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Fax Phone 503.287.6825 , Fax 503.415.2304 22, : ___ _ 1 ma, '7- '.-- 1 I ; 1 ' i 4 - I il i I et 10 , 4 , , ,, :, , ,,ii „i 1 __ le , 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 WEST HILLS DEVELOPMENT INC. HARDMAN GEOTECHNICAL SERVICES HARDMAN GEOTECHNICAL SERVICES 5.01 COVER SHEET A0.01 COVER SHEET-BUILDING 'B' A5.30 UNIT PLAN 3.1 01 735 SW 158TH AVENUE 24560 SW MIDDLETON ROAD 24560 SW MIDDLETON ROAD S1.1 GENERAL STRUCTURAL NOTES A0.02 SITE REFERENCE PLAN A7.00 22 PLEX BASEMENT CEILING PLAN „A BEAVERTON, OR 97006 SHERWOOD,OR 97140 SHERWOOD,OR 97140 S1.2 GENERAL STRUCTAL NOTES(CONT) A0.11 22 PLEX -BUILDING 'B' CODE A7.01 22 PLEX FIRST FLOOR CEILING PLAN PHONE: (503)641-7342 FAX: (503)641-7661 PHONE: (503)822-5347 PHONE: (503)530-8076 &SPECIAL INSPECTIONS A0.12 22 PLEX CODE SUMMARY&FIRE A7.02 22 PLEX SECOND FLOOR CEILING PLAN 7G c CONTACT: BRAD HOSMAR CONTACT: SCOTT HARDMAN, PE CONTACT:GREG SUMMERS S1.3 SCHEDULE AND NOTES LIFE SAFETY A7.03 ' 22 PLEX THIRD FLOOR CEILING PLAN . C. ARCHITECT CIVIL ENGINEER S2.0 FRAMING &SHEAR WALL MAP A1.01 CONSTRUCTION ASSEMBLIES A8:01 EXTERIOR DETAILS m ,�- S2.1A FOUNDATION PLAN-WEST A1.11 SCHEDULES A8.02 EXTERIOR DETAILS _ . OTAK ARCHITECTS, INC. OTAK, INC. S2.1 B FOUNDATION PLAN-EAST A2.00 22 PLEX BASEMENT FLOOR PLAN A8.03 EXTERIOR DETAILS SW SCROLLS FERRY RD 808 SW 3RD AVE, SUITE 300 808 SW 3RD AVE, SUITE 300 S2.2A FIRST FLOOR FRAMING PLAN-WEST A2.01 22 PLEX FIRST FLOOR PLAN A8.04 EXTERIOR DETAILS SW FRIENDLY LN PORTLAND,OR 97204 PORTLAND,OR 97204 A8.06 CRAWL SPACE SHEAR WALLS PHONE: 503.287.6825 FAX:503.415.2304 PHONE: 503.287.6825 FAX:503.415.2304 S2.2B FIRST FLOOR FRAMING PLAN-EAST A2.02 22 PLEX SECOND FLOOR PLAN A8.11 INTERIOR DETAILS - CONTACT:WAYNE YOSHIMURA CONTACT:MIKE PEEBLES S2.3A SECOND FLOOR FRAMING PLAN-WEST A2.03 22 PLEX THIRD FLOOR PLAN S2.3B SECOND FLOOR FRAMING PLAN-EAST A2.04 22 PLEX ROOF PLAN A8.12 INTERIOR DETAILS CONTRACTOR LANDSCAPE ARCHITECT S2.4A THIRD FLOOR FRAMING PLAN-WEST A3.01 22 PLEX ELEVATIONS SP #1+#-INSPECTION REQUIRED THIRD FLOOR FRAMING PLAN-EAST A3.02 22 PLEX FIRST FLOOR PLAN Stat f C" Cal Stmctural Specialty Code West RES CONSTRUCTION COMPANY OTAK, INC. S2.5A ROOF FRAMING PLAN-WEST A4.01 22 PLEX BUILDING SECTIONS IIY e�7t ��1t 117(�+ 735 SW 158TH AVENUE 808 SW 3RD AVE,SUITE 300 S2.5B ROOF FRAMING PLAN-EAST A4.02 TYPICAL CRAWL SPACE SECTIONS C :trete and Reinforcing S aeI BEAVERTON,OR 97006 PORTLAND,OR 97204 S3.1 STAIR PLANS A4.11 EXTERIOR WALL SECTIONS PROJECT SITE ❑ : M:S Installed in ConcreteDevelopment PHONE:(503)641-7342 FAX:(503)641-7661 PHONE:503.287.6825 FAX:503.415.2304 S3.2 STAIR PLANS A4.12 EXTERIOR WALL SECTIONS N CONTACT:MARK FRAZIER CONTACT:GABRIEL KRUSE S3.3 STAIR DETAILS A4.13 INTERIOR WALL SECTIONS 'z ❑ S .tial t�ome.,is " nt-Resist.ng Concrete Frame S5.1 FOUNDATION DETAILS A5.01 22 PLEX STAIR PLANS&SECTION /5073rD SW 158tH Ave., S5.2 FOUNDATION DETAILS A5.02 22 PLEX STAIR PLANS&SECTION i' ❑ F. nforcing Stoei&Prem"'s9ng Steel Tsi�dons Beaverton, OR 97006 STRUCTURAL ENGINEER TRANSPORTATION ENGINEERA5.15 UNIT PLAN 1.3 �Q . �, . + S5.3 FOUNDATION DETAILS O ❑ S :>.Ectural Welding FROELICH CONSULTING ENGINEERS, INC. KITTLESON AND ASSOCIATES, INC. S6.1 FRAMING DETAILS A5.16 UNIT PLAN 1.3-TYPE B M 6969 SW HAMPTON STREET 610 SW ALDER STREET, SUITE 300 S6.2 FRAMING DETAILS A5.17 UNIT PLAN 1.4 0 ❑ H ^n-Strenght Belting TIGARD,OR 97223 PORTLAND,OR 97205 13 PHONE:503.624.7005 FAX: 503.624.9770 PHONE: (503)228-5230 FAX: (503)273-8169 S6.3 FRAMING DETAILS A5.18 UNIT PLAN 4 ❑ S :ac':ural Masonry CONTACT: FARAMARZ DEAN AZIMI CONTACT:JULIA KUHN S7.1 ROOF FRAMING DETAILS A5.21 UNIT PLAN 2.2 N S7.2 ROOF FRAMING DETAILS A5.22 UNIT PLAN 2.2-TYPE B ❑ F nforcad Gypsum Concrete A5.24 UNIT PLAN 2.3 A5.25 UNIT PLAN 2.3-TYPE B ❑ In. <ia,ing Concrete FiII A5.26 UNIT PLAN 2.4 ❑ S .''y Applied Fire-Resistive Materials A5.28 UNIT PLAN 2.5 ❑ Pkig:A,Drilled Piers and Caissons UNIT MIX GENERAL NOTES ABBREVIATIONS SYMBOLS ❑ Shotcrete I - 1 i ASSEMBLY TAG ❑ Special Grading,Excavation and Filling 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS ( _ I 0 SmokeContras Systems UNIT TYPE PER UNIT WITH UNIT WITHOUT , NUMBER SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC.CLIENTS ONLY. IT HAS # NUMBER GA GAUGE, OVFL OVERFLOW - BUILDING TYPE BEDROOMS STORAGE/DECK(SF) STORAGE/DECK(SF) DECK AREA(SFUNITS/BLDG BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED & AND GYPSUM Q WINDOW TAG 0 Other Inspections - FOR ANY OTHER PURPOSE,LOCATION OR OWNER WITHOUT WRITTEN CENTERLINE ASSOCIATION PASS PASSAGEWAY ,,12 PLEX-DOWNHILL-15,404 SF, 12 UNITS&2 BUILDINGS-BUILDINGS D&G CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION,PUBLICATION OR AC ACRE GAL GALVANIZED PERF PERFORATED, DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. AED AUTOMATED GB GRAB BAR PERFORATE 1.1 1 700 637 63 2 INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK,INC.,AND EXTERNAL GPM GALLONS PER PLAM PLASTIC LAMINATE ,.- RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR DEFIBRILLATOR MINUTE PL PLATE,PROPERTY 1.1 -B 1 687 628 59 1 LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER AFF ABOVE FINISH GYP GYPSUM LINE Al DOOR TAG - 1.2 1 687 619 68 2 CONTAINED HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS FLOOR PLYWD PLYWOOD N __ CxT J CI£' TIGARD f RESERVED.COPYRIGHT 2016. ADJ ADJUSTABLE HB HOSE BIB PNL PANEL REVIEWED FOR CODE COMPLIANCE 1.2-B 1 687 687 68 1 AHU AIR HANDLING UNIT HC-PHB HOLLOW CORE- PNT PAINT TNORTH ARROW l 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN ALUM ALUMINUM PRIMED PR PAIR APprove:; ' �, . 2.1 2 994 930 64 2- OWNER AND CONTRACTOR,CONDITIONS OF THE CONTRACT(GENERAL, APT APARTMENT HEADBOARD PRE-FIN PREFINISHED OTC: SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS,SPECIFICATIONS, HDR HEADER PRE-PR PRE-PRIMED �I 2.1 -B 2 992 930 62 1 ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED BD BOARD HDW HARDWARE PT PRESSURE ( Permit#: OOP Lc`7 - a�2- t�° 3720 3.2 3 1,232 1,164 68 2 AFTER EXECUTION OF THE CONTRACT. BR BEDROOM HM HOLLOW METAL TREATED, POST 1 1 DETAIL TAGS Address: t"-zo" -t-,,c0 BRIA#d .F EENER gra BDRM BEDROOM HORIZ HORIZONTAL TENSION 3.2-B 3 1,232 1,164 68 1 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY BLDG BUILDING HR HOUR A8.01 A8.01 L I Suite t • S �� 7 M SUBCONTRACTOR,DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A BLKG BLOCKING HVAC HEATING R RISER, RADIUS -,J t ( ORTL D 12 PLEX-UPHILL-13,564 SF, 12 UNITS&2 BUILDINGS-BUILDINGS C&H CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY BM BEAM VENTILATION RD ROOF DRAIN By: Date: 1.1 1 747 683 64 2 INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. BOT BOTTOM AND AIR REF REFERENCE A3.02 3 EXTERIOR ELEVATION TAG W OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND CONDITIONING REFR REFRIGERATOROF 1.1 -A 1 747 683 64 1 CONSTRUCTION OF THE IMPROVEMENTS OR AS SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGN D BY OTAKT DEPICTS AND J CONTROL JOINT IBC INTERNATIONAL RESTCEPT CIP CAST-1N-PLACE D RESTROOM REQUIRED 1 D DEFERRED 1.1 -B 1 733 674 59 1 THE OWNER. CL CLOSET BUILDING CODE RM ROOM Fire Sprinkler ffCLG CEILING ICBG INTERNATIONAL RO ROUGH OPENING Eire Marta ......•o. 1.2 1 733 665 68 2 4. THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING CLR CLEAR1C A5.11 1A INTERIOR ELEVATION TAG CLEARANCE) CONFERENCE OF Mcchsnicd N THOSE IN ELECTRONIC FORM,PREPARED BY THE ARCHITECT,AND THE CMU CONCRETE BUILDING SAMF SELF ADHERING ici 2.1 2 1054 990 64 2 ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH UNIT MASONRY OFFICIALS MEMBRANE FLASHING Plumbing ..... r4 21 -B 2 1050 988 62 2 WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. CPT CARPET IN INCH SD SMOKE DETECTOR 1 B Electrical Cover Vheet UNLESS INDICATED OTHERWISE,THE ARCHITECT AND ARCHITECTS COL COLUMN INFO INFORMATION SF SQUARE FOOT - Truss Engineering .1, ------ g 3.2 3 1,303 1,235 68 2 CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN COLS COLUMNS INSUL INSULATE(D),(ION) SHTHG SHEATHING Shop Drawings .. - Building B o ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION CONT CONTINUOUS INT INTERIOR SIM SIMILAR Ak Ala. BUILDING SECTION TAG Other .... V' 21 PLEX-28,296 SF,21 UNITS&2 BUILDINGS-BUILDINGS E&F TO THE COPYRIGHTS. CONC CONCRETE SPEC SPECIFICATION A4.01 to • CORR CORRIDOR JAN JANITOR'S CLOSET STD STANDARD ii 1.3 1 705 645 60 2 5. IF COORDINATION OF ARCHITECTURAL,CIVIL, LANDSCAPE,STRUCTURAL, JST JOIST STL STEEL 0 1.3-B 1 705 645 60 1 MECHANICAL,ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT D DRYER STOR STORAGE .46.-.. APPROVED PLANS i-�" To' IN CONFLICTS,NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY DBL DOUBLE KIT KITCHEN STC SOUND 1 WALL SECTION TAG INC DE UN-ATTACHED; a. 1.4 1 701 641 60 2 WORK OF ELEMENTS RESULTING IN CONFLICTS. DF DRINKING TRANSMISSION A4.11 ^SPECIFICATION BOOK -- FOUNTAIN LAM LAMINATE CLASS CTURAL CALLS 1.4-B 1 701 641 60 1 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT DIA DIAMETER LAUN LAUNDRY STRUCT STRUCTURAL - - ELEVATION DATUM foDCv0 HREPORTPARKING PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF DIM DIMENSION LD LOAD SV SHEET VINYLCUMENTS2.2 2 990 929 61 2 CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL DRAWINGS DN DOWN LGT LIGHT 2.2-B 2 990 929 61 1 FOR FINISHED GRADES ADJACENT TO BUILDINGS. DR DOOR LIN LINOLEUM T TREAD Aed pian: DS DOWN SPOUT TEMPERED A."� GRID LINE/GRID BUBBLE shall be on job site, 2.3 2 997 922 75 2 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO DU DWELLING UNIT M MASTER T&G TONGUE& PROCEEDING WITH THE WORK. DW DISHWASHER MAINT MAINTENANCE GROOVE 2.3-B 2 996 922 74 1 DWG DRAWING MAIL MATERIAL TB TOWEL BAR 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS,DO NOT SCALE MAX MAXIMUM TEL TELEPHONE ROOM TITLE 2.4 2 1,003 929 74 2 DRAWINGS,NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING EA EACH MDF MEDIUM DENSITY THK THICK, ROOM NAME OFFICE COPY 2 04.27.17 Plan Check Responses 2.4-B 2 1,003 929 74 1 WITH THE WORK. EJ EXPANSION JOINT FIBERBOARD THICKNESS 1 04.26.17 Project Coordination EL ELEVATION MECH MECHANICAL TO TOP OF Q TEMPERED GLAZING # Date Description 2.5 2 971 908 63 2 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND ELEC ELECTRICAL MEMB MEMBRANE TP TOILET PAPER METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ELEV ELEVATOR MFR MANUFACTURER T/S TUB/SHOWER 0' 2' 4' 8' Revisions 2.5-B 2 971 908 63 1 CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS EP ELECTRICAL MIN MINIMUM TYP TYPICAL ' GRAPHIC SCALE 3.1 3 1,308 1,243 65 2 ARE COMPLETED. PANEL MIRR MIRRORED February 15,2017 CI EQUIP EQUIPMENT MISC MISCELLANEOUS UL UNDERWRITERS Date . 