIDE 4. 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RISER&TREAD DIMENSIONS NOTE: � 2x6 DF#1 AT ONE AT EA SHEET TITLE: HANGERS SHALL BE: �Y� 1■►�ca .i��ir...m s.,�iaiii i� SIDE OF STAIR STRINGER SIMPSON FACE MOUNTED NOTE: 2x6 DF#1 AT ONE AT EA • HUC28-3 W/SLOPED SEAT AT PI Wl(2)ROWS OF 4.148x3" HANGER W/SLOPED SEATHANGERS SHALL BE: CENTER STRINGER OSB STAIRSTAIR DETAILS ""* SIDE OF STAIR STRINGERNAILS @ 12"OC TO AT EA STRINGER •HUC28-3 W/SLOPED SEAT AT � W/(2)ROWS OF 0.148x3" •HUC28-2 W/SLOPED SEAT AT ail STRINGER TREADS- CENTER STRINGER rilllilNAILS @ 12"OC TO OUTER STRINGERS 2x12 STAIR A REF ARCH •HUC28-2 W/SLOPED SEAT AT OUTER STRINGERS nail STRINGER 2X12 STAIR STRINGERS STRINGERS 2X12 STAIR STRINGERS 2x6 DF#1 AT REF SECTION A-A WI(2)ROWS OF 0.148x3" SECTION A-A SECTION A-A NAILS @ 12"OC TO 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'-O" SCALE: 1"= 1'-0" SCALE: 1"=1-0" S3.2 16-7100 S3 2 16-T100 \ 53.2 16-7100 ■ 2 BOLT DIAMETER+1/16"DIA HOLE CENTERED IN PL NOTE: _ 1. 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CONTRACTOR OPTION: SHEAR WALL REF CONTRACTOR OPTION: NOTE: REPLACE CAST-1N AB W/EITHER: PLAN&SHEAR WALL REPLACE CAST-IN AB W/EITHER: REF ARCH DETAILS FOR ADDITIONAL 5/8"DIA A307 THREADED ROD EPDXY EMBED SCHEDULE 5/8"DIA A307 THREADED ROD EPDXY EMBED - 6 CONSTRUCTION REQUIREMENTS TO "MIN W/SIMPSON SET-XP EPDXY. _MAINTAIN REQ'D FIRE RATING. 6"MIN W/SIMPSON SET-XP EPDXY. 5/8" DIA SIMPSON STRONG-BOLT 2 WEDGE SILL PL REF 8/S5.1 ANCHOR, EMBEDDED 5"MIN. WALL SHEATHING REF PLAN PARTY WALL REF ARCH CL OF PARTY WALL&FOOTING o 2x6 STUDS @ 16"OC &WALL SCHEDULE SLOPED SOIL PERo � ' GEOTECH REQUIREMENTS AIR GAP REF ARCH PARTY WALL 1 1/2" __./ REF ARCH ENGINEERS 1 "' ! CLR / / / i WALL SHEATHING TO 2x4 STUDS @ 16"OC / (1)#4 CONT AT TOP MAIN OFFICE: ��1��'' //\\\ \� BRACE THE STUDS PT 2x6 SILL PL W/5/8" DIA 6969 SW HAMPTON ST \ �110-�: /\\/\\/\T BOLTS @ 48"OC PT SILL PL W/5/8"DIA ANCHOR WALL SHEATHING REF PORTLAND,OREGON 97223 13 \ \T/\/ ` PT SILL PL,ANCHOR BOLT SIZE& I , (503) \/i\/�/i BOLT OR 5/8"DIA WEDGE BOLT PLAN&WALL SCHEDULE 624-7005 /�/ /\-, \/�`/�\ 48" a SPACING REF PLAN&SHEAR WALL @ OC-TYP NON-SHEAR /\/\/\ aAIR GAP BEND OFFICE: pill //�� SCHEDULE (SILL PL IN CONTACT W/ WALLS REF ARCH 745 NW MT WASHINGTON DR /\//\/�//� FREE DRAINING • o CONCRETE TO BE PT) 4y 2x4 STUDS @ 16"OC a SUITE#205 GRANULAR MAT'L CONC SLAB-ON-GRADE-REF PLANS r BEND,OREGON 97701 \j\\�i 00 /\\\' 6" \ o FOR ADDITIONAL INFORMATION PT SILL PL,ANCHOR BOLT SIZE& 0 froslich-engineers.com GYP REF ARCH �, SPACING REF PLAN&SHEAR WALL / MIN. 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N SIZE&REINF CONT REINF(REF PLAN) \\ _. �_._ LONG REINF 17 I INTERIOR BEARING WALL AT CRAWL SPACE 14:-. GARAGE PARTY WALLS AT FOUNDATION 11 PARTY WALL AT FOUNDATION SCALE: 1"= 1'-0" (1)-#4 CONT 55,2 16-T100 S5•2 16-1100: 1"= 1'-0" 55.2 SCALE:6-T101"= 1'-0" 3"CLR / / 3"CLR 3"CLR / / J, Lt / Tw / �t CONTRACTOR OPTION: REPLACE CAST-IN AB W/EITHER: TE: _ / Lf / 5/8"DIA A307 THREADED ROD EPDXY EMBED 3N�PL WASHER NOT REQUIRED CONTRACTOR OPTION: 6"MIN W/SIMPSON SET-XP EPDXY. AT NON SHEAR WALLS-TYP REPLACE CAST-IN AB W/EITHER: 5/8"DIA SIMPSON STRONG-BOLT 2 WEDGE 1/2"DIA A307 THREADED ROD EPDXY EMBED ANCHOR, EMBEDDED 5"MIN. 6"MIN W/SIMPSON SET-XP EPDXY. RETAINING WALL SCHEDULE 1/2"DIA SIMPSON STRONG-BOLT 2 WEDGE SHEAR WALL-REF SHEAR ANCHOR,EMBEDDED 5"MIN. 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I� I- 10-- •� 6'-0" 12" 8" 9" 3'-9" #4 @ 12"OC #4 @ 12" (4)#4 CONT a z I-JOITS, REF PLANW I CONT DBL TOP PL 8'-0" 12" 8"11 1'-0" 5'-a" #5 @ 12"OC #5 @ 12" (6)#4 CONT W 2 j2x6 STUDS© 16"OC 10'-0" 15" 8" 2'-0" 7'-6" #5 @ 6"OC #5 @ 6" (8)#4 CONT W O 0 o J WALL SHEATHING TO Q W BRACE THE STUDS o 22 TYPICAL RETAINING WALL Ei5 W 0 co SCALE: 1"= 1'-0" 0 Q o S5.3 16-T100 0 PT 2x6 SILL PL W/5/8"DIA W w rn BOLTS @ 48"OC > j z0 o 1— .__I z O 1::: z wW J. u .8 = Q O FOOTING, REF PLANW w p I -f 3"CLR > c75c w - (� < W COQ is- CO \//\\�/ / 3"CLR /�\fir\j/,�� REF PLAN FOR / FOOTING SIZE&REINF / PERMIT SUBMITTAL 25 FLOOR JOISTS TO WALL S5.3 16-T100SCALE: 1"= 1I "-0 REV DATE ISSUE TITLE ALIGN 2x STUD W/CRIPPLE STUD BFLOW DOUBLE 2x TOP PL. --\ DRAIN MATERIAL REF- I I J PLYWOOD SHTG TO BE(1) 2x STUDS SOLID PIECE ON THE SIDE PROJECT MANAGER: CN ARCH AND CIVIL ©16"O.C. SHAPED AS SHOWN&EDGE 4' - — I � NAILED TO DBL TOP PL& DESIGNER: YS #5 @ 24"OC(CENTER Zo rSIMPSON A35 @ TOP&BOT BEAM N OF BEAM TO STUDS AS SHOWN "-- _ DRAWN BY: FCE-ENG-4 IN WALL&ALT HOOKS EQ EQ IN FOOTING) \ -4' it _ SIMPSON CS14 STRAPS FROM PROJECT NO: 16-T100 + BE M PER PLAN 1 o p o o 6 q o oCRIPPLE STUD TO HEADER& o (2)#4 HORIZ AT TOP, S I 'l STUD ABOVE.FRONT&BACK DATE: 02/15/2017 to BOT AND AT 48"OC MAX FREE DRAINING CRIPPLE STUD/POST SCALE: AS SHOWN GRANULAR MAIL PER BEAM SCHED 1r SIMPSON MST37 CENTERED ON SHTG&NAILING KING STUD PER PLAN •` BEAM&4x BLOCKING 8"CMU WALL ABOVE OPENING R PLYWOOD SHEATHING ♦- FULLY GROUTED SAME AS SHEAR M4"DIA REFF FND DFWtiL S @ THE SIDE o TO BE ONE SOLID \j\\/ SET IN FREE DRAINING tO PCE.W/NO SPLICES -N� ,/\\ GRAVEL FILL SEE SHEAR WALL 12 P LEX BUILDING - 3"CONCRETE 9� ,/ SCHED.FOR NAIL HOEDOWN&HOEDOWN � /\ � DOWNHILL SLAB AT • ,..--it ,� \/ SPACING POST PER PLAN& BOTTOM OF -(0.4~- j\, 2"TYP-v HOLDOWN SCHEDULE /\/�\% 8"CONC.STEM WALL * PT SILL PL W/(2)5/8"DIA LIDA DRAIN . froti . ,,.\// L _ o r /� (INCREASE HEIGHT I I I ANCHOR BOLTS MIN. AS REQUIRED) I #4 HORIZ.©12"O.C.W/(2) i=ii TURN DOWN SLAB BARS @ TOP OF WALL AS SHEET TITLE: FTG.PER PLAN 1' — -I— — SHOWN _)��— EDGE PER PLAN F O U N DAT I O N 4 .="11 • I I I /-#4x 1.DOWES @ 12"0.C. \ - • • ._ — = I I 1 3"CLR I--1-- -- --V' r DETAILS \ (2)#4 DOWELS EACH END 3"CLR/11, / /3"CLR - J m L. _ OF PIER STD 90°HOOK EQ 7 5/8" EQ / / / / 2'-0" / / SHEET NUMBER: 26 MASONRY RETAINING WALL AT LIDA DRAIN 23 STEM WALL AT GARAGE ( WALL LENGTH < 2'-0") SAE: 1"= 1'-0" SCALE:3/4"= 1'-0" 55.3 1 -T100 55.3 16-T10a S5 • 3 NOTE: DOUBLE TOP PL MINIMUM DIMENSION OF ' 4, , SHEATHING SHALL BE 24". 2x STUD WALL(IF OCCURS) 2x SOLE PL W/0.148x3"@ 6" OC UNO&SIMPSON LTP4 AS '_ . ' . . ' _ REQ'D TO RIM JOIST(REF I-- tT-- 7T1 II U H H I . WALL SHEATHING 2x STUD WALL SHEAR WALL SCHEDULE) NOTE:. U I F R O E L I C H 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 f I U I I I I I • EDGE NAILING 4"OC TO BLKG(AT 1 W/(1)CRIPPLE MAX&(1)KING STUD ON STUD(OR 3x STUD-REF •, ENGINEERSA FLOOR SHEATHING SIM) I FLOOR TOPPING REF PLAN NEED NOT COMPLY WITH THIS DETAIL. SHEAR WALL SCHEDULE) U I I 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 1 II U II II • EDGES REF SHEAR PORTLAND,OREGON 97223 I FLOOR SHEATHING REF PLAN 111POST OR DBL STUD ABOVE A•L- - -I I-: _ . . ,-.-14- . WALL SCHEDULE (503)624-7005 1BEND OFFICE: 4-- ni rrr Tir "7i/ iii' ,0 lrr ra '!, or 1 /Z 4" } of i '1 is 1 1 � t� 'r ii USUITE#205 I-JOIST BLOCKING " �''""�II�sr, (I I{ U I( I I EDGE NAILING BEND,OREGON 97701 1 3/4 RIM JOIST W/0.148x3" �Ii.,��.1111 ��...�MI..��...��.��.L. I..��.�. .��:��.., ......��..:.� LI fI { Froelich-en m S @ 48" OC(AT SIM) F 111111111111 MISHEAR PANEL REF g' eers.com TOENAILS @ 8"OC&SIMPSON 1 lilkm VERTICAL GRAINED {{ I( Ulir SHEAR WALL SCHEDULE JOB# 16-7100 LTP4 AS REQ'D TO DSL TOP PL ►� I-JOIST BLOCKING @ 48" OC SOLID FIELD CUT { i (REF SHEAR WALL SCHEDULE) U ` I I BLOCK TO FACE OF Z.M 4- I-JOIST REF A 1 WALL(MATCH WIDTH ( I I U I I 2x STUD WALL REF PLAN PLAN (AT SIM) 1 OF POST ABOVE) L �I H U I{ • I. ,cc\k.1 CTI!!;„ 1 r//. ►� CONTINUOUS RIM JOIST ' ' I, {I I{ U {{ {{ { - �/ CONT I JOIST BLKG(USEN-I-JOISTS-REF PLAN .>-'OM1 i-JOIST REF PLAN FIELD NAILING -7-AG: �,1 3/4"LSL BLKG AT 2ND I►'�"-� " " !w-----"•."-.......amo ► L {•) H U {•{ I•I I 't-{-A :!-` -C ', FLOOR FRAMING) STAIR CAT SIM CONDITION (2)-Q.148 X 3 NAILS 1 112 ( ( .1 y~. '-7, WEB STIFFENER I, I FLOOR JOIST BEYOND HOEDOWN&HOEDOWN L� FROM JOIST BLKG END TO I L I H U I {.I I 1 vel ' WHERE REQ'D I I EDGE NAILING POST REF SHEAR WALL r- f'bBL TOP PL-REF DETAIL I POST OR DBL STUD BELOW L {{ I I U I{ {{ I • SCHEDULE •iCT.V' JOISTS BEAR ON&SPLICE ! 3/S6.1 FOR SPLICE CONN 1 (MATCH SIZE UNO)ALIGNED �, LI H U {•( {•) ,a4....,_%,� 0.148 x 3"TOE NAILS 1 1/2" I a 24'MIN SHEATHING F �TO'i W/POST ABOVE { �� FROM JOIST END TO TOP I I>_ _1 L .I L__ _ >L -_►•L_ ,,. -2-,�F OVER WALL,TYP 2x STUD WALL I H . ' {I I I 7 WIDTH-TYPICAL 2� y G '"� • PL's I 1 [ �17 rys�� WALL FINISH REF ARCH CONT DBL TOP PL TYP 16"MIN-TYP / SILL PL (ANCHORAGE J Ev ) S: J./�l/ `.7� 2x STUD WALL ! I REF SHEAR WALL SCHEDULE/NOTES) ---)110 FLOOR JOIST TO BEARING WALL 7 FLOOR JOIST TO WALL 4 CONTINUOUS POST LOAD PATH 1 SHEAR WALL ELEVATION 56.1 SCALE: 1"= 1-0" 16-1100 16-T100 56.1 SCALE: 1"= 1'-0" �6•� SCALE: 1"= 1'-0" 16-T100 S6.1 16-T100 SCALE:3/8"= 1'-0" FILLER STUDS NOTE: NOTE: AS REQ'D REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" DOUBLE TOP PL MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. F 1 AIR GAP, REF ARCH ......ma SOLE PL W/0.148x3"@ 4"OC UNOOppSHEAR WALL SHEATHING \ HEADER �`�`'- r AS REQ'D REF PLAN POST OR DOUBLE STUDS AT EACH END OF t� WALL ABOVE SOLE PL W/0.148x3"@ 6"OC UNO GYP REF ARCH SHEAR WALL, REF PLANS&HOLDOWN (8)0.148x3"NAILS V J AS OCCURS BEAM, REF PLAN FOR SIZE ON SHEAR WALL SCHEDULE TO SCHEDULE TO HEADER- Z RIM0FLOOR SHEATHING Q SOLE PL . - - OPENING WIDTH - TYP Q W SIMPSON A35 CLIP AT LTP4 CLIP D O / / EA SIDE W SPACING IN PLACE OF LTP4 CLIPSw •-� FLOOR JOIST(JOISTS MAY FLOOR SHEATHING FLOOR TOPPING REF PLAN REF SHEAR WALL SCHEDULE(48" I FLOOR TOPPING REF PLAN RUN IN EITHER DIRECTION) 2x SELL PL(USE W REF PLAN OC MAX UNO) SIMPSON HOEDOWN KING ///CRIPPLE 2-2x6 WHEN U d J I ...✓✓✓ STUDS . STUDS .. �► ,;"' STRAP, REF PLANS& ►�, MECHANICAL UNIT W .„:�. HOLDOWN SCHEDULE- \ MffU�.. ..�__ ..� OCCURS UNDER LL cniX > THE WINDOW) w W (2)0.148x3"FACE-�''��~ MECHANICAL UNIT Q o WEB STIFFENER O ¢ NAILS @ 16"OC- OPENING AS WHERE REQ'D U TYP AT BUILT UP OCCURS STUDS AT OPENING " - ��•' 1� J 1111111111111111111 \ LhillIll. "� 2x SILL �- 2xKINGAND2xz '_-i www ►yam `s I ►-� CRIPPLE TO = Q p ► RIM JOIST SUPPORT 2x p lEue .z WEB STIFFENER I-JOISTS,REF PLAN I-JOISTS, REF PLAN ) 1 3/4"LSL RIM BOARD -J ` _ SILL PL W w p H O (IF REQUIRED)BY . OF- DBL TOP PL REF 3/S6.1 (TYP) 2x SUDS > uy P W w JOIST MANUF SIMPSON TOP FLANGE (2)0.148 x 3"TOE NAILS 1 1/2" w m @ 16"OC 0 < W HANGER BY JOIST FROM JOIST END TO TOP PL's WALL SHEATHING REF SHEAR POST OR DOUBLE STUDS BELOW SILL PL - w ° 3 W r". co MANUFACTURER WALL SCHEDULE FOR INFO POST OR DOUBLE STUDS ABOVE, EDGE NAILING 111111 REF PLANS&HOLDOWN SCHEDULE NOTE: 2x STUD WALL { } AT SIMILAR, BEAM IS DEEPER PERMIT THAN FLOOR JOISTS. 2 TYP HDR CONSTRUCTION - REF DETAIL 31/56.3 FOR HDR WIDTH >6'-0" SUBMITTAL 11 FLOOR JOISTS TO BEAM 8 FLOOR JOIST TO PARTY WALL 5 HOLDOWN STRAP - UPPER WALL TO LOWER WALL56.1 16-T100 SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 16-1100 56.1 SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 56.116-T100 56.1 16-1100 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. 1 1 SOLE PL W/0.148x3"@ 6"OC UNO 2x SOLE PL W/0.148x3"@ 6" 4'-0"MINIMUM 2x SOLE PL W/0.148x3"@ 6"OC ON SHEAR WALL SCHEDULE TO OC UNO&SIMPSON LTP4 AS / / CORRIDOR UNIT RIM REQ'D TO RIM JOIST(REF W/(12)-0.148x3"NAILS AS SHOWN(EQ SPACED) SIMPSON A35 CLIP AT LTP4 CLIP WALL SHEATHING 2x STUD WALL SHEAR WALL SCHEDULE} L 1 _ _ _ _ _ _ _ _ L PROJECT MANAGER: CN SPACING IN PLACE OF LTP4 CLIPS REF PLAN I REF SHEAR WALL SCHEDULE(48" ______,/,_ FLOOR EDGE NAILING 1 FLOOR TOPPING REF PLAN I DESIGNER: YS OC MAX UNO) SHEATHING EDGE FLOOR TOPPING REF PLAN 1CONT DBL SIMPSON A35 CLIP AT LTP4 CLIP DRAWN BY: FCE-ENG-4 NAILING WALL SHEATHING REF PLAN& I TOP PL SPACING IN PLACE OF LTP4 CLIPS fSHEAR WALL SCHEDULE FLOOR SHEATHING REF PLAN PROJECT NO: 16-1100 FLOOR TOPPING, REF SHEAR WALL SCHEDULE(48" FLOOR SHEATHING REF PLAN REF PLAN FLOOR SHEATHING, i DATE: 02/15/2017 REF PLAN OC MAX UNO) I, i J T REF PLAN JOIST, ,�� : rrr "" :rr rrr .ir /7 /7 , i� ' rrr ii ri rr. rrr 7. .r. iii AT SIM CONDITION; I A 2x STUDS SCALE: AS SHOWN REF PLAN _••_`��_��_••_�_�• � . JOIST MAY RUN OTHER 1;: ,�®��r�� DIRECTION. USE 1 314x11 7/8" 1 3/4"RIM JOIST W/0.148x3" �I!! .�..� �. �..�..� WEB STIFFENER S `' LSL RIM INSTEAD OF LSL BLKG TOENAILS @ 8"OC&SIMPSON DBL TOP PL SPLICE - NAILED BY JOIST MANUF LTP4 AS REQ'D TO DBL TOP PL i4M11111AS REQUIRED (REF SHEAR WALL SCHEDULE) '' 12 PLEX BUILDING - FLOOR JOIST, REF PLAN , - IIilk &SIMPSON HU HANGERjil --^.%L 1-JOIST, 1 3/4"x11 7/8"LSL BLKG W/0.148x3" \_I-JOIST REF PLAN 1Ir1/4- TOP PLATE SPLICE 0.148x3"NAILS @ 8" DOWNHILL TOE-NAILS @ 8"OC&SIMPSON OC STAGGERED 1'-4"MIN REF PLAN / (NP) LTP4 AS REQ'D TO DBL TOP PL c__'2__ TAIR AT SIM 1 .::::-1111"11111 WEB STIFFENER BY JOIST MANUF LESS THAN 4'-0" 1 3/4 x 11 7/8"LSL CONT RIM WI F I-JOIST BLKG @ 48" (REF SHEAR WALL SCHEDULE) (2)-0.148 x 3"NAILS 1 1/2" CONDITION I „ FROM JOIST END TO TOP PL " o. • . • . • . I • . • . • . •o. •.}� 0.148x3"TOE-NAILS @ 8"OC& OC W/0.148 x 3 ( (2)-0.148 x 3 NAILS 1 1/2" �'• SHEET TITLE: SIMPSON LTP4 AS REQ'D TO DBL NAILS @ 4"OC TO FROM JOIST END TO TOP PL o. • ' o. •.} TOP PL(REF SHEAR WALL BLKG WALL SHEATHING CONT DBL TOP PL, REF DETAIL I CONT DBL TOP PL-REF DETAIL � FRAMING DETAILS SCHEDULE) EDGE NAILING REF PLAN � 3/56.1 FOR SPLICE CONN I 3/56.1 FOR SPLICE CONN I SIMPSON MSTA30 CONT DBL TOP PL,REF DETAIL ~�� 2x STUD WALL I 2x STUD WALL STRAP CENTERED 3/S6.1 FOR SPLICE CONN WALL SHEATHING, ON ALL DBL TOP PL REF PLAN NOTE: SPLICES(TOP& 2x STUD WALL, AT SIMILAR,WALL DOES NOT \_BOTTOM PLATES) REF PLAN ______o______ OCCUR ABOVE FLOOR. 2x STUDS SHEET NUMBER: 12 CORRIDOR JOIST TO SHEAR WALL 9 FLOOR JOISTS AT WALL AT SHEAR WALLS 6 FLOOR JOIST TO WALL 4., DOUBLE TOP PLATE SPLICE - STRAP SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SGALE: 1"= 1'-0" SCALE: 1"=1'-0" 56.1 E16-T100 56.1 16-T100 5fi.� 16-T1oa 16-T1 as . _ . WALLSHEATHING _ . , ...., , NOTE: .L- NOTE: 0.131 x 2 1/2"@ 6"OC SEE DTL 6/56.1 OR 7/S6.1 NOTE: SEE DETAILS 6/S6.1 &7/S6.1 FOR q FOR REMAINING INFO SEE ARCH DETAILS FOR ADDITIONAL WALL SHEATHING, TYPICAL JOIST CONNECTIONS. 2x10 BLKG BETWEEN CONSTRUCTION REQUIREMENTS TO REF PLAN&SHEAR 2x SOLE PL W/0.148x3"@ 6"OC UNO TRUSSES W/0.148x3"@ 6" MAINTAIN REQUIRED FIRE RATING WALL SCHEDULE I &SIMPSON LTP4 @ 48"OC MIN TO OC TO BLKG&(2)0.148x3" 2x6 CONT BLKG BEAMUNO ON SHEAR WALL SCHED TO EA STUD -imor UNIT CORRIDOR FROELICH .... . 2x STUD WALL-\\\\______N___ FLOOR TOPPING, REF PLAN 0,000."-- i ! FLOOR TOPPING, 0„,o0 WALL FINISH, 0,000 ! REF PLAN FLOOR SHEATHING, REF PLAN ogo REF ARCH ---0--- I FLOOR SHEATHING, 5 ROOF TRUSSES, 1 MEAINNOFGFICEI 6969 SW HAMPTON ST 2x DECKING OR DECK j STEP,REF I REF PLAN WALL SHEATHING, I-JOIST BLOCKING @ 48"OC REF PLAN TJ1BLKG W/ PORTLAND,OREGON 97223 SHEATHING, REF PLAN ARCH 1 REF PLAN&SHEAR FLOOR SHEATHING, (3)0.148 x 3" (503)624-7005 WALL SCHEDULE--\i‘', REF PLAN NAILS @ 48"OC -2x STUD WALL BEND OFFICE: ROOF SHEATHING 745 NW MT WASHINGTON DR 411AMEIMININMENIMS,Mil riff PER PLAN W/0.131 x 2 FLOOR SHEATHING, SUITE#205 I Lll". till A ' ' •- ."...." i ''i; ),-,-- " .;•.-1-;....--:•.. - .. / , J;-. , " BEAM, REF PLAN-,, iii . . 4, ,... , .,,,A 7/ 1/2"NAILS @ 6"OC EDGES& 12"OC FIELD SIMPSON HANGER-\ BY TRUSS MANUF. FLOOR TOPPING, REF PLAN REF PLAN , -- /FLOOR TOPPING, REF PLAN BEND,OREGON 97701 froelich-engineers.com JOB# 16-T100 I-JOIST, 0.131 x 2 1/2"@ 6"OC TO BLKG ,r7;7*-, ,pf , „ ,-. , , z-, , , , ./.4' 47 /// Ze ILI 1 / 1 1 A IIMMIIIIIIZIIIIMMIIIIIIIMMIIII 11/4, REF PLAN 1,-". ' Ift,..IIII 1 ' ti- • DECK JOIST OR 00.1 00 I X I IX IV BEAM, REF PLAN 1-1 1 I-JOIST, REF PLAN I:E3 Ijr/ i>71 00 ,•0 00 of noo 1 V 0 0 2x CORRIDOR il 1 ,elS":,k) • '‘.,, ..,(,-", X\'''..,'-.:777.--'',.``•$',- SIDING, REF ARCH 1 iklej Al A JOIST AT SIM rKI FLOOR JOIST,REF PLAN , \- ",t..-_,I,i ----•-•-k_• Q.. is-P,i \----" (:? V .,_._,- I CONT DBL TOP PL, / L, ' LSL RIM JOIST REF DETAIL 3/S6.1 FOR SPLICE CONN 1 3/4"LSL CONT RIM W/ 0.148x3"TOE-NAILS @ 8"QC .00111110. &SIMPSON HU HANGER .-,.. -- _ V-7- ! &SIMPSON LTP4 @ 48"OC (2)-0.148 x 3"NAILS 1 1/2"FROM 1 _.I \\._ -.4"---,.....„..,..,.. .... ,rioNICOMPF hiar• {,- I 2x STUD WALL MIN TO DBL TOP PL UNO ON JOIST END TO TOP PL I \ I-JOIST, \ REF PLAN 1 3/4"x 11 7/8 LSL CONT RIM CONT DBL TOP PL TYP 11".- .Z.-..-- 1 SHEAR WALL SCHEDULE CONT DBL TOP PL TYP 2x SOLID BLKG I )',--- -1--- v POST&BEAM AT I SIMPSON H1 AT EACH TRUSS \-DBL TOP PL TOE-NAILS @ 8"OC(2-1 •-,,,„/,-, r.,-.‘ ' SIM CONDITION 3/4x11 7/8 LSL BEAM AT SIM ALL DECK HANGERS,NAILS, 2x STUD WALL I _e__...A._____ CONDITION) SCREWS,CLIPS&FASTENERS ARE WALL SHEATHING, 1 I EXPIRES: TO BE HOT DIPPED GALVANIZED. REF PLAN -I --N/‘--- -1- DBL TOP PL 22 S6.2 ( DECK JOIST AT WALL SCALE: 1"= 1-0" 16-T100 DECK RAILINGS&GUARDRAIL 19 CANTILEVER W/ FLOOR JOIST PARALLEL TO WALL S6.2 SCALE: 1"= V-0" 16-T100 16) LOWER ROOF TO WALL S6.2 SCALE: 1"= 1-0" 16-T100 0000goo,,0000"'' 13 CORRIDOR JOIST TO BEARING WALL S6.2 SCALE: 1"= 1-0" 16-T100 POST CONNECTIONS BY OTHERS . ft__ = ...-...,,,_ El 111111111M11111111111P NIMINNIIIIMIK DBL JOIST AT EACH GUARDRAIL POST NAIL FLOOR SHEATHING TO NOTE: ' NAIL.--- SHO WALL SHEATHING, REF PLAN BEAM OR JOIST W/0.148 x 3" SEE DETAIL 6/S6.1 FOR TYPICAL FLOOR EATHING T BEAM OR JOIST W/0.148 x 3" .,,...".. , &SHEAR WALL SCHEDULESTRAP REF PLAN-CENTEREDNAILS @ 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 , SHEATHING, REF PLAN OTHER HOLES AT RIM OR LSL FLOOR TOPPINGI FLOOR TOPPING, Hu BLK'G REF PLAN ! REF PLAN DECK RAILINGS& FLOOR TOPPING PER PLAN ! FLOOR TOPPING, Z REF PLAN EzA,M1„01;10115;_,i, 1 II< GUARDRAIL POST F A CONNECTIONS BY /FLOOR SHEATHING, RIM BEAM REF PLAN W OTHERS /REF PLAN 1 FLOOR SHEATHING, )/ / REF PLAN STEP PER I REF PLAN I OCI-2 4 ..., , g 17. ,12„1„, I 2.;,•„4 „: ,, J.Jr r ix .....ilaissermsaisimmignsea °I 01111,4MIGAIIIM Z/AIMIKIMMIRMINIAIIIIWAIIIIAIMPAl (IM) 49 0 _J 111M1 IM. 1110-M. 111M. In71 """'-'4111 i''''" • I ><1 l'1*". SIMPSON STRAP, u•)c W t 11111116211 I 11 Ell REF PLAN TO BEAM &DBL TOP PL S. rt ce w vi,- „. .., I ' A Fli . _ . . v - \ I 0 W co Ct 8 0 8 ialliiii / \ ..>i-I-JOIST, REF PLAN 1 3/4"LSL RIM JOIST OR-------->-- LSL BLKG t, It \--SBTEARMUT,ORREDFRAG PLAN 1 - ....-- ct UJ >- ,.< 1A1211611111111M111111111•111111 (f) 21'. PT BEAM, REF PLAN' ' ------. _. 1 3/4"LSL RIM it-72.--1°J "111111k 17.- , REF PLAN 0 > w DETAIL 3/S6.1 FOR Ct u_ Iii° = < 0 PT DECK JOIST, REF PLAN 5 2x PT LEDGER W/(2) SPLICE___, ,,,,e- I-JOIST, REF PLAN WITH DETAIL 3/56.1 FOR ' SIMPSON SDS 1/4x3 E"-- co oi. SIMPSON LUS28 SIMPSON LUS HANGERS W ix 1-1-1 0 1/2"SCREWS @ 16"OC HANGER,TYP 2x STUD WALL CONT DBL TOP PL, SPLICE INTO RIM JOIST 2x STUD WALL REF DETAIL 3/S6.1 LSL RIM JOIST POST, FOR SPLICE CONN @ 16'DC CONT DBL TOP PL,REF DETAIL REF PLAN NOTE: _______V____\3/S6.1 FOR SPLICE CONN 2x STUD WALL \\N-POST, REF PLAN 18 ALL DECK HANGERS, NAILS, 2x STUD WALL st...-.._ SCREWS,CLIPS&FASTENERS ARE PERMIT - TO BE HOT DIPPED GALVANIZED. - , NOTE: SUBMITTAL SEE DETAILS 6/S6.1 &7/S6.1 FOR _ TYPICAL JOIST CONNECTIONS. 23 DECK JOIST TO WALL 20 BEAM DRAG STRUT TO WALL 1.-17 FLOOR FRAMING DETAIL AT BEAM 14 BEAM DRAG STRUT TO WALL S6.2 Tk_mr= i-O" S6.2 SCALE: 1"= 1-0" 16-T100 S6.2 ofir= v-0" S6.2 .5iviti"= 1-0" REV DATE ISSUE TITLE WALL SHEATHING, REF PLAN&SHEAR -4-- 2x STUD WALL FLOOR SHEATHING, WALL SCHEDULE _A._ WALL SHEATHING, REF PLAN REF PLAN 1 FLOOR TOPPING, 2x BLKG 2x BLKG W/0.148x3"@ 6"OC PROJECT MANAGER: CN ! FLOOR TOPPING, REF PLAN BETWEEN STUDS WALL SHEATHING, I REF PLAN FLOORSHEATHING, DESIGNER: YS REF PLAN&SHEAR ROOF SHEATHING, WALL SCHEDULE 1 2x DECKING OR DECK STEP,REF II REF PLAN t- REF PLAN 2x FLAT DECKING DRAWN BY: FCE-ENG-4 I SHEATHING,REF PLAN ARCH 2x4 BLKG BETWEEN ----___ , .- PROJECT NO: 16-1.100 ilip..-" iTargirtfAislentani, 111,-- iinitunriteremaratetazas STUDS AT HANGERS 1 \ SIMPSON H1 AT II WIWPPANIVIIIIIII G 1/4111WI MIIIIMIIIII/lf/4INNIVIIIIIII'Ai ‘ EACH TRUSS -X_ DATE: 02/15/2017 31.11.1MMEN=1.11NEMIN 11 FLOOR TOPPING, --...-- -.......-- -.....-- --. -N... fE, REF PLAN 5 N. N._ • 0: • SCALE: AS SHOWN , , 1 FLOOR SHEATHING, REF PLAN N )N, 2x BLKG 0 • * A. 111111 0 0 , N. DECK JOIST OR_77,771 ,7 Ed , , 4' - „, ., , 12 PLEX BUILDING ."' ...10111... BEAM, REF PLAN I-JOIST, ......,,vi , \-BEAM, REF PLAN III 1 1 i BEAMsimpREF PLAN WITH HANGERS SNHUCQ SIDING, REF ARCH REF PLAN BEAM REF PLAN I-JOIST,REF PLAN 1 X ,/ \ IL__ 1 ROOF BEAM AT 6x6 POST&END/ COLUMN CAP, REF PLAN SIMPSON BC POST CAP FROM BEAM TO POST (UNO) DOWNHILL SHEET TITLE: FRAMING DETAILS 111111 COLUMN REF PLAN NOTE: ALL DECK HANGERS, NAILS, (JOISTS RUN OTHER DIRECTION AT SIM SIM CONDITION ...... p___ 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 21 FLOOR FRAMING AT DECK (18 FLOOR FRAMING SECTION AT LOWER ROOF 15DECK- UPPER POST TO LOWER POST- CORNER 1 SCALE:. .i)0S6.2 16-T100 16-T100 1"= l'-0" SCALE: 1"= 1-0" \ .2,) SCALE: 1"= 1-0" S612} SCALE: 1"= S6.2 16-1100 ....-- S 6 . 2 SIMPSON A35 AND NOTE: �� WALL SHEATHING MIGHT BE ON THE ____,IL__ ,,,..,,,,..„,----CONT DBL TOP PL OTHER SIDE OF THE WALL AT SIM . CONDITION. 2x SOLE PL W/ PT DECK POST REF jr 4//- , @ 6"OC SIMPSON A35 CLIP AT LTP4 CLIP PLAN \� ,---FILLER STUDS AS REQ'D SPACING IN PLACE OF LTP4 CLIPS E E L �..r H -1 REF SHEAR WALL SCHEDULE(48" UPPER HDR REF PLAN OC MAX UNO) ENGINEERS 1 6x6 DF#1 LOWER — -(4)0.148x3"NAILS TO ! _ MAIN OFFICE: INVERTED SIMPSON - HEADER-TYP I SHEATHING 6969 SW HAMPTON ST HDR IF OCCURS ry-- ECCQ66 COLUMN CAP -' - F�1 SIDE 2x WALL PER PLAN IN ARCH EDGE NAILING PORTLAND,OREGON 97223 DRAWINGS �_ (503)6247005 FLOOR TOPPING PER PLAN FLOOR TOPPING BEND OFFICE: t SIMPSON A35 AND _• ! FLOOR SHEATHING PER REF PLAN 745 NW MT WASHINGTON DR FLOOR SHEATHING 2x KING AND(2)2x ASUITE#205 SIMPSON HUC HANGER PLAN BEND,OREGON 97701 BETWEEN LOWER HDRCRIPPLE TO PER PLAN o , — WALL SHEATHING !-JOIST SUPPORT HDR11 ‘ • AND CRIPPLE �► PER PLAN 1.� REF PLAN "' ' ''�`' ` il .moo froelich-engineers.com I -• ,OP>-�� JOB# 16-T100 1/-//-//�7�/-ff-f/�II/fff�/f�47�E�f/fJ/�//-//-//�f/-//1f/f//-//-fill ii WINDOW TRIMS-NOT _. -- 2x KING AND 2x CRIPPLE iii BEARING TO SUPPORT 2x SILL PL �� _ AIL (• 2Z.11 48x3"FACE�"~ 1.1C I ►jNAILS6"OC-TYP -- 2x SUDS @ 16"OC FLOOR JOIST REF PLAN ., �) P,a- ;^�` CORRIDOR JOIST, cam": ` ' - 41 AT BUILT UP STUDS 2x SILL _i� GY AT OPENING ""�" �`� ��^y �0 PER PLAN& �" „G!;:.!---, - SiMPSON HU WEB STIFF BY JOIST MANUF AS REQ'D L% Jr- HANGER SIMPSON TOP FLANGE 1547 PT 4x DECK RIM FLOOR JOIST 1 3/4”LSL CONT RIM W/0.148x3" HANGER,REF JOIST ` PT GL DECK BEAM REF PLAN PER PLAN8" 2x SILL PL(USE 2-2x6 WHEN TOE-NAILS @ OC&SIMPSON LTP4 AS SCHEDULE �� BEAM REF PLAN 2x SILL BEAM PER PLAN REQ'D TO DBL TOP PL(SEE SHEAR WALL `/.;EG .z;4 , MECHANICAL UNIT OCCURS v „� SIMPSON HUC UNDER THE WINDOW) SCHEDULE} •.. r' 3 A 3 v :4 -lit G� AN, •- - ,•'' Z C Si"� HANGER CONT DBL TOP PL-REF DETAIL '*"• , 3iS6.1 FOR SPLICE CONNEXPIRES: 1 y�///7 2x STUD WALL PER PLAN WALL SHEATHING PER PLAN 34 POST ABOVE TO BEAM BELOW AT CANT. DECK 31 HDR CONSTRUCTION - 3 BAYS & 10'-0" TOTAL LENGTH MAX 2£3.-NCORRIDOR AND FLOOR JOIST TO BEAM 25 CORRIDOR JOISTS TO WALL SCALE: 1"= 1'-0" SCALE:3/8"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" S6•$ 16-7100 S6•� 16-T100 S6.3216-7100 �6• 16-7100 NOTE: WALL SHEATHING ANY OTHER HOLE SIZE OR 2xLOCATIONS MUST BE APPROVED WALL PER PLAN PER PLAN BY ENGINEER OF RECORD FLOOR TOPPING PER PLAN (2)1/2"DIA x 6"LAG SCREWS AT 4"OC FLOOR SHEATHING PER PT GL DECK BEAM ^ = PLAN 2' WITH SIMPSON V, wG.L.BEAM PER PLAN HUCQ HANGER z w4^ w m Iii* 2x HOLE DIA W 2 m W 0- BENT PL 38"x x16"LONG 0 W/(6)1"DIA BOLTS TO GL U 'Q J HEADER@12"GA TOP OF 0 / W LIJ a /:////// //f//Y////// 1/3 DEPTH PLA ELEV. ca 0 0 5A6"SIDE PUS AS SHOWN W/ io / \ Q0' r.- (2)1"DIA THRU BOLTS •d' W fx \ Q I I o co = p v st. / 1/3 SPAN MIN / 1/3 SPAN MIN / I- 2 J z w TYPUJ > 1/717 ® 1..` tit Z QO 1/4 \ i O 6 -5 3" ' 6" ALLOWABLE ZONES FOR `W` a_ O VJ co i SINGLE 2"DIA HOLE / i W G.L.HEADER TO FLUSH WITH (MULTIPLE HOLES REQUIRE �/ Q W u) Q 3�g"BRG.PL x AS REQ'D. JOISTS —'�— PRIOR ENGINEER REVIEW) —� Et W H m PERMIT SUBMITTAL 32 DEEP BEAM TO HDR CONNECTION26 ALLOWABLE GL BEAM HOLE LOCATIONS -TYP AS REQ'D S6.3 SCALE: 1"= 1'-0~ 29 NOT USED S6.3 SCALE:3/8"= 1'-0" 16-7100 16-T100 56.3 SCALE: 1"= 1'-0" 16-1100 REV DATE ISSUE TITLE NOTE: NOTE: REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS i`- — CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" LE 1111111111111111111Mr 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 -t SHEAR WALL SHEATHING AS REQ'D CONT DBL TOP PL DESIGNER: YS ' 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 \ .� PROJECT NO: 16-T100 GUARDRAIL POST+7 SHEAR WALL SCHEDULE TO RIM A CONNECTIONS BY FLOOR SHEATHING U '� DATE: 02/15/2017 OTHERS 2x8 PT BLK'G WITH A35 CLIP AT LTP4 CLIP SCALE: AS SHOWN 0.14$x3"TOE NAILS ATSPACING tN PLACE OF LTP4 CLIPS\:.4.- - SIMPSON FLOOR TOPPING REF PLAN 7• SIMPSON A35 6"OC REF SHEAR WALL SCHEDULE(48" �, 1 OC MAX UNO)►/ ►`4 ►� ►- ►/ tli►�''/ I� .n/�1 • L 4 '7 4' /7' ,'/ O/ /7/ O/ 07 07 / � O ,// /// Y///:1/7/ 0/ /// /// //' ,i/ ♦///'//' //� // /./, .7/Z7 \ (2)2x6 KINGS � � PT DECK JOIST • « s►... ,� BEYOUND SIMPSON TOP FLANGE 1 ' �� lis HANGER BY JOIST 12 PLEX BUILDING .� our <' MANUFACTURER ,� •* SIMPSON CS16x AS SHOWN DOWNHILL CORRIDOR JOIST, STRAP FROM (2)2x6 t�� .� CRIPPLES TO DBL TOP PL 4x PT RIM BEAM Fi`� SIMPSON HU HANGER __ . REF PLAN s GARAGE DOOR i 4 HEADER, REF PLAN r I-JOISTS, REF PLANJOISTS =� SHEET TITLE: NOTE: PT GL DECK BEAM REF MAY RUN EITHER DIRECTION SIMPSON TOP FLANGE (2)2x6 CRIPPLES •r HANGER, REF JOIST \ '� FRAMING DETAILS ALL DECK HANGERS, NAILS, PLAN TO BE NOTCHED 3 1/2x11 7/8"LSL RIM BEAM W/ 16d SCHEDULE h SCREWS, CLIPS&FASTENERS ARE AT BOTTOM TOE-NAILS @ 8"OC&SIMPSON TO BE HOT DIPPED GALVANIZED. **DO NOT OVER LTP4 AS REQ'D TO DBL TOP PL NOTCH** (REF SHEAR WALL SCHEDULE) - PT GL BEAM REF PLAN WALL SHEATHING CONT DBL TOP PL, REF DETAIL REF PLAN _ 3/S6.1A FOR SPLICE CONN 33\ CANTILEVER DECK BEAM 2x STUD WALL SHEET NUMBER: S6. 1SCALE:6-71001"= 1 -o" 30 y PARTY WALL TO TYPICAL WALL CONNECTION 27 GARAGE DOOR HEADER CONNECTION SCALE: 1"= 1'-0" SCALE: 1"= 1-0" 56.3 / 16-7100 56.3 16-T100 S 6 3 !' ■ s NOTE: REF DETAIL 2/S7.1 FOR BUILT-OUT7N041:4' 4 ' NOTE: =774404- 0.131 x 21/2" C GABLE END TRUSS CONNECTION 6"OC REF DETAIL 2/57.1 FOR BUILT-OUT 2x6 OUTLOOKER TO PERIMETER WALL. GABLE END TRUSS CONNECTION FLAT @ 24"OC 0.131 x21/2"@ TO PERIMETER WALL. -« -„ ,,, ,, 2x BLK'G W/0.162 x 36"OC 2x BLOCKING(MATCH I O E L I H r===jr / 112"TOE-NAILS @ 6"OC '7=2=2=4DEPTH OF TRUSS TOP I,j 2x6 OUTLOOKER @ ROOF SHEATHING ENGINEERS I IN TO TRUSS ROOF STEP 24"OC REF PLAN CHORD)W/(4}-0.131 x 2ROOF SHEATHING "' MAIN OFFICE: DRAG TRUSS REF PLAN MEMBER 1/2"NAILS "/ i i ° 6969 SW HAMPTON ST EDGE NAILING ;' {2)0.148 x 3"NAILS ,u z L, ,,, �' 4 0.131 x 2 112"NAILS 6"OC EDGE NAILING /"'�// PORTLAND,624-7005 OREGON 97223 0.131 x 21/2"@ FROM TRUSS TO ,M 2x SH RIDGE(ALTER ATE @ ( ) 2 0.148 x 3" 4"OG TO , BLK'Gr' - - BLOCKING EACH BAY) EDGE NAILING /,,.�°/� BEND OFFICE: O _ d, " " " lirROOF SHEATHING 2x SOLID BLOCKING 745 NW MT WASHINGTON DR NAILS FROM • 46.. . . 1 N N 0.131 x 2 1/2 @ 6 OC " / (2)0.148 x 3 ,,,'"/ MANUFACTURED SUITE#205 \ ��/� ��y�//� ��,� (2)0.148 x 3 NAILS I PRE MANUFACTURED REF PLAN / TRUSS TO w1 NAILS FROM /" TRUSSES � ;* I y''%,„,, BEND,OREGON 97701 SLK'G tiii `; ► 2x6 TOP CHORD LET-IN FROM TRU BLDG TRUSS TO ROOF TRUSSES �,/' ,it/r •_ ,, r,, ,� a - froelich-engineers.com 2x6 OUTLOOKER •� Y IN 1 � BLKG �„r" �„ /„ 1 ' GABLE END TRUSS W/VERTS fid 2x4 KICKER @ ." ,,r'' ;.""--��I JOB# 16-T100 °� �i� 48"OC NAIL /'� r., 00° """" 24"OC MIN PROVIDE 1/2"APA li /' �'i„ �`� SIMPSON H1 CLIP 2x6 BLOCKING @ 2x4 @ 4'-0"OC W/{2}0.162 x 3 RATED SHEATHING WI 0.131 x 2 W/(5)-0`162 x '� i � AT EACH TRUSS 1 48 OC(1)BAY I� . 1/2 NAILS AT EACH KICKER IF 1 3 1/2"TO KICKER LENGTH EXCEEDS 6'-0" 1/2"NAILS @ 6"OC EDGES& I _ 12"OC FIELD PRE MANUF ROOF EDGE NAILING(REF SHEAR ! CONTINUOUS DOUBLE :� �" . I TRUSS MANUF TO 0.131 x 2112 @ 6 OC TRUSS 24 OC RIDGE BLK'G WALL SCHEDULE) ��r,` o.i] 2x TOP PL REF 3/S6.1 2x6 DF#2 g PROVIDE 2x BLK'G C 1 "' • "'1 X WALL SHEATHING E 1547'' LEDGER W/(2) � MEMBER FOR �� ROWS OF 0.162 ROOF STEP CEILING LINE " x 3 1/2"NAILS @ I 2x4 @ 4'-0"OC W/(2)0.162 x 3 2x STUD WALL STUDS @ 16 OC I %��'� 6"OC TO 2x i BALLOON FRAME 1/2"NAILS AT EACH KICKER IF I, BLKG END WALL TO UNLESS NOTED OTHERWISE -r / C O j KICKER LENGTH EXCEEDS 6'-0" -a,�L:Y-- 1 '\ n� CEILING LINE REF REF ARCH FOR MORE I ? 0,-,---.. P, 3 ''✓r « 3/S7.1 AT VAULTS 2x4 BLOCKING AT KICKER W/ 't6 +�� INFORMATION EXPIRES: 1073S i7 (NO WALL AT SIM) SIMPSON LU24 EA END TO TRUSS 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 1 ROOF TRUSS CONNECTION TO PERIMETER WALL SCALE: 1"= 1'-0" SCALE: 1"=1'-0" SCALE: 1"= 14" "= T-U" SCA-E: 1 n= 1'-0" 57.1 16-T100 57.1// 16-T100 57.1 16-1100 \S7•) 16-1100 SIMPSON LSTA18 - - STRAP @ 4'-0"OC , „ TMP �"�„ „�„ ROOF SHEATHING i"'` "�,�„ REF PLAN EDGE NAILING(TYP) BID ALTERNATE: ROOF EDGE '''�,,.�„ ".,,, � NAILING TRUSS MANUF. PROVIDE TRUSSED OVER .� I�� FRAMING @ 24"OC CLIPPED DIRECTLY TO s• DRAG TRUSS REF PLAN MAIN ROOF TRUSSES W/SIMPSON VTCB 48" fr,,,' ,00"°-.' 2x4 BLKG AT KICKER @ 0.131 x 2 1t2"@ 2x BLOCKING{MATCH �"'" W/ 4 0.131 x 21/2" OC IN LIEU OF 2x6 OVERFRAMING&POST, &2x "p i"''r O NAILS (2)0.148 x 3" SIMPSON A35 @ 24"OC MIN UNO ON FLAT 2x6 OUTLOcKE ROOF SHTH DEPTH OF TRUSS TOP I- NAILS FROM THE SHEAR WALL SCHEDULE(RIM FLAT @ 24"OC REF PLAN CHORD)W/(4)2"N LS j TRUSS TO JOIST CONN TO DOUBLE TOP PL) 1t2"NAILS „l CE- i < I--- BLK'G - BLKG r====w - - - - - - - - - - - :, -. -.-i - - I- - (2)0.148 x " 2x6 OVERFRAMING POST 1/ • NAILS FROM .,��i� �„� "� I " 0.131 x 21/2"@ 6"OC /Pipp 2 nxDOWN TO FRAMING BELOW 2 8 FLATW/(3)0.162 x 3 0.131 x 2112" CL TRUSS TO 111111111101:1 48"OC MAX W/2x4@ S @ (2)o.lasx3"NAILS I (2)o.14sx3" W �� BLK'G 1J2"NAILS TO EACH ROOF SHEATHING 6"OC FROM TRUSS TO NAILS FROM D 0 2x6 KICKER @ 48" 0.162 x 3 1/2" TRUSS 2x6 TOP CHORD LET-IN 2x6 BLKG TRUSS TO '� -,, �x REF PLAN OUTLOOKER 0 GIRDER DRAG OC W/(4}0.162 x 3 •►�N @ " - ��"�_,�,.-„-.'-`-""""`-`-"'"" - - - - � - 2x4 KICKER @ BLKG � TOENAILS 8 ,��, �N, � i uGABLEENDTRUSSWtVERTS@24" /� � toTRUSS REF PLAN 1/2"NAILS AT TOP OC MIN �'.; " / 48"OCNAILW!-Q I� OCMINPROVIDE1/2 APARATED \ ' �� (5)-0.162 x 3 � W2X4 @ 4'-0"OC W/ 2x BLK'G-ALIGN / SHT'G W/0.131 x 2 1/2"NAILS @ 6"OC 'Y 1/2"AT O W � (2)-0.162 x 3 1/2" W/KICKERS ! EDGES&12"OC FIELD 1 1 BLOCKING NAILS AT EACH ` �, SIMPSON LTP4 @ 4$" 2 W 11>- 0C MCI z KICKER KICKER IF . /' - . .` (2)0.162 x 3 ROOF SHEATHING REF PLANOC MIN UNO ON PRE MANUF ROOF0 ,J j O , � 1/2" SHEAR WALL TRUSS @ 24"OC �" CY Z 0 rjM LENGTH EXCEEDS �' �,1 �.1 " �►_ TOENAILS SCHEDULE(RIM SIMPSON A23 _ z �J W 6- " �.A' JOIST CONNECTION 1 T /��_ 2x CONT FLAT TO RECEIVE CLIP AT EACH �n// 0 > * / - 'I TO FLAT KICKER LL. 0 = a O r BRACING/POST DOWN OF TO DBL TOP PL) 71 �I w s MANUF ROOF TRUSS& I a 4 -' 2x-TYP O z SIMPSON LTP4 HANGER BY OTHERS SIMPSON A34 FROM lip! (2)0.162 x 3 1/2" (2)0.148 x 3" .,,�` 0 162 x 3 1/2" W/(2j CEILING LINE I W III 0 �'�" oo O @ " KICKER TO DBL TOP PL TOENAILS AT NAILS FROM �_ v} 24 OC ROOF TRUSS 0.162 x 3 1/2"NAILS AT EA l o Cr) IL- >, REF PLAN TRUSS 0.131 x 21/2"@ 2x4 @ 4'-0"OC W/(2)0.162 x 3 c) W DBL TOP PLAN REF 3/S6.1 EDGE NAILING(TYP) ,,it WALL TRUSS TO �, " " `/: g c BALLOON FRAME 112 NAILS AT EACH KICKER IF � Q Lu � Q BLK'GEND WALL TO KICKER LENGTH EXCEEDS 6'0" WALL SHEATHING WALL SHEATHING REF ��`� EDGE NATI% w m SHEAR WALL SCHEDULE NOTE: DOUBLE TOP PL CEILING LINE REF 3lS7.1 AT VAULTS - REF PLAN REF ARCH DETAILS FOR ADDITIONAL REF 3/S6.1 2x STUD WALL REF PLAN CONSTRUCTION REQUIREMENTS TO 0 PERMIT MAINTAIN REQ'D FIRE RATING. SUBMITTAL 111-- DRAG / GIRDER TRUSS TO SHEAR WALL 7TRUSS CONNECTION TO PARTY WALL 5 TRUSS OVERFRAMING (--2 GABLE END TRUSS CONNECTION TO PERIMETER WALL I ....) SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 7• 16-TI00 S7. 216-T100 S7.1 16-T100 \ .1 16-T100 `~57REV DATE ISSUE TITLE TRUSS MANUF TO DESIGN ALL DRAG SIMPSON MSTA36 STRUT TRUSSES FOR THE FOLLOWING: STRAP AT BREAK 1. SHEAR LOADS AS INDICATED SCISSOR TRUSS 2.TRUSS TO COLLECT SHEAR LOADS GABLE END TRUSS AND TRANSFER TO BOTTOM CORD W/VERTS @ 24"OC 2x BLKG @ 24"OC THROUGH WEB MEMBERS. VAULTED (ONE BAY EACH SIDE) 3.TOP AND BOTTOM CORDS TO HAVE VAULTED CEILINGCAPACITY OF ��. CEILING ROOF SHEATHING REF LOAD THROUGH TRANSFERRING SHEAR 000,0106„ wow PROJECT # LINE ROOF EDGE NAILING �� s.rs !�s'�� PROJECT MANAGER: CN PLANS FOR DETAILS 4. EDGE NAIL SHEATHING TO DRAG � DESIGNER: YS TRUSS n, 01 ,,, ,,, ,,, ,,. ,,, ,,, ,,, ,,, ,,, i44.\\I DRAWN BY: FCE-ENG-4 PROJECT NO: 16-T100 (2)0.148 x 3"NAILS DRAG TRUSS REF PLAN DATE: 02/15/2017 FROM TRUSS TO BL TOP BLKG PL s SIMPSON STRAP REF PLAN SCALE: AS SHOWN '> ROOF SHEATHING "/„/" DRAG TRUSS TO /'`'� BEAR ON SHEAR 11111111 1 } I _ _ _ _ - - DBLTOPPLWALL :- , 0.131 x21/2"NAILS @ ,/"'�/ 12 PLEX BUILDING - 1 1 6"OC(EDGE NAILING) /,,,,."'""' TTRUSSESTURED DOWNHILL 0.162 x 3 1/2" ____ 2x SOLID BLOCKING /"�1 JIM= TOE NAILS @ 8" '"° �`� OC / EQUAL / EQUAL lir 4 4 AT EACH TRHiUCLIPSS SHEET TITLE: 2 0.14$x3" A ROOF FRAMING 2x BLKG @ 24"OC SIMPSON LTP4 @ 24"411.114 \--NAILS FROM SIMPSON MTS20 (ONE BAY EACH SIDE) OC MIN UNO ON THE TRUSS TO TWIST STRAP BEAM REF PLAN DETAILS SHEAR WALL SCHED BLK'G (RIM JOIST CONN TO WALL SHEATHINGREFDOUBLE TOP PL) " -4`- -0- SHEAR WALL SCHEDULE 2x STUDS @ 16"OC POST REF PLAN 2x STUD WALL SOLE PL REF PLAN WALL STUDS REF PLAN SHEET NUMBER: 12 DRAG TRUSS CONNECTION TO SHEAR WALL 9 1 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" 7. 16-TI00 S7•% 16-T100 S7.1 16-1100 S7.1 16-T100 S 7 ■ 4 2x BLK'G 0.162 x 3 PRE MANUF ROOF PRE MANUF ROOF �' `_ :° 2x"TOE-N W/0S6"OC TRUSSES, SEE PLAN TRUSSES, SEE PLAN - aG @FOR TYPE&SPACING FOR TYPE&SPACING -,,..04.:- TO 4 TO TRUSS ROOF STEP 0.131 x 2 1/2"@ MEMBER TRUSS PER PLAN GIRDER/DRAG TRUSS ' �k F 6"OC 2x6 OUTLOOKER fPERPLAN � ,,--- FLAT "FLAT @ 24"OC FROELICH I r ,,.� 14( )i( � ..�,,..� ENGyINEERS1 I 4 „.. ,..” MAIN OFFICE: DRAG TR S OR GIRDER �'' " "� 6969 SW HAMPTON ST TRUSS REF PLAN ,,,�'""� ."'""r PORTLAND,OREGON 97223 EDGE NAILING 00."."�'� ,,,,,""" (503)624-7005 0.131 x 21/2"@ 4"OC BEND OFFICE: TO OUTLOOKER —0-- CONT ROOF OVERFRAMING 745 NW MT WASHINGTON DR CONT ROOF OVERFRAMING SUITE#205 I SHEATHING PER 5/S7.1 SHEATHING PER 5/S7.1 BEND,OREGON 97701 /•/ I/ /// �i/ /// �, ///"/// /,/ .�^ "�. �'" froelich-engineers.com X /- PRE MANUF ROOF TRUSSES Y;_ _ EDGE NAIL " ;��+,,,, EDGE NAIL " .11A_ r",,,. PRE MANUF ROOF (0.131 x 21/2 @ ,. 2x BLOCKING BETWEEN (0.131 x 21/2 @ �.>''' 2x BLOGKING BETWEEN TRUSSES JOB# 16-T100 TRUSSES BY OTHERS 6"OC) �,,..,"'''"� TRUSSES W/(2)ROWS 0.148 6"OC) �,,..„...""� W/(2)ROWS 0.148 x 3”NAILS @ 12" 2x6 BLOCKING @ ,.'''' x 3"NAILS @ 12"OC TO ",,,..0 OC TO GIRDER TRUSS 48"OC(1)BAY �,,,�'" GIRDER TRUSS , ..►,,..,,.�" , ��CT(1 i7 �� 2x6 DF#2 LEDGER W/(2) flil '— °I IN \ ,,G';:',1 �?- ROWSOF0.162x31/2 '� �� 'S' C%+ TRUSS MANUF TO :�, I I C� • NAILS @ 6"OC TO 2x BLK'G PROVIDE 2x BLK'G -""'-. C 1 v MEMBER FOR PRE MANUF ROOF TRUSS HANGER BY \... PRE MANUF ROOF , y%'....- ROOF STEP TRUSSES, SEE PLAN FOR MANUF TRUSSES, SEE PLAN FOR --• .'+ TYPE&SPACING TYPE&SPACING �j' �`EGCN�e� 2x STUD WALL ,"'i�.�`' WALL SHEATHING IEXP!RES: 127,-;07 1 PER PLAN&SHEAR ;/ WALL SCHEDULE 19 ROOF CONNECTION AT STEP 16 TRUSS AT WALL 13 TRUSS TO GIRDER / DRAG TRUSS SCALE: 1"= 1'-0" SGALE: 1"= 1-0" SCALE: 1"= 1-0" 57.2 16-TILL S7•2 16-T100 S7•2 16-1100 SHEAR LOAD=520 LBS I ..-o-- --,./k-- -,/L- ' s 2x BLOCKING BETWEEN TRUSSES TO RECEIVE THE ROOF EDGE NAILING X PRE-MANUFACTURED TRUSSES I He @ 24 OC ATTACH TO WALL& CO �1 I— GIRDER TRUSS W/SIMPSON H1 /� ," /� v< W PLYWOOD EDGE NAILING /'1 A ° o o =- 1111r-e- •:— —o— =e- • .e. ROOF SHEATHING SEE �,,,,,r""'"~ PLANS �'°"�' 0 �',•/'„ C.,7 Q .-, rAA \\_. CONT DBL TOP PL r r,",..''"� — W U7 Ct0= SIMPSON STRAP PRE MANUF (% W co CI 0 PER PLAN TRUSS BLOGKING PANELS BY ROOF TRUSS 8 TRUSS MANUFCD SHEAR WALL PER d J W N.O PLAN a.162 x 31/2"@ cc J Z Co „,,, ••"-- 8"OC — WW � O > W GIRDER/DRAG ,,.„�"'” W 0= u� TRUSS PER PLAN 6 ��,,,.r""'" W , Jr p N N W (2)2x6 POST �♦ .� �' ti W Q SHEAR WALL SIMPSON H1 ANCHOR AT L.L.. W t- 2 m EDGE NAILING EACH TRUSS st CONT DOUBLE TOP PL SHEATHING,SEE SHEAR ` SEE DETAIL 3/S6.1 FOR PERMIT WALL SCHEDULE SPLICE 2x STUDS @ 16"OC TYP SUBMITTAL 1 17 DRAG / GIRDER TRUSS TO WALL 14 TRUSS BLOCKING TO WALL SCALE: 1"= 1-0" SCALE: 1"= 1'-0" 57.2 016-1100 \7.2 16-T100 `�.. CONT DBL TOP PL REV DATE ISSUE TITLE 2x STUD WALL PER PLAN 2x4 FIAT BLKG BETWEEN STUDS CS16 x AS SHOWNJr RIDGE BLOCKING ROOF EDGE NAILING TO 2x CONT FROM DBL TOP PL PER 4/S7.1 BLOCKING BETWEEN TRUSSES TO 2x4 FLAT BLKG SIMPSON LSTA18 48"OC PROJECT MANAGER: CN •"�'�►�"�- CENTERED BETWEEN TRUSSES CONT DBL TOP PL ��" �� ` 1'`N., ROOF SHEATHING DESIGNER: YS ,,�' *�4�r„ PER PLAN DRAWN BY: FCE-ENG-4 PROJECT NO: 16-1100 . — —•�. -z - r -� '�. • -•"- .---.- ''��+ w DATE: 02/15/2017 1 1�', SCALE: AS SHOWN 'S. ROOF TRUSS .ter- ---- PER PLAN s 12 PLEX BUILDING — DOWNHILL I —,/`— --,r-- —v\--- -4— —,N— 400.- SIMPSON H1 CLIP SHEET TITLE: AT EACH TRUSS 2'-0" , 4'-0" / CONT DBL TOP PL ROOF FRAMING STUD WALL DETAILS PER PLAN w SHEET NUMBER: 18 SHEARWALL CONNECTION AT DOUBLE TOP PLATE STEP (-15 ROOF TRUSSES TO BEARING WALL Ten1"- = 1'-0" SCALE: 1"= 1'-0" S7.2 16-T100 57.2 16-1100 S 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) - 0 4 --a - - UNIT COUNT TOTAL ACCESSIBLE TYPE B UNITS PROVIDED \ /r TOTAL TYPE B - BLDG BASEMENT FIRST FLOOR UNITS REQUIRED NOTES BLDG \ / UNITS NOTES THERE ARE A TOTAL OF 141 APARTMENT UNITS BLDG BIKE PARKING BASEMENT FIRST FLOOR \ / PROVIDED , ON THIS SITE.PER OSSC 1107.6.2.1.1,AT LEAST 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. — {D A 0 1 1 CLUBHOUSE BUILDING A 0 1 \� / 1 2%OF UNITS ARE REQUIRED TO BE TYPE A. A 0 CUSTOMER COMPARTMENT REACH RANGE MUST BE B 4 4 8 B 4 3 // 7 THEREFORE, 3 UNITS(141 X.02)ARE REQUIRED. WITHIN 48"AND 28"AFF.SEE 4/A8.04 FOR ADD INFO. C 2 2 4 C 1 2 \� 3 WE HAVE DESIGNATED 4 UNITS AS TYPE A. C 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL - � � D 0 4 \/ 4 BASEMENT LEVEL ARE GARAGES D 6 - D 0 4 4 BASEMENT LEVEL ARE GARAGES /\ BLDG TOTAL TYPE A UNITS PROVIDED SERVICE THAT MAILBOXES COMPLY WITH USPSi» E 0 7 7 BASEMENT LEVEL ARE GARAGES E 0 4 / \ 4 BASEMENT LEVEL ARE GARAGES E 16 REQUIREMENTS. ALL MAILBOXES SHALL BE AF F 0 7 / `� N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING BASEMENT FIRST FLOOR F 16 FLORENCE 1570-16SDAF. F 0 7 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING G 0 4 // \ N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING G - 6 Otak Architects, Inc G 0 4 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING H - _ _ - _ _ - 1 ,/ `� 1 A NO BASEMENT 0 3. SEE SITE DEVELOPMENT SET FOR ADDITIONAL INFO. 808 SW 3rd Ave, Suite 300 BASEMENT LEVEL IS NOT SERVED BY ACC PATH FROM PARKING H 6 H \`2 = _ 17:' 2 2 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING J _ _ - _ _ 3 / \l 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. (OSSC 1107.7.4) F 0 0 00000000 ACCESSIBLE PATH G 0 0 H 0 1 River Terrace East J 0 1 SW Roy Rogers Rd. Tigard, OR 97223 .. - ,-- TRASH ENCLOSURE- _ - - - - - / i i SEE TRASH ENCLOSURE - _ _ ---- _ _ --_ _ _ - __ - - �_ - TRASH ENCLOSURE- / �, DRAWING SET —_ _ - �____ _-.._ _ _ _ - _ -. --- - - —__------� �- - - ` ~`-'.....-----.__-.._ _ SEE TRASH ENCLOSURE :: i _ -`�__ -- ---_'�_ - _ DRAWING SET ----` -' \�,Q, / ___ _ -'._......___ _-- - C _ L ��0' I' - -., r -1 _ __________I_ / __,......___----------7;7 •urate / f ".r C \ i� ! riiii42'-10112" BLDG HIIIIII _ �-� NP 1/4‘ r !:� : ! ,�■■ West Hills ��Q NS �,,.-' C�� ! .....1 C �� 12 PLEX UPHILL ...- ..0 �� SOPS - �� C '...`_ BLDG F ...� Development .04r ��E o�`A,,- 1111111111111111111111--1111111.1.11- 21 PLEX a; 735 SW 158th Ave..., /" ! : C ! Beaverton, OR 97006 �,, . TRASH ENCLOSURE- . I � ! �� I ��' \ ,--- DRAWSEE ING SET SH CLOSURECnil ; I''� � � ��'� �i I 69'-011/4" � ! c I � i ;,.... /� \ ✓ ,� ' i,,if:: 1- BLDG D C '� \ �� BLDG B ! '�!��'� Ik �r22 PLEX � 12 PLEX DOWNHILL C , 1 ) \ �,A� I �� 1::!'''''';- , r PICNINc , ........., i �� f l ! � ! COVERING I i / / C ! war 1 _‘ , ,, c _ .�� .ar._`:�\"VSEE CIVIL FOR .r•' ADA PARKING .jr C, WIt ! c�'n�� II I L I DETAILS \ CJI C ' I Ii I I'DOr/ C o ' ; °ILII®III�!IIII�IIIimu 1111 �. -p , ..-.1 I 111,WI altirima a i a to MI \ , 440' I= ' 111111P1111. 0 11111111111 1.1 Q Iv IL I'' BLDG A1M ��- II�tI�IILtII�'l. / * al � ap- I iv ,.,,__,n.,�, CLUBHOUSE �� z / ,,,,, , 011111111111 -- _I 1 \ 11111111b6 ---- .- Z - >, / ��sC"'"r `"• �'' BLDG E M i •1111�1�1'" 21 PLEX �t \� - :. . o �,,� ��tA�!x�'I��`i / • ;. BLD J 37240/‘ \��.,,r I 22 PLEX \ C11M °: i I BRIA R.FL E1E.R at Al 49' I '.o., •• MAIL BOXES C I I �� "� •1 75'-8 1/ " NM 1 • ° .o.. :° 64DG C , C , PORTlAR ,OR - \ \ \ :; I C `' 12 PLEX UPHILL 11111111Thmal"." ' t� Inn 0 I/ 4 4. MI OF 0- \ \ . s •• \ moo•= s 0.® . 71.._ Vis: I C / A . I ' Y '''. \\'\''''.1‘:1 • .: C • f IV' v v � •. � i C ° , I !RI.. IIMM BLD G °� ' C jil, vv v ,� " C 12 PLEX DOWNHIL C C Tr / ' N \\ \\ �' Pool :, E I C I \ii,INA\ co ,oma . AREA , C _ C �� ! ; Site Reference o = Q CDS �� C , \ \CO / \ \ \ 71-$/..1.. \ \ . ° ? , u=.f--� I. o C I I ; I Plan / \ '. -.....'''''''''''''' , . a L_J 1 ILIMIMME • /r/ '' - - I I I iiii I jj1.,•,/ MI 1 ' , c "5 �'t \ \\ C%a ,�• / r-it- \I I V A A \ iceV �. G� ��"`�, u� `"— ..„.,., ,=,,,.. ,, __e_------/ \\. , , --___.„_.....__ _ tp , ______ _ _ _ _ _ _ _ \ „,.,, . ...„-------- L A.` ''' ' -4, - "'''' "4 ':'4*ittafPali WU.,,,* 1 \ \\ 1-11r SEE CIVIL FOR CROSSWALK ' - - - - - - - _ \ -- ADA PARKING PAVERS, SEE • _ - ' - .11 \\ O DETAILS SITE DEVELOPMENT TRASH ENCLOSURE- _ - _ _ - I - - - _ 111111/11 \\ \ PACKAGE SEE TRASH ENCLOSURE PROPERTY-LI-NE \ 4 1., DRAWING SET N \\ \ I # Date Description oI \ Revisions \ Tr) \ FEBRUARY 15,2017 Date a \ \ I o \ m \\ BB, KB,SM w \\ Designed By au u Ell I WY,ZD,NM,NE a`i \ \ !- \ Drawn By BB, KJ tc \ an \ E \ Checked By E 17857 u o Project Number -0 v N 1 SITE REFERENCE PLAN p' 15' 30' 6--'-n"- - ---=---- 10' AO • 02 D A0.02 SCALE: 1"=30'-0" ......, C.) Sheet Number iii -) Copyright 2016 O ii If this drawing is less than 24"x 36",it has 4) been reduced.Scale accordingly. X C "�' GENERAL INFORMATION BUILDING "EXITING" - TABLE 1021.2(1 rol _ E_ AREAS: COUNTY PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 OCCUPANT LOAD EXITS REQUIRED EXITS PROPOSED _0 - - BASEMENT FLOOR PROJECT DESCRIPTION: MULTIFAMILY APARTMENT COMPLEX BASEMENT 13 2 2 _ GARAGE: 1,612 SF FIRST FLOOR 21 1 1 STAIR/EXIT PASSAGEWAY: 776 SF _ � __ FIRE SPRINKLER: 42 SF PROJECT ADDRESS: East side of SW Roy Rogers Rd.,Tigard,OR �. = STORAGE: 521 SF SECOND FLOOR 21 1 1 __ TOTAL: 2,951 SF BUILDING CODES THIRD FLOOR 21 1 1 Otak Architects, Inc FIRST FLOOR • 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) UNITS: 3,568 SF • ICC/ANSI 117.1 2009 • MECHANICAL, ELECTRICAL, PLUMBING AND ENERGY CODE NOTES: 808 SW 3rd Ave, Suite 300 ENTRY/STAIR/EXIT PASSAGEWAY: 611 SF • FIRE SPRINKLER CODE-NFPA 13R • EGRESS WINDOWS ARE LOCATED AT EACH BEDROOM,SEE WINDOW SCHEDULE,A1.11. Portland, OR 97204 DECKS: 258 SF • BUILDING EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM PER OSSC 903.3.1.2. Phone 503.2$7.6$25 TOTAL: 4,437 SF • EXIT ILLUMINATION&SIGNAGE PER CODE REQUIREMENTS(ELECTRICAL DESIGN BUILD) SECOND FLOOR BUILDING "CONSTRUCTION" DATA • ONE EXIT REQUIRED FOR BASEMENT,FIRST,SECOND OR THIRD STORIES WITH A MAXIMUM OF 4 DWELLING Fax 503.415.2304 UNITS: 3,568 SF UNITS AND 125 FEET MAXIMUM EXIT ACCESS TRAVEL DISTANCE STAIR/CORRIDOR: 576 SF CONSTRUCTION TYPE(S)USED IN BUILDING TYPE V-B DECKS: 258 SF BUILDING "FIRE DETECTION AND SUPPRESSION" TOTAL: 4,402 SF V-B ALLOWED PROPOSED THIRD FLOOR BUILDING HEIGHT(PER OSSC TABLE 503&504.2) 60'-0" 55'-0" PROVIDED REQUIRED PER TYPE/CLASS/OF CLASS/AREAS UNITS: 3,547 SF OF COVERAGE River Terrace East STAIR/CORRIDOR: 576 SF STORIES(PER OSSC TABLE 503 W/504.2) 3 3+BASEMENT FIRE ALARM SYSTEM YES YES DECKS: 258 SF OSSC 907.2.9.1 - TOTAL: 4,381 SF BUILDING "OCCUPANCY" DATA EXCEPTION#2 TOTAL BUILDING SMOKE ALARM SYSTEM YES YES-OSSC 907.2.9.2 PER OSSC 907.2.11 UNITS: 10,683 SF OCCUPANCY CLASSIFICATION GROUP(S) R-2-RESIDENTIAL ENTRY/STAIR/CORRIDOR: 2,539 SF S-1 -STORAGE AUTOMATIC SPRINKLER SYSTEM* YES YES-OSSC 903.2.8 NFPA 13R SW Roy Rogers Rd. GARAGES: 1,612 SF S-2-GARAGES CLASS I-LOCATED FIRE SPRINKLER: 42 SF STANDPIPE SYSTEM YES YES-OSSC 905.3.1 AT BASEMENT Tigard, OR 97223 STORAGE: 521 SF OCCUPANCY SEPARATION R-2/S-1, R-2/S-2,S-1/S-2: 1 HOUR COMMON AND DECKS: 774 SF VISIBLE ALARMS YES NO-OSSC 907.5.2.3.4 PUBLIC AREAS BUILDING GRAND TOTAL: 16,171 SF BUILDING AREA SUMMARY AUDIBLE ALARMS CAPABILITY TO YES-OSSC 907.5.2 THROUGHOUT SUPPORT OCCUPANCY GROUP 5-1 S-2 R-2 TOTAL FIRE EXTINGUISHERS YES YES-OSSC 906 NOTED ON PLANS ° BASEMENT 521 SF 1,612 SF 818 SF 2,951 SF *EXTERIOR DECKS/BALCONIES AND STORAGE ARE NON-RATED AND SPRINKLED FIRST FLOOR 4,437 SF 4,437 SF - OCCUPANCY VENTILATION REQUIREMENTS SECOND FLOOR 4,402 SF 4,402 SF FLOOR AREA(SF) REQUIRED PROVIDED THIRD FLOOR 4,381 SF 4,381 SF VENTILATION AREA(SF) VENTILATION AREA(SF) TOTAL 521 SF 1,612 SF 14,038 SF 16,171 SF UNIT 1.1 LIVING/KITCHEN/DINING 429 17.16 38.89 West Hills ALLOWABLE PER FLOOR FOR R-2 OCCUPANCY 22,522.5 SF(SEE NOTE) BEDROOM 146 5.84 15 NOTE: UNIT 2.1 Development elopment ALLOWABLE AREA PER STORY W/INCREASES:Aa=At+(At x If)+(At x Is) At=ALLOWABLE AREA PER TABLE 503=7,000 SF LIVING/KITCHEN/DINING 427 17.08 46.39 735 SW 158th Ave., If=INCREASE DUE TO FRONTAGE=((143 ft/286 ft)-0.25)(26/30)=0.2175 BEDROOM 128 5.12 15 Is= INCREASE DUE TO SPRINKLERS=2 MASTER BEDROOM 181 7.24 15 Beaverton, OR 97006 Aa=7,000 SF+(7,000 SF x 0.2175)+(7,000 SF x 0) Aa=7,000 SF+1,522.5 SF UNIT 2.2 Aa=8,522.5 SF NOTE: LIVING/KITCHEN/DINING 488 19.52 52.5 BEDROOM 141 5.64 15 TOTAL ALLOWABLE AREA PER BUILDING:25,567 SF MASTER BEDROOM 156 6.24 15 FIRE RATING REQUIREMENTS FOR BUILDING ELEMENTS - TABLE 601 UNIT 3.1 STRUCTURAL BEARING BEARING NONBEARING NONBEARING FLOORS ROOFS FRAME EXTERIOR INTERIOR EXTERIOR INTERIOR LIVING I KITCHEN I DINING 560 20.24 56.54 MASTER BEDROOM 144 5.76 15 V-B NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED BEDROOM#1 172 6.88 15 BEDROOM#2 188 7.52 15 FIRE RATING REQUIREMENTS FOR PARTITIONS UNIT 3.2 FIRE WALLS(OSSC 706): N/A LIVING I KITCHEN/DINING 530 21.2 55 FIRE BARRIERS(OSSC 707): 1 HR WHERE CONNECTING 3 STORIES OR FEWER MASTER BEDROOM 132 5.28 15 SHAFTS, EXIT ENCLOSURES,EXIT 2-HR WHERE CONNECTING 4 STORIES OR GREATER BEDROOM#1 172 6.88 5 7.5 PASSAGEWAY,OCUPANCY SEPARATIONS BEDROOM#2 172 6.88 7 FIRE BARRIERS(OSSC 707): N/A NOTES: INCIDENTAL USE AREAS 1. ALL BATHROOMS ARE MECHANICALLY VENTILATED,SEE MECHANICAL DESIGN BUILDING FIRE PARTITIONS(OSSC 708): DRAWINGS. DWELLING UNIT SEPARATION, 1 HR 2. REQUIRED VENTILATION AREA IS CALCULATED AT 4%OF THE FLOOR AREA. FIRE PARTITIONS(OSSC 708):CORRIDORS 1/2 HR ENERGY CODE REQUIREMENTSTO) 1 HORIZONTAL ASSEMBLIES(OSSC 420.3,711) 1 HR REQUIRED PROPOSED 4' 312'' • 4 OTHER WALLS INCLUDING WALLS SUPPORTING RATED HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE30% % BRIAN FLEENFR RATED PER OSSC TABLE 601 &EXCEPTIONS OF OSSC 711.4. MAXIMUM ALLOWABLE WINDOW AREA 17j133/V 0 DOORS SHALL HAVE THE FOLLOWING RATINGS: VINYL WINDOWS U_<0.35 U<_0.35 PORTLAl��, "�"y` • UNIT DOORS&GARAGE DOORS IN CORRIDOR-20 MINUTE DOOR LABEL • STAIR DOORS-90 MINUTE DOOR LABEL GLAZING SHGC(ALL TYPES) 0.4 0.4 MAX OF O • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION • SMOKE GASKETING AT CORRIDORS EXTERIOR SLIDING PATIO/DECK DOORS U<_0.35 U_<0.35 a EXTERIOR WALL RATING - TABLE 602 EXTERIOR DOOR(METAL FRAMING) U<_0.80 U 5 0.80 FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED CONSTRUCTION OCUPANCY GROUP R-2 c.1 ON FIRE SEPARATION DISTANCE(OSSC TABLE 602): TYPE OPAQUE DOORS U<0.70 U<0.70 X<5': V-B 1-HR WALLS ABOVE GRADE-WOOD FRAMED R-21 R-21 12 P1ex Downhill - Building G M 5'5 X< 10': V-B 1-HR WALLS BELOW GRADE R-7.5ci R-7.5ci r. 10'<_X<30': V-B 0 UNDER FLOOR INSULATION R-30 R-30 MIN id Code o X30': V-B 0 ATTIC CEILING INSULATION R-38 R-38 O a NOTES: SLAB FLOOR EDGE INSULATION R-10(2'-0"PERIMETER) R-10(2'-0"PERIMETER) 1. LOAD-BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH THE FIRE-RESISTAVE RATING REQUIREMENTS OF OSSC TABLE 601. HAZARDOUS MATERIALS REQUIRED PROVIDED CODE PROVISION NO HAZARDOUS CHEMICALS AND/OR MATERIALS ARE PRESENT OR HOUSED IN THIS BUILDING. ROOF CONSTRUCTION CLASS C CLASS C OSSC TABLE 1506.1 ACCESSIBILITY ATTIC DRAFTSTOPS 3,000 SF OR ABOVE SEE ROOF PLAN OSSC 717.4.2 ALL ACCESSIBILITY REQUIREMENTS ARE INTEGRATED RELATED TO THE BUILDING IN GENERAL AND COMMON EVERY TWO EXCEPTIONS#3 ELEMENTS AS WELL AS TYPE A AND TYPE B ICC/ANSI-2009 COMPLIANT UNITS IN THE NUMBERS REQUIRED BY THE a DWELLING UNITS, OSSC OVER THE SITE.ALL GROUND FLOOR UNITS ARE MINIMUM TYPE B ICC/ANSI ACCESSIBLE DWELLING UNITS co WHICHEVER IS PER OSSC REQUIREMENTS.TWO PERCENT OF THE TOTAL UNITS,THREE MINIMUM,ARE REQUIRED TO BE TYPE A Ni SMALLER ICC/ANSI ACCESSIBLE DWELLING UNITS PER OSSC. FOUR UNITS ARE PROPOSED TO MEET TYPE A ICC/ANSI u ACCESSIBILITY REQUIREMENTS AND ARE LOCATED IN BUILDINGS B,C, H&J. # Date Description .