3.1 -B 3 1,308 1,243 65 1 10. DIMENSIONS ARE SHOWN TO FACE OF STUD,FACE OF CONCRETE,FACE EQ EQUAL MO MASONRY LABORATORIES, e, OF MASONRY,GRID/COLUMN LINE,CENTERLINE OF ELEMENT,COUNTERTOP EXIST EXISTING OPENING UNLIMITED 0 REVISION TAG AND CLOUD BB, KB, SM w 22 PLEX-28,269 SF,22 UNITS&2 BUILDINGS-BUILDINGS B&J EDGE,OR AS NOTED. EXT EXTERIOR MTL METAL UNO UNLESS NOTED m E 1.3 1 705 645 60 2 OTHERWISE Designed By v 1.3-B 1 705 645 60 2 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION FCP FIBER CEMENT N NORTH UNOCC UNOCCUPIED DEFERRED SUBMITTALS OG,wY,ZD OF SUBCONTRACTOR WORK,COMPLIANCE WITH DRAWINGS AND PANEL NA NOT APPLICABLE SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FD FLOOR DRAIN NO NUMBER VCT VINYL Drawn By 1.4 1 701 641 60 2 OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS FEC FIRE NR NON RATED COMPOSITION TILEPLUMBING SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) 6 EQUIPMENT.CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES EXTINGUISHER NTS NOT TO SCALE VERT VERTICAL BB, KJ E' 1.4-B 1 701 641 60 2 (CLEARANCES REQUIRED)FROM THE MANUFACTURERS PRIOR TO CABINET VRFY VERIFY • MECHANICAUHVAC SYSTEMS (INCLUDING COMCHECK COMPLIANCE FORMS) Checked By E CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND FIN FINISH OC ON CENTER VS VERSUS • ELECTRICAL SYSTEMS (INCLUDING COMCHECK COMPLIANCE �- 2.2 2 990 929 61 2 FORMS) 0 o ACCESSORIES. FLR FLOOR OCC OCCUPANT(S) • LIGHTING (INCLUDING COMCHECK COMPLIANCE FORMS) 17857 g,- 2.2-A 2 987 926 61 1 FND FOUNDATION OCCUPANCY(IES) W WASHER 4. FIRE SPRINKLERS, FIRE SPRINKLER, FLOW ALARM w, 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION,FINISH,AND TYPE FOF FACE OF FINISH OLF OCCUPANT LOAD W/ WITH Project Number T c 2.2-B 2 990 929 61 1 SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOS FACE OF STUD FACTOR WD WOOD FLOOR JOISTS ' ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE FOW FACE OF WALL OPP OPPOSITE WH WATER HEATER ROOF TRUSSES 2.3 2 997 922 75 2 SUBJECT TO MODIFICATION AT NO ADDITIONAL COST.PROVIDE RATED FT FEET ORD OVERFLOW ROOF WIN WINDOW FIRE STOPPING a, ai 2.3-B 2 996 922 74 2 ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH FTG FOOTING DRAIN WP WATERPROOF •• A0 . 01 -5; THEY ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS,RATED OSB ORIENTED WR WATER METAL GUARDRAILS AND HANDRAILS is t 2.4 2 1,003 929 74 2 FLOOR/CEILINGS OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. STRAND BOARD RESISTANT RADON GAS MITIGATION SYSTEM Sheet Number °' 2 5 2 971 908 63 2 WRB WATER RESISTANT • CRAWL SPACE VENTILATION SYSTEMS Copyright 2016 0 ii BARRIER If this drawing is less than 24"x 36;it has w 3.1 3 1,308 1,243 65 2 • SITE AND EGRESS LIGHTING been reduced Scale accordingly. W .A0 4, - - -kV. :i- TE #! 1 _ A CE 444 a F �OELICF� , 2 PLEX BENGINEERSI MAIN OFFICE: 6969 SW HAMPTON ST PORTLAND,OREGON 97223 TIGARD, OREGON (503)6247005 f BEND OFFICE: PERMIT ISSUE - 0112/2017 7 745E#2 S WASHINGTON DR BEND,OREGON 97701 froelich-engineers.com JOB# 16-1100 STRUCTURAL ABBREVIATIONS: STRUCTURAL SYMBOLS / LEGEND: STRUCTURAL SHEETS: aQ At GA Gauge PAF Powder Actuated Fasteners W# -INDICATES FOOTING TYPE,REF SCHEDULE. SHEET GTS. & And GALV Galvanized PGF Pounds per Cubic Foot - SHEET TITLE �a�' >,�,,, ��/ NUMBER �.D ' ,., Feet GC Generai Contractor PERF Perforate,Perforated, Performance E -INDICATES COLUMN '�.0 <vt Inch GEN General PERiM Perimeter S0.1 COVER SHEET 04G1144•9, \%,_. # Number,Pound GL Glulam(Glue-Laminated Beam) PERP Perpendicular tCr 1547/ (E) Existing GR Grade PL Plate -INDICATES WOOD SHEATHED SHEAR WALL. SI.1 GENERAL STRUCTURAL NOTES r ....._ ' GENERAL STRUCTURAL NOTES (CONT.) & !� (N) New GYP Gypsum PLF Pounds per Lineal Foot -INDICATES STRUCTURAL WALL BELOW. St2 SPECIAL INSPECTIONS .� �, �Go GYP BD Gypsum Board PLWD Plywood --— AB Anchor Bolt PREFAB Prefabricated � ^ LY 1g ACI American Concrete Institute HAS Headed Anchor Stud PSF Pounds per Square Foot .r 1 -INDICATES NON-STRUCTURAL WALL BELOW. S1.3 SCHEDULES AND NOTES �` Z MO ' ADD Addendum,Addition HDD Headed PSI Pounds per Square Inch W- S2.0 FRAMING & SHEAR WALL MAP EXPIRES: P2-/?07 /7 ALT Alternate HDR Header PSL Parallel Strand Lumber -INDICATES BEARING WALL - APPROX Approximate HEX Hexagonal PT Post-Tensioned,Preservative-Treated S2.1A FOUNDATION PLAN - WEST - ARCH Architect,Architectural HORIZ Horizontal H- -INDICATES HEADER TYPE,REF HEADER SCHEDULE. S2,1 B FOUNDATION PLAN - EAST ASTM American Society for Testing and Materials HSS Hollow Structural Shape QTY Quantity AVG Average HVAC Heating,Ventilating,Air Conditioning B- -INDICATES BEAM TYPE, REF BEAM SCHEDULE. S2.2A FIRST FLOOR FRAMING PLAN - WEST AWS American Welding Society HT Height REF Refer, Reference -INDICATES JOIST TYPE AND SPACING, REF PLANS&JOIST FRAMING S2.2B FIRST FLOOR FRAMING PLAN - EAST _ REINF Reinforce, Reinforcement ` SCHEDULE. BEV Bevel iBC International Building Code REQ'D Required S2.3A SECOND FLOOR FRAMING PLAN - WEST BLDG Building IN Inch REV Revision ---/ INDICATES DIRECTION DECK OR SHEATHING TO SPAN. $2,36 SECOND FLOOR FRAMING PLAN - EAST BLKG Blocking INFO Information BOT Bottom INSP Inspect, Inspection SCHED Schedule li) INDICATES ELEVATION. S2.4A THIRD FLOOR FRAMING PLAN -WEST BP Base Plate INSUL insulation SE Structural Engineer S2.4B THIRD FLOOR FRAMING PLAN - EAST BRDG Bridge,Bridging INT Interior SECT Section <1 > -INDICATES DIRECTION TIMBER TO SPAN. BRG Bearing SHTH Sheathing S2.5A ROOF FRAMING PLAN - WEST JST Joist SIMP Simpson Strong-Tie ® -INDICATES KEYED NOTE. CGS Center of Gravity of Strand SF Square Foot S2.5B ROOF FRAMING PLAN - EAST CJ Control Joint K Kilopound(1000 pounds) SL Snow Load 71',7).\..\4\ -INDICATES CHANGE IN SLOPE. S3.1 STAIR PLANS I— CL Centerline KiP Kilopound(1000 pounds) SIM SimilarI- CLG Ceiling SOG Slab on Grade // -INDICATES STEP IN ELEVATION. S3.2 STAIR PLANS Z CLR Clear L Angle,Left, Length SPEC Specification, Specifications < W S3.3 STAIR DETAILS 1 � � CMU Concrete Masonry Unit LAM Laminate,.Laminated STD Standard XX PSF -INDICATES SNOW DRIFT LOAD, JOIST MANUFACTURER SHALL MAKE LU C G COL Column LAT Lateral STIFF Stiffener Oter". PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS S5.1 FOUNDATION DETAILS W p„ CONC Concrete LB Pound STL Steel '4.��'eto•=- FOR LOAD&EXTENT. xx-xx S5.2 FOUNDATION DETAILS o O CONN Connection LLH Long Leg Horizontal STRUCT Structural 00 —I CONT Continuous LLV Long Leg Vertical *..� -INDICATES ROOF OVERFRAMING. REF DETAIL 5/S7.1. S5,3 FOUNDATION DETAILS o W „. LL Live Load T&B Top and Bottomg g, DBA Deformed Bar Anchor LNTL Lintel T&G Tongue and Groove CJ -INDICATES CONTROL JOINT,REF DETAIL 2/S5.1. 56.1 FRAMING DETAILS o W o _ DEL Double LONG Longitudinal TAN Tangent S6.2 FRAMING DETAILS o 0 s - - DET Detail LSL Laminated Strand Lumber THK Thick,Thickness �--INDICATES SHEAR WALL TYPE ABOVE FLOOR SPECIFIED. REF t a i t>. ams SHEAR WALL SCHEDULE. S6.3 FRAMING DETAILS 1.1J o (f) z OF Doug Fir(Douglas Fir) LT WT Lightweight THRD Threaded _ _! u, DIA Diameter LVL Laminated Veneer Lumber TOB Top of Beam -- --INDICATES HOLDOWN TYPE. REF HOLDOWN SCHEDULE. S7.1 ROOF FRAMING DETAILS F..° o J DIAG Diagonal TOF Top of Footing to 8 I ¢ p DIAPH Diaphragm MANUF Manufacturer,Manufactured TOJ Top of Joist S7.2 ROOF FRAMING DETAILS o �� ° w F- 6 DIM Dimension MAX Maximum TOL Top of Lintel,Landing w r I- DL Dead Load MB Machine Bolt TOP Top of Pier O w 1 Drawing MechanicalTopof Slab,Topof Steel E Q W Ln DWG a g MECH TOS DWGS Drawings MF77 Mezzanine TOW Top of Wail w tom-- ti m OWL Dowel MIN Minimum TOL Tolerance MISC Miscellaneous TRANS Transverse ENGR . Engineer MTL Metal TYP Typical EQ Equal PERMIT ISSUE EQUIP Equipment N North UNO Unless Noted Otherwise 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 - FIG Footing WWF Welded Wire Fabric . PROJECT MANAGER: CN DESIGNER: YS DRAWN BY: CAD-3 PROJECT NO: 16-T100 DATE: 01/12/2017 SCALE: AS SHOWN 22 PLEX BUILDING SHEET TITLE: COVER SHEET SHEET. NUMBER: al - GENERAL STRUCTURAL NOTES r. 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 1, SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF 1. REINFORCING STEEL SHALL BE DETAILED,FABRICATED,AND PLACED IN ACCORDANCE TO"ACI _ • CONVENTIONAL SPREAD AND STRIP CONCRETE FOUNDATIONS CONFORM TO THE"STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS,SPIKES,AND THE IBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S1.2. 318--BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"AND"ACI 315-MANUAL OF STAPLES"(ASTM F1667)AND"POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF - • PARTIALLY CONCRETE SLAB-ON-GRADE FIRST FLOOR AND PARTIALLY CRAWL SPACE, a' THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' BUILDING CONSTRUCTION"(NER 272). # 1 • 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. �.F M, 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE FABRICATION AND 4. NAIL SIZES SHALL BE AS FOLLOWS: ` t ' GENERAL: CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.WELDING OF [E.. 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND AREFRAMING NAILS SUBMITTALS REINFORCING STEEL SHALL CONFORM TO AWS D1.4.ALL WELDING SHALL BE DONE BY AWS ENGINEERS ; INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,CIVIL,MECHANICAL,AND CERTIFIED WELDERS USING LOW HYDROGEN E7OXX ELECTRODES. NAIL TYPE SHANK DIAMETER(IN) MINIMUM PENETRATION C F N E: OFI 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 OF HAMPTONE: ST 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 PORTLAND,696SWOREGON 97223 SPECIFICATIONS)INTO THEIR WORK. (B,D) BLOCKS,OR APPROVED METAL CHAIRS,AS SPECIFIED BY THE"CRSI MANUAL OF STANDARD 8d 0.131 1.50 (503)624-7005 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS.REFER TO THE PROJECT CONCRETE MIX DESIGNS X PRACTICE,"MSP-1. 10d 0.148 1.625 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONCRETE ANCHORAGES X 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE,OIL,DIRT,OR COATINGS BEND OFFICE: 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE. 12d 0.148 1.625 745 NW MT WASHINGTON DR GLUED LAMINATED MEMBERS X GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. PREMANUFACTURED WOOD X X 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. OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. BEND,OREGON 97701 JOISTS 5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS PREMANUFACTURED WOOD X X 7. "WET SETTING"OF REINFORCING STEEL,ANCHOR RODS,EMBEDDED PLATES AND INSERTS IS 5. UNLESS OTHERWISE NOTED ON PLANS,PLYWOOD SHEATHING SHALL BE ATTACHED TO THE froelich-engineers.com FOR THIS STRUCTURE.CONNECTIONS,DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN TRUSSES NOT PERMITTED. FRAMING SUPPORTS AS FOLLOWS: JOS# 16-T100 THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME.IF STAIRS AND RAILINGS X X 8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED,NOTIFY THE • LOCATIONS. SHEATHING NAILING ARCHITECT/ENGINEER FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. 9. THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING USE PANEL EDGES INTERMEDIATE FRAMING A. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL STEEL: MEMBERS # ;?U C T(j? DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER ROOF SHEATHING 0.131"DIA AT 6"OC 0.131"DIA @ 12"OC Gj ' � CODE REQUIREMENTS: REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.ANY MODIFICATIONS TO TYPICAL LAP SPLICE SCHEDULE(IN) " 12" k.0 PROF THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE FLOOR SHEATHING 0.148"DIA @ 6 OC 0.148"DIA(c 00 Q, F 1. CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC),BASED UPON THE BAR SIZE 3,000 PSI 4,000 PSI 5,000 PSI '`�' GINE `s(9 2012 INTERNATIONAL BUILDING CODE(IBC). SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF RECORD. WALL SHEATHING 0.131"DIA AT 6"OC 0.131"DIA @ 12"OC ��j � 'Q !� B. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND TOP BARS OTHER TOP BARS OTHER BARS TOP BARS OTHER CD 2. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM,ETC.)SHALL BE FOR THE FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND BARS BARS NOTES: i 547 - 77 EDITIONS NOTED IN CHAPTER 35 OF THE IBC. SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE #3 28 22 24 19 22 17 PROJECT IS LOCATED.CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO #4 37 29 32 25 29 22 A. ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR FASTENING ROOF SHEATHING. •-""V TEMPORARY CONDITIONS: THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS #5 47 36 40 31 36 28 • ' EGON INDUCED BY THE CONNECTION LOADS.DESIGN SHALL BE BASED UPON THE v c�'` 1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE #6 56 43 48 37 43 33 6, BOLTS AND LAG SCREWS SHALL CONFORM TO ANSIlASME STANDARD B18.2.1-1981. ALL BOLTS 1) 4 Y 1g Q� CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT REQUIREMENTS OF THE IBC AND AS NOTED UNDER"DESIGN CRITERIA." #7 81 63 70 54 63 49 AND LAG SCREWS SHALL SE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL � �Rz © ` REQUIRED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR C. THE CONTRACTOR SHALL COORDINATE THE SEISMIC RESTRAINTS OF MECHANICAL, - REQUENCES, ELECTRICAL,AND PLUMBING EQUIPMENT,MACHINERY,AND ASSOCIATED PIPING WITHSHAVE CUT THREADS. THE STRUCTURE.CONNECTIONS TO THE STRUCTURE SHALL CONFORM TO ASCE 7-10 NOTES: 7. PRE-DRILL HOLES FOR LAG BOLTS.SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO EXPIRES: W.3� /(7 2, CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND CHAPTER 13 AND BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, INSTALLATION.CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE PROJECT IS LOCATED. MULTIPLY THE ABOVE VALUES BY A FACTOR OF 1.4. 8. JOIST HANGERS,HOLDOWNS,AND OTHER FRAMING ACESSORIES SHALL BE MANUFACTURED BY CONSTRUCTION PERIOD. SIMPSON STRONG TIE(OR AN APPROVED EQUAL)AND BE OF THE SIZE AND TYPE SHOWN ON D. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM,OR B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". - 3. RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER 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 1N 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 SIMCBN U-TYPE,ORB-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 8695,CLASS 55 MINIMUM. CONDITIONS SHOWN ON THE DRAWINGS. FOUNDATIONS: 11. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR - 1. FOUNDATION SIZES ARE BASED UPON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE AS MINIMUM CONCRETE COVER(CAST-IN-PLACE) BOLTS AT 4'-O"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, NOTED IN DESIGN CRITERIA FOR BEARING ON NATIVE SOILS/COMPACTED FILL,AS USE COVER UNLESS DETAILED OTHERWISE.WASHERS TO BE MINIMUM 1/4"x3"x3"AS PER IBC 2305.3.11. RECOMMENDED BY THE GEOTECHNICAL REPORT. DESIGN CRITERIA: SLAB BARS 1" GLUED LAMINATED MEMBERS: 2. ALL FOOTINGS SHALL BE A MINIMUM OF 18"BELOW FINAL GRADES. EXTERIOR WALL FACES 1-1/2"(#5 AND SMALLER) 1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC.IN ADDITION1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE"AMERICAN TO THE DEAD LOADS,THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, 3. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS (EXPOSED TO EARTH,4R WEATHER) 2"(#6 AND LARGER) NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER"(ANSI A190.1),OR OTHER WITH LIVE LOADS(L.L.)REDUCED IN ACCORDANCE WITH THE IBC: TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. CONCRETE CAST AGAINST EARTH 3" CODE-APPROVED DESIGN,MANUFACTURING AND QUALITY ASSURANCE PROCEEDURES. 4. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS PRIOR 2. ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. TO THE COMMENCEMENT OF ANY SITEWORK. 11. PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL 5. STRUCTURAL FILL MATERIALS,PLACEMENT,AND COMPACTION REQUIREMENTS SHALL BE IN REINFORCEMENT.LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND 3. EACH MEMBER SHALL BEAR AN AITC OR APA EWS INDENTIFICATION MARK OR BE ACCOMPANIED ACCORDANCE WITH THE GEOTECHNICAL REPORT. 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 r� GEOTECHNICAL CRITERIA HORIZONTAL TO 1' EMBEDMENT BELOW THE TOP OF ( ) F- 12. PROVIDE ONE#5 FOR SINGLE LAYER,AND TWO#5 FOR DOUBLE LAYER REINFORCING,4'-0" DESIGN BASED ON HOC! 7. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A 5. NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS(EITHER IN THE SHOP,OR FIELD)IS z GEOTECHNICAL REPORT BY: DATED MARCH 25,2016 QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER.MINIMUM LONG,DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS. STRICTLY PROHIBITED UNLESS AS SPECIFICALLY DETAILED IN THE STRUCTURAL DRAWINGS OR 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: WALLS-CANTILEVERED 9. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO 0 RETAINING WALLS-BRACED 55 PCF(EQUIVALENT FLUID PRESSURE) THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. GLUED LAMINATED MEMBERS U Q J RETAINING WALLS-SEISMIC 50%INCREASE IN ABOVE EQUIVALENT FLUID PRESSURE(SEISMIC SAWN FRAMING LUMBER: 010. ALL FILL,BACKFILL AND COMPACTION ACTIVITIES,PARTICULARLY DURING WET WEATHER COMBINATION USE MODULUS OF FLEXURAL HORIZONTAL SHEAR STRESS 0W 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) OR THE WESTERN WOODS PRODUCTS ASSOCIATION(WWPA)GRADING RULES. (PSI) (PSI) 0/ a LU- (SPECIES)2. ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS: 24F-V4(DF/DF) SIMPLE SPAN 1,800,000 2,400 265 FLOOR LIVE LOADS UNIFORM LOAD(PSF) CONCENTRATED LOAD EPDXY REPAIR ADHESIVE: - (LBS} 24F-V8(DF/DF) CANTILEVERED 1,800,000 2.400 265 0 Q C) • 8 _ 1. EPDXY REPAIR ADHESIVE SHALL CONFORM TO ASTM 0881 AND SHALL BE A TWO-COMPONENT, SAWN LUMBER OR ## 11 c - _ CORRIDORS AND STAIRS 100 2000 LIQUID EPDXY WITH NON-SAG CONSISTENCY AND LONG POT LIFE. THE EPDXY ADHESIVE SHALL USE SPECIES/GRADE r Fb(PSI)-BASE VALUE CONTINUOUS I.i.J Y Z RESIDENTIAL 40 1000 BE SUITABLE FOR USE ON DRY OR DAMP SURFACES. - GARAGE 40 3000 2. ADHESIVE SHALL HAVE A MINIMUM SLANT SHEAR STRENGTH OF 5,000 PSI AND A MINIMUM LUMBER 2"TO 4"THICK DOUGLAS FIR-LARCH NO.2 900 I- w 0 VERTICAL FLOOR 0.75"OR U360 WHICHEVER IS LESS(LIVE LOAD PLUS LONG-TERM DEAD TENSILE STRENGTH OF 4,000 PSI. BEAMS 5"x5"AND GREATER DOUGLAS FIR-LARCH NO.1 1350 7. GLULAM MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADE(S),UNLESS OTHERWISE Z -� W W DEFLECTION LOAD) 3. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S POSTS DOUGLAS FIR-LARCH NO.1 1200 NOTED ON PLANS: FRAMING&ARCHITECTURAL ct 0 0 = Q 0 LU (CLADDING DESIGN) 0.375"OR L/600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS RECOMMENDATIONS AND THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION O VERTICAL FLOOR L/360REPORT, (LIVE LOAD)PER OSSC TABLE 1604.3 ENGINEERED COMPOSITE LUMBER: LU 0in co 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 1N WRITING BY p DEFLECTION o 1. ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER(MICROLAM), DURING INSTALLATION. THE SUPPLIER TO BE LESS THAN 19/o MOISTURE CONTENT. CO CC (CLADDING DESIGN) PARALLEL STRAND LUMBER(PARALAM),AND LAMINATED STRAND LUMBER(TIMBERSTRAND) """" 1' M LU Lij> 4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED(PT)PER < ° ") Q NOTES: 1. LIVE LOADS REDUCED PER OSSC 1607.10 SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS,MANUFACTURED BY TRUS-JOIST Q - c+� al THE AMERICAN WOOD PRESERVERS BUREAU(AWPB)UNLESS AN APPROVED MOISTURE OR AN APPROVED EQUAL. W ~ ti co 2.MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM OR CONCRETE: BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY MARK. CONCENTRATED LOAD. 1. ALL CONCRETE WORK SHALL CONFORM TO"ACL 318-BUILDING CODE REQUIREMENTS FOR 5. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS 2308.8.2, 2. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: SNOW CRITERIA STRUCTURAL CONCRETE"AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. 2308.9.10,2308.10.4.2 AND THE LIMITATIONS AS NOTED ON THE STRUCTURAL DRAWINGS. DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH THE OSSC 2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM ENGINEERED COMPOSITE LUMBER SNOW DRIFT PER OSSC AS SHOWN ON PLANS 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 PERMIT 1 SSl.1 E GROUND SNOW LOAD P g =10 PSF IN ACCORDANCE WITH 2014 SNOW LOAD ANALYSIS (PSI) STRESS(PSI) 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 e =1.0 CEMENT RATIO AIR PSL 2,000,000 2,900 SNOW LOAD IMPORTANCE I =1.0 BY WEIGHT FACTOR FOOTINGS,STEMWALLS 3,000 0.533 2%+1-1.5% NOTE: RETAINING WALLS 3,000 0.50 6%+/-1.5°!o WOOD STRUCTURAL PANEL SHEATHING: THERMAL FACTOR C t =1.0 e1.5% WIND CRITERIA1. 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 EXTERIOR SLAB-ON-GRADE 3,000 0.48 6%+1- STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD,* THE"U.S.PRODUCT DESIGNED FOR REDUCED STRESSES PER THE MANUFACTURER'S REQUIREMENTS. INTERIOR SLAB-ON-GRADE 4,000 0.48 N/A REV DATE ISSUE TITLE MAIN WIND FORCE 120 MPH BASIC WIND SPEED(3-SECOND GUST) 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 T SEISMIC CRITERIA CONFORMING TO ASTM 0150 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 GEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: WALL SHEATHING 1t2"-INDEX 32/16 DISPLACEMENT DURING CONCRETE PLACEMENT.DO NOT HAND SET OR WET SET. PROJECT MANAGER: CN SEISMIC DESIGN CATEGORY D 5. SILLS AT WALL SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR MINIMUM CEMENT CONTENT BOLTS AT 4'-O"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, DESIGNER: YS - MCE SPECTRAL - S S =0.985 S 1 =0.363. 