> MAXIMUM AREA OF EXTERIOR WALL OPENINGS (OSSC TABLE 705.8) PLUMBING FIXTURE COUNT REQUIREMENTS Revisions ct II February 15,2017 u) 0-3' >3'-5' >5'-10' >l0'-15' >15'-20' >20'-25' >25-30' >30' R-2:ONE EACH IS REQUIRED AND PROVIDED:WATER CLOSETS, LAVATORIES,BATHTUB OR SHOWER. (1) Date AUTOMATIC CLOTHES WASHER PROVIDED PER UNIT. O UNPROTECTED, NOT NOT 10% 15% 25% 45% 70% NO LIMIT y BB, KB, SM NON SPRINKLED PERMITED PERMITED Designed By ca UNDERGROUND & PADMOUNTED TRANSFORMERS PROTECTED NOTELPERMITED 15% 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT SEE CIVIL SITE DEVELOPMENT SET&PGE DRAWINGS FOR UNDERGROUND&PADMOUNTED TRANSFORMERS ZD ci ~ NOTE: SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND DEFERRED SUBMITTALS Drawn By • THIS BUILDING IS ALLOWED TO HAVE UNLIMITED UNPROTECTED OPENINGS PER EXCEPTION# it BB,KJ 2 OF OSSC 705.8.1;WALLS ARE NOT REQUIRED TO BE RATED PER TABLE 601 AND ALL SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE SHEETS t EXTERIOR WALLS HAVE A FIRE SEPARATION DISTANCE GREATER THAN 10 FEET. A0.01 &A0.02 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING PACKAGES. Checked By 17857 o RADON DETECTION Project Number m SEE MECHANICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 1812. CARBON MONOXIDE DETECTION D ■ �'". o SEE ELECTRICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 908.7. Sheet Number hi Copyright 2016 If this drawing is less than 24"x 36"it has Sicu been reduced. Scale accordingly. CODE LEGEND 0 ®, EMERGENY EGRESS PATH, �\ \�\ MINIMUM WIDTH OF EGRESS PATH IS 3'-0". PROVIDE 1 -_-- FOOTCANDLE LIGHT AT FLOOR -___.--..7. -,.:-__-- ,r7777% . LEVEL. DO NOT EXCEED MAX TO $_ T MIN ILLUMINATION UNIFORMITY = __ , �� 45, _ $„ RATIO OF 40 TO 1. EMERGENCY 27 - 0'� 33 - 0t� 24 - 0„ 27 - 0�� 25 - 0�� 361 -6 LIGHTING TO BE PROVIDED BY Otak Architects, Inc EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL EXIT TRAVEL BATTERY BACK-UP. DISCTANCE DISTANCE DISTANCE DISTANCE DISCTANCE DISTANCE DISTANCE 808 SW 3rd Ave, Suite 300 4.- - OM NEM 1119111MEMERGENCY EGRESS PATH Portland, OR 97204 �. \::, `� ( 5' - 2” , ...... �': I� EXITING PER EXIT Phone ' 4 OCCUPANTS 503 287 6825 WATER/ FIRE — ..__, _ .. --- , _... , O LOCATION Fax 503.415.2304 r isEXIT TRAVEL1 �, — ,` SPRINKLER /' \ ( I DISTANCE ,� ' ,i D S CE I ,� FEC FIRE EXTINGUISHER CABINET OLF 300 \ f 8 ,-:..--,----;---/- 2-1-r- _.:.,.., _ F' ;; . " \ ; n \ ter \ i , ! ii WITH FIRE EXTINGUISHER 1 OCC 1 34 SF ti I I \ \ / I i i \ I1 i i� \ - I ( i i f rt UNIT 1.2 OLF OCCUPANCY LOAD FACTOR , \ \/ . .,, �� '.... ___ ......._. _.. 1 ,..; i _ -_-- ----._. .._. I ( OLF 200 OCG OCCUPANT LOAD River Terrace East 1 I i \ r \ I UNIT 3.2 / _ _`_. 1 .•. �N — �\I / — .\I I ( I OLF 200 613 SF 4 OCC I II C �' 1 `'\ / EXIT SIGN = 6 OCC �" 1 1 ! 1 :' i 17Th GARAGE 2 GARAGE 3 GARAGE 4 GARAGE 5 GARAGE 6 ""1 � I I - � PVIDEIDT230SF ' I- ' ` - igi E CORRIDOR PASSAGEWAY. 60 MINUTE AT EXIT Tigard, OR 97223 11 i PROVIDE 2-HR RATED FIRE f" t ' IE = -_' ;;I BARRIER.PROV{DE 90 M!N RATED Ii; i —AMP 11111•11•91111111111010 1111111 /MO =Mr L r' i .��_.� ,�._. .`��. ..>.,., _,. .... iri,1 L : >_.°---�d� .�� T......b . = I �... � L .�- -- � CE DOORS L mm ill .'0 I CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE TOP ;,/ iik, CORRIDOR 1�:.AIL , .,, I l • CORRIDOR Ili 1,1 OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE FEC UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE AND L.. STORAGE i,: o - -�— _., ,.__ --� —.,�, ,--2-4-„i (� "— µ -€-±- SHALL BE SECURELY ATTACHED THERETO. FIRE BARRIERS l i i 3 ''s 7 i _ .. _._....-- t--._.._i..-_ �.__..__-. 'Z i i { g i i E(.... e l \: - 0" �, i41' SHALL BE CONTINUOUS THROUGH CONCEALED SPACES s -I jj • - . j; I; �; . OLF 300 'E LII 1 , __ / �- 3 STAIR :._. 1_ f" - ___/-"' L_ - • ' .j ' �' , EXIT TRAVEL OCC v _..__ -OF THE ;- :. ' f , _ �:: FLOOR CEILING SHALL TO THE FIRE- . DN �" ._, , _' ;., ; - DISTANCEE LING ASS 111 SF I I �` UP 1 RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING STORAGE -1,. - (� OLF 300 ----- 43 - 0 _ SSEMB Y AB D SHALL BE SECURELY ATTACHED .., . : EIXT TRAVEL i i - I ._. L � THERETO. . w 1 I 1 _ - West Hills 1 OCC DISTANCE `-- 1 - - 84SF BIKE STOR - - - =- J i, 11 ..� I' _Ell `\ r .f ..._ ' li 3 Development STORAGE OLF 300 I -� I � UNIT 1.1 UNIT 2.1 ,. UNOCC UNOCC UNOCC Li UNOCC UNOCCUPIED 1 OCC I 2 OLF 200 ' 735 SW 158th Ave., OLF 300 CRAWL CRAWL CRAWL1,..._......__ CRAWL CRAWL SPACE I OLF 200 _ _ Beaverton, OR 97006 68 SF• _ 4 OCC SPACE SPACE SPACE SPACE _ 1 5 OCC • 1 OCC - • �.-.-. -- 628 SF 50 SF g _ �_ I9S F UP - ;' : J STAIR 0 , STORAGE BIKE STOR r - __ r. .._. OLF 300 OLF 300 i a 1 OCC 1 OCC ! il E 3: 57 SF 69 SF • - DE BASEMENT OCCUPANCY 119 3 12 PLEX (DOWNHILL) - SECOND' FLOOR CODE [SECOND4,437 SF 1 12 PLEX (DOWNHILL) BASEMENT CO - FLOOR OCCUPANCY = 19 A0.12 SCALE: 1/8"= 1-0" TOTAL BUILDING OCCUPANTS = 76 A0.12 SCALE: 1/8"= 1'-0" 45' - 8" EXIT TRAVEL ICC TYPE B UNIT 45' - 8" DISTANCE EXIT TRAVEL ry DISTANCE ..._ .... . C1i 01 a 45' - 2" rillif w=_ ...,: EXIT TRAVEL I --- � _... _ ._._....... ... ......... &'44111likifi3721ihi40 jelljeli BRIAN R.FLEENER EXIT TRAVEL i .. _ _ .__...._ L .�. - .:. _ - _ .� .__, I - - - 1 - DISTANCE 1 DISTANCE I _ • /11P/d�-0 w :� . ORT UNIT 3.2 - B _ ..... P i?, R • r 1 UNIT 1.2 - B UNIT 3.2 ` r UNIT 1.2 OLF 200 i .:. OLF 200 • ` OLF 200 6 OCC III . 1 4 OCC ' 6 OCC ; 4 OCC I 1159 SF ,-L 613 SF 1159 SF ;_ I :: ''' 613 SF G .„tee..-..'P... ....... '� -� ' p3 : - ' , I l,- �] _w ,. •I \, .1 ).--7! 1 I 1)......... 1 Z....11 t I Irl 01 F L 3 �; T _ 12 Flex Downhill p _., I N E li -� - j lt" i I Code Plans ra r L 1 i \ i yy r t i....;„•.,-, 11:I _ s.........; \ -._.1, rri' a \ H__.,� ' ,/ I'�: I ,_ • ��_.... r/ �^ 1 r^ ,`...-I. '� T- 1 J i ill r N ti -... - , i i f �i 't 1 , LL�LL�L °- L 03 \\1--,..,„ ? \CORRIDOR FEC %•,CORRIDOR41-4 4.. . . _[ , � FEC l . . ;,,.......e.. .. ,_ a eww,x )c) i f - ! , r E { 7 �► t I i ij 1 i r... i G._.� L --- I - STAIR ;L -- t j r �: t +I r I II:: % i,II 3 I I I ' �� ,: I , [ :, i a L 1 3 .. DN i r _77:7i I I , - - - � L II i EIXT TRAVEL '� t` € •;II • N 1 t - ' • 0 7 Plan Check Responses : I J i � it I DISTANCE J `\. : '. ; _ �, r j r §:_ \, ; -_....___ # Date Description 2 7 o 71. E I � 1-. -� i 1`�- UNIT 2.1 i It 1 UNIT 1.1 Revisions I UNIT 2.1 - B i4 I UNIT 1.1 - B : ;i I 1 gg 1 I OLF 200 i I OLF 200 I February 15,2017 1.1 1 OLF 200 I OLF 200 1il ,.= J d I. 5 OCC 4 OCG Lill I Date v i 5 OCC _.._ _ ...�I 4 OCC E; i 1 1 910 SF ' 1 628 SF...► 637 SF - - - J �._.__... PE i �L_,.r I . KB, SM - ...� 909 SF - - W r — UP k' / a - - - - J Designed By OPEN EXIT TRAVEL €.� ZD ro _.-, .:_ DISTANCE .. .. Drawn c r - f. I^1 wn By BB, KJ ars) 1 L_.<'' 1 El 1 41' - 0" 41' - 0" Checked By c 49 EXIT TRAVEL EXIT TRAVEL 17$57 DISTANCE DISTANCE 03ProjectNumber cr c gi 2 N H I LL - FIRST FLOOR - CODE FIRST FLOOR OCCUPANCY= 19 4 12 PLEX (DOWNHILL) - THIRD FLOOR - CODE THIRD FLOOR OCCUPANCSF Y 19 AO . 1 2_� 12 PLEX (DOW ) 0 A0.12 SCALE: 1/8"= 1'-0" A0.12 SCALE: 1/8"= 1'-0" Sheet Number Copyright 2016 O LT: If this drawing is less than 24"x 36",it has Art been reduced.Scale accordingly. co (1)LAYER 5/8"TYPE'X' BRICK VENEER, SEE EXTERIOR / ASSEMBLY NOTES 0 --_ -cio_ -- GYPSUM BOARD I ELEVATIONS FOR TYPE , 1"MIN AIR SPACE AT BRICK, Ii MORTAR AND WATERWAY 11 MM MINIMUM 1/2"GYPSUM BOARD �, ; , RESILIENT CHANNELS AT 24"OC "�4 j 1"MIN AIR SPACE AT BRICK i SYSTEM AT STONE DRAINAGE MAT _ ® �; ► SYSTEM AT 1. SEE STRUCTURAL FOR SHAR WALL LOCATIONS-ADD SHEATHING TO �� 3 1/2"UNPAGED FIBERGLASS Jr WEATHER RESISTIVE BARRIER j / WEATHER RESISTIVE ASSEMBLY AS REQUIRED BY STRUCTURAL ENGINEER.WHERE ANON-SHEAR WM FIBER CEMENT BOARD SIDING I WALL EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, PROVIDE _ �� I BATT INSULATION IN OPPOSITE - WOOD SHEATHING SEE STRUCTURAL BARRIER ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR WALL TO PROVIDE .,..,„:n - ► r — STUD WALL CAVITY FROM a • 5/8"TYPE'X GYPSUM SHEATHING CONTINUOUS FACE OF FINISH. � WOOD SHEATHING i / WOOD SHATHING, SEE -=_= STORAGE �� CRAWL SPACE • '� ` EXTERIOR R-21 FIBERGLASS BATT INSULATION, I STRUCTURAL �! INTERIOR ' NO INSUL AT GARAGE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER 2014 OREGON STRUCTURAL Otak Architects Inc , Ill WOOD SHEATHING,SEE i 2 x 6 WOOD STUDS, 16"OC I / R-21 BATT INSULATION SPECIALTY CODE SECTION 718. ' ' STRUCTURAL ��. _ 2 x 6 WOOD STUDS, 16 OC ' -�•— MAX,SEE STRUCTURAL 808 SW 3rd Ave, Suite 300 ` ' 2 X 6 WOOD STUDS, 16"OC • �� 5/8"'TYPE'X'GYPSUM BOARD +► MAX UNO,SEE STRUCTURAL 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN WINTER)OF DOMESTIC Portland, OR 97204 �� MAX UNO OTHERWISE �� 2x6 WOOD STUDS, 16"OC T" WATER PIPES AS REQUIRED TO PROTECT PIPES FROM FREEZING. �. CALCULATIONS OF RATING USING OSSC SECTION 722.6: //: MINIMUM 1/2"GYP BD Phone 503.287.6825 �� ► MAX UNO SEE STRUCTURAL i �� a� 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES BRICK VENEER OR EXTERIOR 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND FINISHES AS REQUIRED FOR FaX 503.415.2304 - 5 1/2"UNFACED FIBERGLASS �► PLUMBING ACCESS PANELS. _� 1 5/8"TYPE'X'GYPSUM BOARD 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES ,40orr : MANUFACTURED STONE BATT INSULATION �� 1 MINIMUM RATING FROM INSIDE 60 MINUTES o / 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 CRAWL SPACE WALL - NON-RATED ► 1 ( 5/8"TYPE'X'GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES EXT WALL - BRICK OR STONE - NON-RATED EQUIPMENT. • 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 ASSEMBLY: NA FIRE:NR STC:NA MINIMUM RATING FROM OUTSIDE 60 MINUTES ASSEMBLY:NA FIRE: NA STC:NA PENETRATION FIRESTOP SYSTEMS AS REQUIRED BY CODE AT ALL River Terrace East GARAGE < > UNIT (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) ELECTRICAL,PLUMBING,AND MECHANICAL PENETRATIONS IN FIRE-RATED CORRIDOR UNIT 15 EXT WALL - BRICK VENEER - 1-HR RATED P LE-MFRER TRTYPE'X'OTHERS ASSEMBLIES,SEE A8.11. 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 UNIT STAIR &GAWP 8105 3 LAYERS 5/8"TYPE'X' WALLS, SEE 17/A8.11 & 18/A8.11. FIBER CEMENT SIDING,SEE .--.. GARAGE < > STAIR EXTERIOR ELEVATIONS FOR GYPSUM BOARD SW Roy Rogers Rd. il, TYPES AND COLOR 7/8"METAL HAT CHANNEL Tigard, OR 97223 GYPSUM 1/2" CORRIDOR < > STAIR ORA VER EAT DRAINAGE SYSTEM /[ RRING24UO.0 g � GYPSUM BOARD OVER WEATHER RESISTIVE BARRIER • WEATHER RESISTIVE BARRIER 21 E PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT INSULATION WOOD SHEATHING,SEE STRUCTURAL 2x4 WOOD STUDS, 16"OC MAX )r` UNO,SEE STRUCTURAL • 5/8"TYPE'X'GYPSUM SHEATHING 21 I OMIT BATT INSULATION AND RESILIENT CHANNELS-USE GA FILE WP 3510 i R-21 FIBERGLASS BATT INSULATION \ \ \ \ \ \ \ \ \ \ \ ) ..'''''''\ I ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) INTERIOR i EXTERIOR 2 x 6 WOOD STUDS, 16"OC ►�rl (SEE WOOD DECKING, MAX,SEE STRUCTURAL 21C OMIT BATT INSULATION ;- 40--.mi-At 5/8"TYPE'X'GYPSUM BOARD _ , . .. , - L PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT PT WOOD JOISTS,SEE CALCULATIONS OF RATING USING OSSC SECTION 722.6: STRUCTURAL 25B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS 21 INSULATION&OMIT RESILIENT CHANNELS(USE GA FILE WP 3510-SEE I 8B ASSEMBLY GA RC-2602-1-HR RATED(2)LAYERS TYPE'X'GYPSUM BOARD ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES 25A INTERIOR WALL - FURRING 21A INTERIOR WALL - 1-HR RATED 2 X 6 FRAMING ATM 16" O -PERFROTABLE 22 6 2(2) 6020 MINUTES MINUTES 8A ROOF/ CEILING - 2-HR RATED - STAIR 4 FLOOR - NON-RATED - EXTERIOR DECKS ASSEMBLY: NA FIRE: NA STC: NA ASSEMBLY: GAGFILE 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 - - 1 8" f 5/8"TYPE'X'GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES West Hills 5/8"TYPE'X GYPSUM BOARD 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES FLOOR FINISH PER Development �� ► MINIMUM RATING FROM OUTSIDE 60 MINUTES FINISH SCHEDULE �'�� + 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) CONCRETE SLAB WI 1 1/2"GYPSUM CEMENT ."�� 2 ( REINFORCING, SEE ' ►♦ ' RESILIENT CHANNELS AT 24"OC UNDERLAYMENT �' 4 j� 14/ EXT WALL - FIBER CEMENT - 1-HR RATED ` ° STRUCTURAL 735 SW 158th Ave., MINIMUM 112"GYPSUM BOARD I _ 4 "' ' WOOD SHEATHING, SEE Beaverton, OR 97006 � F. !J ASSEMBLY:OSSC SECTION 722.6 FIRE: 1-HR STC: NA = = — — — ---- � STRUCTURAL 3 112 UNFACED FIBERGLASS �► &GA WP 81052.._._/;_, ___. , . __ . . BATDINSULAT O I OPPOSITS °• - 12"THICK CONCR E - — ==-- — - � _-- .. STUD WALL CAVITYFROM =; �� ' / \/ �.,� �� WOOD SHEATHING y / /` X7-------------.. ' / 2 X 4 WOOD STUDS 16' OC ► I' ► °- = / , WOOD JOISTS,SEE STRUCTURAL MAX UNO OTHERWISE ��' .� '� WOOD SHEATHING,SEE TJI FLOOR ASSEMBLY ► •� ► STRUCTURAL 6-44 , , 4. •,a J — 2 LAYERS 5/8"TYPE'X' �� ..� .. _ -, - ( �/ ►=� ,X, ) GYPSUM BOARD ►�!111� � • L - ;4a LATI . � ��\ ` �a 4°_,• � CALCULATION OF RATING USING OSSC SECTION 722.6: •''� ' \ 2 x 4 WOOD STUDS, 16"OC ` «► (2)LAYERS 5/8"TYPE'X'GYPSUM BOARD- 80 MINUTES ' . . MAX, SEE STRUCTURAL • «� : 4`. - 2X WOOD FLOOR FRAMING AT 16"OC MAX- 10 MINUTES ' • ••' MINIMUM RATING FROM BOTTOM 90 MINUTES 24B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS UNIT UNIT •• ;• - ._ 4. 7B WITH R-38 FIBERGLASS BATT INSULATION &2 LAYERS 1/2 TYPE'X'GYPSUM BOARD. 24N 20 WALL - NON-RATED 20 FIRE PARTITION - 1-HR RATED 13 CONCRETE RETAINING WALL 7A FLOOR - GARAGE OVER CRAWLSPACE 3 FLOOR/CEILING - 1 HOUR RATED - CORRIDOR ASSEMBLY: NA FIRE:NR STC: NA ASSEMBLY: GA WP 3370 FIRE: 1-HR STC:54-55 ASSEMBLY: NA FIRE: NR STC: NA ASSEMBLY: NA FIRE:NR STC: NA ASSEMBLY: OSSC 722.6 FIRE: 1-HR STC: NA NBC-W 13c 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" ''� j4 2X6 WOOD STUDS©16"OC, AT SHEET VINYL . `• _ SEE STRUCTURAL WOOD TREAD, SEE 1/4"ACOUSTICAL SOUND MAT I �,—�— BRICK VENEER,SEE EXTERIOR , - ° ELEVATIONS FOR TYPE STRUCTURAL UNDERLAYMENT AT SHEET VINYL ONLY 2 X 4 WOOD STUDS, 16"OC "� R-21 FIBERGLASS BATT ‘414111111!-- WOOD SHEATHING,SEE STRUCTURAL (#.115°111) — ,_ INSULATION ►`� firTA MAX UNO H 1"MIN AIR SPACE AT BRICK °` CARPET&PAD WOOD 1-JOISTS,SEE STRUCTURAL 444, 0 Vet - �� 1 AIR SPACE �� ii, BRIAN R.FLEENER al 5/8"TYPE'X'GYPSUM BOARD • a ." WEATHER RESISTIVE BARRIER _• • - - - "�` R-38•+"� �:- WOOD SHEATHING,SEE STRUCTURAL • _ BATT INSULATION GA AT SECOND / j I FLOORS BETWEEN GARAGES AND UNITS • �!gal�' • i (2) LAYERS 5/$"TYPE'X'GYPSUM -' CONCRETE RETAINING WALL, i STRINGERS-SEE i AND AT EXTERIOR BAYS ONLY-NO 3 1/2" ,iir 7 SHEATHING :- SEE STRUCTURAL il�, STRUCTURAL BATT INSULATION AT THESE LOCATIONS ViAND,OR R-21 FIBERGLASS BATT INSULATION _ a _ — _— " BELOW GRADE 31/2"UNPAGED FIBERGLASS BATTI' 2 x 6 WOOD STUDS, 16"OC MAX, . .` ;- - - WATERPROOFING = �„ „ 7 INSULATION(BETWEEN UNITS ONLY} O. .,'I SEE STRUCTURAL SUPPORTED SILIENT CHANNELS ► I, _ RESILIENT CHANNEONRELS 16"OC MAX AT 24" - ".41117.,:' I BOARDERS 5/8"TYPE'X'GYPSUM OC JOISTS AND 24"OC AT 16"OC JOISTS aj t. INTERIOR : EXTERIOR e a ADRYVVALL TTACHED SCREWS,JOISTS WITH 1 1/4" a BOARD, OMIT AT 2 N MINIMUM 112 GYPSUMIP IA! ( }LAYERS M NMUM 1/2 TYPE'X'GYPSUM ' CONCEALED SPACES / BOARD.AT EXTERIOR BAYS USE MINIMUM Construction 1/2"TYPE'X'GYPSUM SHEATHING INSTEAD cN Q 23B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS FOR ALL LAYERS,SEE TYPE 2C BELOW FOR Assemblies ADDITIONAL INFO riii` 23 ERIOR BAY LOCATIONS AND 5/8"TYPE INTERIOR WALL - 1-HR RATED 17 EXT WALL - BRICK VENEER - 2-HR RATED 12 EXT WALL - BASEMENT - NON-RATED 6 STAIR - NON-RATED 2c X'GYPSUM SHE-38 ATHTT G INST AD OF 5/8"TYINSULATION AT PE 8i GYPSUM BOARD&FIBER C MENT SOFFIT PANEL OUTER LAYER WITH 1 X 3 FIBER CEMENT BATTS AT SEAMS&EDGES. C ASSEMBLY:GA FILE WP 3510 FIRE: 1-HR STC: NA ASSEMBLY:GA WP 8415 FIRE:2-HR STC:NA ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:NA FIRE:NR STC:NA 0 a. 2B R-38 FIBERGLASS BAIT INSULATION AT GARAGE CEILINGS. CLASS C ARCHITECTURAL GRADE COMPOSITION 2A FLOOR/CEILING - 1 HOUR RATED - UNITS 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 TYPES AND COLOR ASSOCIATION, INC ' „ x--- — x_____, RAINSCREEN DRAINAGE SYSTEM FLOOR FINISH PER ,, ,, • OVER (2)LAYERS 5/8"TYPE'X' 'r`r • E- BARRIER EATHER RESISTIVE ROOF SHEETING,SEE FINISH SCHEDULE • GYPSUM BOARD , I STRUCTURAL CONCRETE SLAB(4"MIN) I`�-- FIBER CEMENT SIDING, SEE EXTERIOR WITH REINFORCING, SEE 2 07.13.17 Plan Check Responses •a WEATHER RESISTIVE BARRIER N� 'f I ELEVATIONS FOR TYPES AND COLOR '" ` I RESILIENT CHANNELS AT 24"OC r--�� WOOD SHEATHING,SEE STRUCTURAL ami PREFABRICATED WOOD # Date Description y i WEATHER RESISTIVE BARRIER STRUCTURAL Revisions > ROOF TRUSSES,SEE ' / k' 10-MIL VAPOR RETARDING 1 :� / RAINSCREEN DRAINAGE SYSTEM OVER E STRUCTURAL a — _ MEMBRANE 1;, �,, 5 1/2"UNFACED FIBERGLASS WEATHER RESISTIVE BARRIER i. R-21 FIBERGLASS BATT 4:4 - , . February 15,2017 co ;' /'' .- ' BATT INSULATION ':L-`� WOOD SHEATHING,SEE STRUCTURAL INSULATION(OMIT AT GARAGE) A 4- ' „> CRUSHED AGGREGATE Date 0 i (2) LAYERS 5/8"TYPE GYPSUM , ; -- 2 x 6 WOOD STUDS, 16"OC R-38 FIBERGLASS BATT ' DRAINGAGE LAYER PER MI WOOD SHEATHING,SEE '- r' SHEATHING MAX UNO,SEE STRUCTURAL a T INSULATION ••. o `,•• • •••� • • • • •• •` .�i SOILS REPORT BB, KB,SM tii l:. STRUCTURAL •-•r — R-21 FIBERGLASS BATT INSULATION Jr%� � . ' �'':. 1• o .. N; {•.- : .4 ' Designed By „ ';'•io c,•• ,• o i „• •ia^ ,• i'• •oo . UNDISTURBED SOIL/COMPACTED U I '"1, 2 x 6 WOOD STUDS, 16"OC MAX, I MINIMUM 1/2 GYP BD `" . • _.. FILL PER SOILS REPORT 2x6 WOOD STUDS, 16"OC - I SEE STRUCTURAL _ I i _ WY,ZD, DG MAX UNO,SEE STRUCTURAL _ I;'.I, (2)LAYERS 5/8"TYPE'X'GYPSUM 1/2"GYP BOARD AT UNIT _ NOTE: Drawn By '' r • BOARD ,I INTERIOR, ki �..- INTERIOR EXTERIOR NOTE:SEE ASSEMBLY 10 FOR STONE PROVIDE R-10 RIGID FOAM BB,KJ '- (2)LAYERS 5/8"TYPE'X' 1• WAINSCOT. SEE ELEVATIONS FOR • 5/8"TYPE'X'GYPSUM INSULATION AT FACE OF GYPSUM BOARD INTERIOR i EXTERIOR LOCATION&HEIGHT. WALLBOARD AT E CORRIDORS, EXTERIOR CONCRETE Checked By • FIBER CEMENT PANEL AT FOUNDATION FOR A DEPTH A 11 c OMIT SIDING&WRB AT INSIDE OF FIRE/WATER ROOM OF 24 MINIMUM. 17857 EXTERIOR LOCATIONS WITH Project Number OMIT INSULATION,FCP SOFFIT IN LIEU OF 1 X 3 FIBER CEMENT BATTS y UNIT STAIR 11 B 2 X 4 STUDS IN LIEU OF 2 X 6 STUDS AND NO INSULATION 5B 1/2"GYP BOARD AT EXTERIOR AT SEAMS&EDGES 1 B NO INSULATION AND 4"MINIMUM CONCRETE SLAB ON COMPACTED FILL ONLY AT UNIT PATIOS 4.--•- - 22 09 INTERIOR WALL - 2-HR RATED 16AEXT WALL - FIBER CEMENT - 2-HR RATED 11/1 EXT WALL - FIBER CEMENT - NON-RATED 5A ROOF/CEILING - 1/2-HR RATED CORRIDOR 1A SLAB ON GRADE - NON-RATED Al . 01 U 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 Sheet Number ai Copyright 2016 LE If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. N 0 - eV , 4.: ROOM FINISH SCHEDULE DOOR SCHEDULE ROOM NAME FLOOR FINISH/MATERIAL BASE FINISH I MATERIAL WALL FINISH I MATERIAL CEILING FINISH I MATERIAL, COMMENTS OPENING DOOR DOOR FRAME FIRE -kms --- --TYPE MARK LOCATION WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HARDWARE RATING COMMENTS BUILDING Al BUILDING ENTRY 3'-0" 8'-0" C STEEL PRE-PR WOOD PAINT 1 _ T_ 'E: D •S CORRIDOR/EXIST PASSAGEWAY CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A3 STAIR 3'-6" 6'-8" A SC-PHB PRE-PR MDF PAINT 2 60 MIN _DO•R 0___AGNETIC HOLD OPE a 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 S_ _ E F_CLO ING �" -= - FLOOR PLAN NOTES T - 7_,..--- - 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD -� AND EDGE OF ROUGH OPENING UNLESS OTHERWISE `- NOTED. - -- 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI Otak Architects, Inc ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 • DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. 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 SCHEDULFOR DOOR AND WINDOW TYPES AND SCHEDULE River Terrace East 10. SEE DETAILS 131 A8.11 AND 14/A8.11 FOR WALL INTERSECTION DETAILS AT 1-HR&2-HR WALLS. A © 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN 0g. 0ON PLANS. WARP CONCRETE AT WALLS AND A4.01 k. h. A4.01 COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE 1Q © AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. Roy g SW RO ers Rd. u A3.01 a A4.12 �� 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 DETAIL.COORDINATE LOCATION WITH FIRE OVIDE UL-RATED TYPE ABC FIRE 1 3 �' r , I EXTINGUISHER WIMARSHALL AND RTH 10 POUND NOMINAL CAPACITY 82'-9" AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 50'-3 3/4" 32'-5 114" l'r IN CONTAINER MANUFACTURER'S STANDARD ENAMELED 2'- 11 112"- y 11'-3 1/2" 14'-8" 21'-4 3/4" I_ 10'-9 1/4" 7'-8" / 10'-11 3/4" / 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE �f MECHANICAL DESIGN/BUILDING DRAWINGS. '-0" '-0" '-0" i'-6 '-6'i'-6� '-0' '-0'f X3'-0" 5'-3314" ''0" '-0" )'-0'f / f3'-0'�3'-0', / 14. FOR ELECTRICAL LIGHTING&EQUIPMENTSEE 3 112" 8" 3 112' +� 3 112 1 1/4" 3 1/2" 2'-4"J 3 112"-" "-2'-4" ELECTRICAL DESIGN/BUILDING DRAWINGS. 3 1/2'J 3'-11 112" 2'-2 1/4" 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 3'-3 1/2" DESIGN/BUILDING DRAWINGS AS APPROVED BY ROOF ROOFFIRE MARSHAL. BELOW 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, m I SECURITY CONTROLS AND ELECTRICAL 111 RECEPTACLES SHALL BE MOUNTED BETWEEN 17. sJ I� O O O = I7 O 1� AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL �� - - -�� ■ THIN REACH RANGE OF 11A �� ,�,� iki� �,_ O O 0 ip - I�� ,., O ; O I �� 48"ABOVE FINISHED FLOOR! TO HIGHEST CON ROL Vilest Hills �� I� ix h .. ...=_..._ ___.. ... ■ L . - _ . •_ . \ \ 0 PANELS TO BE LOCATED AT GROUND FLOOR UNITS. o O 10 O 1011111V I ��l I N 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT Development c.q�� _�,:`; • © ,:• v, DRAWING PACKAGE. p ROOF �i1 ��- �� O l 4 18. SEE DETAILS 91A8.11 AND 101A8.11 FOR 735 SW 158th Ave., \ INFORMATION REGARDING JUNCTION BOX BELOW B2 - PLACEMENT AND DETAIL!! /A8.11 , 12/A8.11 FOR Beaverton, OR 97006 ioN11 IO b PLUMBING PENETRATIONS FOR ONE AND TWO O 20 UNIT 7.2 - B HOUR RATED WALLS. Cr) SEE A5.14 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR b mi- `q _ _ TYPE B ICC/ANSI Zo FRAME DETAIL(AND HINGE JAMB DIMENSION). A3.01 4 �,) c_r,�� 7•') !• O� UNIT 3.2 - B ■ ACC UNIT _ 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. cv ifl� (1)1- r _ MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF 10 3 SEE A5.33VENTS AND SOFFITS WI LOCATIONS SHOWN ON � TYPE B ICC/ANSIf_./'1Ti I Il i 11 _ Co 2 A3.01 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO ACC UNIT ----' i N BE GREATER THAN 3'-0"FROM ALL OPERABLE'�4 III 'u-- = c© io OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE GREATER THAN 10'-0"FROM ALL OPERABLE i1 _ ■I (d� o OPENINGS. ■I 21. CRAWL SPACES SOIL SURFACES SHALL BE O1N0 _ ' - B1. I0 P Io 1 B1 ' ----T, COVERED WITH A SOIL-GAS RETARDER MEMBRANE 14-X-- z4...t- .: 2 _ _ _ _ MIN. 6 MIL POLYETHYLENE AS PART OF A COMPLETE _ ` _ O II �i Q�� e - RADON GAS MITIGATION SYSTEM. ,r, o _ N rn 1 I A4.13 20 I I 21A o `' 0 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS ' M N \ .. .. 21A 1 CORRIDOR I 21A 10 0 ' T YST 1 E _ N DESIGN BUILD AND SHALL BE PERMITTED UNDER A N 'n FE Al w _ _ _ ` "' DEFERRED SUBMITTAL. b _, -r i ' � (� N 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER 10 JO 4111- ___ i _�L�--- N 1 i I : • l ® (� �"1 I O B1 --- --_L-1-+ 24. SEEINFOR DETAIL A8.12 FOR NONRATED WALL 0 i - i r r.. . 11INTERSECTIONWITH 1 HR FLOOR/CEILING ABOVE. � c_i_ k -1 __ 1 1 1---1- .1 41 a 1 __,1 -J ..L._ 1 I- I!� 1\,...:!".., .."`it- MA ' I �� 76) fcrn • i. if) I ® 10 N ' • % o cM ch N N C' 71- - "11111I M p N 0.1&) • 372 rel ZO UNIT 2.1 - B I 111111 © UNIT 1.1 - B I 0 c' BRIAN R. LEEER 0 /�. ©� SEE A5.20 1 ® E I A5.01 SEE A5.12 445/17 ita _ / TYPE B ICC/ANSI TYPE B ICC/ANSI f • I o CO igk r ACC UNIT 1 1 ASS UNIT O r\ %)RTLAND,OIC '` r 10 I UP rn F _,__......iii. _ _ O a _ , o O_ , , , OW 71, �1 I - 4 ,� 11 I .1p 11�ii mil' i, STAT- I !rr _ ..IJ , toT 1400-01 Io o Irl O ® O El 10 . . C7 0 110 Al - + ©�� 10 -_ r 112" 141,_g„I I A8.0 '�� 3112" 12 Plex Downhill 1/2" 1/2" \ 1 „ N 3 1/2"--. 3 1/2" 2 - 1 3 8 -3 2 -0' 3 112 3 1/2") �_ _ 10' _ PROVIDE KNOX COMPANY First Floor Plan `' �3'-0'�3'-0'�3'-0'� 4'-2" 13'-0'� 10" r'-6',.'-6'I!'-6" ' '-0" � '-0' �I,_9„ '. -0 0 `? 6 '-6 '-6� 101!2' RAPID ENTRYSYSTEM(S) sai '�1'-0" 19'-0" 1,_2„ h 9'-9" 1'-6" 10'- 11" 4, 10'-9112" '- 11' 9'-9" / 5'-2" #c PER EACH BUILDING AS ezi APPROVED BY TUALATIN 0 43'-4" 9'- 11" 1. 29'-6"/ VALLEY FIREB AND RESCUE 5il, 0. Jr 82'-9" 'I 1 L di I I A3.01 1 LL B D ti N 2 07.13.17 Plan Check Responses � I # Date Description cn Revisions w CC a' February 15,2017 CO 0 ate 0 n BB, KB, SM az Designed By a) e ZD t) 1- Drawn By I- a) BB, KJ if c Checked By Ea) 17857 U 0 Project Number 0- m f, a`) A2 0 1 1 FIRST FLOOR PLAN Sheet Number. iu ED Copyright 2016© 67 A2.01 SCALE: 118"= 1'-0" If this drawing is less than 24"x 36" it has 5- N been reduced. Scale accordingly. ix FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE ,_ NOTED. • 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI Otak Architects, Inc ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. 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. FOR DOOR AND WINDOW TYPESEE SHEET A1.11 FOR ROOM ES AND SCHEDULES.ANDNISH SCHEDULE River Terrace East 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL INTERSECTION DETAILS AT 1 HR&2-HR WALLS. © 0 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN A A4.01Alk ON PLANS.WARP CONCRETE AT WALLS AND A4A1 COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING SW Roy Rogers Rd. Q � 1.5% MAXIMUM SLOPE. A3.01 ¢ 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET Tigard, OR 97223 D. ® DETAIL. COORDINATE LOCATION WITH FIRE I r MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 3 t.±J EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY ,4► 82'-9" .1, AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL 50'-3 314" 32'-5 114" IN MANUFACTURER'S STANDARD ENAMELED CONTAINER 2'- 11 1 11'-3 1/2" 14'-8" 21'-4 314" 10'-9 1/4" 7'-8" 10'- 11 3/4" 3'r-0 1/ " 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE / / '�` MECHANICAL DESIGN/BUILDING DRAWINGS. y3'-0 '-0'}, 3'-0" )'-V-6"2'-6/ / J3'-0'�3'-0', 1'-0' 5'-33/4" '-0" '-0" '-0" /3'-0" '-0'y 14. FOR ELECTRICAL LIGHTING&EQUIPMENTSEE I (` 3 1/2" 3 1/2"J -3'- 11 1/2" 3 1/2" 2'-2' r• 2'-4' 3 1/2"J- 2'-211/4" ELECTRICAL DESIGN/BUILDING DRAWINGS. 3 1/2" 7 1/4" `4 3/4" 3 1/2"-I / 1 1/4" 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 3'-3 1/2/// s� DESIGN/BUILDING DRAWINGS AS APPROVED BY 2 FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, `4.12 SECURITY CONTROLS AND ELECTRICAL io I I _ RECEPTACLES SHALL BE MOUNTED BETWEEN 17. • O O O 1 11A ❑_ • �] D 11 • 11A 1A AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL T d 3 3 3 ■ I PANELS TO BE LOCATED WITHIN REACH RANGE OF ...,,,_,A44-1q- - - O 0 11A O 11A �� Gi` O O �J - 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL West Hills \ \ r�o - -- -�L I _ �,� 4 1 1 1 ,f __ a Ni, N.T� 0 AT GROUND EF UNITS. "44-‘)T '. I . O O 11 l�p O O IW _�\ 17. DRAWING PACKAGE. IONS SEE SITE DEVELOPMENT Development Mme! `n ' 18. SEE DETAILS 9/A8.11 AND 10/A8.11 FOR 1 B2 LJI I O N , PLACEMENT AND DETAILI I IA8.11 12/A8.1 1 FOR 735 SW 158th Ave., INFORMATION REGARDING JUNCTION BOX Beaverton, OR 97006 �° PLUMBING PENETRATIONS FOR ONE AND TWO co cp UNIT 3.2 ; UNIT 1.2 1 z., , O SEE A5.13 O HOUR RATED WALLS. �„ J SEE A 5.32 t--�20 Ior, ` 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR 0o - 1 - FRAME DETAIL(AND HINGE JAMB DIMENSION). O 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. A3.01 4 ' N :, -- _ HA 11A - NMECH DESIGN/BUILD TO COORDINATE LOCATIONS OF L. �� I °p VENTS AND SOFFITS W/LOCATIONS SHOWN ON Nt 1I ,J �_ 2 A3.01 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO 11A ----a I I N BE GREATER THAN 3'-0"FROM ALL OPERABLE ♦ '0)- N _ a� OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE `' 11A V7:63 I 11 1rr ,d� - GREATER THAN 10'-0"FROM ALL OPERABLE ROOF BELOW OPENINGS. ED 1 ___ + 21. CRAWL SPACES SOIL SURFACES SHALL BE ib -' O 1 B1 1, = �� LiIJp.) j i�' I • 61 _T__ T_i 4"112" COVERED WITH A SOIL-GAS RETARDER MEMBRANE _ _ _ I _ � - _ _ _ _, _ sv 0 (MIN. 6 MIL POLYETHYLENE)AS PART OF A COMPLETE N. ,_ o O - r T RADON GAS MITIGATION SYSTEM. No N 1 20 CORRIDOR O o 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERSI ' [ i1i O `if� 21 21 ' 21A 1 , ' DESIGN BUILD AND SHALL BE PERMITTED UNDER A `r' `r' FEC - -- - �� 11 • `� 'n DEFERRED SUBMITTAL. • T IN0 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER N. ---N- - 11AI I 107 + _L dm �� -, ,k -m Ell O 17 -- __�_J ♦ - INFORMATION I� NRATED WALL 0 0 i B " F 111 A3 ® .NI 11 I - i a 24. INTERSECTION WITHSEE DETAIL 5/A8.12 O HRR FLOOR/CEILING LOORICEIL NG ABOVE. I Q� 22 - DNIP 1 x UP I 1MEM r- L NE as a� L11€- : i oIa I I � 1 �� / L- I i ___iN N in in Iin in 1 _ I_.._j\ .eZt N N 721' 3 tel UNIT 2.1 I owngh UNIT 1.1 IF 11 BRIAN ® 3 SEE A5.19 I STAIR I A5.01 SEE A5.10 o N l R.FLEENERLEENER15I14 a q317 MUM lb, N %OF RT.AND,OR 4 \ \ -Ni ?a: I - _ = - ai 0 A ._ I ._..Jnp 0 �0Ith, W- I� �' . • . - 4 r �� 11A 5 5 il� . • 11A �IL y ao = �1A 11 . �� 3 3 3 ��l Ali� _ r �� ii1( O OO TIE rcD r ( I OO O 11A a -_- - © 11 v I - � T r I II 12 Plex Downhill 31,2„ e o nhill 3 112 - �� 1 Second Floor 10 �3 /Z ROOF BELOW - 1 4 3 112"� 3 1 2" 2'- 1' '3 1/2" 3 1/2" 10 ) / N 0" �_ 0" , - -0 -0 4 -2 -0 ' r1-6 6 .� -6 / - -0 -0 -0 -6 '-6' '-6" 1'-0" I,, 19'-0" 1'-2"y -6" 10'-5 1/2" 5 hp" 5 " 10'-4" P'- 11� 9'-9" 1 Q/1 'S,-2„ roPlan 0 43'-4" 9'- 11" 29'-6" if 3' o_ 82'-9" 1 A3.01 I I .i LL B D 2 0 2 07.13.17 Plan Check Responses N1 # Date Description Revisions al ce 11February 15,2017 u) 0 ate 0 BB, KB, SM 11 w Designed By a8 U 2 ZD ofL H Drawn By 43 BB, KJ c Checked By a> E 17857 8 o Project Number a 0- m 12 . A2 . 02 U 1 SECOND FLOOR PLAN Sheet Number al ED Copyright 2016 iL A2.02 SCALE: 1/8"= 1'-0" If this drawing is less than 24"x 36",it has a) N been reduced. Scale accordingly, ix FLOOR PLAN NOTES o a 0 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. -. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI Otak Architects, Inc ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL Portland, OR 97204 ASSEMBLIES. Phone 503.287.6825 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND FaX 503.415.2304 OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. B. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING SH E ALLTUBIR ROOM S. FI River TerraceEast 9. SEE SHEETA1.11 FOR ROOM FINISH SCHEDULE AND 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 Ai ON PLANS. WARP CONCRETE AT WALLS AND 0 A4.01 COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE A A4.01 h. AWAY FROM AND AROUND WITHOUT EXCEEDING SW Roy Rogers Rd. zi' Alk 1.5% MAXIMUM SLOPE. Tigard, OR 97223 ‘4;10A3.01 Q � 12. SEE 19/A8.11FOR FIRE EXTINGUISHER CABINET Q.1 DETAIL. COORDINATE LOCATION WITH FIRE MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 3 EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY 82'-9" / AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED 50'-3 3/4" 32'-5 1/4" CONTAINER / 2'- 11 112"� 11'-3 112" 14'-8" 21'-4 314" 10'-9 1/4" 7'-8" 10'- 11 3/4" 3'-0 11 " 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE r 1_ ,1 5" x f_ 11 '_ f1 1- '1 !- !, a/ 14. FOR ELECTRICAL RICAL LIGHTING& EQUIPMENT SEE NICAL DESIGN/BUILDING DRAWINGS. I'-61-6"2'-6"3'-2'X 0 5 - 0 0 0 j300"0, ELECTRICAL DESIGNIBUILDING DRAWINGS. 3 1/2" ` • 1/4" I 3 112" 3 1/2" , 3 112" 2 -2" 2 -4" 3 1/2" �2' 211/4" 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 314" 3 1/2"-' 3'- 11 112" DESIGN/BUILDING DRAWINGS AS APPROVED BY ROOF FIRE MARSHAL. BELOW 1` 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, 1 SECURITY CONTROLS AND ELECTRICAL Y ib I _ RECEPTACLES SHALL BE MOUNTED BETWEEN 17. N 17 I7 O O O - - `, AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL �Y i��- _ " I]IC �D ® 1 1 '0 - PANELS TO BE LOCATED WITHIN REACH RANGE OF West Hills ` ®� ....,...,, O O ; 0 - 11A I r..�.:=moi O O N •J 4$ ABOVE FINISHED FLOOR TO HIGHEST CONTROL rim - `=r wig - AT GROUND FLOOR UNITS. ,- - .,� - �� i 1 _ ,. �. . . Development O O �i O O ®� ��p��' �11A 19 _ 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT DRAWING PACKAGE. -1%---%`? �� !� d 0 18. SEE DETAILS 91A8.11 AND 10/A8.11 FOR 735 SW 158th J� r �uua ] INFORMATION REGARDING JUNCTION BOX Ave"' qL. " PLACEMENT AND DETAIL11 /A8.11 , 12/A8.11 FOR Beaverton, OR 97006 ® � I di N o PLUMBING PENETRATIONS FOR ONE AND TWO 6 c� _ UNIT 1.2 _ HOUR RATED WALLS. '1 0 ll UNIT 3.2 I SEE A5.13 �, `` 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR c*) SEE A5.32 • 20 I - FRAME DETAIL(AND HINGE JAMB DIMENSION). 0° CD 03 II. I OM 0° 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. A3.01 4 C•,) - 1 - _ 101 i _ Co MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF `v II , i �1 °O VENTS AND SOFFITS W/LOCATIONS SHOWN ON 1 l■i1 eo 2 A3.01 PLANS AND ELEVATIONS. ALL STANDARD VENTS TO6' �� A4.13 ---- I N BE GREATER THAN 3'-0" FROM ALL OPERABLE .N OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE J iv E 1 ,�r *0 El GREATER THAN 10'-0"FROM ALL OPERABLE a c� Ea . 111 B1 illiall �0 • 21. OPENINGS. CRAWL SPACES SOIL SURFACES SHALL BE Z.0 J O B1 . I I I COVERED WITH ASOIL-GAS RETARDER MEMBRANE c� an 1 I e �� Kii IP (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE - � - i �I� - I - - I - - - - 0 RADON GAS MITIGATION SYSTEM. ' o O i 21A CORRIDOR o o ",' 22. CRAWL SPACE VENTILATION SYSTEM IS BY OTHERS/ iv N Nq 20 22 I O iv DESIGN BUILDANDSHALL BE PERMITTED UNDER A `� - I EIM 31 FEC ---.-- - 11A "� 4' DEFERRED SUBMITTAL. �.. , - (N. . . - 0 23. SEE DETAIL 7/A8.12&8/A8.12 FOR GARAGE OPENER 11A F 1a _Ill__I INFORMATION ii , _l -- IV I. g IVA O Bi `_ r T 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL 1 A3 STAIR 22 INTERSECTION WITH 1 HR FLOOR/CEILING ABOVE. q0 gi DN , I •0 - - P En fi L °' llimei num iiii_ iii ', 1 1 Ntel »� - ��nun `� i N 372D. ,,A 11A---� O c'' o BRIAN R.FLEENER UNIT 2.1 UNIT 1.1 J 1 1 SEE A5.19 © EE A5.10 3; _ • 443/1 4 ° A5.01 4 ; 0 VIAND,aR5ViV -`'! nn ,Wr l 2�8 OPEN _ - _, m A4.12 Vr � IIsi-i 111.'1_0 _ T 'I�0 0 ._..- r. . • • 0 0 _ 11 I Il IMINIIIM CI= Emil-11E ��,11111 �JILI 0cD O il 11A & 11A °' 1 . 11A ,.._.-.-.--- lip, pp -T. I 11A v �� 1111 ii ti I I 12 N. Downhill co 3 1/2" 2'- 10 114" ii, 3 1/2" 3 1/2" 3 112" 3 1/2" Third oor Plan �-• 1 II 1 fl 1 0" 1 2" f 0" 1 0", ' 1 ai 1'-0" -0 -0 - 4; - - 01 21_ 1"� _0-1 0!' 1/2" 5112'O� '-0 _ '110'1 4'-731411 =01, 0"4i5 ,1 O 19' 0" 5"12 - 10 5112 '1 10' 4 13', 6112 5' 2 O 43'-4 9 - 11 29 -6 a 82'-9" 1 A3.01 IL B D m 2 07.13.17 Plan Check Responses N I # Date Description a) 'Ig Revisions m ce February 15,2017 m Date 0 0 in BB, KB, SM w • Designed By a) ro ZD L m Drawn By 43 BB, KJ to Checked By e I 17857 oProject Number -15 0- as g rq cuA2 . 03U 1 THIRD FLOOR PLAN rEDSheet Number iii Copyright 2016 C u- A2 03 SCALE: 1/8"= 1'-0" • If this drawing is less than 24"x 36",it has .5 N been reduced. Scale accordingly. a) IX ROOF VENTING CALCULATIONS ROOF PLAN NOTES o a AREA IDENTIFICATION ROOF AREA SQ. IN./300 REQUIRED VENT PROVIDED VENT AREA(SQ IN) TOTAL VENT AREA 1. SEE LOWER FLOOR PLANS FOR BUILDING DIMENSIONS. SQ. FT. AREA(SQ. IN.) LOW HIGH PROVIDED (SQ. IN) 2. VAPOR BARRIER AT INSULATION TO BE LOCATED IN WARM SIDE OF ATTIC#1 1949 SQ FT 280,656/300 936 SQ IN (2)x 50= 100 SQ. IN. (11)x 50 = 550 SQ. lN. INSULATION. 69.5 LF X 5.3 = 368.5 SQ. IN. 1018.5 SQ IN . 3. SEE DETAILS 13/A8.04 AND 14/A8.04 FOR ROOF PENETRATIONS. ATTIC#2 2224 SQ FT 320,256/300 1067 SQ IN (2)x 50= 100 SQ. IN. (11)x 50= 550 SQ. IN. 1096.3 SQ IN 4. ALL OVER FRAMED ROOF AREAS SHALL HAVE A 22-1/2"X 30"HOLE CUT IN 84.2 LF X 5.3=446.26 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 1-1/2"DIA. (5.3 SQ IN. OF FREE AREA PER 24"O.C.TRUSS AREA.) 8. SEE DETAILS 10/A8.04, 11 /A8.04, 12/A8.04,15/A8.04 FOR TYPICAL ROOF FLASHING DETAILS. River TerraceCEast`9. FOR ROOF SLOPES FROM 3"112"TO 4 /12" DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED.ALSO SEE SPECIFICATION SECTION 073113-3, SUBSECTION 3.2 TO"/12" ROOF SLOPE ROOFING UNDERLAYMENT INSTRUCTIONS. 10.TRIANGULAR LOUVERS SHOWN ON ELEVATIONS ARE NON-FUNCTIONAL AND ARE NOT INTENDED TO PROVIDE ATTIC VENTILATION. SW Roy Rogers Rd. Tigard, OR 97223 ROOF PLAN LEGEND A0 A3.01 0 eillillonNIMISO EAVE VENTING - - OUTLINE OF WALL BELOW a 3 a M DRAFTSTOP t3-1 I I I 2 © 1� © Alk I West Hills 2 1I2"x 30" HOLE CUT IN ROOF SHEATHING AT A4.01 c.1 A4.12 A4.12 A4.01 OVERFRAMING FOR ACCESS RIDGE - / RIDGE . Development AND FOR CONTINUITY OF ROOF 10"/12" v- DS 10"/12" VENTILATION,TYP. III DS DS - - ` D• 735 SW 158th Ave., I I_ -__ III •i DS Beaverton, • OR 97006 I I _ I II 22 1/2"x 30" HOLE CUT I- J1 � _ _ _ _ _ _ _ J '; I IN ROOF SHEATHING AT iS •II J ❑ ❑ 10"112" - - - - 10"112" OVERFRAMING FOR ACCESS 1 1 i AND FOR CONTINUITY OF ROOF I1 VENTILATION,TYP. 11 I- -I i I I 10"/12" ❑ 7 10"/12" - 1 L_ _I N ' 1 g�r1 , 1 _ID _ - -c �( = i 1 sl l LC7 a iv li- 0 ...e CO io A3.01 4 �1 C) ❑ v I ' Io i Jo TYP - ATTIC #1 ❑ 4' ' 11 C9 Ip 2 A3.01 °S L 1949 S.F. a Q- 11I 1 n � L A8 04 10"/12 1 x 20"X 30"ACCESS PANEL IN 111 0 9C< TYP I I DRAFTSTOP I1 r' cc._ RIDGE � 1 1 RIDGE ❑ ❑ ❑ ❑ ❑ f - Z0 l - 1 HR RATED 20"X 30" III 1 N ��y 1 D"/12" RIDGE r i 11� ATTIC ACCESS PANEL IN I 1 - ,eEl ❑ E I Iu I CORRIDOR CEILING-SEE L , b ❑ 1 �r*- I 7/A8.11 ��`-- i��i t - - - Ar- - I f - - 6 I - - - -1_. _ _ _ J ' 0 DS 0 DS Ii 8 N • , `` l; : a A8.04 El t I I Ii � TYP - C° ' 1 37 _ , 1 ATTIC #2 �" ' le r-' • 1BRIAN R. LE NER f4 HI gg el • el cz-�`4' ❑ 2224 S.F. ❑ I W W I le v el ..... 6t- v 10"1 12" p� CI PORTLAND, UR [° / & E << `� - I I �ill � r I 1 of o 1 I � I J - O0 I 3 10"/12" 10" 12"110 /12 10"112" < 11 N. ► IYI 2 1 A4.12 ❑ i ❑ I r a 01 r ❑ I 7 N r cn w' . I ®� - � 12 Plex Downhill 1 - 11 - 1 • I -1 4 r- - - I' ,. . ::ns a s .cs a4.: :, ? � ALL J 1 F_ ., 1 - - - - - _1 ...--.ca. - N L DS DS DS . - - DS Roof Plan 6 _ ► Ill PiAmi `v TYP. DS cv 10"112" - 10"112" DS (-NI' DS hr A8.04 • 0 "v RIDGE / RIDGE zi-- 15 a I OS 4 I dial ;I-- I I I I 1 A3.01 B D a N # Date Description Q. Revisions ' FEBRUARY 15, 2017 0 Date 0 U in BB, KB, SM w Designed By a) U ZD H Drawn By 4.1 BB, KJ ii Checked By c m 17857 0 O Project Number a m g eA2 • 04 0 y 0 a 1 ROOF PLAN Sheet Number 6EID Copyright 2016 11 A2.04 SCALE: 1/8"= 1-0" If this drawing is less than 24"x 36" it has 1Y N been reduced. Scale accordingly. ELEVATION NOTES 40 0 0 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR A B co D0 TAGS. 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. o a I 3. SIDING TYPE REVEALS &BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS UNLESS OTHERWISE NOTED. I \ { I k 4. SEE 11 1A8.03 FOR TYPICAL SEALANT JOINTS, SEE ()talc Architects Inc {{ 1 4 FOR BUTT JOINT 51A8.03 , ©� Jg412 Nale A4.12 I I I I 808 SW 3rd Ave, Suite 300 2 X 8 WOOD FASCIA FIBER CEMENT ' 5. SEE 14/A8.04&131A8.04 FOR TYPICAL ROOF Portland, OR 97204 PANEL SIDING A � ATTIC ROOF VENT PENETRATIONS. I Phone 503.287.6825 6. SEE 8/A8.03, 9/A8.03 & 7/A8.03 FOR SADDLE CLASS C ARCHITECTURAL - ii i� 514"X 12"FIBER FLASHING DETAILS AS NEEDED. FaX 503.415.2304 GRADE ASPHALT 12" CEMENT TRIM TYP Cl SHINGLE ROOFING 12" t_ ��12' 10" ,Lem°> 1"X 4"FIBER CEMENT TRIM 7. SEE 61A8.03, 31A8.03, 41A8.03 FOR DETAILS AT 10" �, ILL 10" �b,_ ELECTRICAL LIGHTS, COMMUNICATION PANEL AND FIBER CEMENT 4 I 12" EQUIPMENT. ► \ 11 611 514"X 12"FIBER 12 12" CEMENT TRIM TYP River Terrace East LAP SIDING W16" 12" 12" �rIr1; 12 EXPOSURE 1 D 11 ��' .a �►1■r 11 i 1 D" 611 6.1io 11 D 10 r_- ; 10" D 10 AM l■. 1 METAL DOWNSPOUT _ 10 11. m \�� LRD FLOOR TOP OF TRANSOM THIRD FLOOR TOP OF TRANSOM . �� 40' 10 718 40' 10 718 ■■ ��■C"" „��;'ii/I , ,Eimaiil �� M. ` - THIRD FLOOR TOP OF PLATE -- - THIRD FLOOR TOP OF PLATE ELEVATION LEGEND 514"X 12"FIBER CEMENT - ■ •■� . ■ ■i �'�� 39'--4 71$' 39'-4 71$" 61 TRIM 1 't i' ■�EIRr ..■ ■.■ - -■■.■ ■■■T. . 111.=[.,,,:ThAtrn, u _._.. ..__ = FIBER CEMENT LAP SIDING 4"EXPOSURE ■■■ ■.■ 1 i ' � .■ . .■ ■■■ ■■■ -"SO" SW Roy Rogers Rd. + � . . -'�- FIBER CEMENT i8 ■ ■ in 11 ■ ' ■ rrr LIL.� MI ■ =� 6" LAP SIDING - s - Tigard, OR 97223 FIBER CEMENT i w - A8.D2 - : Ni." 1 LAP SIDING W/4" � 11 FIBERCEMENTLAPSIDING6"EXPOSUREfift iII: uIIIII 111n i1nllnnnnn �: O . JJrr . . IIA!!. Vi IIIIR • ,- i { !!!,;;€€ILM :, THIRD FLOOR TOP OF SHEATHING ` .... • ...,_....._..-. ::,, ....,...:,: L F . Fs I THIRD FLOOR TOP OF SHEATHING r j 1 YIN -■ ■ ■ ■� -1 30'-3 314' Z `f 1 - 1.1.11..- - - o _ A$._ ____ 30' -3 314.1 z ,= 1 1.,1_, BRICK VENEER T SECOND FLOOR TOP OF PLATE #' - .-T - - _ - - \ SECOND FLOOR TOP OF PLATE 11 IILII .■■ I 1 - ■N ■ 29'-3" ' a ■ I ■.■ ■■■ ■u ■■■I ■1V ■■o 1- ■■ II ill FIBER CEMENT ■■ - - - I _ _ .•I _ VINYL_WINDOW WI I �� U I ■ i■ 3 €:f7 1 3'r� f ? FIBER CEMENT SHINGLES FIBER CEMENT TRIM ■ i0 • III II MEE PANEL SIDING o _ - -- . IN 111 T_ 1 a • ' .r.'hll'i1�u1 I ®in11' ■ ■ l �; �■ •• FIBER CEMENT [D _ - 111 In 4"LAP SIDING `oII == nl Mt nrqunlnnl �� 4' , I: F. Ilnn�€I rinn rulti �rn UNPIN �> 2 I I - _ EQ EQ EQ .III..IIINIl1! NNR.�- II1�141 nAr--. EQ EQ �� ` '- _._.__...__ :�_:: SECOND FLOOR TOP OF SHEATHING . G SECOND FLOOR TOP OF SHEATHING 1 _fi[■ I 20 1 718 :-.:.; - - a 8.01s ] 20 - 1 718.{ 1 lBRICK LINTEL, TYP e r-�1; :, ■ MM A8.04= FIRST FLOOR TOP OF PLATE 1` .„ FIRST FLOOR TOP OF PLATE fp'1 ■ r. . .. ..�...1,� ■I ■�■ ■■■ 3 _ . t■ ■■■ ■■■ Sim 19' 1 118,1 MINN 19 8" �■■■ ■■■ ■■■ ■■■ ■■n ■■■ I = E ■■�1 ■�■■ n■t r15 L■ - - !Iii _ - y _ . v 1-1.0 _ mi N HI . V!':.i -- _ ` A$03 1 -• T West Hills _ __--___ - -_�Y IR - - --_--- , I a. 'L- 1€1111111111 !� 1 ---- --_- _� W •.•„.+� t;,� --/�1R■■1! " _ - .. I 12" O) __�--_- _ - _- -- --==....ii,!il ln.l 1 1 - -------- _-- _==_1 A8.04 �s_ywa'-'r-� - BUILDING SECTION NOTES o a 1. CRAWL SPACE MEMBRANE SHALL BE A SOIL-GAS RETARDER INSTALLED IN CONFORMANCE WITH A RADON GAS MITIGATION SYSTEM. 2. CRAWL SPACE IS VENTED VIA PASSIVE VENTING SYSTEM DESIGNED FOR RADON GAS MITIGATION. Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 Fax 503.415.2304 River Terrace East SW Roy Rogers Rd. Tigard, OR 97223 4 0 0 III 0 0 0 4 West Hills Development . . . © 735 SW 158th Ave., °'r 4g.tPAF*;f1-4*13 '-- t — — —---' Beaverton, OR 97006 4.04:04410tapcosttgair., re a'" a lzen: atm- �'"'� �s°t" +Y''£�:r5..7.?.�''.i%, f�"E �,6.a'o we : gM �.3 , RUSSES BY OTHEHA SEE STRUCTURAL el, l :: -� TRUSSES BY OTHERS, �@ ,, �:��, '�? �° �, SEE STRUCTURAL' I ""° " t THIRD FLOOR TOP O 40 - 1 D 7018" ,.EP �: A ", � P x ° I r�E ,',41PW11621t j TH F TRANS THIRD FLOOR TOP O ,. ^° - t, ': � /H 4D ND O8' ., tam ,. ., � THIRD FLOOR TOP O_F PLATE - THIRD FLOOR TOP OF PLATE � ■i 39'-4 718" - 39'-4 7!8"--k � 21A 21 � *-21A 21A UNIT 2.1 UNIT 3.2 CORRIDOR e UNIT 12 „ CORRIDOR UNIT 1.1 2A © 2A 1,.., 2A 3 2A '. THIRD FLOOR TOP OF SHEATHING — �, THIRD FLOOR TOP OFSHEATHING : .___ - — — 30' 3 314" " 30' 3 314" Nil' i ' SECOND FLOOR TOP OF PLATE _ IIM, \ SECOND FLOOR TOP OF PLATE ..),UNIT 2.1 CORRIDOR '" UNIT 3.2 UNIT 1.2 CORRIDOR UNIT 1.1 gh 2A © 2A # 2A 3 2A SECOND FLOOR TOP OF SHEATHING _ __..... _ _ ECOND FLOOR TOP OF SHEATHING 20'- 171 zo'- 171s" ii i L FIRST FLOOR TOP OF PLATE op E___ FIRST FLOOR TOP OF PLATE im21A 19'- 1118" Sig , 19'- 1118" ,i • ) A:pr." UNIT 2.1 -TYPE B CORR UNIT 3.2-TYPE B UNIT 1.2-TYPE B CORR � UNIT 1.1 -T(YPE B 11111.0n 7A 7B 3 2B 26 2A - _ _ 7A _ _ _ :RIAN R.ELEENER ra FIRST FLOOR TOP SHEATING -_ ! FIRST FLOOR TOP SHEATING 1 i J `' 9'- 10 1/2 — _._...... _. ( f — 9'- 10 112 a 7�f 3/ o 21 0 I BASEMENT TOP OF PLATE OR �' IT—1 ) 1.5" CRAWL SPACE " S 26 1 CRAWL SPACE L— BASEMENT TOP OF PLATEs • �� -� �, _ _ 2 8 9314 1.5 t 8'-9314' `� � 1" MEMBRANE � L 1� (DASHED) ' STfJRAG CORR 21 B GARAGE GARAGE 21 p_� STORAuE• "A " \\` 11A 1A =, 1 1A �A MEMBRANE � m - (DASHED) BASEMENT TOP OF SLAB I• BASEMENT TOP OF SLAB < BM:IL:11:g; , , ,, ... .,.. .,.. .‘, , . ..,‘ , ...". 0'-0" - \__i t 0'-O'' in A8.06 ; ai Sim O 12 Plex Downhill _M A8 2 12 PLEX DOWNHILL CROSS SECTION (WEST) 1 12 PLEX DOWNHILL CROSS SECTION (EAST) D6 Sim Building ~ A4.01 SCALE: 1/8"= 1'-0" A4.01 SCALE: 1/8"= 1'-0" Sections ❑ a con 2 07.13.17 Plan Check Responses NI -a # Date Description a) w Revisions CD February 15, 2017 a6 co Datein 0 BB, KB, SM to w Designed By a) R ZD Drawn By v BB, KJ c Checked By C E 17857 U O Project Number in 0- ro N . A4 . O1 0 1D tj Sheet Number Copyright 2016 0 6 it If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. a) CC ---------11011.°11111111 _ — THIRD FLOOR TOP OF TRANSOM AL 4 :. :,,11, _ _ — ....1, r , „.. I 40$ . THIRD FLOOR TOP OF PLATE Irbil — — -_ - ••11, 1111•••11101Mt•IPIPPIP•t,,r1Pit 39'-4 7/8" 1 - 11 ' _ ' ' Otak Architects, Inc 1 II 808 SW 3rd Ave, Suite 300 . . Portland, OR 97204 . .. • , • Phone 50328T6825 Fax 503A15.2304 , LIVING/DINING , • F , , THIRD FLOOR TOP OF TRANSOM 0:1 BEDROOM 40'-10 7i8" I , l' I P.. River Terrace East , i THIRD FLOOR TOP OF PLATE __AEN "e0. . --A I 39'-4 7/8" '4F • , yr Ms : 4 SW Roy Rogers Rd. to, 17" • THIRD FLOOR TOP OF TRANSOM Tigard, OR 97223 L Fi Plitt so- - -rell . IIIIIM r., ,, ..., FA A OM I -- F-- p 4111 00, 40 i THIRD FLOOR TOP OF PLATE 41 si 4 7/8 THIRD FLOOR TOP OF SHEATHING _ "z .. ' , ?c 1 =i 1 ' 30'-3 3/4" vreiptvvvrip arl ..../ =Hi - I i ill , , P ''.--- . fif,rf,‘"P .4rttti/i? ttritilif PtiPttilt/Ittifill SECOND FLOOR TOP OF PLATE ; 1 - _ V 1104 *I Adli AI • " I . . . . , . ; . ' ! LIVING/DINING . : 1 . , ! , 'ElDi im, ; 1 . . • LIVING/DINING • West Hills , . • .••• • • ! . • Development .... _ EII .. . . • 735 SW 158th Ave., • BEDROOM LIVING/DINING • Beaverton, OR 97006 _Ii ! , .." • '711 • <> at'--- - IR I' . Or- FA" 111•0'l I 11 . f 1 41 ..._,....... ,,,._ di I ,.40 . -.......,... -..... I mi..1. .I 1 i 18 , '1 4 I 40 ;.••.;;:. A8.02 I : - I le, .01/ I. 1 j THIRD FLOOR TOP OF SHEATHING 4 _ __: _Ai__ i .: r ,,T • ... .17_1 _ pm IIIMUllriOlftiA 30'-3 3/4" 1 1/2"X 1 1/2"STEEL . .: tw '41, RAIL HANDRAIL TOP . -4-- FA- •••.1111 A...1111.4'44 , A tIPIPIPtt,titititt P _li . _ SECOND FLOOR TOP OF PLATE &BOTTOM RAILS, 6 4 14 — — TYP • SECOND FLOOR TOP OF SHEATHINGp. , • - - - - W'1 1 .,I V IA 14 Me 1P 1 '4 •41 OtrPirti ,trrtrIrlP ,trIPrft !,VPIP, FIRST FLOOR TOP OF PLATE .111110 • ' . 111!" I 114 . . . . • • , FIBER CEMENT a .47, . ( N i . . , . . : TRIM ON PT tit1-1 j - , • . . FURRING W/1/4" U 7.• , , 5 : 5 5 • . ' , . .. .. , I A8.01 En: (111)- 1° fi. PT BEAM, SEE . STRUCTURAL , . • . • : . TAN VINYL . .. • •/ ; , WV. ty%x .•••• PT JOISTS, SEE I . LIVING/DINING .. :- • I ,.0 3720 STRUCTURAL • I • rei EZ BRIAN R.FLUNER fin <> .. co . : • LIVING/DINING 2 X 6 SPACED : ' • gi 14/(746.7 DECKING - • . I ON PT BEAMS AND . : - - LIVING/DINING I ....,A__. •WORTLAND,OR a ' JOISTS Alk ---,•„,-,- 1,----,----17 I : BEDROOM A8.03 .I : Ai . - ' I :.:.:••:, A8.01 ..-::".. ;,...-...... .. 2 141 CI_ '4 04 I—2—Al ,•..„ it 4, a FIBER CEMENT , W ' 4141,1 BOARD SIDING IPT41)11 , a.) CM A 10, .,I SECOND FLOOR TOP OF SHEATHING 12 Plex Downhill T, i.., 0-...:...',.......• mail - „. - - - - _ _ - - . " _ 0. N. • Ad z; Kii so- 1.- Exterior Wall ,,, A F-, [HA rrityvvvvreiti 0 0.3 1--4-- 411/ 2C 2A tirrrIPM,tiPIPIPIPtiti 4 P,Tio — — _ _ — _ FIRST FLOOR TOP OF PLATE I ak,.._ - , - - - 1 r '' , :z ,- FIRST FLOOR TOP SHEATING IirT ra 9'- 10 1/2" 04 01 OM Sections .11) i i re/ BASEMENT TOP OF PLATE ii...-,-__-....1 I 7 44 44 440.4414,44/0 i : • i II 11A Alikk I - I 1 --mg A8.02 I I I I I ,,,,- . I . : ..• . : i kW ! ILII j . • . , ...._ I IAlik —_ i -1 co I A8.02 1 I LIVING/DINING I I 1 , • • 1 I , • : LIVING/DINING cr i : : # Date Description ca I \ GARAGE ! : I . Ni , I Revisions 0 I ....‘ N I GARAGE 3:---•'_1--4 *..3 FEBRUARY 15,2017 --Nos! I I co i 1 o Aoki .41:NM Date !airlift A8.03 0 I ) ' •1 — BB, KB,SM TA 11 10 SEE si- LIFI'u9A_.. _ I( Designed By as ' . w FOR 00_FINp 1 I... 7A I I SEE STRUCTURAL FOR i'J LOCA I NIS AK," IZis I FOR CRAWLSPACE el FOOTING LOCATIONS ZD DETAILL.H_____T_.. ' , ...--= DETAILS SEE A8.06 AND DETAILS Drawn By 1-• . 45 I I I SEE STRUCTURAL . _ . . . FIRST FLOOR TOP SHEATING __ - - > I I 110 ! • FOR FOOTING - - _ ix I I 1/8"/12" LOCATIONS AND FA- ‘,.ipaidii 1 - • Iii 1/8" 12"j • .•• MAX SLOPE DETAILS IP - , 1 Checked By t MAX SL.q.)i-,E i . w 4441 I •- -i-1 .7-' I-1.1-. BASEMiNT TOP OF PLATE E < i h ' I BASEMENT TOP OF SLAB - , - - - " 17857 .. rii„. - 0, 0" 8'- : ' SEE STRUCTURAL , . . , , . . Project Number FOR FOOTING --6 • - --, ! , ---, : --; ; .-- ---; ; .-- - ; . , . , • : , - ; ; ! ! ! ' 11 •••• ! ! ! ' II II ! ; I ! .'..-- . ! I ! ! ! ' , •!:°:' - •-• — ' ..., '- ---- cr . ---, ; :---: -----I .-- -- :,------ ----- - • 7-- ' 7--.- „ _ LOCATIONS AND .; . . _._...._...._ ______ ...._........... . ..._.,... _ __.... _.. . . . . DETAILS - : : ; . , . : . . . : : . -•. „ . . . .. . I : , ! : _ • :. I • i , , . . • . . . . ! ! ! - - - ' , . ' . 1 1 -• , . . • , A4 . 