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: CAD-3 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 DS D1 3,000 470 LBS. 5. FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES HOLDOWN BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. PROJECT NO: 16-T100 - ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-10 SECTION 12.8 4,000 550 LBS. MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS 7. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL. - NORTH-SOUTH DIRECTION EAST-WEST DIRECTION 5,000 630 LBS. SHALL ALSO BE GLUED AT THE T&G JOINT. DATE: 01/12/2017 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 =6.5 A. FLYASH CONFORMING TO ASTM C618"TYPE F,"OR"TYPE C"MAYBE 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/ FACTORTO 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. &318"MAX LARGER THAN BOLT SIZE.AS AN ALTERNATIVE,THE ANCHOR MAY BE SLEEVED WITH COEFFICIENTAN 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 3. HOLDOWN BOLTS SHALL BE PLACED A MINIMUM OF 5"FROM THE END OF CONCRETE CONCRETE. STEMWALLS.ADD ADDITIONAL 2x STUD AS REQUIRED. 22 P L EX BUILDING 5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE 4. SEE HOLDOWN SCHEDULE,DETAILS 3/S5.1,5/S5.1,&6/S5.1 FOR TYPICAL HOLDOWN 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 BASED ON THE REQUIREMENTS OF THE IBC AT THE STAGES OF STRUCTURAL ON LISTED BELOW. 6, A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR WET SET. 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 TOMIX 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 © /� STRUCTURAL OBSERVATIONS EXCEED 10-INCHES. GENERAL STRUCTURAL 7. SLEEVES,OPENING,CONDUITS,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE CONSTRUCTION PHASE OBSERVATION COMMENTS STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO NOTES BY EOR PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE PRIOR TO FIRST CONCRETE POUR X w 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. - ■ Ill - - GENERAL STRUCTURAL NOTES (CONT) AND STATEMENT OF SPECIAL INSPECTION - X ENGINEERED WOOD PRODUCTS: MASONRY/STONE VENEER: 1. THE ENGINEERED WOOD PRODUCTS MUST HAVE A CURRENT ICC REPORT BASE ON THE TABLE i :_ 1. VENEER SHALL NOT EXCEED 5"IN THICKNESS. APPLICABLE IBC CODE. REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS - 2. PROVIDE 1"MIN(41/2"MAX)AIR SPACE BETWEEN VENEER AND STUD WALL SHEATHING. 2. INCLUDES,BUT NOT LIMITED TO THE FOLLOWING ENGINEERED WOOD PRODUCTS: SYSTEM or MATERIAL INSPECTION REMARKS :- _' '>. EXTERIOR WALL SHEATHING TO BE COVERED WITH APPROVED WEATHER RESISTANT BARRIER. I-JOIST,LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND IBC CODE CODE or FREQUENCY -&74-A.1- 3. 3. VENEER ANCHORS ARE TO MEET THE REQUIREMENTS OF ACt 530-08.6.2. LUMBER(LSL),AND PARALLEL STRAND LUMBER(PSL). REFERENCE STANDARD � s0°'° ' 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"00 HORIZONTALLY AND NECESSARY FOR THE PROPER ERECTION&PERFORMANCE OF THEIR PRODUCT.THESE SHALL CLEARLY CALLED OUT AND DETAILED ON THE SHOP DRAWINGS. _ SOILS 18"OC VERTICALLY, MAXIMUM.IN NO CASE IS THE AREA OF VENEER SUPPORTED BY EACH 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 rR O E L I C H OF TIES SHALL NOT EXCEED 12"OC. ACCESSORIES AFTER INSTALLATION AND PROVIDE WRITTEN VERIFICATION OF PROPER 1803 INSPECTION AND TESTING AS -� - ••-• 5. USE 3/4"x 22 GAGE GALVANIZED METAL ADJUSTABLE ANCHORS OR#9 GAGE GALVANIZED WIRE INSTALLATION OF THEIR PRODUCT TO THE ARCHITECT AND STRUCTURAL ENGINEER OF NOTED IN TABLE 5 OF THE ENGINEERS 1 ANCHORS. RECORD. GUIDELINES MAIN OFFICE: 6. USE#9 GAGE GALVANIZED WIRE JOINT REINFORCEMENT HORIZONTALLY AT MAXIMUM OF 18"OC 5. PRODUCTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S VERIFY MATERIALS BELOW TABLE X BY THE GEOTECHNICAL ENGINEER 6969 SW HAMPTON ST JOINT REINFORCEMENT TO BE SECURED TO SEISMIC ANCHORS. INSTRUCTIONS AND SPECIFICATIONS. SHALLOW FOUNDATIONS ARE 1705.6 PORTLAND,OREGON 97223 7. ANCHORS TO MEET THE REQUIREMENTS OF SEISMIC DESIGN CATEGORY D. 6. LAMINATE MULTIPLE I-JOISTS WHERE INDICATED ON DRAWINGS AS PER MANUFACTURER'S ADEQUATE TO ACHIEVE THE (503)624-7005 8. ISOLATE THE SIDES AND TOP OF ANCHORED VENEER FROM THE STRUCTURE SO THAT RECOMMENDATIONS. DESIGN BEARING CAPACITY BEND OFFICE: VERTICAL AND LATERAL SEISMIC FORCES RESISTED BY THE STRUCTURE ARE NOT IMPARTED 7. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW,AND IN ADDITION FOR SNOW VERIFY EXCAVATIONS ARE TABLE ' X EXTENDED TO THE VENEER. TO PROPER DEPTH 1705.6 DRIFT LOADING SHOWN ON THE PLANS. 745 NW MT WASHINGTON DR 9. PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGER THAN 16"IN EITHER DIMENSION. FLOOR LIVE LOAD: CORRIDORS 100 PSF AND HAVE REACHED PROPER SUITE#205BEND,OREGON 97701 SPACE ANCHORS AROUND PERIMETER OF OPENINGS AT A MAXIMUM OF 3'-0"OC PLACE LIVING SPACES 40 PSF MATERIAL ANCHORS WITHIN 12"OF OPENINGS. FLOOR DEAD LOAD 27 PSF PERFORM CLASSIFICATION AND TABLE X TESTING OF COMPACTED FILL froeliob-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: 10. DO NOT NOT NOTCH OR DRILL ENGINEERED WOOD PRODUCTS,EXCEPT AS ALLOWED PER THE THICKNESSES DURING �1. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90,SAMPLED AND TESTED IN MANUFACTURERS SPECIFICATIONS.ANY PROPOSED NOTCHING OR DRILLING OF ENGINEERED PLACEMENT AND COMPACTION OF :,../:.:9'131G5ECI4GN1-0:2 P WJEACCORDANCE WITH ASTM C140. WOOD PRODUCTS NEEDS TO HAVE PRIOR APPROVAL BY THE MANUFACTURER. COMPACTED FILL �,rCD Rc ..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 �N � �f'+,p3. 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 1705.64. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(F"m)AS INDICATED IN THE WHERE THE PROJECT IS LOCATED FOR REVIEW. SUBGRADE AND VERIFY THAT SITE PTABLE BELOW AS VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO IBC SECTION 12. THE CONTRACTOR SHALL COORDINATE WITH THE JOIST MANUFACTURER TO PROVIDE HAS BEEN PREPARED PROPERLY. x- 2105. ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS WITH COLUMNS, Aar5. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. WHERE NO COLUMN CONNECTIONS,CONNECTION HARDWARE,ETC. TABLE 2 � Di: 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 v(y 19g� *�, AS INDICATED IN THE"MASONRY REINFORCING STEEL"SECTION OF THESE NOTES. (UNLESS NOTED OTHERWISE): '9� 25 @• 6. HORIZONTAL WIRE AND BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS AT SYSTEM or MATERIAL INSPECTION REMARKS '' I� FLOORS: LIVE LOAD-1/480 OF SPAN,TOTAL LOAD-1/36p OF SPAN R " EXPANSION JOINTS EXCEPT AT ALL FLOOR AND ROOF LEVELS. A MINIMUM OF ONE VERTICAL#5 IBC CODE CODE or FREQUENCY ROOFS: LIVE LOAD-1/240 OF 7 SPAN,TOTAL LOAD-1/240 OF SPAN - BAR SHALL BE LOCATED ON EACH SIDE OF AN EXPANSION JOINT. 14. DESIGNS,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: REFERENCE STANDARD REFERENCE CONTINUOUS PERIODIC 1 EXPIRES: I 2/i3 I/ 1 t _ - 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 WOQUIREM CLEANLINESS REQUIREMENTS (TEMPERATURE ABOVE 90°F(32.2°C)) F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT DRILL BIT RF THE HONES, OLE AND SHALL CONFORM TO ACI 530.1 ARTICLE 1.8 C AND 1.8 D. 15. CALCULATIONS OF THE ENGINEERED WOOD PRODUCTS MUST BE SEALED BY THE PRODUCT ANCHOR,ADHESIVE EXPIRATION ENGINEER AND SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER OF RECORD. DATE,ANCHOR/ADHESIVE 16. I-JOIST SHALL HAVE LAMINATED VENEER LUMBER(LVL)FLANGES W/ORIENTED STRAND BOARD INSTALLATION,ANCHOR MORTAR: (OSB)WEBS. EMBEDMENT,AND TIGHTENING TORQUE 1. MORTAR SHALL BE OF THE TYPE INDICATED IN THE TABLE ABOVE WITH A MINIMUM WELDING REINFORCING STEEL 1705.2.2.1.2 ACI 318:3.5.2 X REFER TO STEEL FOR WELDING COMPRESSIVE STRENGTH AT OF 1,800 PSI FOR MORTAR TYPE S(2,500 PSI FOR MORTAR TYPE M) 1903.1 AWS D1.4 REQUIREMENTS AT 28-DAYS AND SHALL CONFORM TO IBC SECTION 2103. PREMANUFACTURED WOOD TRUSSES: TABLE 1705.2.2,ITEM 2b 1. DESIGN OF THE PREMANUFACTURED WOOD ROOF TRUSS SYSTEM SHALL BE THE VERIFICATION OF WELDABILITY OF TABLE AWS D1.4 X CONTRACTORS RESPONSIBILITY. REINFORCING STEEL OTHER THAN 1705.2.2 ACI 318: SECTION 2. DESIGN SHALL CONFORM TO THE PROFILES SHOWN ON THE DRAWINGS AND THE ASTM A 706 3.5.2 MASONRY GROUT: REQUIREMENTS OF IBC SECTION 2303.4 AND THE"DESIGN SPECIFICATIONS FOR LIGHT METAL OTHER REINFORCING STEEL TABLE AWS D1.4 X 1. GROUT SHALL HAVE A COMPRESSIVE STRENGTH AS INDICATED IN THE TABLE ABOVE AND PLATE CONNECTED WOOD TRUSSES",TPI-24 AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. 1705.2.2 ACI 318: SECTION SHALL CONFORM TO IBC SECTION 2103. 3. TRUSS DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS TO THE STRUCTURE 3.5.2 I- REQUIRED TO TRANSFER DESIGN LOADS INTO THE STRUCTURAL SYSTEM OF THE BUILDING. PLACEMENT OF BOLTS INSTALLED TABLE ACI 318: 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED �h 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 V) 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 AC1 318-APPENDIX < LU 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 0 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 Q,,, LOADS AND ANY SNOW DRIFTING/SLIDING SNOW INDICATED ON DRAWINGS: 1904 ACI 318:5.2-5.4 0 1904.2 1910.2 a0 ",".,I PREMANUFACTURED WOOD TRUSS LOADING 1910.3 tY W cn MASONRY REINFORCING STEEL: LOADING TYPE UNIFORMLY DISTRIBUTED LOAD(PSF) CONCRETE PLACEMENT TABLE ACI 318:1.3.2.D X 1. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO IBC SECTION 2103.14. ROOF LIVE LOAD 20 _ 1705.3 _ AC1318:5.9-5.10 Ce Ct Ili W 2. DEFORMED REINFORCING BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY 25 0 co PLACED IN ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL ROOF SNOW LOAD EAVES: 25 TABLE 5 CONFORM TO ASTM A706 GRADE 60. TOP CHORD: 10 W 3. UNLESS OTHERWISE NOTED ON PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS ROOF DEAD LOAD REQUIRED TESTING FOR SPECIAL INSPECTIONS Z BOTTOM CHORD:8 O D 0 - FOLLOWS: SYSTEM or MATERIAL TESTING REMARKS I- Z u NET WIND UPLIFT 7 «- IBC CODE CODE or FREQUENCY Z w IN ADDITION TO THE LOADS NOTED,ALL TRUSSES SHALL BE DESIGNED TO SUPPORT A ct3 O ..r. > 0: MINIMUM WALL REINFORCEMENT-RUNNING BOND REFERENCE STANDARD O I 4 O CONCENTRATED LOAD OF 100#AT ANY LOCATION ALONG THE TOP OR BOTTOM CHORDS. CONTINUOUS PERIODIC VERTICAL REFERENCE O � 6 Z NOMINAL WALL THICKNESS HORIZONTAL REINFORCEMENT - = til REINFORCEMENT GEOTECHNICAL ul O �'""" co O $" #5 @ 24"0048" 7. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO - 1 (2)#4© OC ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING,ELECTRICAL UNITS,FOLDING PARTITIONS GEOTECHNICAL ENGINEER TO 1803 TESTING PER GEOTECHNICAL > Liqii PERFORM TESTING OF REPORT AND OTHER CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. Q . 4. BOND BEAMS WITH TWO#5 BARS SHALL BE PROVIDED AT ALL FLOOR LINES,ROOF LINES,ANDCOMPACTED FILL MATERIALS t9 +n 8. FOLLOWING:ONNUFACTURER SHALL DESIGN ALL DRAG TRUSSES AND DRAG STRUTS FOR THE FILL IN-PLACE DENSITY OR 1705.6 X BY THE GEOTECHNICAL ENGINEER w h "}•"' ti m AT THE TOP OF ALL WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. 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 ANDCLASSIFICATION T 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL BOTTOM CHORD THROUGH WEB MEMBERS N 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 TESSTITINGGON AND BE EMBEDDED A MINIMUM OF 9"INTO THE FOUNDATION WITH A STANDARD 90 DEGREE THROUGH SPLICES. MATERIALS CONTROLLED FILL LPERMIT ISSUE HOOK. 9. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS CONCRETE 8. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT ALL WALL BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE INTERSECTIONS. WHERE THE PROJECT IS LOCATED FOR REVIEW AND APPROVAL. AT THE TIME FRESH CONCRETE IS TABLE ASTM C 172 X FABRICATE SPECIMENS AT TIME 9. LAP ALL REINFORCING BARS AS FOLLOWS UNLESS OTHERWISE NOTED WITHIN THE DRAWINGS: 10. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING SAMPLED TO FABRICATE 1705.3 ASTM C 31 FRESH CONCRETE IS PLACED (UNLESS NOTED OTHERWISE): . SPECIMENS FOR STRENGTH ACI 318:5.6,5.8 TESTS,PERFORM SLUMP AND AIR ONCE EACH DAY FOR A GIVEN MASONRY REINFORCEMENT LAP SPLICE SCHEDULE(IN) FLOORS: LIVE LOAD-1/480 SPAN,TOTAL LOAD-1/360 OF SPAN CONTENT TESTS,AND DETERMINE CLASS OF CONCRETE,OR LESS BAR SIZE fm=1,500 PSI I'm=2,000 PSI fm=2,500 PSI I'm=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: C. ERECTION AND PLACEMENT CRITERIA EACH SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL AND MINIMUM A. FOR CENTER-TO-CENTER SPACING LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND D. DETAILS OF ALL BRIDGING,BRACING,STIFFENERS,BLOCKING AND CONNECTIONS CONCRETE STRENGTH TABLE ASTM C39 X ONE SPECIMEN FOR EACH 50 CUBIC DIVIDE BY THE SPACING BETWEEN BARS. E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS 1705.3 YARDS."PRECONSTRUCTION TESTS B. FOR MASONRY CLEAR COVER LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND DIVIDE F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT AS REQUIRED PER THE BUILDING BY THE CLEAR COVER. 12. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM OFFICIAL." C. NOTES A AND B SHALL NOT BE APPLIED CONCURRENT,USE THE LARGER RESULTING LAPBOARD CEILINGS. CONCRETE SLUMP TABLE ASTM 0143 X LENGTH OF THE TWO WHEN BOTH CONDITIONS OCCUR. 13. DO NOT NOTCH OR DRILL TRUSS MEMBERS WITH OUT APPROVAL OF THE TRUSS CONCRETE AIR CONTENT 1705.3 ASTM C231 X MANUFACTURER AND THEIR ENGINEER. CONCRETE TEMPERATURE ASTM C1064 X PROJECT MANAGER: CN MASONRY REINFORCEMENT COVER • - - - - - USE COVER DESIGNER: YS MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" 1-1/2"(#5 AND SMALLER). DRAWN BY: CAD-3 MASONRY FACE EXPOSED TO EARTH AND WEATHER 2" TABLE 6 (#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: 01/12/2017 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 CHORDS,COLLECTORS,BRACING, X ALL CONNECTIONS VISUALLY 22 P L EX BUILDING AND SHEAR WALL ANCHORAGE INSPECTED AND HOLDOWNS 1705.11.2 SPECIAL INSPECTION IS NOT REQUIRED WHEN FASTENER FASTENING OF DIAPHRAGM AND SPACING IS GREATER THAN 4"ON SHEAR WALL SHEATHING WITH X CENTER FOR WOOD SHEAR WALLS, SHEET TITLE: EDGE NAILING s4" DIAPHRAGMS,NAILING,BUILDING /^ AND OTHER COMPONENTS IN THE GENERAL L STRUCTU R A t SEISMIC FORCE-RESISTING SYSTEM. i V� ! 1J�✓ 1J fes/ 1L NOTES (CONT") & SPECIAL INSPECTIONS SHEET NUMBER: .... S 1 S1 . 2 2 • SCHEDULE AND NOTES ;,-1,,, ,_sA 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 _; HEIGHTS (IF APPLICABLE) WALL FLOOR WALL WALLq H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING J1 11 7/8" TJI 110`s @ 24"OC W1 10'-2"& 2x6 DF#2 @ 12"OC 2x6 DF#2 @ 16" 2x6 DF#2 @ 16" 2x6 DF#2 @ 16" TYPICAL FROELICH B1 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING J2 11 7/8" TJI 230's @ 24"OC LESS QC OC 00 CONSTRUCTION B2 51/2 x6 GL (2)2x DF#2 J3 11 7/8" TJI 360's @ 19.2"OC W2 10'-2"& 2x4 DF#2 @ 12"OC 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" TYPICAL ENG 1 N E E R S B3 31/2 x 11 7/8"GL (2)2x DF#2 J4 11 7/8" TM 560's @ 16"OC 6969 SW HAMPTON ST W3 9'-2"&LESS 2x4 DF#2 @ 12"OC 2x4 DF#2 @ 16" PARTY WALL PORTLAND,OREGON 97223 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"00 OC 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" (503)624-7005 Be 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) J6 5.5" 2x6 DF#2 @ 12"OC 9'-2"-10'-2" (2)2x4 DF#2 @ 16" 2x4 DF#2 @ 12" OC OC PARTY WALL BEND OFFICE: 66 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) OC OC 745 NW MT WASHINGTON DR J7 11 7/8" TM 360's @ 12"OC SUITE#205 67 5 1/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) BEND,OREGON 97701 68 51/2 x 18"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) froelich-engineers.com JOB# 18-T100 B9 51/2 x 21"GL 5112x6 GL POST 810 6 3/4 x 31"GL 5 1/2x7 1/2 GL POST SHEAR WALL SCHEDULE NOTES: B11 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING TYPE SHEATHING-NAILING SOLE PLATE RIM JOIST MUD SILL PLATE AND COMMENTS 1. REF BEARING WALL SCHEDULE FOR WALL TYPE. .0 C T(/ CONNECTION TO RIM CONNECTION TO ANCHOR BOLTS(REF 2. UNIQUE WALL FRAMING CALLED OUT ON PLANS. C . . R.4` B12 PT 51/2 x 15"GL REF PLAN JOIST DOUBLE TOP PLATE NOTE 6) STUDS SHALL BE ALIGNED FROM FLOOR TO FLOOR. �� PRp��`S' BEAM SPECIFIC NOTES: 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 \ ►:.�1 \ :77- 3. (1)SIDE W/8d NAILS @ OC LTP4 @ 48"OC 8"QC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW i �j a►A WillLu5471-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. 6"OC EDGES&12"OC @ 48"00 MASA) I 1 SHEAR WALL EDGE NAILING a .41 SHEAR WALL EDGE NAILING FIELD JI '' 12-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTEd OTHERWISE!N THIS TABLE mi CaNT DB! TOP PL o I CaNTDBL2xTaPPLOR ON THE PLANS. A 1/2"APA RATED SHTG 0.148x3"COMMON @4" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @24" SEE NOTE 11 ° i I 'G' C?' CION (1)SIDE W/$d NAILS @ 00 LTP4 @ 48"OC 8"00&SIMPSON LTP4 QC(EMBED 7')(OR SIMP &12 BELOW 1 WALL STUD SIZE&SPACING WALL STUD SIZE&SPACING dG � 4"OC EDGES D&12"00 @ 32"OC MASA) I REF BEARING WALL SCHED REF BEARING WALL SCHED '1//lj:1)',25 1 s' V.- - „ ' DSP 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 ►=�1 ► ►=.11 (1)SIDE W/8d NAILS @ OC LTP4 @ 36"OC 8"OC&SIMPSON LTP4 00(EMBED 7")(OR SIMP &12 BELOW I . DEL STUDS AS REQ'D BY Illi EXPIRES: �„ /31 SCHEDULE1't 3"00 EDGES&12"OC @ 24"OG MASA) i I i 5 1 - FOOTING SCHEDULE FIELD a z g I 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 I a L (2)SIDES WI 8d NAILS OC LTP4 @ 24"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW �j �� SHEAR WALL SHTH REF PLAN& 1 SHEAR WALL SHTH REF PLAN& 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 ROT @ 4"OC EDGES&12" 12"QC MASA) E SHEAR WALL SCHEDULE AS SHEARWALL SCHEDULE LTRANS:#4 @ 18"OC BOT CC FIELD 1 OCCURS II I OCCURS AS 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT D 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 3x PL W/5/8"DIA AB @ 12" SEE NOTE 11 I ANCHORAGE TO FOUNDATION lli ANCHORAGE TO FOUNDATION 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 a I OR FLOOR,REF PLAN Ji I OR FLOOR,REF PLAN @ 4"CC EDGES&12" @ 9"OC MASA) w I w I 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT OC FIELD o i 2x OR 3x SOLE PL REF PLAN o ; 2x OR 3x SOLE PL REF PLAN TRANS:#4 @ 12"OC TOP&BOT 1 in &SHEAR WALL SCHEDULE N &SHEAR WALL SCHEDULE SHEAR WALL GENERAL NOTES(APPLICABLE TO ALL SHEAR WALL TYPES): \ ►1 ": \ ow. ►_;_; 4 2'-6"x 2'-6"x 10"THICK (3)44 EA WAY-EQ SPACED 80T 1 IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12"OF EACH END AS PER MSC SECTION 2308.6. 5 3'-0"x 3'-0"x 12"THICK (4)#4 EA WAY-EQ SPACED BOT N2 SHEAR WALL FRAMING IS TO BE 16"0C UNLESS NOTED OR DETAILED OTHERWISE. 1. REF ARCH FOR WALL FINISHES,FURRING,ETC. NOTES:ES: . REF ARCH FOR WALL FINISHES,FURRING,ETC. 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. 2. TTOOFMAARCH FORNF E RATING. ADDITIONAL REQUIREMENTS 2. TO MAINTAIN FIREREF ARCH FOR D RATING.REQUIREMENTS 7 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT NOT USED ON THE 4 ALL NAILS STATED ARE COMMON NAILS UNLESS NOTED OTHERWISE.8d GALVANIZED BOX NAILS MAY BE SUBSTITUTED FOR THE TRANS:#4 @ 24"OC BOT CLUB HOUSE 8d COMMON NAILS. TYPICAL WALL CONSTRUCTION W1 &W2 PARTY WALL CONSTRUCTION W3 8d=0.131 x 2-1/2" HOEDOWN SCHEDULE CO 10d=0.14$x 3" 1".." I- MARK HOLDOWN ATTACHMENT ATTACHMENT TO POSTS COMMENTS 16d=0.162 x 3-1/2" 1 BEARING WALL CONSTRUCTION < z FOUNDATION UNO ON 5 LTP4 PLATES SHALL BE INSTALLED W/(12)8d COMMON NAILS. S1 3 SCALE:NTS i ' , PLANS OR DETAILS 6 ANCHOR BOLTS SHALL BE GALVANIZED&SHALL HAVE A 1/4"x3"x3"GALVANIZED PL WASHER BETWEEN THE SILL PL&NUT. W - NOT REQUIRED ANCHOR BOLTS SHALL BE PLACED SO THAT THE EDGE OF THE PL WASHER IS 1/2"MAX FROM THE SHEATHED FACE OF THE WALL. L a- WHERE SHEATHING IS APPLIED TO BOTH FACES,ALTERNATE ANCHOR BOLTS,OR SIMPSON MASA-SEE DETAIL 7/S5.1 FOR Q 1 SIMPSON HTT5 (18)0.162x3 1/2"NAILS USE SIMP.SSTB24L INTO (2)2x STUDS PROVIDE#4 DOWEL W/ ANCHOR BOLT PL WASHER REQUIREMENTS. 0 Q ."..I STEM WALL. USE 5/8"DLA MIN STANDARD HOOK @ EACH 7 PENETRATIONS GREATER THAN 4"WIDE x 4"TALL IN THE SHEATHING OF SHEAR WALLS SHALL NOT OCCUR UNLESS APPROVED W ASTM A36 HEX HEAD A.B. HOLDOWN LOCATION BY ENGINEER.PENETRATIONS SMALLER THAN 4"WIDE&4"TALL SHALL BE BLOCKED ABOVE&BELOW(STUD-STUD)&EDGE > EMBED 8"INTO FTG.WI 1/4"x3"x3"PL WASHER NAILED. C W CD BETWEEN DBL.NUT @ 80T. 8 SIMPSON MASA SHALL BE APPLIED DIRECTLY TO SILL PL.DO NOT ATTACH LEGS OVER SHEATHING.DO NOT ATTACH LEGS TO ft ❑ ❑ o - OF THREADED ROD WHEN STUDS. i # , NO STEM WALL OCCURS. 