1 2 ____ . , . . , . . _. ..,, , , ,______ , f __• ' _ : i - - ' i ' ' . : . . : . , 1 , i , ; ; , i : , : , . . . . : . ! i' . • . . i . ! ! , ; ' . ' ' , : . : , 1..! ' . , ' . ' ' ! ] • • ' , , ' . - ' , : ! . : i [ , ! ! o 12 Plex Downhill Exterior Wall Section 2 12 Plex Downhill Exterior Wall Section 3 Sheet Number I 12 Plex Downhill Exterior Wall Section 4 2 12 Plex Downhill Exterior Wall ection I 3 4 Copyright 2016© ai it If this drawing is less than 24"x 36",it has A4.12 SCALE: 1/2"= 1-0" A4.12 SCALE: 1/2"= I-0" A4.12 SCALE: 1/2"= 1'-0" A4.12 SCALE: 1/2"= I-0" been reduced. Scale accordingly. 5 ru cc O 0 . , THIRD FLOOR TOP OF TRANSOM T = — — 40'- 10 7/8" -- 11V — ix7 THIRD FLOOR TOP OF PLATETHIRD FLOOR TOP OF PLATE i"II • Otak Architects, Inc `'" 808 SW 3rd Ave, Suite 300 Portland, OR 97204 Phone 503.287.6825 `'" �; Fax 503.415.2304 II ›, „ BATH BEDROOM I 2':::,-, ,:;;;;; -:::',' 1 River Terrace East -;:, ,:.--:,-, < , BEDROOMLIVING/DINING 20, -:-5- , .,,:, , 4.- ,,,,,,:z, ,,:;-,-,, ,:,-,, < , ,,,-,,,:, _:,,,, .„.„, , I I <; .: , ...,„„ , 3. == SW Roy Rogers Rd. - Tigard, OR 97223 i I '>< — — — — — THIRD FLOOR TOP OF TRANSOM 2A m FA] 40 10 7/8" :- ;Y, - /� ------ �=5 THIRD FLOOR TOP OF SHEATHING — �;' • THIRD FLOOR TOP OF SHEATHING N I • — • z - 30'-3 3/4" • 30'-3 3/4 f , i .. t Aill ��iid®, --- - - 1.� II�� THIRD FLOOR TOP OF PLATE - c Y -;�-y-;;�, , '"Y?'y'x h r.X_).c_�._S_ F z., r-ry �,.x_x,/, -,ATx;,0: .:30 i A_Y_y...F_ ..O..,0::• .X_'. • — — SECOND FLOOR TOP OF PLATE {$''t i'Yt`I Y , ,, )t !Y',,i',.`; ,''{'`,',k:' , ,•,;' ; SECOND FLOOR TOP OF PLATE _► - - - - - - - - - - - - �. •• — — � n 1'iY) t t i t YS2 cP`i t'ir` r _ 39 -47/8 ,� y� J' 29'-3" - Com— 29'-3" • 21A _� LAUNDRY CORRIDOR BATH - West Hills _ _ I _ I _ _ _ Development 2A I 3 I BAT2A TH NBDRL'CCING108Fe1113AF8 735 SW 158th Ave., LAUNDRY CORRIDOR BATH ". BEDROOM :<-. LIVING/DINING HBeaverton, OR 97006 BATH I ' BEDROOM 1 ; 1 - 1A I„,. ; ..:2 — 20 j Y <`, ;1 II it 2A 3 I 2A C ® �T 2A 2A 2A , 4 SECOND FLOOR TOP OF SHEATHING — Y_ - ,- . SECOND FLOOR TOP OF SHEATHING G_-� — f CCOND FLOOR TOP OF SHEATHING 20' 1 7/8” ` 20'- 1 7/8" 20'- 1 7/8" V. ► O. .t . _ if tf_t1• ' ♦�� . �� 4 — FIRST FLOOR TOP OF PLATE — ' ' `^, z xvx,, ; , , , f, — FIRST FLOOR TOP OF PLATE — -rix;::xx,;x,Xx , xY ; v; L'I c s-Y,^{xtx,r.7..r,. 7 ,;�r.. FIRST FLOOR TOP OF PLAT _E ' � 19'-1 1/8" 19'-1 1/$" 19'-1 1/8" � 1 • rill H`' - I-<:- 6 7ZI BRIAN R.FLEENER at © ^. BEDROOM LIVING/DINING PORTLAND,OIC '', „ GARAGE CORRIDOR BATH BATH BEDROOM i. r 1A 20 o Iv▪ , 0 = Interior Wall N. N 1 " C 7A Sections 6 ▪ , ® 2A 2A a — t- r + , _ • i� — FIRST FLOOR TOP SHEATING — — FIRST FLOOR TOP SHEATING 4 FIRST FLOOR TOP SHEATING a 9'-10 112" v - 9'-10 1/2 s -�' 9'-To 1/2" a ' ' s • • tttttt�tf f�f�tttf t ttlttttttf N _ _ _ X x•;�:X; x•K'x'i:7;;'.:z x\;;; ;!0:: �;7:-17- �;j;?-'; ;':):;07-;:;:;H , ; BASEMENT TOP OF PLATE — _ — BASEMENT TOP OF PLATE E x,�� , , <<- , ti x :x, •� :, �' , r< _� — — 'z. 8'-9 3/4" `" $'-9^314" — , — ' BASEMENT TOP OF PLATE � - _ 8'-9 3/4" AM 7--,,-,:::, 1 I hc 21B 1D ti 11 t 2 07.13.17 Pian Check Responses cr I i :. # Date Description °' STORAGE I 1 CORRIDA BATH :' , Revisions • ] ^,j BEDROOM „- LIVING/DINING Tii r 1 D ? February 15,2017 0 3 :-1,co Date 11 0 j : m (,` `;,.�i BB, KB,SM x:. 1 4, ` Designed By ill ,.-<' �, WY,ZD,DG L --' r)! ]ciij Drawn By L i) 'ce �i BB, KJ i -:3 • ' Checked By C • ; i 1A 1A j 1A 1 Ti .....,•• 1 17857 • .. BASEMENT TOP OF SLAB ] EMENT TOP OF SLAB BASEMENT TOP Project Number 55 — — — 4 a " j .. t a — 0—-0" — 4 - o ,. _ — 0,-0„ — g 4...a a. ..._..tl 0*-0 a '` a.: = _ : _ - a - - • a - _ a ' Tea 1...1._,:...f: ' • a • I a _ ;a 3 e t ( } J\ t14 ;;;;;-----; ; I---- I I-------I I I I I :-..-.-----I I I ir-----; I I.-------I I I---- A4 i 1 3 i ' i _ . Sheet Number 6Copyright 2016 1 WALL SECTION - CORRIDOR 2 WALL SECTION - PARTY WALL 3 WALL SECTION - UNIT INTERIOR WALL ii If this drawing is less than 24"x 36",it has .� A4.13 SCALE: 1/2"=1-0" A4,13 SCALE: 112"=1'-0" A4.13 SCALE: 1/2"=1'-0" been reduced.Scale accordingly. CC STAIR IDENTIFICATION STAIR IDENTIFICATION SIGNAGE, SEE DETAIL 4/A8.06, - SIGNAGE, SEE DETAIL 4/A8.06, A TYPICAL AT EVERY E TYPICAL AT EVERY FLOOR STANDPIPE STANDPIPE 172-7 FLOOR WHERE 7 WHERE -_ REQUIRED REQUIRED ,--- 4 2 x 6 i I % 1 • ,-,,,,-,7,- 4'-2" '-7", 4'-2" ' 22 i' / /1 - PT -7;ct. - i -.. ,..... • ; ... -- - _ , ,b A3 El c-0 Ea m. c- ii) ; •, . . co, .., co CI Otak Architects, Inc - ib x c‘r 1 DN [ ''s6‘ C\I' % M. 808 SW 3rd Ave, Suite 300 i UP if DN Portland, OR 97204 , a Phone 503.287.6825 , _ Eli 1 - Fax 503.415.2304 Li 1 . , EZ i-- w 0 , 1 co River Terrace East . 0 I 15 I I-. LANDING .- Z., I 51 A8.12 __ ABOVE r __5 .„.....„..,,,_........ SW Roy Rogers Rd. 9' 11" ;cr 4'-2" 1'-7" 4'-2" ) - - A8.12 1 0 TYP @ FLR Tigard, OR 97223 F • 1 _, . /...„FLOOR ., ..„, 0 4 A 16A I 1 i - 1:: 1 ..... A8.12 ----, -;,, 1J A ill 16A ..------------- --.. ---. --, A • rill[ FA' 0 / F 9'-11" 1\ West Hills Development . . AI, B Ak D 735 SW 158th Ave., I B A5.01 r D A5.01 Beaverton, OR 97006 E ROOF TRUSSES, BY OTHERS 4 12 PLEX (DOWNHILL) - SECOND FLOOR STAIR PLAN 5 12 PLEX (DOWNHILL) - THIRD FLOOR STAIR PLAN A5.01 SCALE 1/4"= 1-0" A5.01 SCALE: 1/4"= 1'-0" I 6 6 A8.04 - — .-- THIRD FLOOR TOP OF TRANSOM AI _ ._,9t- 40'-107/8" _ WALLCONTINUOUSTO C, ) i "Th f.'"'S'f, X :( 1:- . A-YT1--'(-X-V-'' •-( - 1 THIRD FLOOR TOP OF PLATE__ UNDERSIDE OF OF 2-HR .. i - I RATED ROOF/CEILING ) ASSEMBLY#8A,TYP 3 ___ _----------1 — INTERIOR STAIR WALLS • Eg •--. 11 • ;. . SOLID BLOCKING AT CORRIDOR ;-- -:, -.- STAIR WALLS FOR 2-HR :::::: E• 1 I FIRE BARRIER .:,,,,.. • :;T:::'1,;,, :,;' CONTINUITY,TYP. -',:, 1 -711 :.--. a. 1 I '-, ,, TYP©2HR illalk kr — • ) 4:06, ,...: , 22 01 . ; 1111 , , , , „,,,, WALL ( l'i;P. A8.02 0 , rwir STANDPIPE "k _ w ' — .:, CONNECTION WHERE - 4 : REQUIRED 37241 -4 ,',.:•let,,,i ,4 ...1k4_ 1 ' '•: sk- 4 ' ,,.. `. .._, THIRD FLOOR TOP OF SHEATHINGAt 111111111111111111111 - — -.- - ' N_____I--6. - - 2 x 6 • aZ BRIAN R.FLEENER sat - — — — STANDPIPE • - -J• ll 3 ; -.-:„,„.„, 20 — — N— SECOND FLOOR TOP OF PLATE WHERE 1 • q-13/14 7 _ + i : A8.1 1 1/4"GYPSUM CEMENT REQUIRED 4'-2" V-7" i 4'-2" /6 r2-2- %)RTLAND,ORx\kb- ,- - 1 ,,," -, A6 c", F • ,..„ ::::- I „ UNDERLAYMENT OVER 22 .-,- .. , kr 22 • il ,---. WOOD SHEATHING,SEE . ;Cr cc ,t / A8.12 P r . ,),I 1/2"GYPSUM '..•:: CORRIDOR I 25A I 71 i. -1-1111 1 • -_,;z- ! 11 1 1 11 26 ., ',;: - ,„// =;!) LANDINGS,TYP .,- 'N • ,[..._ . , N .? .7' ..4.. ....., A8.04 , - ' i D': TYP '6 I II co -----• TYP,,,,,,,,-',- 7 , I x 5 BEAM PER ( - , , I I IN kr I -- ' I 12 Plex Downhill • _ _ c.., .. STRUCTURAL .......-,__... „ ro ta _. - II © I 3 pi , .." OUTLINE OF STAIR, .,,, , ... cc 4--. _.1- ;>'',,, a ' ,,-, 1 Stair Plans & E, . „„,,,,, SHOWN FOR CLARITY ---.--- - II . c-Y-) J'•--- - I , _ .-,,-_, -;),' ':'-')-.-)-r- "-c_SECOND FLOOR TOP OF SHEATHIIN , i 03 4 - , - ..• II ._.,• I „-- co 25A • i 1 I'- 11 -77: ,,,, ' :-. _.....--- HANDRAIL FIRST FLOOR TOP OF PLATE 4,11, d ' 1 I ai — '.- 1 — ''''..` . TO RETURN __ , 701_ Ifil- 14.--- 1-§'-1 1/8" `41' , . . .• - I 1 . me •:,., TO WALL,TYP T----7 ,•: 11A I . . _- .- 1 B 1 ,, . II , . - 1 1 _ 0 Section ig \ —77 `:!.,,,,, ---.-:„,,, BEAM SUPPORTING , 4 _ @ 1 .. II . r... GO 15 :;-: , 1 ”•..;,,,,, WALL ABOVE,SEE -5; I • •_. I I A• - a. .4 1/2"GYPSUM '''''',-,,,STRUCTURAL , . 0 I zo < + ?: _____. N 1 I/ - : - in < • 1 ,-- W iv kr , BOARD _ -:-„,,,, 1 . ,. I ..- w cc I rx AT MID-LANDINGS, ',:--,,, ,k • i.. , kr . Cv) to TYP ,„ .. '.-- '-:,,, (-.1 25A r... - bi © ORRIDOR ::,1 , A E—V-7, —.I „, ,: I 01 25A ' b F -,,-• •-, Fi-- I 1 Z A812 . ,,„ ‘c ii 6 TYP© •,'., ,,,,,., 1___ . FLOOR E A811 I I ; I o Bo Bo I - ._ . 3.:. /--'---'-'- °!'d ,,,,,, 1 ,--,... , ' . i .. .-..1.• „ FA-41 i i I , _ i , ,.. b -,- FIRST FLOOR TOP SHEATINGAp, .. ___._.,,— F. -4 ,.. ,, 1 , 2 07.13.17 Plan Check Responses m • 14Pm" ,., . 9'-10 1/2" '4' ..., . - *-, •-• - BASEMENT TOP OF PLA"1-E ,, ..• • # Date Description AO . _— _ „__ trild- _ ... 4 7 .. \„• • _ __.. UP -- •:. - UP N. Revisions 0 -;,--,,,,„. -- • LEVEL EXIT -- BEAM PER •••- :, 1 I 1 \ - • NA - 1 • = ,,„ —1* .: ; ! - . Ce DISCHARGE GATE - STRUCTURAL, •-- February 15,2017 TYP , . : , , - - , . : --.--. ! ! ! ! ! !----- 1 kr 4• A- 9'-1 1" 4- - 16' 51 ! 74- ''-11" • 16A - i '; ,(1, .e" a Date 0 kr -:,- ll ,:-,,,,, 2 0 -' • ; : ; ! ; ; ; .-. - - STAIR IDENTIFICATION - co STAIR IDENTIFICATION A ) A « II I ' • SIGNAGE, SEE DETAIL 4/A8.06,12\ I SIGNAGE,SEE DETAIL 4/A8.06,/Ly BB, KB, SM ,: =4 - Z . NI- ti) o @ , CORRIDOR -' rA I , co x 1,_on rii2 •!,:, 41111 ! ! ! ! !___ 1 7.4. TYPICAL AT EVERY FLOOR Zi .::, TYPICAL AT EVERY FLOOR / as • F -: -2- 4• : Designed By ,-; , : ; i ; • N---- 7• as l r, t a_ 1 Drawn By _I* , i , 1-1-21 NNN ; ; ; it -- LI co _1 [ __ I . - 2,0 _/111 II BASEMENT TOP OF SLAB Ai, Checked By bk. , - 0.-0" N'IlF ' -' . Till; - - 17857 ." _ . : . 1 . II. B ilik D B A5.01 D 2,0 - Project Number •Vr I__ --11 : I _ ^. ! ! I— - ! ! !------' _ __ : : ----, . i I. A5.01 • I r' .. -s v, 12 PLEX (DOWNHILL) - STAIR SECTION 12 PLEX (DOWNHILL) - BASEMENT STAIR PLAN 12 PLEX (DOWNHILL) - FIRST FLOOR STAIR PLAN _____ _ . .P. (.) A5.01 SCALE: 1/4"= 1-0" A5.01 SCALE: 1/4"= 1'-0" A5.01 SCALE: 1/4"= 1-0" Sheet Number Copyright 2016© IZ If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. cv a - ELEVATION KEYNOTES UNIT PLAN NOTES - 1:''- ___/ , 0 - 4 - 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR - 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19„AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. - _ 7 24"NITS),OWEL BARR E BLOCKIN48"AFF G 5 IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED Otak Architects, Inc 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& Portland OR 97204 UNDER CABINET.SEE 4/A8.12 FOR KNEE 12 JA8.11 FOR PLUMBING AND ELECTRICAL ' r el ® CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Phone 503.287.6825 AND SUPPORT. 7. SEE 1 JA8.11 FOR TYPICAL INTERIOR WOOD Fax 503.415.2304 22 ® 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 11. LINEN CLOSET W/REMOVABLE SHELVES (.1. --.6,,„, 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. <-- I 1 --' 3.. .-_ CIE)---______,__��`,_ 11,-' _ SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD -- r OPEN TO 13. 4"MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. s~ .�\�I�r:`>��, I ea iD ( MICRO- % � ® '� DINING/LIVING APPLIANCE)WHERE APPLICABLE 1i� 10. SEE 13/A8.11 &14/A$.11 FOR TYPICAL RATED p r�^ r� ,i - Ir ®i L 14. OPEN SHELVING WALL INTERSECTION DETAILS. River Terrace East >� 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES,ENVIRONMENTAL, 28 ` I - ` 1`7 _ HOOD CONTROLS,AND OTHER CONTROLS SHALL BE _ 16. PLASTIC LAMINATE COUNTERTOP WITH 4" °° - 11-4A-7=1-77,- 48"HIGH MAXIMUM ABOVE FINISH FLOOR. 13 1_ I`, e RANGE B~-� o �/ DW17. VANITY DRAWER UNIT BACKSPLASH AND T CABINET (TELEPHONE/TELEVISION OUTLETSESPLASH ELECTRICAL, ) REFR .'---F -�� _ -- 18. SINK BASE CABINET,TYP ` % co RECEPTACLES ON WALL SHALL BE NO LOWER - , `� _ 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. SW RoyRogers Rd. r • I�� , 20. PLASTIC LAMINATE COUNTERTOP AND TILE g 4A 36 VERIFY• 3C .1,2' STANDARD UPPER LEVEL BACKSPLASH,TYP 21. PLASTIC LAMINATE BAR TOP 12. HEAD DETAIL,AND 3/A11FOR B FOLD. Tigard, OR 97223 2'-6" UNIT KITCHEN 13. ALL FAUCETS TO HAVE LEVER HANDLES AND VERIFY W/MFR WJ MFR ELEVATIONS INCLUDING 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. NOTES AND DIMENSIONS W/MFR 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ADJUSTABLE SHELVES SHOWN HERE 24. STANDARD BASE CABINET WITH DRAWER(S)& AREAS TO BE REINFORCED FOR GRAB BARS, SEE 17/A8.12 FOR REINFORCEMENT LOC UNIONS. 25. COUNTERTOP MICROWAVE,PROVIDE BY A5.10 SCALE: 1/4"= 1' 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ALARM NOTIFICATION APPLIANCES. UNITS ARE 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER • HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND West Hills SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER _ REQUIREMENTS AT TYPE A'UNITS 20. SEE D TAIL 4/A8.11 FOR' A8.1FOR,WATER HEATER Development 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 -OPTION B- 1 TOILET SHALL COMPLY W/ O1 Q CD . 0 MEP%° 0 1004.11.3.2 ( 2 ) •:-----1'.1"s, 0 zo MINOR 16 © 43 tcr . _, _ _ ____ . ill ie, F i @ - 4D vii 6 a 4D 4D Fl c=t1 a) 13 _.::",.P. i c .... ,,,,/ •• ... IMIIIblrorrmirrirrioomMl MIN li - Illmoom 1 • 2A .1,1' -0 ,I 2B 2C 2D STANDARD UPPER LEVEL UNIT BATHROOM 1 -4,-} 1' , ,► 2 3"MIN ---.1, -1'-0" ELEVATIONS INCLUDING 0 NOTES AND DIMENSIONS UNIT 1 .1 BATHROOM ELEVATIONS SHOWN HERE A5.10 2SCALE: 1/4"= 1'-0" 37(tg:5°)°°°Ffto-cr* MIA R.F NER!� 10'-91/2" 2'- 10" / 5`-51/2" 9'-6" / . . 25A _ 21A /� ' 21A IT, .� z: 1 1A ; :- 41r - P MAN ,OR ,, :, . r-aa fcr....: U a • X �' "v REFR o .tcrØ2AQ N u_ U - ! 2 o BATH 24B - w CL D3 • f co 3A ! a � d ! o in 2D A5.10 2B ClC1 • do 11A N L 4A C - SHELF 24A ENTRY o A5.10 3B d a - Unit Plan 1 .1 ii LINEN J H , CV 47_ 't- SHELF W/ROD D3 3C °a 24A�' 24' / N KITCHEN CLOSET f iii ELEC.ELEC. t° ^ `" -1 N o E1 �* PANEL /"24A r ii DW I D a 24A 7\F2 c> 1 , ° ° I N I ` • N 2X6 -� N 6'-4 1/2" , LAU N D RY a - - - - _ o W II D I'; \/ Alk 24B E Cl SHELF 24A M A8.12 N 1-2-2---• 2X6 • 7'-2" / r N 4B BEDROOM5'-8" � � PTAC 24B TYP i, v 10'-4" LINO I i # Date Description cr 0 LIVING/DINING z Revisions " Q FEBRUARY 15,2017 ---, Date U11A n BB, KB, SM w l'---144- Designed By DECK/PATIO AT GRADE r -----)32 ZD Er Drawn By 45 11 ® 0 ` BB, KJ - {�� Checked By N g 17857 U pProject Number CT " m L - GROSS SQUARE FOOTAGE PER UNIT: 616 SF A5 • 1 0 - D 1 UNIT 1 .1 FLOOR PLAN v 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© ii If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. - ELEVATION KEYNOTES UNIT PLAN NOTES = a 9 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 =-----__ SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL,4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. --_-,_---_.7.-,- 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. F 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. - T 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 23 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 ® 1910. 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 `2 - 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. ��, ,/ . ■ OPEN TO 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD -11-' c-,------\- -r- �� --. -�\ 13, 4'MI DF BASE CONTINUOUS BEHIND �\ � �xr A� �? r DINING/LIVING APPLIANCE)WHERE APPLICABLE -': - - T�� 1AIGR0 -r'- '- �T 10. SEE 131SHELF DA8 11 &141 A$.11 FOR TYPICAL RATED `�1 1 �� 3 ea ` ! J `-- -- € I 11 WALL INTERSECTION DETAILS. ID 15. MICR SHELVING River Terrace East f � 15. MICROWAVE WITH BUILT-1N RANGE EXHAUST 11. LIGHT SWITCHES,ENVIRONMENTAL, ID HOOD CONTROLS,AND OTHER CONTROLS SHALL BE -Ai:, _ 1111414: 48" HIGH MAXIMUM ABOVE FINISH FLOOR. . l 16. PLASTIC LAMINATE COUNTERTOP WITH 4" o �� 17. VANTY RAWER UNIT CABNETre 24 ELECTRICAL,TELECOMMUNICATION (TELE41) REFR - E'�/T\�= S) - RANGE 1\\�- 18. SINK BASE CABINET,TYP DW RECEPTACLES ON WALL SN HALL BE NO LOWER �`., in `�� 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. !, ` r - MII�� 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR SW Roy Rogers Rd. - ,- 2' 0" BACKSPLASH,TYP 4A 3B 3 2' 6" 20" 3C HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. Tigard, OR 97223 ' ' STANDARD TYPE B ICC/ANSI 21. PLASTIC LAMINATE BAR TOP VERIFY 'VERIFY' 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 2'-6" ACCESSIBLE UNIT 22. STANDARD WALL CABINET WITH NO SHELVES VERIFY 3 W/MFR W/MFR KITCHEN ELEVATIONS 23. STANDARD WALL CABINET WITH(2) SHALL HAVE 1.5 GPM FAUCET AERATORS. 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE W/MFR INCLUDING NOTES AND ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, DIMENSIONS SHOWN HERE 24. STANDARD BASE ADJUSTABLE SHELF WITH DRAWER(S)& LOC 17/IONS. ALLA8.12 FOR REINFORCEMENT 3 UNIT 1 .1 - B - TYPE B ICC/ANSI ACC UNIT KITCHEN ELEVATIONS 25. COUNTERTOP MICROWAVE,PROVIDE BY A5.12 SCALE: 1/4"11'-0" OWNER 15. ALL UNNIONS. ITS 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 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 Development - 20. SEE DETAIL 4/A8.11 FOR WATER HEATER - - STRAP INSTALLATION 735 SW 158th Ave., 21. TYPE B UNITS W/2 BATHROOMS: 0 I I © j -OPTION A-ALL TOILETS SHALL COMPLY W/ 1004.11.3.1 Beaverton, OR 97006 =WI © 6 © -OPTION B- 1 TOILET SHALL COMPLY W/ © - MIOR `,� Q 1004.11.3.2 C. =� , .kms r' , L J L s 6 II 02..... 41 � �. MIN 3A 4' 2'-6" 4' k.1. 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" (5)Itsetet........_ BRIA R.FLE NER ` 3 10'-9112" 2'-8" 5'-7112" 9'-6" . g ( 4 /17 I' RTLAID,OR TII 21A fe& + _ OF 0 ' - 2X6 i- 2X6 I o U :. .... .- -- - - T II � .; _. ' 2X6RI- 2A ®® j o M ? 2D A5.12 2B D3 c ... ,/ " N C1 ! T ENTRY 3A' M ' N r --- . ' . :� Unit Plan 1 .1 - BATH it 4 LINEN 24A - N ��._, 2C . Q M - ---- �...:- ..._.___ A5 12 38 / . Q Type LJ N N 2411 D3 co KITCHEN7. J �" 6 x SHELF -- 3C _ CLOSET 1 a NH m-I 8" 197 E PANEL - > DW ° o. Y' T TT 4' t 1 N in 6'-4" f LAUNDRY >( _ a a II U T ' o W D 24A ti 1 N Cl SHELF " A8.12 jj 7'- 1 3/4" 1. BEDROOM24B 5'-8" Cr • # Date Description tV (P.1 248 Revisions LIVING/DININGII v FEBRUARY 15,2017 O I Date , BB, KB,SM as a Lu I PTAC as Designed By O DECK/ PATIO AT GRADE ` ZD B2 _._. �� 1� Drawn By BB, KJ ;n LI 0 Checked By 17857 0 -1 Project Number cr y 1 GROSS SQUARE FOOTAGE PER UNIT:626 SF A5 . 1 2 -- UNIT 1 .1 - B - TYPE B ICC/ANSI ACC UNIT FLOOR PLAN - U Sheet Number 6 A5.12 SCALE: 1/4"= I'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016 O If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. ELEVATION KEYNOTES UNIT PLAN NOTES - �_ x -- 1. SHOWER CURTAIN ROD = ® 3 ; 2. TUB/SHOWER ENCLOSURE 1. REFER TO OVERALL BUILDING PLANS FOR DIMENSIONS FOR UNIT VARIATIONS AT - 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. - SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, t 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/M.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR a@ 48"AFF(45" IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING Otak Architects, Inc 8. BASE CABINET WITH DRAWERS CEILING PLANS FOR ADDITIONAL INFORMATION 9. REMOVABLEACABINET, CONTINUE FLOORING AT EXTERIOR WALL CONDITIONS. 808 SW 3rd Ave, Suite 300 REER CABINET. NETE 4/NTIN FORKNEE6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& Portland, OR 97204 CLEARANCE REQUIREMENTS WHEN REMOVED 12/ FOR PLUMBING AND ELECTRICAL Phone 503.287.6825 AND SUPPORT. PENETRATIONS AT RATED WALLS. 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 f 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. ��"�\ �`� I1�l7 �� `�\ a., ��^�\ .\y �\` !'%' SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD OPEN TO" �� `-- '- ```� J'- `-`; ;'- '-`-- 13. 4 MDF BASE(CONTINUOUS BEHIND SHELF DETAIL. DINING/LIVING `�-E� - �- remQ---,-,-67-`_ __,'_ �_ APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11&14/A8.11 FOR TYPICAL RATED ' �T 14. OPEN SHELVING ,,, `�I �� \t �� WALL INTERSECTION DETAILS. 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES,ENVIRONMENTAL, Ver Terrace East HOOD CONTROLS,AND OTHER CONTROLS SHALL BE n do 1 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. o, o e - = (" ---9-9-'_ ® - BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION 41. b 111 ,�'1� /I"�. 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) __ 18. SINK BASE CABINET,TYP RANGESW RoyRogers Rd. ---III REFR 19. PAINTED GYPSUM BOARD SOFFIT RECEPTACLES ON WALL SHALL BE NO LOWER DW \ �� \ �� THAN 15"ABOVE FINISHED FLOOR. --I- - 20. PLASTIC LAMINATE COUNTERTOP AND TILE 9 \�/ // t� ___. I e \�/ \v/ BACKSPLASH,TYP 12. SEE 2/A8.11 FOR TYPICAL B(-PASS DOOR 3A 3B 3C 21. PLASTIC LAMINATE BAR TOP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. Tigard, OR 87223 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 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 1 .2 KITCHEN ELEVATIONS ADJUSTABLE SHELF LOCATIONS. 25. COUNTERTOP MICROWAVE,PROVIDE BY A5.13 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 DRAWERS& TO BE PROVIDED WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SURFACE WITH 27. SHORTER REMOVABLE BASE CABINET AT SINK APPLIANCES IN ACCORDANCE WITH NFPA 72. WORK SURFACE PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WITH CONTROLS AT FRONT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE 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. West �+ 18. SEE 17/A8.12 FOR WATER CLOSET AND it��ia7t H I I til 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 Development v 1 1�i1 1 -- STRAP INSTALLATION 735 SW 158th Ave., 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ Beaverton, OR 97006 E O 1004.11.3.1 0 \ -OPTION B-1 TOILET SHALL COMPLY W/ MI�" OR 1004.11.3.2 r� - - -m-i r� - m .. - /\ I O O p 11111111 E4 6 / /,/ I,I E 11111 _ _ 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" {4- _` 3720M 13'-51/2" RIAN R.FLEENER • A 1411 • _ t k RTLAND,OR ir ❑ 0 WV (V I 'I o DECK/PATIO AT GRADE ____ 1,.., 'III' 2 io N . O (2. PTHC - iri Unit Plan 1 .2 N O N M v 2413 hi hi ID' 5'_8„ Zo LIVING/DINING a .10 its BEDROOM ELEC. 24B _ .a. PANEL 08.12• 20 C1 2X6 l1 24A ^, SHELF ^ 24B 6'-9" 1 W I I p N 24 N �, 7 -4 1/2 U LAUNDRY "' lir _ _ X6 El co 24• rra > DW I .2 _ • ,, \/ \/ ua I I I i c \ CLOSET �� ✓ ----I-J - as 1# Date Description N SHELF 24A Co \ 3A 1 _ Revisions 2A ----\\\1 15 /,...„,\ 24• A5.13 3B CO r FEBRUARY 15,2017 o 24A \ co LINEN i b Date v -N 2D A5.13 2B N• 'SMI ENT'Y /1'-8",i+ 3C T BB, KB, SM 11)co ' BATH C1 24• D3 / I A� KITCHEN i co C / 61 bo ______ _t...._ Designed By ili 12 o r CL�in REFR I I- i ZD i �� I, f2-1 S I N ----- � � Drawn By v �'- w i 21A i N BB, KJ w 25A 25A F:i!..---2a 1 A�.� Checked By E -10" 2'- 10" 5'-5 1/2" 21A 21A g'-6„ Jr 17857 U pProject Number 0 N 1/A5.10 FOR ADDITIONAL N1 UNIT 1.2 FLOOR PLAN UNIT PLAN INFO GROSS SQUARE FOOTAGE PER UNIT:613 SF A5 . 13 - SEE 1 3 6 Sheet Number at 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 LD it /f this drawing is less than 24'x 36',it has '� been reduced. Scale accordingly. Cr ELEVATION KEYNOTES UNIT PLAN NOTES0 - 51 • - 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR ----------7---- - ® 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT "' 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. -- SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, �� 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. -= _ -_ 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. � U - 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD -- UNITS),PROVIDE BLOCKING UNLESS OTHERWISE NOTED. Otak Architects Inc 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 808 SW 3rd Ave, Suite 300 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& Portland, OR 97204 UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL Phone 503.287.6825 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Fax 503.415.2304 0 22) 0 0 (23 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. wa 0 I A (23) 22 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER ♦ �� > / 0 15 �/ ,/ \� ,/ \� {� 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. is 7__" ,__r -. I! _�_��__ -_ I f SWITCH 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD OPEN TO' ~ °j ® X 20 20 13. 4" MDF BASE(CONTINUOUS BEHIND �_ 2__� 1�_\ \ _��__� SHELF DETAIL. DINING/LIVING - % \ / !MICRO ` - APPLIANCE)WHERE APPLICABLE • �� \(� V (24) �� `j/ `LI 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED River Terrace East _ ♦ ♦ 14. OPEN SHELVING N .. WALL INTERSECTION DETAILS. +>� `� 24 41 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, HOOD . 1�ii �- � [ CONTROLS,AND OTHER CONTROLS SHALL BE Co o=IV 't I - o °° ° - - e - 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 48"HIGH MAXIMUM ABOVE FINISH FLOOR. _ � � � ^� f � BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION `' ` �' �� ` 17. VANITY DRAWER UNIT CABINET DW _-\-) RANGE - -_ _ ,� REFR {TELEPHONE/TELEVIS[ON OUTLETS} EllMi \� r� , 18. SINK BASE CABINET,TYP RECEPTACLES ON WALL SHALL BE NO LOWER SW Roy Rogers Rd. � �.� r ��' - �' , ��' . _ _ _ _ 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. „ ,- ilk „ 20. PLASTIC LAMINATE COUNTERTOP AND TILE 4A I-2'-0" 3'-0 }_ 4B ,2'-0 jr Z-6 1, I, 4C 4, 2 3 4,2'-0, 2 -6 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR Tigard, OR 97223 �( .iVERIFY�t 2 VERIFY' BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR Bl-FOLD. VERIFY' W/MFR W/MFR 1 -0 W/MFR 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE 4 ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, UNIT 1 .2 KITCHEN ELEVATIONS 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT ADJUSTABLE SHELF LOCATIONS. A5.14 SCALE: 1/4"= 1'-0" 25. COUNTERTOP MICROWAVE, PROVIDE BY OWNER 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OSHORTER REMOVABLE BASE CABINET AT ALARM NOTIFICATION APPLIANCES. UNITS ARE 26. SURFACE DRAWERS& TO BE PROVIDED WITH THE CAPABILITY TO WORK ADJUSTABLE WITH SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NEPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. West H'II 18. S SEE 17/A8.12 FOR WATER CLOSET AND - SHOWER BLOCKING LOCATIONS. 