9 SEE DETAILS 3/55.1,5/S5.1,6/S5.1,7/S5.1,&1/S6.1 FOR TYPICAL SHEARWALL INSTALLATION. W O Cl) ZO 2 SIMPSON HDQ8 (20)114"DIA.x 3"SIMPSON SIMPSON SSTB28L (3)2x STUDS PROVIDE#5 DOWEL W/ I- sY ❑ SDS WOOD SCREWS MIN STANDARD HOOK @ EACH SHEAR WALL SPECIFIC NOTES: Z _I LU w - HOLDOWN LOCATION 10 FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR GREATER&NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE0 0 = a it O 3 SIMPSON HHDQ11 (24)SIMPSON SDS 1/4"DIA 1"DIA ASTM A36 THREADED 6x POST OR PROVIDE#5 DOWEL W/ WITH 0.148x3"@ 4"OC STAGGERED). O � c z x21/2"WOO SCREWS INTO ROD(12"EMBED INTO AS DETAILED STANDARD HOOK @ EACH 11 FRAMING AT ALL ADJOINING PANEL EDGES&SOLE PLATES RECEIVING EDGE NAILING ON BOTH SIDES SHALL BE 3"NOMINAL OR GREATER W n O E- O0 NARROW FACE OF MEMBER FOOTING W/1/4"x3"x3"PL HOLDOWN LOCATION AND NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE WITH148x3"@ 4"OC STAGGERED)OFFSET SHT'G JOINTS TO FALL ON > to ❑Q, w W OR AS DETAILED WASHER BETWEEN DBL. DIFFERENT DOUBLE STUDS. +� F- W W NUT @ SOT.OF THREADED /�/ Q O M w ROD) 12 SIMPSON LTP4 CLIPS @ SOLE PLATE CONNECTION TO RIM JOIST ARE NOT REQUIRED IF UPPER WALL SHEATHING IS CONTINUOUS& (.L w 2 ❑ DIRECTLY EDGE NAILED TO RIM JOIST. 4 SIMPSON MST37 (11)0.162x3 1/2"NAILS AT -- (2)2x STUDS - TOP&BOTTOM(CENTER MIN STRAP ON FLOOR CAVITY (22)TOTAL NAILS) 5 SIMPSON MST60 (24)0.162x3 1/2"NAILS AT -- (2)2x STUDS - PERMIT ISSUE TOP&BOTTOM(CENTER MIN STRAP ON FLOOR CAVITY (48)TOTAL NAILS) 6 (2)SIMPSON (24)0.162x3 1/2"NAILS @ -- 4x MIN - MST60 TOP&BOTTOM. ONE STRAP PER SIDE OF WALL. (CENTER STRAP ON FLOOR REV DATE ISSUE TITLE CAVITY(48)TOTAL NAILS) 7 (2)SIMPSON (38)0.148x3"NAILS TO DBL. -- (2)2x STUDS - MSTC66B3 STUDS&(14)0.148x3 NAILS MIN - TO SIDE OF BEAM&(4) 0.148x3 NAILS TO BOT.OF BEAM.ONE STRAP AT EACH SIDE OF BEAM NOTE: 1• DBL STUDS SHALL BE LAMINATED TOGETHER WITH 16d NAILS @ 6"OC FULL HEIGHT(TYPICAL) PROJECT MANAGER: CN WHERE STRAP HOLDOWNS DO NOT ALIGN WITH HOLDOWNS BELOW,EDGE NAIL SHEAR WALL SHEATHING TO DBL STUDS BELOW 2. WITH 0.131x21/2"@ 4"OC DESIGNER: YS 3, INSTALL HOLDOWNS AND HOLDOWN ANCHORS PER MANUFACTURER RECOMMENDATIONS DRAWN BY: CAD-3 4. SEE DETAILS 3/S5.1,5/S5.1,6/S5.1,AND 5/S6.1 FOR TYPICAL HOEDOWN INSTALLATION. PROJECT NO: 16-T100 DATE: 01/12/2017 SCALE: AS SHOWN 22 PLEX BUILDING SHEET TITLE: SCHEDULES AND NOTES SHEET NUMBER: • S 1 ■ 3 _ - — ---------- _.-- _ . 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 '5 SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE - ASSUMED ONE AND THE SAME IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED,NOTIFY THE ARCHITECT I ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNOR PRIOR TO BID OPENING. ,. ,- ,:', . - C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 2/S5.1 ''-':47..4r, .,;;.---:;3- D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1/S5.1 E ALL SIAS ON GRADE FINISHES SHALL BE PER ARCH. FROELICH ENGINEERSI G113) KEYED NOTES 29 PT 6x6 DF#1 COLUMN.SEE DETAIL 13/S5.2 MAIN OFFICE: 6969 SW HAMPTON ST PORTLAND,OREGON 97223 (503)624.7005 BEND OFFICE: SUITE;;E "GINT1:(':.... 745 NW MT WASHINGTON DR 37 4"CONC SLAB ON GRADE WI 6X6-W1.4XW1.4 MESH OVER VAPOR BARRIER PER I I ARCH OVER SUB-GRADE PER GEOTECH BEND,OREGON 977:OREGON 0/12 froellch-engineers.com FOOTING SCHEDULE J013# 164100 _ SIZE REINFORCING NOTES 411 1 1'.6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 SOT TRANS:#4 @ 18"OC BOT <S,t.0 PROF4e. 2 2'-O"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT ' 3 .,‘ •-,9 <2 TRANS:#4 @ 18"OC SOT C..1 1547 -A 1. 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT i: /I TRANS:#4#4 @ 12"00 TOP&SOT -.....- . 4 2'-6"x 2'-6"x 10"THICK (3)44 EA WAY-EQ SPACED SOT — 5 3'-0"x 3'-0"x 12"THICK (4)44 EA WAY-EQ SPACED SOT -.. 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED SOT v44% Di 4. 4 LONG:(3)#4 BOT NOT USED ON THE REF 1/S2.25 FOR 7 Z-0"WIDE x AS SHOWN x 10"DEEP . TRANS:#4 @ 24"OC BOT CLUB HOUSE - - 1 UPPER FOUNDATION IN THIS AREA. _ - . , (2) S5.3 . s250.2 1 .4 W1 2 7 . t -1 f 4 Fe. 4 . 4 U) 1".... W1 W1 W1 . W1 W 1 Z <2 2 2 2 WI . W I LI 2 ' W 4 S5.2 , ....1 L J L J ' L ...I L _I L I . 4 W CL 1 1 CIO 0 oci ....I — --LL-r _...-- - -rt-_7= In....._ ....1 -- ItgaRMINNOWARANOMPROWASPANNIereMikevi A_ — I0.0;00,:* —4 L•=--.. - -m- -15NOMINgLian.0-72 --,-.. .,.. r./---* — cc W (,) , rwi EMI --1 r 1 1 ! 11.1 U..1 2 MI 1 ' I wl i ' 1 ry IS G , N G 1 1 , 0 „ , ft 1 : 1 * ! I.La ›.- CO 2 J 0 . —I _ .4044,6".4.0.406.4444.64641.1.0646.46,414.4 — — _ _ _ W ILI a t > rt i 1 - _ ' I WI Ce CI) 8 = < 0 7.-... .----,...., r._._.... ._...._____ ......_. ...aim ___ ___, _ —— -----7-=—=—=-z-=TF --1 '..... ill11 r- 3 o w W ui 6 vvi WI WI wi 1 1 1 2 19 I 2 2 I ' I- , NV I I 4. I - 'fF4 W2 ! rt E .,, No 2 1 ! 1-1 o 1 i , P g WI f __ __. _ ____ i J. 2 —I II a 0 ' 1 fi:— 1 L ,_ a , ' ' 1 ,--7-7------ . ___ , PERMIT ISSUE 1 1 I L , = 1! t1= ,o ,o, I 1 1 11 r ,00 W2 1'7 W1 W1 ....1 2 t:P 1 ', i r r — —1 •' 2 2 1 , — LI Lx I I REV DATE ISSUE TITLE W3 ,!: 19 r__ _J 2 W31 W21 I — Ark I C-2) TYP Agh 11127 j,--- b'l 18 MY -1 --- 1 55.2 1 8 + _ ,__ 1 Ablib . . MEV Akio TYP liel, I 9 , S5.1 ? II W2 0 1 41117 1 PROJECT MANAGER: CN 1 L 0 . , _I 0 I I 2 f 1 ....i DESIGNER: YS _ 11.11111111111111,111.1.111. _s : ___._-I ' I ' =- ili. a , DRAWN BY: FCE-ENG-4 '—I : I L I I— J 1-- 1- I I I W1 2 -1 : I 0 L 4114444.4.-... ......... ..- ,....... 1 , L I -- I ::111_, 1 1----, L 1 1 1 1-- 1 1 I -.I I I i I — WI 2 PROJECT NO: DATE: SCALE: 16-T100 01/12/2017 AS SHOWN , NM NMI nom No ii II mimall 1 le) _i I F-7 ED --1 4.,,„....,,-.-, ______.__________ _______ _________J 1 _ (Di r.......... _1 4 gC• I o i 1 -","."./~..-- W1 I I I e I I lia 1 8 _ _ a I au 3 . 1 13 I I 0 I ....4 ,_,.. W1 W1 L— Aft 5.1 3 L____.1 idati I Ea 0 7 8 3 al L—4--—J ink L___..1 Allak 22 PLEX BUILDING V27 4 viiitr ED MY MY I I I I 53.2 I C I I 13 I 1 I I I SHEET TITLE: 1 _L.,.........—..1 13 L....._L.—-I 13 4 4 S5,2 S5,2 I FOUNDATION PLAN - EAST 0 0 0 0 SHEET NUMBER , 1 FOUDNATION PLAN - EAST S2.1B 16SCALE:T100114:= V-0" - • • . . . . ' . . _ • , . . ' • 44'' _ . . _ . 4-4 ::',•4:" ,,, -;:- _ ... ; . . 3-:.- .•..!t',<,;L: v --,-1-:-.4W-, • •-•-i'- '4.4,', 1. „.40,*.: 2::-'-'' . . . FROELICH • ENGINEERS1 • . - MAIN OFFICE: . , 6969 SW HAMPTON ST PORTLAND,OREGON 97223 • (503)624-7005 . . .,WASHINGTONsckDR • 7134E5N NW OFFICE:Dm1. s SUITE#205 . 4 C3_,) 2 C -----1-----\\ . . . . BEND,OREGON 97701 freelich-ongineers.com JOE3# 16-T100 Uo105C11341‘14:1::ci46z), . i 1 . (<5\ 6' . . I I 7" .---AireAdollIPIP r* _......." • O , GON t* I - FOR FRAMING, ,•••0 olfe td:(i., i25 V4._t ti'Y • 1 i REFERENCE . 4It?Z DeNvi . I I SHEET S2.5 A&B. . 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FOUNDATION PLAN NOTES - A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS, _ 4 - B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION • METHODS FOR THIS STRUCTURE CONNECTIONS DETAILS AND CONDITIONS NOT _ SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED,NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION INA f- _-'--- 4VY4i; --,41-•' TIMELY MANNOR PRIOR TO BID OPENING. ,4414:AO C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 2/S5.1 --Mt*,• - ,.,..2:,,.- - D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1/S5.1 . . E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. FROELICH ENGINEEIiith 1 MAIN OFFICE: ZA ZB LL) KEYED NOTES 6969 SW HAMPTON ST PORTLAND,OREGON 97223 29 PT 6x6 DF#1 COLUMN.SEE DETAIL 13/S5.2 (503)624-7005 BEND OFFICE: 5 NW MT 37 4"CONC SLAB ON GRADE W/6X6-W1.4XW1.4 MESH OVER VAPOR BARRIER PER 74WASHINGTON DRSUITE#205 ARCH OVER SUB-GRADE PER GEOTECH BEND,OREGON 97701 froelich-englneers.corn i FOOTING SCHEDULE JOB# 16-T100 * 0 _ SIZE REINFORCING NOTES . 1 1'-66 WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT TRANS:#4(42 18"OC BOT V1/4t..i CTUti) C1-c\t.1) P ROP4,44 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4601 cGIN 4-9(51 c.,,,,,3 O'‘TRANS:#4 Q.18"OC SOT ',..---, '44 154 • r.,-- 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT CC if r—-r------1 TRANS:#4 @ 12"OC TOP&BOT 4 2'-6"x 2.-6"x 10"THICK (3)44 EA WAY-EQ SPACED SOT V' ,I'EGON 5 3'-O"x 3'-0"x 12"THICK (4)44 EA WAY.EQ SPACED SOT2,) y vei , .-- A94‘ A; 13SI 141_ 11 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT /Z DW TRALNOsN:#4G: 4 7 2.-0"WIDE x AS SHOWN x 10"DEEP NOT USED ON THE EXPIRES: /3/8Vt7 REF 1/S2 2A FOR CLUB HOUSE - - UPPER FOUNDATION 63)2#44"B:CTBOT _ 4 IN THIS AREA. •. 22 _ - 4 6, - _ S5. .0 I I I 4 20 20 - W1 , W1 I• 4. 2 2 L- -..-1 •................, a 11- 1 A I L.., . r 1 1.- -1 r -1 1- II i 1 . 1 . ii— a ,I 11".".. 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VP • TYP gib TYP 18 - - 2.2 Aillit _ VP 41111, 11 PROJECT MANAGER: CN 41111Y vir L J L i 11 DESIGNER: YS 1 \ _ , DRAWN BY: CAD-3 a:- --_11 ____ a — L. 1 1..... --I r- --1 ; -1 PROJECT NO: 16-T100 I I W1 1 I W1 DATE: 01/12/2017 . L.- ____I I 2 I L ......10. I 2 II ' L E._ SCALE: AS SHOWN -;\",......."...sesvw I I I I 113) C-4") _ _ L. W1 I ! I i , :- .u _I MIMI OV-4 - - — IIIIII Immiii 11E11 L.. ro, I I i _li Ell I I 1.1 S5.1 1 • ——— • W1 1 L.:7_1J W1 8 i 3 L____.1 AM 1.__4____J 3 S52 3 8 L___..i ilalk L _— AIM 1427 22 PLEX BUILDING Vinal 1127 Ell NW I SHEET TITLE: FOUNDATIONPLAN - . PLAN - WEST ZA 0 0 1 SHEET NUMBER: 1 FOUNDATION PLAN -WEST S2.1A SCALE:1/4'- 1'-0" 164100 ' S2 1 _ _ _ r,. FOUNDATION PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. res * • - _ B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION - - METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS AND CONDITIONS NOT __ SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ` ; =_ ARE ENCOUNDERED,NOTIFY THE ARCHITECT!ENGINEER FOR THE CLARIFICATION IN A , TIMELY MANNOR PRIOR TO BID OPENING. C G.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 2/S5.1 1= 4 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 ENGINEERSA FLOOR FRAMING PLAN NOTES MA1N OFFICE: 9 SW HAMPTON ST PORTLAND,OREGON 97223 A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. (503)624-7005 B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL BEND OFFICE: ?c�� CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS 745 NW MT WASHINGTON DR ZA G.I� �D AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE 74117E#205 RE BEND,OREGON 97701 ® 13 THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE lick-engineers.com Vir S5.2 2 ® 9 ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR JOB# 16=7100 TO BID OPENING. © r -( - - _ - Ell 1 -. 53.1101 --1 NV S5.1 SIM C FOR TYPICAL DBL TOP PL SPLICES,SEE DETAIL 3156.'1 UNLESS NOTED 4 1 4MY Alli E OTHERWISE S. pkl3 CTtl q44 P- "--I -I- `"_'1 9 4 4 I ■ L J I� I I ■ 1 I ------I D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ;4 GPIv odes MUM !� - 4 VW ��Milk THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS `c.� �l Lc,� f� I 14 I TYP �i�ili�TYP AT r► r- 1YPAT I di NOTED OTHERWISE.SEE DETAIL 4/56.1. 