19. SEE 17/A8.12 FOR WASHER/DRYER Development REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION 735 SW 158th Ave., 0 0 0 0 0 0 0 as 21. TYPE B UNITS W/2 BATHROOMS: Beaverton, OR 97006 -OPTION A-ALL TOILETS SHALL COMPLY W/ 0 a © C) 1 •I 1 0 - © 1004.11.3.1 ROR _34,r -OPTION B-1 TOILET SHALL COMPLY W/ 0 0 b nill 1004.11.3.2 El0 it, J- -.,- ' r- _ii � /1 N _a L _ 8 i ID ,Ij ' d ii/ ibilk_ et \�� - <V 3A 3B 3C jr i it, 2'-3" Jr � r 3D 1. 1'-0„ 1'-01/2" 3 UNIT 1.2 TYPE B BATHROOM ELEVATIONS ($.3.4.-)A A5.14 SCALE: 1/4"= 1'-0" r7). nos/S 20 BRIANR. LINER C I II . RTLAN ,OR ❑ ❑ %' 44'OF CS ir-- _______--5=1 a PATIO/BALCONY 62 G H'�- -' o . N PTAC -• Unit Plan 1 .2 - 0 N Type N _ M N °' • 246 w io v 5 o_ BEDROOM 46 LIVING/DINING - 24 C1 .. A8.12 LAUNDRY 24 0 7'-41/2" f '- 1 J W D M a > U I 0 0 , I r--- DW --- • to El 4A 24A > F24 ��/±' DW rn 24A' _ I I T_ ♦ ELEC. -1 -i I -1-- as N ($'-22? L PANEL 24A . .M_.___.._......i J I :evisi : e Description 124A D ° i 4A ♦ ♦ :- i u 24B1II I -ted • FEBRUARY 15,2017 ,/;\ cn I 3A , 24A 24A ; A5.14 B i 0 0 co Date II N 3D A5.14 3B a 0 ',"=-2 N BATH `� Cl I `. 4C ' BB, KB,SM tD . 1; I B - REFR KITCHEN -IDesigned By 8 um 3C,' 03 /\ co � .._ - - 1 I - _ ' > _ I 1 ZD ES :1 I 10 / > I _ I I _ - I p.J I a i -1 r , Drawn By 41 1♦ I - l 0 -1,.........-P it l \/ -% BB, KJ c Checked By U / 10'-101/2" /2'-91/2"/ 5'-0" / 9'- 111/2" / 17857 0 o Project Number 6 a _ J^ a� A5 . 14 --- - - 1 UNIT 1 .2 TYPE B FLOOR PLAN U Sheet Number ui A5.14 SCALE: 1/4"= 1'-0" Copyright 2016© it If this drawing is less than 24"x 36",it has been reduced. Scale accordingly. C2 tr ELEVATION KEYNOTES UNIT PLAN NOTES - -_ - 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR PI 'et 4 .z-__ 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. m = - - - SEE DETAIL 17/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. - -- -_-=-- - _( ELEVATION KEYNOTES UNIT PLAN NOTES .- �` - f) -- iso 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR ' DIMENSIONS FOR UNIT VARIATIONS AT 2. TUB/SHOWER ENCLOSURE " 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, wo 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& Portland, OR 97204 UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Phone 503.287.6825 AND SUPPORT, 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Fax 503.415.2304 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. IIIIII/� 11, LINEN CLOSET W/REMOVABLE SHELVES C L r� /� CO © 0 c 12. RANGE HOOD UNIT WITH WALL CONTROL 8. SEE 17/A8,11&18/A8,11 FOR TUB/SHOWER O N\- j © � Q Q © SWITCH 9. SEE 3ENCL0/A8.12 SURE DETAIL ITY TYPICAL CLOSET ROD I OR © © II 13. APPLLIF BASE IANCE)WHOEREINUOUS APLICABLEND SHELF DETAIL. 10, SEE 13/A8,11 &14/A8,11 FOR TYPICAL RATED `° n 14. OPEN SHELVING ' M 9 O 15, MICROWAVE WITH BUILT-IN RANGE EXHAUST 11, LIGHTISWITCHES,IENVIRONMENTAL, River Terrace East ` j 2'-6" 1 IHOOD16. PLASTIC LAMINATE COUNTERTOP WITH 4" CONTROLS,AND OTHER CONTROLS SHALL BE ■�r� 48"HIGH MAXIMUM ABOVE FINISH FLOOR. r -1 I- - - - - - BACKSPLASH AND SIDESPLASH- L `- ' 13 ® [ _ _ _ ] ® ® ■ 17. VANITY DRAWER UNIT CABINET (TEEPHONE/TELEVSION OUTLETSELECTRICAL, )18, SINK BASE CABINET,TYP - �� RECEPTACLES ON WALL SHALL BE NO LOWER SW RoyRogers Rd. ._.M N N r7 r 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. \ / 1 �!_... 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOORN. g 3B 3C 3D SEE 3/A5.12 FOR BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD, Tigard, OR 97223 3A 21. PLASTIC LAMINATE BAR TOP ICC/ANSI ACC TYPE 13. ALL FAUCETS TO HAVE LEVER HANDLES AND _42'-3" B BATHROOM 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. ELEVATION 23. 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, 3 UNIT 2.1 - B - TYPE B ICC/ANSI ACC BATHROOM 1 ELEVATIONS 24 ADJUSTABLE SHELFSTANDD BASE CABINET WITH pRAWER(s)& SEE 12 FOR REINFORCEMENT LOCATTIONIONS. 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 '/e�� LJ'ills SHOWER BLOCKING LOCATIONS. West n - 19. SEE 17/A8.12 FOR WASHER/DRYER _ - - REQUIREMENTS AT TYPE'A' UNITS Development 22 20. SEE DETAIL 4/A8.11 FOR WATER HEATER STRAP INSTALLATION 735 SW 158th Ave., 0 0 IRE. 0 0 0 E1..111 ® 1921 PTIONAIALLVTOILETsSHALL COMPLYW/ Beaverton OR 97006 Q LQ 23/ 1004.11.3.1r� 115 OPEN TO ,' ,r' <- `> ,.r- 15 -OPTION B- 1 TOILET SHALL COMPLY W/ IW 471) ID IIII MIR�OR 411r1 DINING ;TN'G ' K' �• r 411 1004.11.3.2 13 I 4E1 4151 /' IN �� MIS �� E E .m �-7„7-- r )' 28 El - �I E pi E 24 IIlimmorn ►-rim '� r r 1f . oAr- o a Ii� � o r , r r _ <- , > 11111 DW ill in _ RANGE )11 MEN .ria......... m 2A 2B 2C 2D SEE 3/A5.12 FOR 4A ir 2'-6" 2'-6" j, 4B 4C 2'-6" �2'-0". 3 -0" ICC/ANSI ACC TYPE 2" VERIFY 2 -0„ 3 -0„ 1 -3„_I SEE 4/A5.12 FOR TYPE B 1'-0'"--J '/ B BATHROOM W/MFR ICC/ANSI ACC TYPE BE 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"= 11-0" (4511)..404 c,,t.‘te i CLOSET ` 3720 4 -1' x6 -9' VeS irLAND,0R4 .at yolA 8 -11 1/2" 5'-1" 7'- 11 1/2" 5 -0" 3'- 11 1/2" _20 cp, a (6 ,_ OF X*'� . -- X Ems • - Ile , r...., 1 __ M BAT -I I -- Nr 1 EE REFR 2a -•- BAT B �; W H1 ' 2", 1 ao ■ a - i v / .... F2: 3D A5.20 3B ici _ 2D A5.20 2BH ill ® ,/ 5A T ENTRY __,L , M CLOSET D p -, z _ 1 D N 3C Unit Plan 2.1 - B �• e : x s 1 .v#2 o 2C 0 b 4c A5.20 i i to \�� ,��, N �� - Type B N E ► ■ , , _ 11111114i U, 6 IX __4B,., , SV#2 PT#2 Np � � °W > M D2 E° c1 p1 -J �' s CLOSET "' a. N ' 2X6 N IL arte a_ �� ryCl U U A8.12 Cl ELEC. r'-11/4' 4'-81/4" PANEL• El 11: E BEDROOM N # DateDescrip#ion LIVING/DINING Revisions w ,�,r�,��, FEBRUARY 15,2017u0 _ 'daPTHCDate U w , KB, SM 1-4 i1i alicfl��l!�_ PATIO DesignedBy T ZD Drawn By v rit BB, KJ c Checked By cv 3 17857 u 0 in Project Number a 0 GROSS SQUARE FOOTAGE PER UNIT:909 SF usA5 , 20 _ _ 1 UNIT 2.1 - B - TYPE B ICC/ANSI ACC UNIT FLOOR PLAN OPTION A-BOTH BATHROOMSS COMPLY W/1004.11.3.2 - 6 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 U - it If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. C ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT = 0 ---- 11- 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. - - SEE DETAIL 17/A8-12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, W = 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. _ 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45'IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 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 1A8.11& UNDER CABINET. SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6825 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 EDcz) 0 Q 1 0 12. RANGE HOOD UNIT WITH WALL CONTROLSWENCLOSURE DETAIL AT WALL&FLOOR. © d 6 2 NMI 13. 4"MI DF BASE(CONTINUOUS BEHIND TCH9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD ��"""►►�� I I 6 � 1 j / _., 0 14. OPEN SHELVING WHERE APPLICABLE SHELF /A8.11 DETAIL. 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED MIRRO WALL INTERSECTION DETAILS. 1g � 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES,ENVIRONMENTAL, / 17 / HOOD CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace East 16. PLASTIC LAMINATE COUNTERTOP WITH 4' 48"HIGH MAXIMUM ABOVE FINISH FLOOR. N 18 1 / @- - - BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION ria�� \ 17. VANITY DRAWER UNIT CABINET Q �. RECEPTACLES ON WALL O ALL BETNO LOWER ® a �• - �, ., �� - 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. ® ® ® 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR IMII ollir, iv ��J,�� BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. SW Roy Rogers Rd. .., ma ` .m.,� tt ` 21. PLASTIC LAMINATE BAR TOP 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. Tigard, OR 97223 3A 2 -3" 3B 3C 3D SEE 2/A5.10 FOR 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE g �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. 3 UNIT 3.2 BATHROOM 2 ELEVATIONS 25. COUNTERTOP MICROWAVE, PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE OWNER ALARM NOTIFICATION APPLIANCES. UNITS ARE A5.32 SCALE: 1/4"= 1'-0" 26. SHORTER REMOVABLE BASE CABINET AT TO BE PROVIDED WITH THE CAPABILITY TO WORK SURFACE WITH DRAWERS& SUPPORT VISIBLE ALARM NOTIFICATION ADJUSTABLE SHELF APPLIANCES IN ACCORDANCE WITH NFPA 72. 27. SHORTER REMOVABLE BASE CABINET AT SINK PRE-WIRE UNITS FOR VISIBLE ALARMS. AND WORK SURFACE 16. SMOKE ALARM WITHIN EACH DWELLING UNIT 28. RANGE WITH CONTROLS AT FRONT TO BE INTERCONNECTED.ALARMS TO BE 29. HAND SHOWER HARDWIRED WITH BATTERY BACKUP. 30. RANGE HOOD CONTROL WALL SWITCH 17. BATHROOM LIGHT FIXTURES TO BE LOCATED OUTSIDE OF TUB/SHOWER ENCLOSURES. 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS. West �+ 19. SEE 17/A8.12 FOR WASHER/DRYER �l M e�7t 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: - - :1:11 -OPTION A-ALL TOILETS SHALL COMPLY W/ 735 SW 158th Ave., U ( 1 ) Q 01004.11.3.1 D �~� I l „ 1 © , e ® @ -OPTION B- 1 TOILET SHALL COMPLY W/ Beaverton, OR 97006 J �j �-� ® �\ 1004.11.3.2 MIRRORelnitill - NM 41)milMI - ! 24 (�n .n /� ��li� 1/4c `_ I 13Illihi �s 4 0_0(---)- 4 e o . t = RANGE . . r" 2-(7"/:(*) INIIIM MI6- .....m.rnm.--411111Pir .. „ , ` ' ih jilli=1: 111111 uliat 2A 2B 2C 2D 4A jr2'-0" ' 4B �, 2'-6" g' 2'-6„ �' SEE 2/A5.10 FOR VERIFY' VERIFN•_84 VERIFY 2'-6 1/4" WI 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 A5.32 SCALE: 1/4"= 1'-0" A5.32 SCALE: 1/4"= 1'-0" (1-5-1 11A A; D L_J 1. Iliq ql r r r ri , X120 DECK 1 _ 1 tolo I I 1 IDW I IIii! iiiiiimm I iwilimp.b, -- -�...... BRI R.ELEcNER At_ I --` -� -- I - _i_ •• R1A - - ;4. r 10'-81/4" 10'-5" PTL ► � a�l• 4 di OF C1 - KITCHEN 0 5A PTHC -II n.B2 d . BEDROOM 1 BEDROOM 2 A5.32 -B r w ' co N co /CPT#2 SV#11 c - 24B 4B 20 Unit Plan 3.2 t, Z; 1] r LIVING/DINING rcD324A E wE1 �, 2 A 1 a c___$4., Cl Cl 5'-61/4" v CLOSET - �_ o _ " 0FA- + I - 'LN 24A o. CV I24A Co) I- a. �J4 D 4A ELEC Nr N D1 4? ,<,`L 3'-2 1/4" 5'-11 1/2" ^ P^EL CLOSET 4AGQ <SV#1 PT#2> 24A ti ) Fit J e. U 0 tet. 'S t --.1"U'•-24B 24A N 3C 11 BATH 1 (Th _c1 c1 _ ENTRY D1 ; D u 24A CPT#2 SV#2\ _ i 3B A5.32 3D •c / 2D cX.i B1 X =i D1 Cl N _, N � LAUNDRY "' # Date Description or - I W 13A 2", Revisions t' D1 = 2C A5.32 2A 24/1 ( D 1 :. . 4:11) .� , �° • FEBRUARY 15,2017 v, • MASTER BEDROOM •iI , 2X8 ' in o v 2B '1A 5 T Date c• •- _ 8 1/4" �/ 2'-5 1/2"L 7'-8" 1 1A • - cr m • . CLOSET 24A N 25A 1A 25A 5A BB, KB, SM Ili Designed By 0 20 24A J M BATH o �21A ZD _ 25A Drawn By tii' BB, KJ 11'-8" 4'-8 1/2" lt, Checked By v a i 17857 U in o Project Number a SEE 1/A5.10 FOR ADDITIONAL y UNIT PLAN INFO GROSS SQUARE FOOTAGE PER UNIT: 1,159 SF A5 . 32 _ _ D 1 UNIT PLAN - 3.2 Sheet Number ai A5.32 SCALE: 1/4"= 1'-0" (UNIT PLAN MIRROR IMAGE FROM BUILDING PLANS&INTERIOR ELEVATIONS OF THIS SHEET CORRESPOND TO THIS PLAN) Copyright 2016© tL If this drawing is less than 24"x 36"it has 5. been reduced. Scale accordingly. IX ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 9 2. TUB/SHOWER ENCLOSURECO 1 DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 17/A8.12 Y 2. SEE BUILDING PLANS FOR EXTERIOR WALL, � K 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. ` 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNITS), PROVIDE BLOCKING UNLESS OTHERWISE NOTED. , 7. 24"TOWEL BAR @ 48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED UNITS), PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects Inc 9. REMOVABLE CABINET,CONTINUE FLOORING UNDER SEE 4lA8.12 FOR KNEE S. SEE DETAILS 9/A8.11 ,101A8.11,11 /A8.11& CLEARANCENDCABINET.REQUIREMENTSSEWHEN OR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 AND SUPPORT. PENETRATIONS AT RATED WALLS. Portland, OR 97204 10. GRAB BAR BLOCKING,SEE DETAIL 17/A8.12 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6825 11. LINEN CLOSET W/REMOVABLE SHELVES DOOR FRAME DETAIL AND JAMB DIMENSION. C I i 12. RANGE HOOD UNIT WITH WALL CONTROL 8 ENCLOSURE DETAIL AT WALLO &FLOR.SWITCH WER R FaX 503.415.2304 _� \ MIRROR I 13. 4'M DF BASE(CONTINUOUS BEHIND 9• SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF DETAIL. _ APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED 0 14. OPEN SHELVING WALL INTERSECTION DETAILS. `'� �,, I I 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, = s rc_ - J '-a -_ - a-1 _ HOOD CONTROLS,AND OTHER CONTROLS SHALL BE River Terrace East i_ _ _ _ - - \ i i 16. PLASTIC LAMINATE COUNTERTOP WITH 4" E - - - 1 E - - - 1 / _ �" :r -1 ,- , qr -� BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION _ 48"HIGH MAXIMUM ABOVE FINISH FLOOR. I - = = I 0, o - ,(I\\ (TELEPHONE/TELEVISION OUTLETS) 17. VANITY DRAWER UNIT CABINET 7 1 t I /- 0 18. SINK BASE CABINET,TYP I - - Y\\ v ��' r 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. NO LOWER `V { J 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.1 I FOR TYPICAL BI-PASS DOOR 1�- BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR BI-FOLD. SW Roy Rogers Rd. 21. PLASTIC LAMINATE BAR TOP .�' 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 4A 46 4C 4D 30"Wei' 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 FIAT 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'S'UNIT PER ICC Al17.1-2009 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 I a �„\ �III�_ ►-� ♦ - art\ �, f -\ 1004.11.3.1 OPTION B- 1 TOILET SHALL COMPLY W/ Beaverton, OR 97006 1 o MIRROR / do I - `� II I I , 1004.11.3.2 / /% n 1 co / \U,� ( �� `�• MICRO --- 1 i i M '-ii i 3 b _ . m = ��_ = Cfl r _. in - @ 1 16 _ - \ I V__ J E__ „ _.___< „ , , . „ , \ „ , „ . DW RANGE - , . , ,,, ,, .. „, I I ,, „ , . , , _ _ .-c., rrl, ,. ___. Jr • Jr ,�► 2'-6" L L1'-9"L 3'-0" -VERIFYI,2'-0"� 0' 2'-6" L1'-6" 2'-83/4" 3A 30"MIN -1'-0" 3B 3C 3D 5A /r �1'_ 1" W �l.-3" 5B VERIFY "� VERIFY W/MFR W/MFR SEE 3/A5.12 FOR STANDARD TYPE CLR 1'-0° SEE 2/A5.12 FOR STANDARD B ICC/ANSI ACCESSIBLE UNIT TYPE B ICC/ANSI ACCESSIBLE UNIT BATHROOM ELEVATION BATHROOM ELEVATION NOTES 5 UNIT 3.2-B KITCHEN ELEVATIONS TYPE BICC/ANS! ACC UNIT AND DIMENSIONS 3 UNIT 3.2-B BATHROOM 'I ELEVATIONS TYPE B ICC/ANSI ACC UNIT NOTES AND DIMENSIONS A5.33 SCALE: 1/4"= 1'-0" TYPE'S'UNIT PER ICC A117.1-2009 A5.33 SCALE: 1I4"= 1'-0" TYPE'S'UNIT PER ICC A117.1-2009 0 El Wy441,4, n o o 372; ,.A wN PATIO � I I ' rti 25 BRIA R. L FR ci DW - -J :-.1... L=_-.=A e g Nill. . RTLAN0,OR _ -. Main t=, _ KITCHEN --- IIMMEIN o � 0 5A V a PTHC B2 A5.33 5B BEDROOM 1 � BEDROOM 2 "' COoi CPT#2 SV#1 ER FR N N < > , 2'-6" / 10'-71/2" / 4'- 11" / 5'-6" , Unit Plan 3.2-B E. •♦ 5'-11 1/2" N �- • - Type B N LIVING/DINING N D3PANTRY 24B 246 24A `",iii E1C'� Cl - Cl m co CLOSET m -- ') `•t SHELF SHELF&ROD -41 iN a - a e LINEN D, F-- N ELEC. D1 o 0 <SV#1 CPT#2 > PANEL 4. w Co n ^ _ CLOSET i in 24A 4'-9" 5'- 10 1/2" 24A NPO in H H 24X-11r z F-a. a SHELF&ROD • U U i leI 24B 24A o _ -- 4- N T - CPT#2 SV#2>_..Cl.. . > > 24Au. ClMC -. 46 24A ENTRY O D1_ Cl1 6 A5 33 3D ,:\ U = _ ATH 1 ` N _ N �' LAUNDRY 3A `� # Date Description �� 4111) Revisions > cc, W D1 ••C A5.33 •DD 2x. ittB N W 2411, { o } > uy MASTER BEDROOM _'♦ N 2x6 ♦ 2x6 FEBRUARY 15,2017 U 0 4A Date T o 24A 10" 5'-0" S 1/2" T-g" TI 5A :si:e: y CLOSET "" CD 20 4/1 ♦ i C BATH _ __ _ 25 ZD i-- SHELF&ROD ./ Drawn By 45 N4-- 5'-01/2" BB, KJ c VERIFY W!MFR x Checked By 117857 o qProject Number a c� L 0 A5 . 33 A5 . 33 - Sheet a _ D Number - ai A5.33 SCALE: 1/4"= 1'-0" TYPE'S' UNIT PER ICC A117.1-2009 Copyright 2016 If this drawing is less than 24"x 36"it has been reduced. Scale accordingly. W CEILING PLAN LEGEND0 ,,,,,_0 _ 0A J , •;•,'•: DROPPED SOFFIT @ 8'-0"UNO J 0 a A 0 ____ ____ +X'-XX" DROPPED SOFFIT CEILING HEIGHT 2 ¢ ►. \ - - - VENTILATION PATH _---_-_-----z-;_,----- ---=-7----- 2 Q Otak Architects, Inc W> A4.12 a I �E, �� t� r r 808 SW 3rd Ave, Suite 300 nd, OR 97204 U © EXHAUST l I i p. I� -r r _ r , ... 1- F.,. .i 0 Phonea 503 87.6825 l'-----4 l'-'I 14 r-4r--40 119t*. ' ��l IIIIMITh ..._.�i�.� Fax 503.415.2304 _ I r--I r-4 1 1 I. 1. --4 r---4 T ■ l =.:.1.�.�� „ \ \ Itt A. - ( l ® 4 j 4,8"/i�-o .: 8 /1, 4. - 1 +8 I UNIT 3.2 - B _ UNIT 1.2 - B I `I ID E, �;� �' , " E I RiverlerraceEast 1 - , . 1 , \, 01 UN .2 II . UNIT 1.2 ..,_____._ 0.=1. E■E EXHAUST ..�� / iti ill / 4-t1410 L , , ,t' it I -_�_. , z SW Roy Rogers Rd. I Tigard, OR 97223 II L �_ �� ISI. 0 -.. _ I I +8'-2"© (Jco IRROR 2 +8'-2"@ 12 - ( - +8'-2" +$'-2" �` I SOFFIT 3SOFFIT "' @ CORRIDOR © TYP- 4111 EXHAUST - _ _.•_ -.J-} _ +8'-6"TYP. Alek 0 A8.12 - SOFFIT +8'-6" SOFFIT L8.12 r 111-1 GI - .. - � STAIR j t 1 h 1. 1 lff EXHAUST EXHAUST I - 1. - UNIT 1.1 �T --. +8'_0" ...... .,... Tom. -� I _ a. I I ( UNIT 2.1 I _ { I 1 _ -. -- West Hills ] = e I ►FIFOIVPOWA I r '` UNIT 2.1 - B UNIT 1.1 - B N4r STAIR .1_,,,,,,i, a. I� Development M 3 ' +s-o 735 SW158thAve.,A4.12 4 1111041P& ,�4.t E ,, +8'-0., r A4.12 ' a -' ,_ z. L Beaverton, OR 97006 F 41 0_ - ‘Allik Al IIIIMMEN 11111111111111111 NM=MIMI CX / CP - NI -L�� :E. . .i �° I I a ❑p 11�--4 a-4 a-a O C■l III rf 9 " B D B D 2 12 PLEX DOWNHILL FIRST FLOOR CEILING PLAN 4 12 PLEX DOWNHILL THIRD FLOOR CEILING PLAN A7.00 SCALE: 1/8"= 1'-0" A7.00 SCALE: 1/8"= 1•-0" (5.1.1 A0 0 A0 0 =I :-.Ji *31-tiket,*„ PC_ A4.12 ak I I gliP �� A412 A4 12 I372 EXHAUST j �� ici o ❑ 1=1o ® ,� a © . Jai jt 15- �- 0 4r �a 4 , _ r�_ I1111 POftTI.A 0.OR , - I I 1 t I C' I ( _ r•-4I-4 1 1.--41.-4 EXHAUST 1 , 1 , i 1 :" EXHAUST r 4a 4 > I I 1 - r it 4 °F 41, r I. 4 Its _ v1 _ UNIT 1.2 UNIT 3.2 N. GARAGE 1 GARAGE 2 GARAGE 3 GARAGE 4 GARAGE 5 GARAGE 6 1 i` ..; /7-- EXHAUST ca e‘a12 Plex Downhill - I - I I _ -_ X , , 1 , Ceiling Plans N 1'- 1 3.4 M GARAGE GARAGE .� b ;' II - VENTILATION VENTILATION 'i ai - DUCT , f,. I DUCT .. . . Ti lii --1 ENCLOSURE ENCLOSURE . . I � . 1 io I I ii o r 1 V E- 1 I i - , t-- I- 0 l -- CORRIDO l - Gil �- +8'_2"© CORRIDCR +8'-2"@ _ 12 = SOFFIT +8'-6" TYP. SOFFIT A8.12 TYP 0 +8'-6"TYP. EXHAUST _ 11 0 STORAGE STORAGE STORAGE BIKE STOR STAIR BIKE STOR STORAGEt - - !f1 ` I I' �� EXHAUST EXHAUST - - = j-kt - ;_.. i - I ( - .,___-L___,' I'' 2 07.13.17 Plan Check Responses = , I ' # Date Description a) .5 Revisions 75 , 41 - I - .". '` February 15,2017 - Date o �` h UNIT 2.1 STAIR ' UNIT 1.1 3 © Ji BB, KB, SM Ili A4.12 ,IA �, �� Designed By I 12 H - - ^ Drawn By n ix --G EgmEr maw I gm=nen ( I - BB, KJ �� i IIED El l•-pie='-- Li Checked By 3I I U I 17857 0 o Project Number �° B D A7 . 00 N B D �-- o iii 1 3 12 PLEX DOWNHILL SECOND FLOOR CEILING PLAN EDCopyrigh Numberheet © 12 PLEX DOWNHILL BASEMENT CEILING PLAN /f drawing is ss 4" "it has a A7.00 SCALE: 1/8"= 1'-0" A7.00 SCALE: 1/8"= 1'-0" beenthis reduced. Scale accordthan2ingly.x36 N - - RAIN SCREEN FURRING-DO NOT HEADER, SEE LAP FLEXIBLE FLASHING PLACE OVER WINDOW STRUCTURAL xc - - ---, ------ • - OVER METAL FLASHING LAP WEATHER FLANGE . "? NOTES RAIN SCREEN BARRIER OVER FURRING FIBER CEMENT SIDING FIBER CEMENT 4 4/ FLEXIBLE AND 1. CHECK WINDOW ROUGH ALIGN OVER PROVIDE RAINSCREEN FURRING \NN -oat MTL FLASHING SIDING 410r .II ' , OPENING FOR LEVEL, SEE PLAN WALL STUDS INSECT SCREEN )1 HEADER,SEE LAP FLEXIBLE PLUMB,AND INSECT SCREEN W/1/4"AIR , CUT HEAD FLAP AT 45 SQUARENESS. IN AT TOP AND SPACE MIN AT BOT OF RAIN . STRUCTURAL FLASHING OVER --. • - • , _________ _ DEGREES AND SECURE IT \ I i ADDITION,VERIFY VINYL WINDOW BOTTOM OF SCREEN, DO NOT CAULK . • 411 - 1x MDF TRIM, NAILING FLANGE AWAY FROM THE THAT THE OPENING FRAME - - _1 oRAINp ENSCREEN . , 1 I < ------ --- „--t-_-_--f,4--.. I/ OPENING. 111111111111\ r5° •11411., „,,I WILL ENABLE MANUFACTURER'S ..,-4 ik„ WINDOW BETWEEN EXTERIOR I 4. PAINT LAP WEATHER BARRIER OVER , - - _ ;I / 1414 FLEXIBLE AND < -•' END DAM , REQUIRED CLEARANCE FRAME NAILING 1 I FURRING MTL FLASHING I \ FLANGE ill r Otak Architects, Inc AT HEAD AND JAMBS OF DASHED / I USNEIET < .' IN STALL WEATHER WINDOWS. IF THESE STAPLE DOWN 1/8" \A 1"x 4"FIBER , .., PLAN INSECT SCREEN ., • 808 SW 3rd Ave, Suite 300 CEMENT TRIM, W/1/4"AIR SPACE RESISTANT BARRIER CLEARANCES ARE NOT CORRUGATED PLASTIC DO NOT LAP (WRB)IN A MECHANICAL, AVAILABLE,THE RAIN SCREEN MIN AT BOT OF s < . ' , FURRING OVER I FILL GAP BETWEEN RAIN SCREEN, OR 97204 WINDOW SHOULD NOT BACK DAM. POSITION IT I V' "-, RAIN SCREEN, DO • .-. . FLASHING PROFILE SHINGLE LAPPED STYLE < :• Phone 503.287.6825 hipl IIIPIII BE INSTALLED AND THE 1/2"IN FROM THE BACK , kt NOT CAULK 1"x 4"FIBER WINDOW I / I FRAME AND SAME 4110......_ AND SEAL IT WITH WRB r7- CONSTRUCTION SUPER- OF THE OPENING AND -• ' /./ ,,: END DAM CEMENT TRIM, UNO Fax 503.415.2304 FLANGE '---„," I W/EXPANDING FOAM .._ . iiitalmi'::: '\1) 1- ‘ MANUFACTURER'S 11111100 9" INTENDENT SHOULD BE WITH ENOUGH SPACE kill - . - 4 . , -., _ pt. „., 2 SEALANT ALL AROUND JrAINAETATEBAIFL BEYOND,oi.AH APPROVED TAPE. NOTIFIED. FOR INSTALLATION OF RAININTERSUCPRTEEEDN rbkJ1111,„..,:c _ il FILL EXPANDINGGAP SFOAMWITH SEALANT WRAP SAMF INTO .......0 - siori RETURN WRB IN TO JAMBS THE WINDOW, SEE FURRING FOR VENTILATION HORIZONALLY UNDER Ali _ ,_ --.7N - - - RO ----" --4111112 END DAM CESAKHDWI FLASHING END FLASHING SET IN SEALANT WITH WRAP INTERIOR OPENING W/GYP BD River Terrace East OF WINDOW OPENING. I 1‘111, 1-1 WINDOWS I SEALANT FLASHING PROFILE END DAMS SET SEALANT ALL AROUND WINDOW WRB TYPICAL, ONTO SEALANT SEE 13/A8.01 / BEDDING JOINT V\ NOTE: PROVIDE 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 STEP 1 I STEP 2 I AS PER 13/A8.01 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" A8.01 SCALE: 3"= 1`--0" A8.01 SCALE: 3"= 1*-0" 1" INSTALL THE WINDOW BY / APPLYING A FIBER CEMENT SIDING,SEE ELEVATIONS FOR TYPE 1 x MDF SILL, PAINTED CONTINUOUS BEAD OF 1 . 1 ...... _ FILL GAP BETWEEN FRAME SEE PLAN MANUFACTURERS . WRB,LAP OVER MTL r „ , J : I AND SAMF W/EXPANDING UNIT JAMB STUDS, APPROVED SEALANT -'--..,,, FLASHING 6"MIN&SEAL FOAM SEALANT 1 X TRIM,PAINT SEE INSTALL FLEXIBLE ,. .... BEHIND THE JAMB AND ..,..,. PER WRB MAR I 1 z .-: SEE WRAP SAME INTO RO, III SEE STRUCTURAL PLAN SAMF IN THE '''' --e'4.1. 1 HEAD FLANGES ONLY ..- MTL FLASHING W/DRIP EDGE PLAN LAP WRB OVER SA,,My:F,,_::,,: _:, ‘ WINDOW SILL AND (NEVER THE BOTTOM) SET IN SEALANT,SEE A EXTEND IT UP JAMBS 6" AND SECURE IT TO 1 FOR FLASHING PROFILE g ; 1 6 , -, HEADER, - SEALANT ALL ON EACH SIDE THE FRAMED OPENING SAME,SEAL OVER I 1, ' SEE STRUCT _ 1.1. AROUND ._` WINDOW OVER THE WRB PER THE WINDOW it 111 ; ''' , Filvr,,Nkinii, Ili t DOOR NAIL FLANGE ,.-PRESS THE THE FLASHING MANUFACTURERS ..•11111S11,\\\\ - ALONG THE FRONT OF SPECS. 1 X 4 FIBER CEMENT , ,- lr SHIM AS ) 1 West Hills _ . THE SILL AND INTO THE I pki , .,,, '11414‘e I yk TRIM,UNO 1 10"., 1 i v z , .,.•,- REQUIRED BY MFR, FILL CORNERS USING A ,,'''''''''• ,,.,,,ts,,, RAIN SCREEN SYSTEM W/ INSECT SCREEN AND 1/4"AIR P/ I 1 V Z , GAPS WITH I I/IP - ROLLER TO ROLL IT 1111010. SPACE MIN AT BOT OF RAIN / I I ,- EXPANDING _.A - It•7 __ ___:_: _/___: 7, -, , /'',<_/ , Development DOWN FIRMLY FOR PIA NOTES --. , SCREEN,DO NOT CAULK ' I .1 - ilnimmmimai itivq. „ \Ilialliell '{:,- 011 "NAIL 7B3e5ave it - - - GOOD ADHESION, 1. CONFIRM SEALANT IS OW-II VINYLsFOEAALAM le 1 ll 1n5,80t hRAve.,97006 TO CREATE COMPATIBLE WITH SAMF RAIN SCREEN FURRING TO WINDOW PAN FLASHING. AND FLEXIBLE SAMF \ STOP SHORT OF NAIL FIN - ,-, FIN"WINDOW 1/2" FIBER CEMENT SIDING BEFORE USE IN WINDOW MTL FLASHING W/DRIP EDGE - ; In 11 1 1 d.,.u r5LIL,1 SEALANT ' i • „ BACKER ROD&SEALANT INSTALLATION. ` SET IN SEALANT, SEE 2, I I I I _ 4 -. RAIN SCREEN FURRING, FIBER CEMENT SIDING --I DO NOT PLACE OVER . -1„, PROVIDE SEALANT DAM o Kre- -.1k; FOR FLASHING PROFILE 111 III FILL GAP W/ RAINSCREEN FURRING METAL J-TRIM, INTERLOCK W/ WINDOW FLANGE ill I IMMEDIATELY BEHIND WINDOW AT INTERIOR OF SILL AND UP JAMBS 1" AFTER WINDOW INSTALLATION itt I VINYL SLIDING GLASS DOOR FLANGE SET IN SEALANT I 1 I immid •mas IJ um i I EXPANDING FOAM SEALANT ALL AROUND NOTE: PROVIDE SEALANT 1"X 4"FIBER CEMENT TRIM, UNO BACKER ROD&SEALANT EXTERIOR END DAMS OF HEAD FLASHING AND WEATHER LAP END DAMS OF SILL PAN FLASHING 1"x 4"FIBER NOTE: PROVIDE WEATHER WRAP LAP WEATHER RESISTIVE BARRIER INTO RO,WRAP FLEXIBLE FLASHING 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 FRAME FIN STEP 3 STEP 4 AS PER 13/A8.01 11 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"=V-0" A8.01 SCALE: 3"= I-0" MITER JOINTS AND NAILING FLANGES FOR DAMAGE AND REPAIR AS NECESSARY. • JAMB STUDS,SEE SEE VAPOR BARRIER STRUCTURAL 1 x MDF TRIM, 2. NO WINDOW GAPS ARE INSTALL 6"WIDE SAMF APPLY 6"WIDE SAME NOTES PLAN RAIN SCREEN FURRING- WEATHERSTRIPPING PAINTED ALLOWED AT WALL FINS OF ON EACH SIDE OF THE ACROSS THE WINDOW 1. JAMB SAMF _ DO NOT PLACE OVER BETWEEN JAMB AND N SEALANT ALL FACTORY MULLED WINDOW JAMB ...,..