1547.0 - - I DOORS _ E SUPPORT ALL G{BOER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO r" CD glik CD �... L jk 1 W1 ____ HI I �� I._ _„ J 111 FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE .%" ■ r ( 5 I--- E' I I F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) �ft • g\ 4.• ® -61i2" 1 -_-- H r--, I y--"'`' " �� ----'J M� __ -_ CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL �-q Y25 1g '� �� r 26 W1 �) r -I I I I >t� ® 26 IL____ 2/56.1 '91 DEA E . 1 2 I I I I I ___I © G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT j t 1 �TYP I I 1 I L t my NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE EXPIRES: 9 f/"l- _ -- -- , .-.-- -.. CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER I [- -! I I`-- 1 i► i I m - 61 AISC CODE OF STANDARD PRACTICE1"__.I h-`1 I E I - 2 �I B1 ( B1 B1 IP �'-«- ---T-- W2 61 I B - I I 1 I I I I I ._. F ____I___I__ I I I ( I I lit_ ,_ _ _,� L__J L__J L__J L__..J I ---1--! •AM 10 L__J L__J L__J I I _L KEYED NOTES 4I 4 4 4 4 [► -�1�- 1 56.1 4 4 4 14 EQ EQ EQ EQ EQ Ell EQ EQ EQ - _ _ W NV m EQ EQ EQ EQ I I EQ 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING,SEE ARCH. *� / W1 '/ / z ;p J w1 I 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC AM 2 ink a_ cn •- 2 I " G 28 I® 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK Mr - 111I ► v.il1 1 ..tet ►� 15 SIMPSON MST37 CENTERED BETWEEN BEAMS I SIM Wi W1 16 3 1/2x117/ GL DRAG -r _ RECEIVE USE 4kc6 G STRUT AT 51/` W1 I CJ W2 I 2 . 56 (-1(�A 2 1 FLOOR DEPTH CONDITION.) glik 10 ,, '"� 1 I 17 SIMP$ON MST48 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM. SEE I- 2 ® -..-z. == .7: - IAtli W1 DETAILS 14&20/56.2 AS REQ'D. M 1,41V �� 11 �W ►� �"�,� 2 20 2x SPACED DECKING I >{! �� 111111111111111 --J . nd. I 1 21 ALIGN BEAM WITH WALL ABOVE ammommout U;) 1""" 1 26 6x6 DF#1 COLUMN WITH Z 1 , I i44( I Aellk _ -- -•- 1 E 1 28 " V C SLAB 6X6- t.Y/��Y 1.4 MESH EA WAY OVAPOR BARRIER N TOP { , I ICI; ! „Nigh OF P !/Y}..�APA RATED SHEATHING,SEE AR�ARCH. ,rte" , r 29 PT 6x6 DF#1 COLUMN. SEE DETAIL 13/55.2 W CO �'' alb , , s = ' --, , 35 6 ter'POST W/SIMPSON' € C' ,.r�=^�,'�C� 0 al I Ica 41 PT 6x6 DF#1 GOLUNIN. SEE DETAIL 15!56.2ALv :(.1' W Ili to 13nor I (,) qv ,, , a a a •r•�,•-••i•r••�•••••-i "�- I 4111.11/....".. 46 /2 x 18"GL RIM,OVER THE BACK WALL OF GARAGE.TO BE CONT OVER WALL g L o ow - - r- -- r � �ncf r_n3atar _._ raRrtnrr + atflt+ +sftsrses��r dr._ F �f'�` `' fes... ez :- "rr3ret�exr +�T3fsrt �e - - ,�� ,$�� "n.r, , "r,� �._ tra"„ees�ves, .T4s• .rte OPENINGS.REF 24156 2 r. 51 _ - il It. t ACk1 B W a Co 1-1 � 29 28 17; '�f �-,- 0 ® 0 4 Q z ...,1 Z w - s6.z HEADER/BEAM SCHEDULE ..... 4 S5.3 S5.3 S6.2 ® u. 0 = d 0 r- .1 Q d A HEADER/BEAM SIZE POST/COLUMN TYPE(UNO) 1"L• p w = " I I $6.1 ( �` 56.1 v ( . H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING W Li`''� p 0 °�° - - 1 0 - grsrrr�.ma �arn. t-- I 4x10 (2)2xAND(2)2x / 't , uJ _ B3 -aea�r B3 ,wrssa�rrr��.,r�rc�,oca.�a�+rrrnrrar�. as,�s+ss�e�.ae asa. ara.asarae�sa., 1 2 CRIPPLEKING �,"., tom- L�1 to > I4. 01277.. ...... ..,....,.,.,� B2 5 1/2 6 GL DF#2 ED - Mrara s0 4.----4 r I ,wi _ r_ � x (2)2x EP_ . I _ "' -,.- ; 0 _1 I B3 3112 x 11 7/8"GL (2)2x DF#2 I } I .B4 51/2 x 11 7/8"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) gli ( 1 i B5 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) PERMIT IS S U E I h I ii. B7 5 1/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) .1"""m """"" `.` � '' } # I. _ - " .i...._....... 8 B8 51/2 x 18"GL 6x DF#1(4x6 DF#1 AT 2x4 WALLS) m 1 f- i 56 1 B9 51/2 x 21"GL 51/2x6 GL POST - - , 1 I + 8 CO I B10 63/4 x 31"GL 51/2x71/2 GL POST 1 56.1 I B11 51/2 x 9"GL REV DATE ISSUE TITLE A.+..,.....=•ft_..._ . -- (1)2x CRIPPLE AND(1)2x KING * LL '* LB12 PT 5 1/2 x 15"GL REF PLAN Atal. ,- - 480- k i , ( © I 1 BEAM SPECIFIC NOTES: v 0 pp I 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. irj I 1 0 . . 0 _ - 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. 'r 10 1 PROJECT MANAGER: CN 56.1 1 JOIST FRAMING SCHEDULE 6 A 56.1 I Iirk DESIGNER: YS DEPTH JOIST TYPE AND SPACING I S6.1 DRAWN BY: CAD-3 1 1 J1 11 7/8" TJI 110's @ 24"OC 1 0 It ill 0 0 1 I J2 11 7/8" TJI 230's @ 24"OC PROJECT NO: 16-TI00 m 1 0 aimlim 0 0 u0 ® J3 11 7/8" TJI 360's @ 19.2"OC DATE: 01/12/2017 �'` SCALE: AS SHOWN I i� ;co ""� iii •-��i J4 11 7/$" TJI 560'7 @ 16"OC 20 -,1 20 J5 7 1/4" PT 2x8 DF#2 @ 16"OC 1 �'"` , W J6 5.5" 2x6 DF#2©12"OC . Lf ✓w ____ L. - - - _ - � � I J7 11 7/8" TJI 360's @ 12"OC �iii7 �1i7 .4ahlk A& 1 11101. M - - � 22 PLEX BUILDING I , !��/jj ; Bs ;, }: , © , .�,-,; B6 �-� FOOTING SCHEDULE S6.1 I If e, ' / I I I I[-K FA 1 IAblik AI Q L-..__ Q � _ i 1 '' ' SIZE REINFORCING NOTES S6.1 Jah@ I A 56.1 al S6.1 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT S6.2 S6.2 TRANS:#4 @ 18"OC BOT SHEET TITLE: S6.2 - 2 2'-0"WIDE x AS SHOWN x 10°DEEP LONG:(3)#4 BOT p�+ TRANS:#4 @ 18"OC BOT FIRST FLOOR 3 3'-0"WIDE x AS SHOWN x 15"DEEP' LONG:(5)#4 TOP&BOT FRAMING P LAN - I 1 TRANS:#4 @ 12"OC TOP&BOT 4 2'-6"x 2'-6"x 10"THICK (3)44 EA WAY-EQ SPACED SOT WEST _ I 5 3'-0"x 3'-O"x 12"THICK • (4)44 EA WAY-EQ SPACED BOT 6 3'-6"x 3'-6"x 12'THICK (4)45 EA WAY-EQ SPACED BOT I0 ZA • 2'-0"WIDE x AS SHOWN x 10" LONG:(3)#4 BOT TRANS: OT USED ON SHEET NUMBER: 7 DEEP NS:#4 @ 24"OC BOT THE CLUB OUSE I - FIRST FLOOR FRAMING PLAN - WEST S2.2A SCALE' 1/4;= 1'-0" 16-T100 S2 .. 2A - _ FOUNDATION PLAN NOTES T - 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 xF _ . - ARE ENCOUNDERED,NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION INA = TIMELY.MANNOR PRIOR TO BID OPENING. .a4 C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,.SEE DETAIL 2/S5.'1 1. 4,r,... ' D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1/85.1 ' ' E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. F R O E L I C H ENGINEER 9 1 el FLOOR FRAMING PLAN NOTES s'6�WFHAMPTONST RT A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. PO(503)624LA-7ND005,OREGON 97223 • B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERA/. BEND OFFICE: CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS 745 NW MT WASHINGTON DR. AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO.THOSE BEND,EITE#205 I OREGON 97701 Allaki I �� _ Alik 0 THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS (� -- fir © - /� -- 07 4 -- WYArlik REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED,NOTIFY THE froolIch-englneers.com �r� ..i III , r ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR a06# 16-T100 SIM -Alk -1 ntil TO BID OPENING. III/ AU 4 ■ ■ 4 C FOR TYPtGAL DBL TOP PL SPLICES,SEE DETAIL 3156.1 UNLESS NOTED �• M Aft `fir I I I I s5,1 I 1 1 I ' t3 Tt1 TYP AT - - - rip AT - - 141111±KEY TYP AT I 0 OTHERWISE CC: -- ' DOORS '" W9 DOORS 0 J - - DOORS D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF `� }"' t?{�;64( -- 1 L �v�,.w- 1 1 THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS .,ca 01`f �% 2 1 I I �- NOTED OTHERWISE.SEE DETAIL 4/S6.1. cc crC 1:147 i lin W1r "I ___ _„ _, I W1I ` E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TOf r -- 2J W1 26 -1 L 2 J I W1 26 - ► FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE "��~- 2 2 F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) ��► uG'EGON_ TYP TY ► CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL -Q (Y25 1 i---161 B1 �----1 r--1 r--1 r-----7 I------1 r --1 61 - I 1 _ I I - I 1 I I ( w I I IL _- i 1 i I 1 i i i I 1 I I I 1 - I I I I I I I I ( 0 THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT _J L_.--J I I L-_J L_.. ... I t L...._.J L.. .-J I I _--J �_-J 1 �-J ._J I _-J __� L__� _J ► EXP/ ES:1 3�t� rtr_ ► NECESSARILY PER AiSC STANDARDS. IT ES THE RESPONSIBILITY OF THE4 I 14 4 ( 4 4 I ( 4 4 ( rti___ [5._ I 4 ► CONTRACTORTO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER 1 1 1 1 I i AISC CODE OF STANDARD PRACTICE EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ II EQ EQ EQ 0 EQ EQ/ t EQ EQ w , r'�1>pZ III 11011 I IIIIIIIIIIPIIIIIIINI co 2s ► I KEYED NOTES �.-T 2a tr-" I AI AL I Wi P-- * W1 ; 1 1 1 114"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING,SEE ARCH. 2 I W2 �� W2 2 2 ► I L,_,_,- _,,,,- 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC I 10 W1 W2 SIM 0 I 2 2 ,� -1 ( l'3' 2 2 Alb I I 10 � 26 i�� 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK � � 15 SIMPSON MST37 CENTERED BETWEEN BEAMS illI 411VI 1 �w - -- -- 16 3 1/2x11 7/8 GL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 51/2" I �� I 1 r1 r 1 r -i 11111 MY FLOOR DEPTH CONDITION.) L -__ Ilio I I I I I17 SIMPSON MST48 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM.SEE ` -' S REQ'D• I 1 I I ( ( I I � DETAILS 14&2a fS6.2 AI L ..__. ..1 L ._-J L_... ._.J I W 1 20 2x 5PAGED DECKING4 I 4 4III '�".� r I AIM II IINIIIPIIIIea, E , 2 21 ALIGN BEAM WITH WALL ABOVE I Q EQ EQ EQ EQ , 1 26 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. - " Z I /L"9 j mil 0i/ AMA% I 1 28 4"CONC SLAB W/6X6-W1.4XW1 A MESH EA WAY OVER VAPOR BARRIER ON TOP r , W , 4111V r I 2$ i I I OF PT 7/8"APA RATED SHEATHING, SEE ARCH. 4J.! I I' v' 1 W� I I I 29 PT 6x6 DF#1 COLUMN. SEE DETAIL 13/55.2 a"" IO i 35 6x6 DF#1 POST W1 SIMPSON ECC POST CAP .,..w.r.....r.. ....u.. .....:..+..,..W..... 1*." ;wra.c.wxarr"a,"ar ,r. ....+._ .......w. .. srr..rrrr _. _ _ .-. _. _... .. .. _ .. -'- .atseikrerateeee at .,q sane sortie"eftaxareS"tswirieat�,t._ --- =-5x...ex-'� :.! +f�i•$l4me _ _•ri rte._ usvOneffS tt**tele"ei/M aei ,I PINtfalfe,eeaa ""er s!Mi±s rsawiranwe a•umser� - -- _ -.-x- - - - - - - ""' 0••.•• �. r CJ J B 0 B 41 PT 6x6 DF#1 COLUMN. SEE DETAIL 15/S6.2 u,1-I rn 24 1 • 0 I -'" -1 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. w W Q 56 2 v v 86.2 I 46 5112 x 18"GL RIM,OVER THE BACK WALL OF GARAGE.TO BE CONT OVER WALL Ce a Q 8 � ' OPENINGS. REF 24/86.2. rn S6.1 e e .,� �'J `„' Q S6.1 I i I 2 ..j S O 0 HEADER/BEAM SCHEDULE -"-1 z �M. � t9 � d t. i►.I '41441444i=Uag rik.41h,AIN VAritirli~V~MillitinailVgVirafillitlitIMIIMMMitia ii ft""1 HEADER/BEAM SIZE POST/COLUMN TYPE(UNO) �L rt ° 8 O -- } .-......a I. WAIF .. ,,., :. ( 1.,1..1 w C7 1-"" 0 0 , J2 i £ H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING Iv. iii Alik g I ¢ i 1 81 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING /' W 1 I 62 51/2 x6 GL (2)2x DF#2 dLLlLA co gg � IliPr 9 t m 9 1--- , B3 3112 x 11 7/8"GL (2)2x DF#2 • IS6ACM ? B4 51/2 z 11 718"GL 6x DF#1 (4x6 DF#1 A7 2x4 WALLS) iii 1 B5it ► B3 is It 1 L S6 I i " 1 -` 1 +� _ '-�_ *ilk 7 x 11 718 PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) �+ I --~ i. I / ;I i f� - ® ( �--_==.a�'' -- ----_-_-- -=.