„1-'"` HEAD. EXTEND BEYOND ...40. SHALL BE DOOR FLANGE DOOR ALL AROUND,TYP METAL DOOR, AROUND WINDOW WINDOWS. OVER THE WRB AND THE JAMB SAMF. INSTALLED SO THAT SEE SCHEDULE SHIM WINDOW AS Iiik Ai (51) „ . FILL GAPS WITH WEATHERSTRIPPING I APPLY CONT SEALANT REQUIRED BY MFR 3. CHECK WINDOW FOR SAMF SHALL BE I WILL LAP EXPANDING FOAM BETWEEN BOTTOM OF AT THE FRONT&BACK PROPER TYPE AND SIZE ROLLED DOWN WITH OVER A MINIMUM OF SEALANT ALL DOOR AND THRESHOLD i OF THE UNDERSIDE VINYL"NAIL FIN" it slio‘ki_,Ii 1 AROUND WINDOW FOR LOCATION. OF SILL PAN&AT THE kb SMALL, HARD ROLLER TO 1"AT THE HEAD i SILL RPATNHRRAESSHHOILNDG / 1" BACK OF THE SILL BACKER ROD&SEALANT / Jr We --) 4. AFTER THE WINDOW IS PUT ENSURE PROPER . PAN FLANGE hilikk- •- 694114r-1721:1:1611 INTO THE ROUGH OPENING ADHESION. , NI10‘ rkt. Wi......._ SEALANT ,a _ SHIM AS REQ'D SET IN SEALANT / ' APPLY CONT BEAD 1"x 4"FIBER CEMENT TRIM, UNO -,..tai -mica . ,s, BRIAN R.RIMER q _... • 3 i 13 -17 • i IT SHALL BE ADJUSTED TO ......... t /11A f 1( 1:Crli Lit Ih-r4A WRAP OPENING W/ SAMF,LAP OVER I OF SEALANT BTWN RA N SCREEN - -9111 ., ,.. ENABLE THE MANUFACTURER'S41111111,40.--1 BACK OF DOOR I MINIMUM AIRSPACE BETWEEN 2. HEADIJsNuTSSETTpA AFTER FLASHINGOPENING oITHIS E , WRB,CONT BEHIND .,:,, / 1 SILL AND SILL PAN FURRING TO NNN•N• IF , . STOP SHORT OF ' "-• THE WINDOW AND THE JAMBSAt/ , tNe .:Iiiii , : PORTLAND,OR ',, AND HEAD. - // - - am.,,..,---mw-F--- 1'1 '-' DECK LEDGER ..-- \ NAIL FIN AP / '.311r I/ ., ,Alliswitraiisa-..1.1"."-- VINYL SLIDING 'N 1111/ . , .- FLEXIBLE FLASHING . , •,' ,.-, =,, :,. "-----... GLASS DOOR JAMB 01111 ., .. .• OVER 1/8" 1 ' . , SEE %0 F .** 5. INSTALL WINDOW UNIT PER , -, -:-•.,,,. - - ti_'L-- 1.'' --0 , i , CORRUGATED PLASTIC , ,.• -' - , . - MANUFACTURER'S INSTRUCTIONS WRB _. _,_,,„„..,_,, VINYL DOOR FLANGE N....... , . _ /-, - . / ....=.... -- BACK DAM AND DOWN i. PLAN WITH MANUFACTURER'S RECOMMENDED SET IN SEALANT - I ; FIBER CEMENT OR 20 GA METAL FLASHING EXT OVER WRB „ ... MATERIALS AND FASTENERS. CLEAN BACKER ROD AND %1 I 441 I I 1 I QV% BOARD&BATTEN, W/DRIP EDGE, NOTCH 1 - a_ WINDOW SEALANT OFF BUILDING II SEE ELEVATIONS SEALANT FLASHING AROUND FELT UNDERLAYMENT SEALANT co SUBSTRATE,WRB AND WINDOW FIN. -441 A/ FOR TYPE SAMF,SEAL OVER JOISTS AS REQ'D-SET IN CENTERED OVER TOP OF DO NOT INSTALL SAMF UNTIL 0 DOOR FLANGE 1 X 4 FIBER MASTIC, LAP UNDER SILL WEATHER a SEALANT EXPOSED JOISTS,TYP 3"WIDE Exterior Details WINDOW SEALANT HAS CURED. PAN RESISTIVE BARRIER •-/- NOTE:PROVIDE LAP WEATHER RESISTIVE FIBER CEMENT WEATHER WRAP r. CEMENT TRIM, UNO PT LEDGER, SEE STRUCT -/ SEE 7/A8.01FOR AS PER 13/A8.01 E. 6. DO NOT SECURE WINDOW BARRIER INTO RO,WRAP SIDING c., THROUGH NAIL FIN AT HEAD FLEXIBLE FLASHING OVER NOTE:PROVIDE ! il JAMB& 8/A8.01 FOR RAIN SCREEN co OF WINDOW UNLESS APPROVED WINDOW FLANGE AND SEAL WEATHER WRAP WRB,LAP UNDER SAMF HEAD DETAILS FURRING f.Z BY WINDOW MANUFACTURER. TO FIN AS PER 13/A8.01 A ai ca STEP 5 STEP 6 10 SLIDING DOOR JAMB AT FIBER CEMENT 6 UNIT DOOR THRESHOLD AT DECK 2 WINDOW SILL AT FIBER CEMENT a A8.01 SCALE: 3"= 1-0" A8.01 SCALE: 3"= V-0" A8.01 SCALE: 3"= NOTES 1 x MDF TRIM, 1. WHEN OPENING HEAD TAPE THE 45 DEGREE 20 GA METAL VINYL SLIDING . PAINTED LOWER THE HEAD FLAP FLASHING IS TO BE CUTS WITH SAMF. FLASHING W/DRIP GLASS DOOR EXTERIOR UNIT OF THE WRB OVER HEAD INSTALLED PER DETAILS, TAPE THE WRB EDGE,NOTCH 1\/ SILL PAN FLASHING ISekrtuANNJZliDOW AND JAMB SAMF. his SEAL WRB TO HEAD DOWN ACROSS THE -4-, .....,44 FLASHING AROUND JOISTS AS REQ'D- SET IN SEALANT WEATHERSTRIPPING SHIM WINDOW AS REQUIRED BY MFR FLASHING WITH SAMF. WINDOW HEAD PRIOR TO SET IN MASTIC,LAP APPLY CONTINUOUS BETWEEN JAMB AND DOOR, VINYL"NAIL • SIDING. . cr UNDER SILL PAN BEAD OF SEALANT ALL AROUND,TYP FIN"WINDOW fa 2 07.13.17 Plan Check Responses N BETWEEN THE DOOR -----.....„,...„....„.„,,, 2X SPACED CONTINUOUS SEALANT 11111, IN # Date Description I V • - 11 11 -0 I E. il=j, SILL AND THE BACK OF 1" a) DECKING --/----it- Revisions to I THE SILL PAN METAL DOOR,SEE SCHEDULE PROVIDE MIN 2 '14411iiii •›. It lifIllil WEEPS AT a) 1 FURRINGDOORFOR SLIDING ct WRAP OPENING W/ ROWLOCK SILL -,..i.-= \ V % February 15,2017 WEATHERSTRIPPING -.--•St-'-'--"°P •E at. - - -'''\--, SAME UNDER SILL I '7•,'• 111.2i .."'' ,,.., • co BETWEEN BOTTOM OF AT JOINT (NI PAN&MTL BRICK SILL yor r-- ........uwow,„ 16 , Date a DOOR AND THRESHOLD r 0 FLASHING&CONT ;-_- i :fru,. -. NOTES A BEHIND LEDGER c 1 II I MTL FLASHING , _ /61 BB, KB,SM .... • _, „ . _, , , . - . WITH DRIP EDGE, al 1. APPL RAINSCREEN EXTERIOR 411-••%I.,4401...„ • ALUMINUM THRESHOLD SET , ,..„,,/ -00-'11ji ,, w WRAP UNDER Designed By IN FULL BED OF SEALANT 46 I a) TRIM,TRIM FLASHING,ANDamp ' i- 'llsiam.-- " WINDOW FLANGE .111.Ilallr 0 12 SIDING ONLY AFTER ALL THESE --- ---1 I 1 - ' : - --.,.--„._Wir_All .-- 4 WITH HEMMED Author i 1 - - - CONCRETE SLAB,SEE ',/(/'` - 'a7) 1 STEPS ARE COMPLETE. 1--..... .'' ., I I-- ' ..7141.4 EDGE AFPPLY CONTINUOUS STRUCT Drawn By 2. SEE 12/A8.01FOR RAINSCREEN r 1111 . 11111" R NN)--2\\NI FELT UNDERLAYMENN: 'Ilill GROUT SOLID FURRING DETAIL CENTERED OVER TOP 1 SEALANT AT THE " - /SLOPE BB, KJ bc FRONTAND BACK OF SEE INk,:r OF EXPOSED JOISTS, \ FLEXIBLE .41) Checked By FLASHING OVER THE UNDERSIDE OF PLAN C TYP 3"WIDE a ii a) STEP 8 THE SILL PAN AND AT 1/8"CORRUGATED A , ,.. _ E STEP 7 1 r , pr/4111/11111111. PT LEDGER,SEE STRUCT _ 4 . <1 ' < PLASTIC BACK / 17857 11 , = THE BACK OF THE C) i I _ < DAM AND DOWN o WRB,LAP UNDER SAMF SILL PAN FLANGE 4 - a EXT OVER WRB „ 1 , A Project Number ., -15 ll IIIIIIIIIII* ' 'I: 1 ' ' NOTE: PROVIDE cr I I NOTE: PROVIDE SEE 7/A8.01FOR JAMB WEATHER ,AI A Alqiib- - „, WEATHER WRAP WEATHER WRAP & 8/A8.01FOR HEAD RESISTIVE BARRIER AS PER 13/A8.01 - iii AS PER 13/A8.01 DETAILS 4"x4"x12"BRICK VENEER A8 0 1 -- D - - o Sheet Number a; 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© ir. If this drawing is less than 24"x 36",it has .5 A8.01 SCALE: 1/2"= 1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1-0" A8.01 SCALE: 3"= 1'-0" been reduced. Scale accordingly. (I) CL - JAMB STUDS, SEE INTERIOR PLYWOOD SHEATHING n - _ STRUCTURAL - WEATHER RESISTIVE V _ HEADER, SEE - LAP WEATHER SEE BARRIER II/ ,; FIBER CEMENT SIDING /1/ STRUCTURAL FIBER CEMENT PANEL I RAINSCREEN FURRING `�� I V _ RESISTIVE BARRIER PLAN WATER RESISTIVE BARRIER OR BOARD&BATTEN, ( / - - WRAP INTO DOOR RO LAP OVER MTL FLASHING 4" /� 1 OR ELEVATION I% LAP FLEXIBLE FLASHING FRAMING, SEE STRUCT " �' _ MIN, LAP WRB 6"MIN II V/ SEE OVER METAL FLASHING • IIS �,I = 80. • ` RAIN SCREEN W/ II�r PLAN RAIN CRE N F RRING I, LAP WEATHER BARRIER I _r _ _ INSECT SCREEN 1 WITH INSECT SCREEN - OVER FLEXIBLE AND ` A q a MTL FLASHING SEALANT ALL • 1 NO SEALANT EXTERIOR INTERIOR 1p 1, I1 N © I --_ END DAM BEYOND, ,;•-I 1 I/ - c„'> / WINDOW Architects, Inc1 c i _ I INTERLOCK W/JAMB SEE I i' Otak AI'Ch itects, c PRE-FINISHED \-: 1 I y MTL FLASHING W/DRIP 'v METAL FLASHING ji , ' :::::::: T / pL,o�N SHIM AS 808 SW 3rd AveSuite 300 1 ;' // INSECT SCREEN W/1/4 AIR iltpk SPACE MIN AT BOT OF RAIN IS BY MFR, FILL 'Alli r I TRIM 5/4"X4" SCREEN,DO SEALANT GAPS WITH Phone 503.287.6825 I ° PROVIDE MIN 2 r 1, 1 71/12 I/( kr -ddig ll _:._��-1,.. Fax 503.415.2304 EXPANDING ( __.�,�,�;,; z WEEPS AT 1/ SOLID BLOCKING AT FOAM �►^ x�� UJ I FLASHING PROFILE /' SEALANT ►.� ►�•�I„ I?� ROWLOCK SILL FLAS G O JOINTS I/ _ ■ yl':: wimmimmimm FIBER CEMENT SIDING AT JOINT - 1011111111111 i/ FIBER CENMENT - / 1/ j--"-\ FINVINYL"NAIL WINDOW 1 RAP OPENING W/WRB RAW SCREEN FURRING „ 2 BRICK SILL I TRIM 1 X 8 co I/ HOLLOW METAL �� BACKER ROD&SEALANT RAINSCREENAMETAL J-TRIM, INTERLOCK W/ 1/2 WEATHER i f RAWSCREE FURRING I/ DOOR AND FRAMEN RRAINSCREEN FURRING 'END DAMS OF HEAD O RESISTIVE BARRIER 1 ,�, / END WRB, SEAL OVER River Terrace East FLASHING AND WEATHER LAP EXTERIOR0.4 I/0 I/ WINDOW FLANGE FIBER CEMENT TRIM END DAMS OF SILL PAN > I SEALANT V I/ FLASHING PROFILE NOTE: SEE 13/A8.01 FOR FLASHING -' • ADD'L WINDOW FLASHING BACKER ROD&SEALANT NOTE:PROVIDE tu 1� i '' ." I// HOLLOW METAL WEATHER WRAP va 1 AIR SPACE,TYP. I 1' INFORMATION. DOOR AND FRAME AS PER 13/A8.01 I, / NOTE:PROVIDE WEATHER WRAP SW Roy Rogers Rd. 1 4"x4"x12"BRICK VENEER 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" = 1 SEE 4"X4"X12"BRICK VENEER INTERIOR PLAN eftheMIO ,� r ,..,=_•-....,, .• :.„...-,. .•• , -,.,• LAP FLEXIBLE FLASHING '% 1 r N LAP WEATHER FIBER CEMENT SIDING,SEE </ I OVER METAL FLASHING BARRIER OVER ELEVATIONS FOR TYPE -- _� WRB,LAP VENT FLASHING ill FIBER CEMENT SIDING FLEXIBLE AND MTL FLASHING W/ Al t' TYPE X GYPSUM BOARD SHEATWG AT 1-HR RAINSCREEN FURRING /` MTL FLASHING DRIP EDGE,SET IN ? -,Y 1� RATED FLOOR/CEILING/ROOF,OMIT GYP.AT INSECT SCREEN W/114"AIR 1 HEADER,SEE SEALANT 14': THROUGH A KLLAC 0 RAFT O NON-RATED LOCATIONS SPACE SCREEN,DO NOTN AT CAULKT OF lx MDF TRIMSTRUCTURA, FLASHING GWRB, LAP AMIN MF&MTL /I PORT W/B G D ,i DAMPER 6"MI ' PAINT SEAL @ BASE PER 1 I WRB MFR Xi? ---� west Hills SELF-ADHERED ► .:1::::: EXTERIOR I, INTERIOR , `1 z MEMBRANE - ----- . ( SAMF,LAP MTL FLASHING �I FLASHING COLLAR = - - - + - - - - - - �� ',' / PSEE LAN '` ,1 to Development -44411,1'; i'-' 1 x 4 FIBER - 1 X 8 F18ER CEMENT ¢: /1 II0 - r 735 SW 158th Ave., 01 ► II i' V2"MCN =:•: t' - - CEMENT TRIM,UNO 144';11: / v TRIM,UNO </I PREFINISHED SHEET METAL yy' _ " FILL GAP BETWEEN - ,y ;a j Beaverton, OR 97006 VENT COVER '!� - a �r SCR SCREEN &INSECT h1► FRAME AND SAMF ,/ ••'�• WI EXPANDING FOAM • I lit I � _ SEALANT ALL AROUND ' p"'�``.%k".7 ......�. ��FIBER GEMENT :_,:i: �� ` MTL FLASHING W/ kr BACKER ROD&SEALANTP pli i: SOFFIT PANEL Pl."- DRIP EDGE,SET{N -fi- SEALANT / J-TRIM W/HEMMED WRAP SAMF INTO EDGE AT CORNER F-CHANNELit,. // END DAM METAL TRIM il RO �� RIPPED 2 X WOOD DOOR FRAME RAIN SCREEN ti0 111111 FURRING,TYP SEE - HEADER,SEE STRUCT LAP WEATHER RESISTANT PLAN RAINSCREEN �� SEALANT FLASHING PROFILE BARRIER OVER 12" EXTERIOR FURRING / N GARAGE DOOR PER MFR - FLEXIBLE FLASHING P . WOOD DOOR FRAME NOTE:PROVIDE /\ 111111 - CENTERED ON CORNER FIBER CEMENT WEATHER WRAP 111111 FIBER CEMENT SIDING SIDING AS PER 13/A8.01 YY T 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 111111 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 ■�(♦11�� NI FILL GAP BETWEEN FRAME PER MFR 11101111111111111 / -� - N - AND SAMF W/EXPANDING INTERIOR INTERIOR REMOVABLE / / FOAM SEALANT 1 X TRIM, PAINT FILL GAP BETWEEN FRAME4- ACCESS DOOR II SEE PLAN j / WRAP SAMF INTO RO, PSN AND SAMF W/EXPANDING SEE 0 � / SEE PLAN �_ � LAP WRB OVER SAMF FOAM SEALANT PLAN RIGID INSULATION �� % 1 WRAP SAMF INTO R0, (TO BE REMOVED / / LAP WRB OVER SAMF &13A1) DURING USE) / Y' BACKER ROD&SEALANT • _1"AIR SPACE,TYP. / T'"Iiii-pfzimurv.":16597 /' � - % WOOD DOORili �, 72Q „/� 1��. PLYWOOD SHEATHING / FRAME i 'l'� ISI // VA ✓� > I / < IAN R.FLEENER a / 6"WIDE FLEXIBLE , /� _ EXPANDING FOAM (� / FLASHING,CENTER ,,1/4// '-------s------..,------1::''-__ • }/13/1 • S �SEALANT I INT `' oo WOOD SHEATHING -/ ON CORNER OR JO /� �� PORTLAND,OR Q / WEATHERRESISTIVE /--� 4, 'BLOCKING AS REQUIRED 1111111616001.) 6"WIDE FLEXIBLE 1+/ BARRIER / ��FLASHING,CENTER Alit /-- I © / / Ifit 1ON CORNER OR JOINT 1/ RAINSCREEN FURR 1 yl = ,S ALAN ALL AROUND p 1II1/ Ig 1�1� FINISH FLOOR A 1/ FIBER CEMENT PANEL I �I' - k'�� WEATHER RESISTIVE 1 / / `� o_ © 0 ® r I /// /// // // /// /// //f. OR BOARD&BATTEN, / SEALANT ALL � i BARRIER _ _ SEE ELEVATION / c.i ALUMINUM AROUND DOOR q SIDING CORNER -- ��_/1/ /// /// /// // /// N w ,�� . � • ///1 EXTERIOR Exterior Details / / EXTERIOR C; 4,N M BACKER ROD&SEALANT t . 4"x4"x12"BRICK VENEER CORNER NOTE: PROVIDE RIPPED 2 X WOOD DOOR FRAME NOTE: PROVIDE WEATHER WRAP WEATHER WRAP ° AS PER 13/A8.01 1T3' 4„x4„x12.1 BRICK VENEER CORNER AS PER 13/A8.01 a 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"= 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" 6"WIDE FLEXIBLE FLASHING, OVERHEAD GARAGE DOOR ,, CENTER ON CORNER OR JOINT - PER MFR FILL GAP BETWEEN FRAME INTERIOR FIBER CEMENT 4"X4"X12"BRICK VENEER WEATHER RESISTIVE BARRIER, AND SAMF W/EXPANDING SIDING, SEE I ! WRAP CORNER MINIMUM 24" EXTERIOR °3 INTERIOR FOAM SEALANT ELEVATION FOR TYPE -� I i' \\\N BRICK TIES AT - 0� SEE LAP WRB OVER MTL I SPACING, SEE PLAN DOOR FRAME BEYOND I ! SEE u_ WRAP SAMF INTO R0, PLAN FLASHING,4"MIN ) 6"MIN PAETVRB STRUCTURAL END DAM OF SILL PAN,ANCHOR V LAP WRB OVER SAMF m RAINSCREEN ` S AND SEAL TO JAMB RO SC EE TOP OF FLOOR 2 07.13.17 Plan Check Responses coI SCREEN W/INSECT 1 .00.,.... .,,,,, _ # Date Description SYSTEM DOOR PER DOOR SCHEDULE .1w I 100SHEATHING DOOR THRESHOLD SET Revisions , , I1 w 2X OPEN SPACED c';1 I15 IN FULL BED OF SEALANT • k DECKING, SEE w r lI I f .fejArr .I� '� - - - CONCRETESIDEWALK N - / February 15,2017 tili, o STRUCT a �- ... i J / / • OR ASPHALT PAVING 2 , Date ro' I ., < ' `. ' \‘11i ,. TO SLAB t.=". 7._.. .,1� .tAb. 4. BB KB SM iiii 1/4" i ..c�� ..rte:.". . __�..` - ,- .- .. - - - -.- - - _- - -.- - -,. -,-.� ;.:':� 11‘\ ___ q �' Q 4 I '- Desi ned B r 1 111-11111 r Author J •I"\ 1 ®�- UNDERLAYMENT //:. I / /�` �;' � 4 q© _ g q Drawn By ix OVER TOP OF I X X I II/ °EXPOSED JOISTS1 i / n - . . it ° �^-� Q BB KJ 3"WIDE,TYP 1 I ► SEALANT FIBER CEMENT SIDING ' 3/4 x2.5 TRIM JOINT : I - �1 RAINSCREEN FURRING Checked By FLASHINGS 20 GA METAL 1 i PI SEALANT W/ + % SEE PLAN (l MATEREXPANSAION JOINT = a v 4 1"X 6"FIBER 17857 o DRIP EDGE I /,/,,. RAINSCREEN FURRING I I CEMENT TRIM, UNO a I / i _.__._--1 � EXTERIOR Project Number - 0- -' CONCRETE FOUNDATION, � -i m PT LEDGER, SEE 1 • SEE STRUCTURAL BACKER ROD&SEALANT :n STRUCT A I FIBER CEMENT LAP SIDING METAL SILL PAN FLASHING, SET IN T I ' RIPPED 2 X WOOD DOOR NOTE: PROVIDE v I ; `T D '��r OR BOARD&BATTEN, SEALANT DOWN FACE SLAB/FOUNDATION FRAME ASEATH 13/A8.01P U SEE ELEVATION PER A8 . 02 ;; 17 FIBER CEMENT AT DECK 13 TIES AT BRICK 9 FIBER CEMENT INSIDE CORNER 5 1 Sheet Number it ENTRANCE DOOR SILL AT SIDEWALK OVERHEAD DOOR JAMB AT FIBER CEMENT Copyright2016© •� A8.02 SCALE: 3"= 1'-0" SCALE: 1 1/2"= 1'-0" 3"= l' -o"A8,Q2 SCALE: 1-0 A8.02 SCALE: 3"= 1'-0" SCALE: 3"=1'-0" If this drawing is less than 24"x 36",it has A8.02 been reduced.Scale accordingly. LAP WEATHER 1/2"X 2"METAL RESISTIVE BARRIER WEATHER RESISTANT RAIL 3'-11 1/4" OVER METAL FLASHING PROVIDE y CORRECTLY SIZED % Iv�' in0 1 BARRIER CL I QUICKFLASH �!■! SEE y1 112 D!A METAL LESS THAN 4" / ri 'i PLAN CAVITY DRAINAGE _ HANDRAIL, 1 1/2" TYp METAL FLASHING FLASHING COLLAR t MATERIAL CLEAR FROM /� WRAP DOWN DECK FOR PENTRATION ..�, Alli.-0 j FILL GAP LAP WEATHER % i' e�. eil ._.,. ., '' BARRIER OVER RAILING AT , # ■ EDGE _ THROUGH WALL i STAIRS ONLY GUARDRAIL \ rillillliiM1111/111M _ �� i BETWEEN PIPE _ AND WALL W/ METAL FLASHING h i ,;, EXPANDING FOAM = ,,, k; SEALANT - AND FLEXIBLE /��'I�;, 'r RAILING POST W/ - ___ �1 FLASHING OVER .J��'!� , i BASE PLATE, 4 - � ~ � �� 'T Otak Architects Inc METAL FLASHING ' 1, AND SEALANT �� II" : :CIA re. l.P �� II� �� WI, All �_,; RAIL,TYP Phone 503.287.6825 DRIP EDGE AND " - ( I! - _ © Fax 503.415.2304 END DAMS ON 11 1/2"X 2"METAL ✓� E TERIOR — INTERIOR 1i' k RAIL // /I////� /7' ✓ ',,, ' ' 1ITHROUGH WALL ��(_ NOTE: LAPPING ALL METAL IIFLASHING W/ J • a®.•os !- FLASHING AT LEAST 4"AND BACKER ROD j� HEMMED EDGE MIN WOOD DECK 1* Ig I FILL GAP J 1_ J INSTALLING SEALANT AND SEALANT } ill FILL i� STEEL ANGLE- 11„ BEDDING JOINTS AT THE BETWEEN PIPE METAL FLASHING - AND WALL WI SEE STRUCTURAL JUNCTION(BETWEEN ! � EXPANDING FOAM River Terrace East SELF-ADHERED �" FIBER CEMENT FASCIA ADJOINING SECTIONS) N SEALANT MEMBRANE ■„ COVERING RAIL TO DECK PROVIDE CORRECTLY __- FLASHING COLLAR CONNECTION SIZED QUICKFLASH �' ' . �°'. , M■■ FLASHING COLLAR L �� 1 SEE THROUGH WALL AC 1111 FOR PENTRATION 1110..-4411111111' IllPLANPORT W/BACKDRAFT DAMPER PREF{NISHED � � SW Roy Rogers Rd. SHEET METAL 12 BALCONY RAILING 7 DECK FLASHING AT WALL 3 PIPE & CABLE WALL PENETRATION Tigard, OR 97223 VENT COVER v. A8.03 SCALE: 1/2"= 1'-0" A8.03 SCALE: 1 1/2"= 1'-0" A8.03 SCALE: 3"= 1'-0" NMI INNWN �� N SADDLE FLASHING, PLACE ASPHALT SHINGLE ROOFING �I ■■ X i OVER FLEXIBLE FLASHING SAMF OVER FLASHING REMOVABLE ■ bo AT INSIDE CORNER COLLAR&METAL FLASHING ROOF SHEATHING �■�■ /11L SEi4ENROOF MEMBRANE ACCESS COOK AMM■■.-■■ �- LAP WEATHER , RAIN SCREEN W/INSECT RESISTIVE SCREEN, NO SEALANT •\ METAL RAKE FLASHING, LAP RIGID INSULATION ■ M' )Y( A ..,_ . BARRIER OVER � . • \\II: 1i OVER ROOF UNDERLAYMENT _ ., _ I ; &TRIM FASCIA BOARD (TO BE REMOVED METAL SADDLE _ _ _• `;y„ ;.•;-;': METAL FLASHING W/DRIP 1 ;. DURING USE) III +,. -�• •ti-•--•-•--=Til� q-� ''� BACKER ROD AND FLASHING a_- EDGE SET!N SEALANT �� I� �. � _ SEALANT ~• --;1->1:',::-1-:!=:-. .,' . T 1f i /// // /' / / // // // // // // / / // // // / �) •�I� � - WRAP PENETRATION ITEM � � � f �i 1) FINISH MATERIAL ` ' .,111 1 I� � `C_ _ WITH CORRECTLY SIZED 1 1 _ +� �� _ :::,1,;:,-.,•_•-:. -,',..1--::-,;:-Y,-;;',-, M FLASHING COLLAR d't- West Hills _ EXPANDING FOAM ,4iPi -, � ; - _j , 1 �>' /`� e I SEALANT JOINT DIMENSION _, SEALANT AT TOP& 1 C , - SEALANT A REQUIRED ALA - : .r� . :„ SIDE EDGES OF CAP i HEMMED EDGE Development 1 lel It ' :-- ROOF TRUSS,SEE STRUCTURAL �'"� I. Ili - is r �/� 11 .i. ;:'” BEAM BLOCKING AS REQUIRED � _ '` "�'' EXHAUST OR // j-i� 735 SW 158th Ave., a FLASHING PROFILE ` ! FIBER CEMENT TRIM ill -;•-:_i INTAKE VENT CAP 7j :. 11)11, -- N = _ :•'- : _ 1 . "'� SEE MECH �I► Beaverton, OR 97006 SEALANT ALL AROUND I 1 ''�`l` ;. - 1 :�; J . :,-d _ `�� - RAINS REEN I co loi�>> ,. ,,, FILL GAP BETWEEN . :,; .:-,:c,-,2,:.- . _ DUCT AND I . III ••_ • - SHEATHING W/ 4 R I�- _ 1'1 -gggillr I SEALANT OVER "' �; _ • t �' ,'+ EXPANDING FOAM 1 2 X 8 WOOD FASCIA ' ffA1 BOND BREAKER NOTE: ENDS OF PANELS- ,�J _ \ 1 X 3 FERTRYf t�, FIBEREMTER�1� FINISH FLOOR '4 WOO��1,,�,1i1—_� FLEXIBLE � •' _ _ _ TRIM-PRIME AND PAINT 1 �� -�� 1i ALTERNATE JOINT WHEN DEPTH IS NOT POSSIBLE FLASHING 44•,, ALL SIDES /, -CB) PER "A"ABOVE / \ I f ,\.' FIBER CEMENT 15 PORTABLE AC VE 4147.'; 'T AT BRIC 11 TYPICAL SEALANT JOINT 9 SADDLE FLASHING (TYP) 6 VENTS AT SIDING = \ \ A8.03 SCALE: 3"= 1-0" l � A8.03 SCALE: 12"= 1'-0" A8.03 SCALE: 1 1/2"= 1'-0" A8.03 SCALE: 3"= 1-0" / \ -77_, r LOUVER(PREPRIMED 1___ / A _ \ ; AND PAINTED) r\— Ill T1 ♦ RAINSCREEN FURRING 1 I��♦�1 STUD \ I WATERRESISTIVE BARRIER ` \ (10519H0* 1 I 11 ��1/2" , 1/2" NAIL 3/8"FROM EDGE ‘�0% _ \ \ I` ` OF PLANK "'�.~�w \ �`°•i Mil NAIL LINE � - ' _?- f ` %OF N R.FLEE ER �� JOINT FLASHING \• J f i1 '"ate►PROVIDE = RTIAD,OR ` ; 1. I FILLER AT �-_ / \ BATT INSULATION CENTER f \j \ 00 .1111 II\ (- INSTALL PLANKS IN -- ` iiii I MODERATE CONTACT - f a. 14 /1111110i! AT BUTT JOINTSKill = METAL N OVERHANG SAVE / fi _ , - Nei FLASHING . A8.03 SCALE: 1"= 1-0" II� 11111r WELDED EDGE 1 � Exterior Details o Ff / rill.° h ,) J-CHANNEL M N �_, ��I TA -1-IM -'- SEE I) �� ;;:y RAINSCREEN© SECTIONS © E /44 I l 1 :.: � 1( - -,..._ .f. 0 ::::E:TRUCT ,f _ _ ,�:, ' TYPICAL BUTT JOINT. . ,... �� _ ,'_ ,_ 1; A8.03 SCALE: 12 -1 0 A8.03 SCALE: 3 - 1 0 --- `-" _ FRONT ELEVATION ik� li FIBER CEMENT SIDING, I / SEE ELEVATIONS FORN -0" TYPE '1 '1 BEAM LAP WEATHER BARRIER • OVER FLEXIBLE AND z MTL FLASHING 'Z' MTL FLASHING g a - z BRICKEELEVATION VENEER, , `� W/DRIP EDGE SET 'v PRESSURE LAP FLEXIBLE SEE r A SADDLE FLASHING, PLACE FLASHING OVER (I ' WEATHER �' 1 IN SEALANT - -- !1: TREATED f o- ti' 4 X 4 WOOD, NZOVER FLEXIBLE FLASHING METAL FLASHING RESISTANT BARRIER 1 f. n�i SHINGLE OVER 12"OF WRB �� TYP. AT INSIDE CORNER _ i p INSECT SCREEN W/ t LAP WRB OVER i y SEE 2 07.13.17 Plan Check Responses ,, ; 1/4 AIR SPACE MIN AT f( i-—• FLEXIBLE PLAN # Date Description -o WRAPPED UP FROM „ ,- / I II LAP WEATHER , / , -, ;,. BOT OF RAIN SCREEN UNDER CANTILEVER �" FLASHING - i ' 11 RESISTIVE \ Revisions - ; HEMMED EDGE 1 a� 11 METAL FLASHING W/DRIP BARRIER OVER �� „ ,� __ .,_ '='.. SILL SEALER ►�� 1 SEE CC 1 x 12 FIBER CEMENT 11 February 15 2017 METAL '" •; .i-,'; ; EDGE SET{N SEALANT, �,-� rY m 1i © ,I h SECTION TRIM _ = VIDE AM FLASHING PROFILE WEEPS AT / v� SADDLE ;,__. ;, _T , PRO END D S 1j r � 1Z'OC �_ : Date [] 11 z FLASHING • - .. _ % FIXTURE, RAIL �'��' II ,, r v ( METAL FLASHING �, + °' ATTACHMENT ETC,SEE j `1 BB, KB,SM �' i� °D - ARCH/ELEC/MECH % WITH HEMMED ?► a `° %� i1 / PROVIDE ' '."'' ~ :; A' ( 1 r - 'f EDGE Co 2�j ' a 4 Designed By v / 1i FILLERi MATERIAL FLEXIBLE •'-- `.• ''-' �; `: �/ � 'o a Author - WRB DOWN WALL TO LAP ,k _ y= _ �; I ,; , . : z r ; AT CENTER FLASHING , : / F FLASHING 4 MINS 1 i - • ,(. <. 4P1 °'` NOTE: Drawn By ar I I 1' .-" :;l7 , j .` - PROVIDE SEALANT AT TOP ��' / 11/, 1 _ ;'r.' 5/4"X 8"FIBER OF MOUNTED ITEM AND FINISHED BB, KJ MTL FLASHING W/DRIP i I GRA EE ;. D i • • - • • - �'•• - �� CEMENT TRIM PRIME L �, , -,•_ ,.,...•• • , .�,,,,,,, , ,,,,, _-,��-�,.-.� ' " "-• -;,= ELECTRICAL CONNECTION GRADE, y a iChecked B EDGE f � ;1� ://' := ,,: J/ PRIMED AND •.:�-":=';��:••:,_:" AND PAINT ALL 1 WHERE APPLICABLE CIVIL - ' � - INT AS REQ.E / PAINTED Q. °: =; SIDES _ _ SOLID GROUT • 17857 v RAINSCREEN VENT W/ 1" -‘',-,1•;_•,-; :•::•'':: BELOW METAL - < SEALANT ALL AROUND A a Project Number o INSECT SCREEN • : ;`:•; ` ( FLASHING , - v I '•,- BETWEEN TRIM AND ■ SEE CONCRETE A"._: ' � 1X3 FIBER CEMENT TRIM AT SIDE ELEVATION %1 • SIDING f PLAN FOUNDATION, () SEAMS AND EDGES FIBER CEMENT SIDING II ' SEE STRUCT m FIBER CEMENT SOFFIT PANEL " RAIN SCREEN A8 . 03 U FURRING Sheet Number Copyright 2016© ii 13 TRIM BAND AT OVERHANG 10 BRACKET @ GABLE $ SADDLE FLASHING AT CORNER WALL (TYP) 4 MOUNTING BLOCK AT FC (ELEC/MECH) 1 BRICK AT GRADE if this drawing is less than 24"x36"it has been reduced.Scale accordingly. A8.03 SCALE: 3"= 1-0" A8.03 SCALE: 3"= 1-0" A8.03 SCALE: 1 1/2"= 1-0" A8.03 SCALE: 3"=1-0" A8.03 SCALE: 1 1/2"= I-0" - - SEE : 1‘lit? FIBER CEMENT INSULATION BAFFLE, 1" �, PLANa _,_, :OARD IDIN _ RAINSCREEN FURRING CLEAR,MIN _ `® `9‘; ,t)6, Q� BLOCKING W!SAVE VENT, '� 11" ® REVEAL - 5�,0 ,' SEE STRUCTURAL,SEE V"( =� '�/ ROOF '\ �� ROOF PLAN FOR LOCATIONS PT 2X VERTICAL _ III, \ AND SIZES OF EAVE1/2" / / SHEATHING \„ __%,/� VENTILATION I WOOD �_ _,{`,? WRB -� \ ROOF /� ' �I� FRAMING/FURRINr __= -�,. i � UNDERLAYMENT TRUSS TAIL i WRB "� V CRIMP, �� '� Otak Architects Inc i 1NCREA E TO \�� METAL DRIP EDGE ,� f .:�'S 11'1- � �' -_�-l/ // �� /� \ 2"HEIGHT �'; /�/� FLASHING �� '� VERTICAL RAINSGREEN808 SW 3rd Ave, Suite 300 o \ WITH ROOF + '� : ,=- Portland OR 97204 FURRING WITH INSECT 'N /'�/� �/ PITCHES OVER 8"MIN % { '/ ' SCREEN AT BOTTOM Phone 503.287.6825 / 6:12 OR OPENING ROOF ,-� ; GREATER OR OVERLAP METAL GUTTER i PT WOOD COLUMN PER FaX 543.415.2304 DISSIMILAR WITH 3 X 4 1 STRUCT �' PITCHES OF METAL I ANY KIND DOWNSPOUTS CLADDING,NG,TYPSiDiNG A ��--� LAYER OF MN 30 SEE VERTICAL RAINSCREEN #FELT UNDER PLAN FURRING River Terrace East THE FLANGE EXTENDS / METAL VALLEY , 1� -. ONTO ROOFING A FLASHING INSECT WITH 1/4"AIRRSCREEN I' MINIMUM OF 4" , A r FLASHING IS SIMILAR SPACE MIN AT TOP FOR ANY SIMILAR SECTIONS SHAVALLEY H BE OF RAIN SCREEN `�` i TYPE OF ROOF OVERLAPPED 8" SEE PLAN WRB PENETRATION MINIMUM SW Roy Rogers Rd. Tigard, OR 97223 18 WALL REVEAL 14 ROOF VENT PENETRATION FLASHING 10 VALLEY FLASHING 6 TYPICAL EAVE , A8.04 SCALE: 3"= 1'-0" A8.04 SCALE: 1 1/2"= 1'-0" A8.04 SCALE: 1 1/2"= 1'-0" A8.04 SCALE: 1 1/2"= 1-0" - E WALL PER PLAN �* METAL FLASHING Alt ' WATER RESISTANT BARRIE- + _ - - I1 WITH DRIP qql1 FURRING STRIP TO ,/:' r ... /p f I IALIGN W/FO PLYWD � GYPSUM FLOORING "'�,� t S PT 2X VERTICAL 0 ,I,1 �/ FIBER CEMENT LAP SIDING OR � � WOOD SEE 10/A8.04 FOR TRIM _ __\ BOARD AND i ♦ i 001 i FRAMING/FURRING BAND FLASHING, LAPBATTEN,SEE ELEVATIONS f_ ~ '"� - --- GOL FLASHING ri !l� I', P 4 1 ` ' '" SEE STRUCTURAL FOR ► ` - � �" \ EXACT BEAM DIMENSIONS �� ' \`� MTL FLASHING W/ Z \ �l► %� . DRIP EDGE, SET 1N 4411111 ! 1 1X2 FIBER - a a �' I; -0 ASPHALT SHINGLE ROOFING 11111 , _ T is w�� ,� 'All ''� West Hills s SEALANT cb 1; j, CEMENT TRIM _ q fji 011111111111111 �- y It / (- ° FIBER CEMENT i !�♦ < el 1 1 1 ° / SIDING ` r�� i1 1 iri ri,l��'�- RAINSGREEN �-- \gla N,,\ i oa � �i i 7 ^i PT 2 X VERTICAL �� Deve!V�ment �' © o ' -, � � I 111.-- -----41i'' �� WOOD FRAMING/ tt 1 t Mil I I I F ..,��i�� FURRING I 735 SW 58 h Ave., ill g ri METAL „pis...�f ! ° 5_,-/- 1 I 1 fi 1► VERTICAL Beaverton, OR 97006 A I FLASHING , - Jj !�7, 4 ° ',II%! f�' RAINSGREEN it li ►�� IPT 2 X 4 TO CREATE , 't / /'�' -- �1•� �/ i,\ ��y; FURRING WITH TAPER t / �/f -r°`' �- ��- INSECT SCREEN/ !� i I 1 -Mc �,//� -%f i �►�� Pk \ A7 BOTTOM / SEAL EDGES,TYP 41 ` (� I IS t BACKER ROD AND ` -`� \ . \ WRB ,�' ,,*./ / "� ' SEALANT � FIBER GEMENT t / y Imp-�+� J-TRIM WITH HEMMED CONCRETE PIER,SEE � ' Z1` `.. -,/rPANEL,WRB& 1 t THE FLANGE EXTENDS / .•r DGE AT CORNER STRUCTURAL _-_---I- 114"PLY WD ONTO ROOFING A �/ 1/ RAINSGREEN FURRING A \\~ II MINIMUM OF 4" A8.04 4liw FIBER CEMENTLAP OUTLINE OF COLUMNDECK-SEE SHEET PT COL,SEE STRUCT I! 1 ` SIQING OR BOARD ABOVE(DASHED) A4.13 yi I FLASHING IS SIMILAR l i1 al.1 AND BATTEN, SEE �f f 1,1„0- FOR ANY SIMILARELEVATIONSBRICK VENEER - / TYPE OF ROOF METAL GUTTER V PENETRATION WITH 3X4 3 DECK COLUMN METAL 17 COLUMN SECTION - TOP OF TAPERED COLUMN 13 ROOF PENETRATION 9 UPHILL ROOF EAVE AT WALL DOWNSPOUTS 5 BRICK COLUMN PLAN A8.04 SCALE: 1"= 1-0" A8.04 SCALE: 3"= 1-0" A8.04 SCALE: 1 1/2"= 1-0" A8.04 SCALE: 1 1/2"= 1-0" A8.04 SCALE: 1 1/2"=1-0" FIB : CEME T PANE SID G '.` \ 2'-6 1/2" 1'-6" 11" WEATHER RESISTIVE BARRIER 'I 1RAINSGREEN \/©1/4"PLYWD lig is' Z FIBER CEMENT SIDING, SEE _____A,„ WEATHER • © * : "� 111'��iI h�, e RESISTANT BARRIER • ® (WRB,LAP FLASHING 4 MIN ►I1� ELEVATIONS FOR TYPE DOWNOVER METAL RIDGE SHINGLE PER • o • o _ IMTL FLASHING W/DRIPEDGE,SET IN SEALANT Rjlip MANUFACTURER'S • i • _® _ _ 0SEAL BOTTOM OF FSHNG�! REQUIREMENTS - i {1 EDGE OF SO FIT (5 "+�, WRB PER WR8 MFR ® :�; N PT 3X4 t / ROOFING PRE-ENGINEERED • o • ® • _� RAIN SCREEN W/ 1 _ • o_ • EA RAINSCREEN FURRING PT 2X4 TO CREATE UNDERLAYMENT, ROOF TRUSS- ____ __ _ .- _INSECT SCREEN t TURN UP ON WALL SEE STRUCTURAL N ® __ ih FA9" Hir PREFIN METAL e2 TAPER - -- ■� )11 .t SHEATHING 8 MIN o • ® ,I A� I ! FLASHING BRIAN R FLEENER • 1x5.5 FIBER CEMENT /lit I ,i I ROOFING SEE 3° f' rj-�, •PAINTED BASE TRIM �1 fUNDERLAYMENT •• ' !METAL STEP FLASHING I / Z ■SECTION I Ell MTL FLASHING W! UNDER EACH SHINGLE _ 8" % ASPHALT SHINGLE 1 POR7lANDt OR HEMMED EDGE SET IN I f ��** SEALANT \V 1 ...... .` 4 r-- 6 1 %� ROOFING -'��V "� I° �� ASPHALT SHINGLE / /"� ROOFING ,�^ _ _ �'%' . '"$,,,,,, I it.1'�+r `� WALL SHEATHING, �! a MFR STONE WALL CAP I FLORENCE 1570-16 SDAF MAILBOX MODEL , I FIBER CEMENT SIDING W/DRIP EDGE,CUT TO a---_, S , SEE STRUCTURAL N FIT, MITER CORNERS AT �� /// // /// /// /// I1 II II CLADDING,TY• \ 0.1 45 DEG a a ROOF SHEATHING MAILBOXES MUST COMPLY WITH ACCESSIBILITY II 2 r- REQUIREMENTS71 .CUSTOMER COMPARTMENT II I� RAINSGREEN FURRING Site & Exterior o PT WOOD COL,SEE ° ° ROOF SHEATHING SOLID BLOCKING, REACH RANGE MUST BE WITHIN 48"AND 28" 1, ' �' Details N STRUCT a - ° SEE STRUCTURALiii I' PT 2X WOOD /-'"' � SEE 15/A8.04 FOR AFF. � t h- CONC COLUMN BASE, SEE r a TERMINATION OF STEP SEE 3/A8.05 FOR PLACEMENT ON SITE 1 � FRAMING 6 STRUCT �j ° FLASHING AT GUTTER I V i I WEATHER RESISTIVE o. 1 1 BARRIER 16 COLUMN SECTION - BASE OF TAPERED COLUMN 12 FLASHING AT ROOF/SIDE WALL 8 ROOF RIDGE 4 CLUSTER MAILBOX ELEVATION �� I PT WOOD COLUMN A8.04 SCALE: 3"= 1-0" A8.04 SCALE: 3"= 1-0" A8.04 SCALE: 1 1/2"= 1-0" A8.04 SCALE: 1/2"=1'-0" p'/ I 1 SAMF OVER FLASHING COLLAR&METAL FLASHING 16 1 METAL FLASHING SEE PLAN �1 �- ^. ASPHALT SHINGLE RAIN SCREEN FURRING W/ II '1 Of PLAN A8.04 1 ' /'� fir- SEE SECTION INSECT SCREEN NO SEALANT I ♦ 1 FIBER CEMENT SIDING f ROOFING II 11 _ �i�1 • ROOFING k�/ SEAL BOTTOM OF 1 WEATHER ;I 11 z I NO 1101,1 Cr m / WRB PER WRB MFR f I RESISTANT BARRIER METAL FLASHING W/DRIP I METAL RAKE EDGE SET IN SEALANT (( t 2 07.1317 Plan Check Responses 03 z, \prittisibi.. / DOWN OVER METAL FLASHING, LAP 1 ( �-`� i. 11 i / FLASHING WRAP PENETRATION ITEM WITH ��I I ':. l .�. - _ s�� # Date Description RAIN SCREEN W/ i OVER ROOF INSECT SCREEN ' I UNDERLAYMENT& CORRECTLY SIZED QUICKFLASH - tI I I �/ °.r-� • %'f/, Revisions WEATHER f / a _ _ 1 � W RESISTANTf ' �f1 `� �'� fF ��. �` CONCRETE COLUMN i l TRIM FASCIA FLASHING COLLAR 1 - ♦ ♦ F/, , � f 1 , � `r � February15,2017 I� BOARD > 1 - /�I�, -- o BARRIER METAL FLASHING / 1 1 / 1 X 3 FIBER 1 1 �`- HEMMED EDGE ��.4-:.- "' STRUCTURAL Date co 1 s SEALANT AT TOP& t 1 p ` WITH HEMMED 1 I / U SIDE EDGES OF CAP _ �'� ' 1 °d ,�- ' STEP IlrPliriot EDGE f 1 / Z CEMENT TRIM FLASHING PROFILE �/; - ' + - I / FIBER CEMENT BRICK VENEER ru FLASHING 1 �, Designed By 1 ! SIDING OVER INTAKE VENT CAP /V 0 KICKOUT % ♦ 11 WOOD FASCIA 1 -SEE MEGH co / , °. A ' A L FLASHING 2 X 8 WOOD FASCIA N `= ; Author ASPHALT SHINGLE N I / ROOFING FILL GAP BETWEEN 4 Drawn By ID ROOFING t f UNDERLAYMENT, ROOF SHEATHING 1, DUCT AND -- - > FLEXIBLE ♦ 1 TURN UP ON WALL 1/2"RAIN SCREEN VENT SHEATHING W/ V- 111E � a _ -' ' ':'' �±. � BB, KJ it FLASHING J/ SHEATHING 8"MIN W/INSECT SCREEN EXPANDING FOAM 1 �• � �� FIBER CEMENT SIDING OVER /___,L..__/\r__ ✓ SEALANT r % i. _ ..-//I/ Checked By °' -,.�'"'Z/' - SHEATHING-SEE E j��!/ RAIN SCREEN OVER WRB 1 17857 DRIP EDGE �,,�, STRUCTURAL OVER GABLE END TRUSS,SEE1< I i : -- -. i'fir/ RESSTANT 2X WOODI !! / '°" .-. 4 Project Number o ELEVATION FOR TYPEi'"-" m FIXTURE BLOCK-PRIME 1 I/ y 2 AND PAINT ALL SIDES 1 1'-6" 1 ki SIDING,RAINSGREEN ROOFING SHEATHING / , A8 . 04 �~ 6 AND GUTTER NOT Sheet Number iv SHOWN FOR CLARITY 11 FLASHING AT ROOF END WALL 7 TYPICAL RAKE 2 VENTS AT SIDING 1 TAPERED COLUMN Copyright 2016© iZ 15 KICK-OUT FLASHING SCALE: 3"= 1-0" SCALE: 1 1/2"= 1'-0" SCALE: 3"= 1'-0" SCALE: 1"=1'-0" If this drawing is less than 24"x 36"it has A8.04A8.04 A8.04 A8.04 been reduced"Scale accordingly. ai A8.04 SCALE: 1 1/2"= 1'-0" c 0 0 o a 0 GARAGEI I GARAGE 2A 01 FLOOR01 FLOOR SLOPE 1/8"PER 1'-0" ---- SLOPE 1/8"PER V-0" _ _ . 1�'-0" ° _ p 10'-0" utak Architects Inc — °— 4 — _ I"IRST FLOOR TOP SHEATING _ a T d a — ._ .a. — ' FIRST FLOOR TOP SHEATING 9'- 10 112" o° a — — - 444•44144444444•44‘444444414 4444 444414+•4+ 444444444444414444 ��4444444444444444144641414144414 44444 + 664444441 14444 EXTERIOR FOOTING, ` 4444414//4 +/446414+♦4444444.4441�441�4114+♦44144144+♦4+♦44`41+♦�44441144444•� 9' 10 112 808 SW 3rd Ave, Suite 300 4 SEE STRUCTURAL - �• ' Portland, OR 97204 BASEMENT TOP OF PLATE BASEMENT TOP OF PLATE EXTERIOR FOOTING, \ 1.1=..:-: — $'-9 314" — Phone 503.287.6825 SEE STRUCTURAL _d _ r TOP OF CONCRETE is 1'-4" 1'-4" 1'-4" 1'-4" .•• `v - "'•- FaX 503.415.2304 c, o 1'-4" 1'-4" 1'-4" 1'-4" op. 8'-9 314" - s , ti STEMWALL / / / / TOP OF CONCRETE r "' • STEMWALL r —\ 1.5' $"• a °_ - \ tr ,° . - — — — \— `\\ 1' N-- ► \ N \\ \ •► N \ N \\ River Terrace East LINE OF GRADE BEYOND — \ OPEN ► -.. =5_ 1.51 N OPEN OPEN w ° - . 6"OFFSET FROM SOIL. N LINE OF GRADE BEYOND \ ` ° • 4 . = : �'', \ UNTREATED WOOD TO 21A \ .\ 1, • • :• s: : , .:• ;: \ \\ BE PLACED AT LEAST — • \\ 6"AWAY FROM SOIL LINE \ �' \ \`\ \ \ 6"OFFSET FROM SOIL - .d•.., • :°"- %•' '� r UNTREATED WOOD TO z6 1 SW Roy Rogers Rd. y. BE PLACED AT LEAST Tigard OR 97223 \ = 4' d .�N�\ 6"AWAY FROM SOIL ' °, \ \ `. N OPEN '• .,d f cV ' a 4 e> ` STEPPED FOOTING • .. ' 4---.,,a --4, " •.• ° :: • '. 5:.•;.,: ;°::\ ,— 4 ''° °• y SEE STRUCTURAL 11S5.1 f . , -\ • a ::`\ .`�' \ - • \ `` 4 CONCRETE PONY . - . � _. d • °° CONCRETE PONY WALL • •-° •.. --d - - - \ .• =.:. CV '' WALL STEPPED FOOTING, • d _ .. - :\ ' Al a <` •, 4'� a •\ '� `4� a�. `.°. b AT STORAGE " d a. SEE STRUCTURAL 1/S5.1 • : h' 6V.' • N, • =-ISI ;1'-&" • b • � � _ - / .. .d / `–• — — — — — — BASEMENT T BASEMENT T � OP OF B •v" BAS OP OF SLAB 0 �a • `- ° - ° 6. 'q. - - - _ JTZ °• ' Q' I / 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: 112"= t-0" A8.06 SCALE: 112"= 1'-0" 0 , .. - GARAGE I — SLOPE 118"PER 1'-0" / 01 FLOOR441, �;; 1,€i 'kb° • . . . 4 . • .. _ — - IRST FLOOR TOP SHEATING `+�,•i !i► d 444441414444+♦44�4�11�444414141414444+♦44441444+ 4444441,4141441�44144414144444444441 4444 9'- 101/2' 72Q' EXTERIOR FOOTING, rti SEE STRUCTURAL r . • BRIAN R.FLEENER \ \ n — BASEMENT TOP OF PLATE ops 4/1.344o 8 -9314' 18" MIN v _, `N _ 1,-4" 1'-4" 1'-4" 1'-4" PORTLAND, OR / 2 TOP OF CONC. CO t� ,� _ r STEMWALL 4 IR :, 1 112" LETTERING \ . \ I I 40 2SOUTH: ST -:' LINE OF GRADE BEYOND .\ tL - N. �� N ROOF ACCESS - 1" LETTERING, UNO N I OPEN I OPEN a, a N iNi N nom: I • : - e f'� -. 4 \ 3' �, / '- \ Crawlspace 5" NUMBER, 1/32" RAISED TACTILE, BLACK - � N 19 — Shear Walls F N SEE STRUCTURAL 1/55.1 ° • , : .4 a :."_ ' : - �'��.• f .� 4` \`\ `o A8.12 TYP 26 - STEPPED FOOTING, • e d, Y. 0_ GRADE 2 BRAILLE . - " .. ,• - 4'a . N ?- 1.5 Floor 1, DOWN TO FLOOR 1" LETTERING, UNO • ATE PONY .: TO EXIT BUILDING _ d.4 �: . \ o WALL CONCRETE FLOORS °I - 7 A SIGN SIMILAR TO THE EXAMPLE SHOWN ABOVE WITH • " - <' • `; = ' d a: `v ,, CORRECT STAIR DESIGNATION, STORY DESIGNATION, \ DIRECTION TO, EXIT DISCHARGE,AVAILABILITY OF ROOF ..- ° _ BASEMENT TOP OF SLAB ACCESS FROM THE INTERIOR EXIT STAIRWAY AND °• `' -d '•T , • - 0'-0" -p TOTAL NUMBER OF FLOORS ALL FOR THE FIRE • ' o - 4. ;. .y . .•• . r - ' .r o DEPARTMENT BUT ALSO INCLUDED IN BRAILLE PER ICC _ - -\ - - 2 07.13.17 Plan Check Responses 1 A117.1,AND MEETS THE TEXT REQUIREMENTS PER ami 1022.9.1, SHALL BE LOCATED AT EACH LANDING OF # Date Description TERAWE OSII Revisions 51 IN'-0"AFF IOR IN A POSITION THATITHTHISTVO THE WHENGN DOORS '6 ARE OPEN AND CLOSED. CHARACTERS AND THEIRry erua 15,2017 WITH BACKGEITHER ROUND SHALLCHARACTERS HAVE A NON-GLONAA RELFINISH AS U WELL AS SHALL CONTRAST WITH THEIR BACKGROUND SEE PLAN / Date DARKLIGHT 175 BACKGROUND OR LIGHT CHARACTERS ON A DARK BB, KB, SM LA BACKGROUND" SEE STAIR PLANS FOR PROPOSED Designed By 4 STAIR IDENTIFICATION SIGN LOCATIONS. CRAWLSPACE SHEAR WALL 'B' ZD h Drawn By A8.06 SCALE: 3"= 1'-0" A8.06 SCALE: 112"= 1'-0" ix BB, KJ w Checked By c Ea> 17857 U O o Project Number 0- co 12 A8 . 06 -- ö Sheet Number ai Copyright 2016© iL If this drawing is less than 24"x 36"it has been reduced. Scale accordingly. a) CL __ 2 x WOOD FRAMING MAY BE USED - - IN LIEU OF METAL FRAMING- 0 --4:0- I 1-HR RATED MAINTAIN HEAD CLEARANCE 10 115/128" I I -- CEILING 'EFER TO PLAN AND COORDINATE W/MEC / / ASSEMBLY —\ PROVIDE SOLID BLOCKING AT 1 1/8"PLYWOOD TYP NOTE WATER FLEXIBLE I 1 0 / AT TREADS / SOFFIT FRAMING,TYP CAULKING AND RELATED MATERIALS SPECIFIED IN UL CONNECTIONS I ( ( 1/4"X 3"LAG OR "�� -'111.1%1 ♦ SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE EXPANSION BOLTS O z II 1/2"PLYWOOD TYP _ ♦ ' �4 Gt O REQUIREED FIRE RATING. ( _ m SEE I� AT RISERS ( EQUAL)APPROVED �_ L w v III SECTION ;� UL SYSTEM NO WL1001 AT METALLIC PIPE 0 z 1 1 uwi �\I OR CONDUIT CONDITIONS X 24 GA. I ( 7-- STRUCTURAL WALL MEMBER i v ( ♦ �, ROUGH OPENING= PLUMBERS ( Otak Architects Inc a l -- UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR DOOR SIZE+3/4" TAPE(OR ( ( 808 SW 3rd Ave, w II I ; �� CONDUIT CONDITIONS 4"X4"BUTT HINGE WELD APPROVED 0 Portland, OR197204 to f 11 AN" " ' MECHANICAL �'; PIPE RISER TO DOOR AND FRAME EQUAL) ( I I Com' STRUCTURAL Phone 503.287.6825 iQ 1"X1"A 1/8"STEEL WALL ' Fax 503.415.2304 ♦ � . ,• . .. . •.- DUCTS,SEE . . _, � - � . •. :_ ANGLE DOOR STOP ..-- MECHANICAL _ . = - . ` it '._._ MEMBER I METAL ANGLES,TYP )117\ /'r� 0 BLOCKING STRINGERS, SEE �"5/8"GYP BD ON 7/8"METAL HAT AT SOFFIT STRUCTURAL �� -� „oCHANNELS AND 2 1/2”METAL STUDS FRAMING II11P �A!K,, J-I River Terrace East L , ..--- "X"GYPSUM BOARD ATS FIN FLR UNDERSIDE OF STAIR - '' SEE AND LANDINGS,TYP SEE PLAN 2"X2"X 3/16"STEEL ' ' ;%/ fsr )y2 />/ /r !lam z ANGLE FRAME PLAN IIISEE PLAN DISTANCE ,, '/ FILL SPACE BETWEEN WALL 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" A$,11 SCALE: 1 1/2"= 1'-0" A8.11 SCALE: 1 1/2"= 1-0" A$,11 SCALE: 1 1/2"= 1'-0" A8.11 SCALE: 1"= 1'-0" V IL ,_ N rillipli Miff I IL X • —, ��"'"- NOTE • SEE PLAN r- - -� �-' I CAULKING AND RELATED MATERIALS SPECIFIED IN UL NAILER AS REQUIRED ROOF/CEILING ♦ �, 1 1/2"DIA CONTINUOUS REQUIREED FIRE RATING VED MATERIALS TO MEET THE FRAMING SEE g Q INSULATION PLYWOOD - , '�li STAIN GRADE WOOD STRUCTURAL i BAFFLE,TYP BEDROOM CLOSET HANDRAIL WITH METAL , ( 1►W UL SYSTEM NO WL1001 AT METALLIC PIPE �„ SEMI-RECESSED FIRE y1 1/2" SUPPORT BRACKET AT OR CONDUIT CONDITIONS ii _,,,l- • DOUBLE 2 x UNLESS . oi EXTINGUISHER I CLR 6'-0"OC MAXIMUM ♦ z c� NOTED OTHERWISE ON 1' I CABINET-INSTALL Q z 1 x 3 TRIM, PAINT STRUCTURAL W ( :0, PER II I • ' UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR ♦ Z West HMIs D ( ( 11 ( I MANUFACTURER'S a CONDUIT CONDITIONS I z Q Q ( _ N__ DRAWINGS I�' INSTRUCTIONS 2 X 4 BLOCKING FOR I PIPE RISER a J ( BIFOLD DOOR TRACK Development ( I �► I HANDRAIL SUPPORT '�'� � iv U p mil j 0 � BRACKET ,�. z 735 SW 158th Ave., w z ( 41 I ATTACHMENT,TYP I �i !� ire V. rii c--4 .f j� : _•. ; 2 ,i 1 WRAP FRAMED 11111 O A. Arr r \ �, /-L9J Beaverton, OR 97006 _ I�1 i OPENING W/5/8" II 111. ♦ tilA� _._. i -•! • - �� r= ( I��; ' TYPE'X'GYPSUM 0 (2)2 X 4 BLKG AI BOARD TO MAINTAIN m AT EACH END �— GYP BD @ JAMB BEYOND VERIFY 1 �� 1 HOUR ASSEMBLY Q ' � i o ,� XN° 20"X 30"1-HOUR ��1' INSULATION � I ih _ .- ,: ,, . . RATED PRE- SEE SECTION BIFOLD DOOR MANUFACTURERED ♦ IIMMEMOSSI I ACCESS HATCH BEDROOM CLOSET i � ', I SEE PLAN TOP OF FEC TO BE AV SEE PLAN Uit /' I 41-6"ABOVE FINISHED FLOOR 19 SEMI-RECESSED FIRE EXTINGUISHER CABINET 15 INTERIOR STAIR HANDRAIL 11 PLUMBING PENETRATIONS AT 1-HR WALLS 7 RATED ATTIC ACCESS HATCH 3 INTERIOR BIFOLD DOOR HEAD A8.11 SCALE: 3"= 1-0" A8.11 SCALE: 3"= l'-0" A8.11 SCALE: 1 1/2"= l'-0" A8.11 SCALE: 1"=l'-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 E PROTECTED/ IV WR 5 /8"TYPE'X'GYP BD (2)LAYERS 5/8"TYPE'X'GYP BD ON TENTED GYPSUM BOX, • 2 x BLOCKING AT JOIST BAY ENDS, SEE MECHANICAL,TYP I TUB/SHOWER AROUND TUB AT RATED .ON 2 X FLAT FURRING AT FLOOR ENCLOSURE WALL ONLY,TYP >< SEE PLAN AND ON SIDES OF FLOOR JOISTS SEE SECTION OUTLET BOX,TYP ,, 1 ,. (7 Do 0'a""1" FILL VOID BETWEEN DRAIN 2-HR WALL, BEDROOM PIPE PER UL SYSTEM NO. SEE PLAN I CLOSET � � F-C-2204 %ir fit iir f c, fi% // �// // /fes ,// ,%%f DOUBLE 2X UNLESS EJ. 372 3/4"PLYWOOD OR APPROVED • , OTHERWISE NOTED ON ' 5/8"GYPSUM BOARD SEE SECTION �' { NONCOMBUSTABLE / O STRUCTURAL DRAWINGS Fes; SIA R. LE NER PATCH PER UL f. . FIRE STOP AROUND �- - --- 411111 _+ ' • N . F-C-2204 ALL MEMBRANE /; ¢¢ �" - SYSTEM O `j PENETRATION,TYP Q S 1 BYPASS DOOR TRACK MAO,0R - rN -_ < • Z cry 1/4" �+ \,K P-TRAP AT A\ - j;�� ^ �I' CO° DRAINX ..X _ Q ( ( / – LOCATION \.....___I • SEE PLAN • Z I , \NL . ..7.,...../ 2 ,,,,, ,, ,,,,,,,, I P,,, " ,, AIM SOLID STUD FOR NAILING 0 I ' -: _ -/. -:_1 1 x 3 PAINTED TRIM 111 111 /1 // AT WALL INTERSECTION _ / SEE PLAN • TYPE'X*GYP BD ♦ EXTEND(2) LAYERS OF 5/8" 1/2"x 3"NAILER 1 x 1 PAINTED TRIM BYPASS DOORS N CONTINUOUS BEHIND TYPE'X'GYP BD PAST BLOCKING AT FLOOR / Interior Details TYPICAL FLOOR JOISTS, '� RESILIENT CHANNELS TO GYP FRAMING AROUND FAN, ,,'� I OSEE STRUCT STUD AT INTERSECTING H BD CEILING,TYP ALL SIDES TYP GYP BD JAMB-TYP M , PARTITION BAY FIRE CAULK AROUND FAN, N TYP as ELETRICAL/MEMBRANE 18 PLUMBING TRAP AT TUB ENCLOSURE 14 2-HR WALL INTERSECTION 10 PENETRATION AT 2-HR WALL 6 FIRE WRAPPED JOIST BAY AT BATH FAN 2 INTERIOR BYPASS DOOR HEAD A8.11 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" elf 111 X X X X 1-HR ENCLOSURE: (2)LAYERS 5/8"TYPE EXTEND ATTIC FINISH SURFACE i 'X'GYP BD W/FLAT 2 x 4 FRAMING AT INSULATION OVER • TOP AND ALL SIDES ENCLOSURE C I. SEE PLAN TUB/SHOWER • ENCLOSURE OUTLET BOX,TYP sagsf I III ----- JAMB SIMILAR-SEE # Date Description f0 SEEN \\1: �( STRUCTURAL or IIISEE PLAN — — Revisions SEE 18/A8.11 FOR PLAN _ ` _ - _ HEADER SIZE INFORMATION AT 1-HR APPROVED ♦ z FEBRUARY 15,2017 °' THIS LOCATION WALL NONCOMBUSTABLE - _ �;_ FACE OF FINISH AT 0 FIRE STOP AROUND N , -v - / �'', j PERPENDICULAR Date 11 U ALL MEMBRANE 0 >- �= . JAMB CONDITION TYPE X GYPSUM BOARD �� -- :s:e: y IN CPENETRATION,TYP >� 1 x 3 DOORINTERSECTIONOF u TYPE'X' GYP BD AT RATED WALL AND NON- b w `— i CASING, PAINT as RATED WALLS TO BE E Author CONTINUOUS BEHIND RATED WALL SEE PLAN • N co N TUB/SHOWER _ _ I Drawn By cu ENCLOSURE - ` - ( DOOR CASING,PAINT BB,KJ ch PROVIDE 3/4"PLYWD SEE PLAN • r/ I - - - Checked By ami UNDERLAYMENT NON-RATED N. - INTERIOR DOOR, UNDER TUB FOR 1-HR WALL • �- - - - _ 17857 - o4All SEECDOOR Project Number RATED,DOUBLE LAYER 2x-CONTINUOUS SCHEDULE o __ WOOD FLOOR/ _ �____� _ /�,� �� I BLOCKING @ ROOF SEE SECTION $ = ___ — V CEILING ASSEMBLY FRAMING MEMBER,TYP N EXTEND ENCLOSURE G YP CEILING GYP BD, ELETRICALMEMBRANE RECESSED FIXFIRE CAULK TURE,TYP TYP ALL SIDE A8 • 1 1 .. ..... Sheet Number o hi 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 20160 i'- SCALE: 1 1/2" 1'-0" SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1,-0" SCALE: 3"=1'-0" If this drawing is less than 24"xding 36",it has �. A8.11 = A8.11 - A8.11 - - A8.1 been reduced. Scale accordingly. a rt ♦ 2 X 6 FRAMING II �- O ♦ PRE-FINISHED ••► PER STRUGT PREENGINEERED WOOD CORRIDOR SEE JOIST-SEE STRUCTURAL ---4‘7,7- .. --� — PLAM SIDE AND BACKSPLASH, a NOTE: ♦ N GYP BD SHEATHING @ JOIST 4 GARAGE DOOR0` DETAIL IS INTENDED FOR ¢ = HORIZONTAL RAIL SPACE - z 'a' SEE GARAGE DOOR METAL SUPPORT PLAM COUNTERTOP AND7 7:1„CODE REQUIREMENTS AND �- PRE-FINISHED t i-,f-l;:DESIGN INTENT,EXACT co VERTICAL METAL RAIL SECTION PERFORATED • ANGLE FASTENED TO FRONT EDGE-TYPDESIGN AND CALCULATIONS w MID-SPAN STAIR INSTALLATION ANGLE "' - -------- CEILING ANGLE PER / « _ TO BE INCLUDED IN J FASTENED TO MANUFACTURERS - _i_7.:_, DEFFERED SUBMITTAL SHOP PRE-FINISHEDPREENGINEERED 3/4"SQUARE STEEL BAR SEE STRUCTURAL XWOOD JOISTS ORir REQUIREMENTS WITH DRAWINGS VERTICAL PICKETS, MANUFACTURE'S �/ '// h'/ /// '/ 1� INSULATE WRAP PIPES AS - u. OPENINGS BETWEEN BLOCKING PER z SKIT OPTVIBRATION ONON ISOLATION u- PICKETS TO BE LESS a MANUFACTURES NOTED ON INTERIOR Otak Architects, Inc ¢ - _ , ELEVATIONS THAN 4 ,TYP n REQUIREMENTS jy te 300 2"X 2"X 1/8"X 1-8"LONGLl ��'"�• - - �� UTILITY PLENUM BRACKETS AT 3-0"OC MAX(TO 808 S Portland,�OR197204 _ 2X WOOD FRAMING , PRE-FINISHED 1 1/2"x 1 1/2"STEEL • 'j il'� ;' NEXT BRACKET OR WALL Phone 503.287.6825 ¢ HORIZONTAL RAIL °° _ �� WALL AND UNDERS DE TUDS IN Fax 503.415.2304 CARPET& ! EDGE ALIGNED WITH o _ a i COUNTER-(3)SCREWS PER CD 1X4 WOOD TRIM PAINT TO GARAGE DOOR OPENER o ca 4 PAD co UNIT WALL CORNER w LEG —1 ill MATCH LANDING EDGE �— SEE CEILING PLAN METAL SUPPORT ANGLE 0 X , c\o FASTENED TO GARAGE o N U NNX FASTEN RAILING TO FACE _ DOOR OPENER PER ° ih AT LOCATIONS OF REMOVABLE =y. 1 OF BEAM PER MFR MANUFACTURER'S o o ••0000\ DOOR -' ' CABINETS,SLOT CABINET BACK GARAGE BOX PRIOR TO INSTALLATION OF ,- RECOMMENDATIONS GYP BOARD SOFFIT REQUIREMENTS WITH OPENER BRACKETS FOR SUPPORT River Terrace East '- @UNIT ENTRY MANUFACTURE'S STAIR LANDING BEAM AND BRACKETS IN ORDER THAT Z JOIST SEE STRUCTURAL VIBRATION ISOLATION KIT r CABINET MAY BE REMOVABLE 1/2"GYPSUM BOARD ON 2X CORRIDOR GYP BOARD CEILING OPTION ♦ ♦ IN THE FUTURE "--•- , BLOCKING RUN GYP PAST PLEAEN @ CORRIDOR VERTICAL RAILING A' 2X WOOD NAILER @ 2'-0"O.0 SW Roy Rogers Rd. 20 METAL GAURDRAIL AT INTERIOR STAIR LANDING 16 2HR WALL CONNECTION AT STAIR /CORRIDOR 12 UNIT ENTRY SOFFIT 8 GARAGE DOOR OPENER SECTION 4 COUNTER AT REMOVABLE CABINET Tigard, OR 97223 A8.12 SCALE: 1"= l'-0" A8.12 SCALE: 1 1/2"= l'-0" A8.12 SCALE: 1 1/2"= 1'-0" A8.12 SCALE: 1"= l'-0" A8.12 SCALE: 1"= 1'-0" jr `- PLYWOOD JOINT -`�--�----- 1/8"STEEL PLATE ,_ ��-">,, WELDED ON GATE GARAGE DOOR - 1'-2" i \ �, PLYWOOD SHEATHING SEE EN OVERHEAD , - - - MELAMINE SHELF � �.` UNIT HANDRAIL _ - WI FACTORY �� 1 1/2"DIA STEEL TRACKS = T j+ - - - EDGE AT FRONT -I 1 -Q" .E=` �� SEE STRUCTURAL PIPE,PRE-FINISHED 1/8"STEEL,ANGLE GARAGE DOOR ,'-,- / EDGE �� SEE TO MATCH RAILS STOP MOUNTED TO IN OPEN / 0/ 1104442X4 STUD 16"O.0 SECTION WALL POSITION I N / • 2X4 BLOCKING SPRING HINGES TO T j- - '�► ��Q� SOLID WOOD MEMBER, KEEP GATE IN METAL �� '►�' BETWEEN STUDS TOP ._ 3' MAX 3 MAX / to i� iilltAND BOTTOM OF fry SEE STRUCTURAL CLOSED POSITION SUPPORT - - / h.- 0$011r 0 MOUNTED ON 118" ANGLES � � �- � z � •/I OPENING STEEL PLATE FASTENED TO w ~ r01 MOUNTED TO WALL / FRAMED VENTILATION FLOOR JOISTS mX' West HMIs OPENING TO BE OR BLOCKING - - _ /_ _ — — —� - — — va s • STAIR - - _ _ — — - - - _ _ _ = 0 i�� , LOCATED MID-SPAN OF 2 - CLOSED PER MFR % � w - Development � � HO PLYWOOD SHEATHING Ifs' REQUIRE- / U 1 DIA.WOOD ROD p p3 �'ir' 1X WOOD STRIPPING AT '�� MENTS — _ I — — — _ _ _^ — — — = u, d 735 SW 158th Ave., I 10111 EDGES } '�" JOISTS ABOVE T ¢ w ROD SUPPORT BRACKET ”I"Pil J CEILING - Ni b o_ WHERE REQUIRED Beaverton, OR 97006 �� 'i� DASHED-SEE -_ - - - - - - - - - -_ ' � ''" �� / STRUCTURAL - - - 8 ¢ 1x MDF CLEAT, PAINT = b A8.12 a- m / � N �, = u_ PROVIDE INTERMEDIATE SHELF _ UNIT SEE w / DOOR Q SUPPORTS WHERE REQUIRED PLAN a OPENER o V- O - L _ m GYP BD,PAINT -_ ELEVATION PLAN 19 VENT BLOCKOUT FRAMING DETAIL 15 2HR WALL CONNECTION AT STAIR JOIST 10 EXIT DISCHARGE GATE 7 GARAGE DOOR & OPENER REFL CEILING PLAN 3 CLOSET SHELF/ROD A8.12 SCALE: 1/2"= l'-0" A8.12 SCALE: 1 1/2"= I-0" A8.12 SCALE: 1/2"= 1'-0" A8.12 SCALE: 3/8"= 1'-0" A8.12 SCALE: 3"= 1-0" TYPE A LAUNDRY EQUIPMENT SEE VARIES TO CONTROLS SECTION -1 SEE PLAN (5)1capt‘ ♦ ♦ ♦ J% : './ik ' '7;J i / a51ie '.)i;r ,- ' , , _ : , Ur INSTALL �' 3/4"MELAMINE SHELVING ' PEDESTAL AS y W WITH FACTORY EDGE AT NECESSARY TO g ♦ ACHIEVE 15" o0 ea' m FRONT EDGE MINIMUM TO BO `r O c�? OPENING w o Q d e:A" 72 .,,A _ ,-% ♦ IP,tt `� 'l'ttt"�'�t, w _♦ A /, 1 x 2 MDF CLEATS AT WALL R. € FRONT-LOADING WASHER/DRYER / = W/45 DEGREE ANGLE CUT AT • I (4 a l r b FRONT EDGE,TYP I TYPE A/TYPE B WATER CLOSET TYPE B WATER CLOSET(ALTERNATIVES) ' ♦ "'�• - - - � � ♦ RTIAIM,OR � - NOTE: GRAB BARS SHOWN FOR NOTE: PERMITTED WHERE LAV NOTE:GRAB BARS SHOWN FOR ' OF REFERENCE ONLY,ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY,ONLY BLOCKING _ REQ'D 40"CLR b j;-.1" REQ'D Jr TO ACCOMMODATEaolg, w FIXTURE MOUNTING 54"MIN H. 24"MIN �— a / 36"MIN / / 18"CLR 18"CLR / X '� 0 CL 12" 42"MIN 12" 24"MIN 'r —�- - . ,�. Interior Details FIN CLG N 12" M N I' MAX5 3/4" 12" ♦ co I-- / / y 24"MIN y , 15 3/4" ; 15 3/4" � : � � MIN '� / Z.' 8'-2"t G. MIN 1 -I r, EXHAUST DUCT M �., t __ _ _ -� _. -at' -♦ E - ♦ l BATHROOM EXHAUST FAN I } a a �- l: i 2x SOFFIT FRAMING g cv � � t J t 1 t 1 m I - I (c) ca b m if) �° in' FLUSH Q FLUSH ¢ ¢ i FLUSH M " LLVERON 6 SOFFIT AT BATHROOM CEILING FAN 2 UNIT SHELVING ch r> co LEVER©N cn E M LEVER ON w M LEVER ONfaw,...... WIDE SIDE I WIDE SIDE I A8.12 SCALE: 1 1/2"=1'-0" A8.12 SCALE: 3/4"= 1'-0" w WIDE SIDE I w WIDE SIDE w ;Io 0O OF WC OF WC / I OF WC ' H ' OF WC - •~ ' ♦ I ♦ ! s ' ♦ r + I ♦ ♦ce 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) • A SEE PLAN PLAM COUNTERTOP, 11 7/8" TYPE A ACCESSIBLE BATHTUB TYPE B BATHTUB S D SPLASH AND N 1 BACKSPLASH,TYP ♦ ._,• 1 a ♦ �� NOTE:GRAB A t/ �7� 7i'/ //i r if7 /,)/ ,,/. r/J /, //, fi'/ . /,/,- i7/ io NOTE:GRAB IN/ / _ INSTALL ELECTRICAL 16 BARS SHOWN 4"MAX-1 BARS SHOWN 4"MAXI OUTLET OR SWITCH a FOR FOR # Date Description N REFERENCE REFERENCE / 24"MAX / 24"MIN op 12" / -s- L_ ♦ BOX HORIZONTALLY Revisions c'•1 ONLY,ONLY . r ONLY,ONLY MAX r-I-1 BLOCKING BLOCKING ♦ F MIN 4 1 • FEBRUARY 15,2017 P • SEE PLAN • 724" REQ'D Date:o IP", IPIPIPIPIPIP1P i ipip REQ'D / 1 1 Z CD Z i r 24"MIN a 1 , y _ L? i E \ �� / 1 �/ Zo BB, KB, SM uj - ♦ i cE.. -- _ ♦ f 1 r Designed By l __ _ �, IT _ i'I ♦� I LC -- J 17,-, �� Jr �� rC -- ��C SEE WALL WALLBOARD,TYP XX L ,-,( _ -----J 1- - - - -=� L J L - - - - � o O �s" GYPSUM o0 y__ in a� - - �t �%j LOCATION - - - - - - -^-1 SECTIONS �� c) D Drawn By ♦ �, OF BATHTUB r = - ♦ " 2 x 6 WOOD STUDS > _ i ---"-_.1 1-HR 16"OC BB, KJ L. , _.__._..-._ J • M CONTROLS J �� 0 6 J FLOOR @ �1 J / _ -� _1tet-_ = - -� Checked By .. _ ¢ ¢ FLOOR GYPSUM BOARD REFERITCHTO CABINET,INTERIO17857 I24" O `' ¢ ¢ O o M FOR RATING TO BUTT SEE PLAN KITCHEN MAX 24"MIN 12 R, -- ch 'S '5 ! f / MligJ Z TIGHTLY TO WALL TOP �, � d I d ao d d ELEVATIOS FOR o I � _ _ � _ _ d w tli ^ / O w w PLATS NON-RATED v ♦ U NDFORMATION Project Number ♦ DOUBLE 2 X TOP PLATES I'"' WALL a- 4 i -' TY cTYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B '• ,__>< - ♦ A8 . 1 2 (1;143 BATHTUB (CONTROL WALL) (HEAD WALL) BATHTUB (CONTROL WALL) (HEAD WALL) ----- - (BACK WALL) (BACK WALL) Sheet Number 0 17 FIXTURE MOUNTING 5 1-HR FLOOR/NON RATED WALL INTERSECTION 1 UNIT KITCHEN BAR Copyright 2016© 5- A8.12 SCALE: 1/2"= l'-0" A8.12 A8.12 been reduced.Scale accordingly. SCALE: 1 1/2"= V-0" SCALE: 1"=V-0" Ifthis drawing is less than 24"x 36"it has m CC