=-- - 'ia . - __ .a _ B6 PT4x12HF#2 PT6xHF#2(4x6DF#1 AT WALLS) PERMIT ISSUE S6.1 m /�� I II -T=_ -- i 1 ' B7 51/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) -_ t iit '�_�__ �____ 1 �� M I i , 7 B8 51/2 x 18"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) 6 ►/ { I � -_-- d ^- co "i 56.1 B9 5 t/2 x 21"GL 5112x6 GL POST B10 6 3/4 x 31"GL 51/2x7112 GL POST 1. - 49 =, I 56.1 . !Ili :/ `° J� I � ;I - � Q r- 6 � �1 IM ` -- I 1 - _ - ---- �I ` rim tB1151/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING REV DATE ISSUE TITLE 812 PT 51/2 x 15"GL REF PLAN 1 f: �,I�` S6.1 SIM[ O�`� i BEAM SPECIFIC NOTES: }. �V' , �j 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. (�1 ( / I I 10 _,rt �'1 t I 7 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN 10 / i # 56.1 THIS TABLE OR ON THE PLANS. ► ► I I S6.1 i 1 56.1 I / I SIM I i s I JOIST FRAMING SCHEDULE PROJECT MANAGER: CN ____1 I I I0 # . t j 1.4110r DESIGNER: YS ► I I 4 DEPTH JOIST TYPE AND SPACING 1 I { 44 • _ r` a-- ter .i."- �:�.,.".......� `1 - ------ •.,., '" __�_w _"__ ""_ ;i J1 11 718" TJI 110's @ 24"OC DRAWN BY: FCE-ENG-4 I �� -� - �'�j i t 0J2 117/8" TJi 234's @ 24"OC PROJECT NO: 16-1100 I1 II I ' 0 2a �-- , •r► J3 11 718" TJI 36o's @ 19.2"OC DATE: a111212a17 J4 11 718" TJI 560's @ 16"OC SCALE: AS SHOWN t `iiia1111104:: so J5 71/4" PT 2x8 DF#2 @ 16"OC rr __ _._., • • «.. wwrrw. 1, lik Al Orr �r:�riaCrrwr..I 11 1 r __ __ ✓\ivvivv r 1• All �q_ 4) J6 5.5` 2x6 DF#2 @ 12"OC I ! 1 r r B6 I! r- I 56.1 �, i 86 . 1 I I i�►�< �� t >1 J7 117/8" TJI 360's @ 12"OC _ _ I I _______.a_ ''�' 6 __ . A•�•�• ,� S6.1 ,�► 0 I S6 AllakCO s6.2 FOOTING SCHEDULE 22 PLEX BUILDING 56.3 cI56.21I SIZE REINFORCING NOTES ' 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT t� TRANS:#4©18"OC BOT I BtI I 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT SHEET TITLE: -_ _ _ _ _ TRANS:#4@16"OC BOT FIRST FLOOR 0 0 33'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOTilik /� x TRANS:.#4©12"OC TOP&BOT FRAM IN G PLAN '" 11. 4 2'-6"x 2'-6" 10"THICK (3)44 EA WAY-EQ SPACED BOT I S3.3NV _ G • 0 EASE` . 5 3'-0"x 3'-0"x 12"THICK (4)-#4 EA WAY-EQ SPACED BOT SIM 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT 2'-0"WIDE x AS SHOWN x 10" LONG:"(3)#4 BOT NOT USED ON 7 DEEP TRANS:#4 @ 24"OC BOT THE CLUB SHEET NUMBER HOUSE 1 FIRST FLOOR FRAMING PLAN - EAST S2.2B SCALE:1/4:=1'-0" 16-1100 rA • FLOOR FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. : - B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL - CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS „Y AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE $' ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. 1 ' C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1. UNLESS NOTED OTHERWISE FROELICH D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF EN C I N E E R S 1 THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS MAIN OFFICE: ZA NOTED OTHERWISE. SEE DETAIL 4/S6.1. 6969 SW HAMPTON ST �B ZD 3 E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO PORTLAND,OREGON 97223 11 S3.1 FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE (503)624-7005 S3.3 BEND OFFICE: An 'W 0 16 '' F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) 745 NW MT WASHINGTON DR CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL SUITE#205 $6.2 m r -4---- - - -1 -_ _ _ _ S6.2 _ 2/S6.1 BEND,OREGON 97701 27 froellch-engineers.com S6 2 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT ► � I.< w� 1 7 ® S6.3 0 I 0 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE JOB# 16-1100 0' 19 7 111------_� --------'--�1 1 B1 S61 CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER ►e B6 �� B7 56.2 S6.1 r i '""""""" .___,__._ .�.... : i, :e AISC CODE OF STANDARD PRACTICE. I 411 - - B7 t tJ ! I �� '' r__-- `©' __, r___ °° KEYED NOTES `�� (SIN �s Illnift,r1640000# ► S6.1 B i e*..4.Q. .�..+.1.*4_* :r-#- �.►. `� � ��'S� s�t7 .I� *t r 31Ackii pea '"� B1 .11111111111111 ; _� �_ _i ' III B1 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING,SEE ARCH. 1547 MY `� ng li. 862 j i"tE It __ "- 0 C L ' c 2 SIMPSON CS16 x 12'-0",9'-0"TO 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR JOISTS �'� 1 &3'-0"TO DBL TOP PL OR BEAM. I �l►��!r►�e4a ►,�► ( ,- t i �► VI c"EGON fameY 0 m I _._ 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. '' '''P /(14 ,25 1gq\ /�' 3 1� B11 � 14. .I 1=1 �� 111 I 17 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC ; N &zo .P %llir I 11 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK EXPIRES: /2/907_ 30 t - 1 0 0 15 SIMPSON MST37 CENTERED BETWEEN BEAMS 56.3 16 31/2x11 7/8 GL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5 1/2" ` ;-- --- -- m I FLOOR DEPTH CONDITION.) q. - --- t $ 17 SIMPSON.MST48 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM.SEE Mk 1 tir DETAILS 14&20/S6.2 AS REQ'D. S6.1 9 19 SIMPSON CS16 STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR 10 10 !- __ - I 28 \ JOISTS&3'-0"TO BEAM AND DBL TOP PLATE AT EACH END. S6.1 56.1 -- 4 S6.1 A -- n t,- ,Ay�--__ 56.2 1 20 2x SPACED DECKING ® i 6 ► 0 MUIR 21 ALIGN BEAM WITH WALL ABOVE 56.1 _. ,•__��•= Y' B4 23 1 1/2"x 11 7/8"LSL BLOCKING UNDER WALL ABOVE. 0 SIM - M„� eyed 10 26 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. I' 11111111.11111r a _ c0 S6.1 I 30 SIMPSON HHB3 TOP FLANGE HANGER - 67 ► _- 35 6x6 DF#1 POST W/SIMPSON ECC POST CAP Ali li G 39 51/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION S6.1 561 ► 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR CO I- ALM ► ► 4 LU IF 41 PT 6x6 DF#1 COLUMN.SEE DETAIL 15/S6.2 ► � 42 ALIGN DBL JOISTS WITH POST ABOVE. LU M s M it 1 1� i `43 HOLDOWN TO BE PLACED AT LEVEL 01 AND EXTEND ANCHOR BOLT THRU CRAWL r ' Q_ SPACE PONY WALL W/SAME SIZE THREADED ROD AND COUPLER.REF DETAIL W t � J L„... -.... . .. �. .. 26/S5.3 FOR MORE INFO. ¢O 0 4111 ."•.- S . r. -___ -...•. + .meeev!�•_.! ex'�L?aerarerltlFTe reeDave+ fhte S7rar+.eiaeeam,? Wer _'�... B1 twr#Ir+fl►mra"rr_�al lP'ur--.re_a-..�-"esevna113111= me+ae-xre,es.0. .--aw e� oo!�m:re.5 - B,� r.... . .. ±'CdA+^mN,er_r .�•3m►xer.�.e•aerlrar+r *areerr.. .ar- erir:Tr.'err_rx ax isararx r�a±�ra•e+r_ s"!e±:..►*.�eaar�i" Q. �7�� i l' VIO Lli �� B Q Q ' ^ B H1 P 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. ( > ji 6 6 C'.l J� ‘116 © 28...) 6 47 31/2x71/2 GL COLUMN.W/SIMPSON CC COLUMN CAP �`'� 0 W CO I m S6.3 56.1 Ce O a 56.1 a h` 29 ® Q W o J o 56.3 �� A `� 1 " I-- R 0 1•• - z .� 0 •-•- -•_ �„-2, -i191"15GIC iE7K'JwLfi'S+li� 1�`.ii�lii'iCiV�' #'.1W�t�i .. _ .. _ ' 111.0011 ��'y� wl"/Y iWRM[iJlsfli" ' 'iS'" •, 'iFl ._3iitSS:JifYel11tY1fIFr1',/till:M'�."iL1LLi '�I6'YItiG7slYi�-. _' 'lit.i'f�iia'1 'ai'yi1s71�ii11Cli � 1 ; " T , ■I, i� _� B3 ___ 1 HEADER/BEAM SCHEDULE Lt o 8 = s o _'-___-r ,�.� nom _ ._..�_ . ..�..... ..�.._,.,. -c N # �, PRE-MANUF CANOPY 1 1 1 tfs _" El 1 i 1"m._� .._.. - ' r W o I-- 'n O N s N k c..a 1 HEADER/BEAM SIZE POST/COLUMN TYPE(UNO) W p ' f- (DESIGN&ATTACHMENT '� it 1 BY OTHERS) ' = Ilk 12 > I H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING ce (� �C III B1 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING Ct E 1= ti m p t 56.1 u 1 --. -. S6.1 S6.1 I - 11 p R"'�"""`"I 82 5 1/2 x6 GL (2)2x DF#2 ( 4 10 II4 0 4 I B3 3112x11 7/8"GL T---'''''''''''."4 ( I p it 1 {2)2x DF#2 1 56.1 r ..-� ,.� a� - ."�.-�.. it M ... .". . .. " tea,- 84 51/2 x 11 7/8"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) i II.a LIZ II 4 - 0 1'1 I B5 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) PERMIT ISSUE c , 9 Ces E { CO P f n CO pa .1 86 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) ! r, I p 1 ___ y � B7 51/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) F' q 1 n I ` 1 - .>Z.-.=mZ L.�a>.- 1 ..."0 ,: ,iH 2.1 • .t B8 51/2 x 18"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) "II 1 ( B9 51/2 x 21"GL 5 1/2x6 GL POST 1 Q REV DATE ISSUE TITLE © i 10 N CIS' i 1 8 B10 6 3/4 x 31"GL 5112x7 1/2 GL POST lir 1 10 © 1 B11 51/2 x 9"GL (1)2x CRIPPLEAND(1)2x KING 56.1 i 8 u56.1 I S6.1 ' -----.--- - ""1 B12 PT 51/2 x 15"GL REF PLAN 1 p 10 ` I BEAM SPECIFIC NOTES: 6 it S6.1 1 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISEONPLANS. h 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN S6.1 10 1 i THIS TABLE OR ON THE PLANS. I86.1 u t PROJECT MANAGER: CN 0 . li 0 11 0 0 0 1 1 DESIGNER: YS _ p1 JOIST FRAMING SCHEDULE DRAWN BY: CAD-3 - `TI IIII OM r ........ }' DEPTH JOIST TYPE AND SPACING I _ ! 2�_____ _ I PROJECT NO: 16-T100 I ' J1 1! 7/8" TJI110's@24"dC _�_�._ _______ ..........i..1..._ S6.2 I I J2 117/8" TJI 230's @ 24"OC DATE: 01/12/2017 ....,.. ,. .... ...u.r.- III 0 ® 1 M - SCALE: AS SHOWN 1 r -1 20 I J3 11 7/8" TJI 360's @ 19.2"OC - -------- , .�""`"" Q - ..1.....,.,...".-----.i , ` - �r 1 J4 11 718" TJI 560's @ 16"OC 4 i ._ _ I _ 6 - Ark 466. 6 © '771- ___ -Tri I:14=7 _ _ _____ Irk__ � I _ _ ; 1 A6.1 ----- ' -- ' --- - B6 Ill ll C L ,��.....0 µ - t 4. pm B6 i J5 71/4" PT 2x8 DF#2 @ 16"OC 6 6 6 Ail J6 5.5 2x6 DF#2 @ 12 OC 1 7 /t► I 11 G I S8.1 J7 11 7/8" TJI 360's @ 12"OC 22 PLEX BUILDING 23 S6.1 AM �YAM S6.2 S6.2 S6I .2 - 1 1 - SHEET TITLE:. SECOND FLOOR FRAMING PLAN - 0 0- 1 WEST ZA . - SHEET NUMBER:- - 1 SECOND-FLOOR FRAMING PLAN -WEST - S23A S2.3A SCALE:1/4: i =1'-0" 16-T100 FLOOR FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 4 B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL - - CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME, IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE `A ,' - ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR � Yr " '° TO BID OPENING. ' C FOR TYPICAL DBL TOP PL SPLICES,SEE DETAIL 3/56.1 UNLESS NOTED OTHERWISE FROELICH D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF E RIG I N E E R S Ii GO el THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS MAIN OFFICE: NOTED OTHERWISE. SEE DETAIL 4156.1. 6969 SW HAMPTON ST E SUPPORT ALL GIRDER TRUSSES WI A MIN OF(2)2x6 STUDS AT EACH FLOOR TO PORTLAND,OREGON 97223 FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE {503}624-700 BEND OFFICE: - F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) 745 NW MT WASHINGTON DR I CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL SEND,OREGON 97701 2156.1 S6.2 S6.2 S6,2 /� G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT Froelich-engineers.00m S6.3 I - AEI NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE JOB# 1,6-T100 _ S6.3all CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER 0 Bfi I� © 6.1 Q ►e 86 t.1 ■ 56.1 AISC CODE OF STANDARD PRACTICE. UCTUr? - All& AIII 1,441, KM MILV' m AC). Ail. - �__ ca _ m c,.0 mope-1z Ir �` ;__ / `� 'r' ` II �' - -� KEYED NOTES �`c��GItVF ` S. B1 20 --, rl B1 Ill 20 81 'i"�" B1 1 ,r 1 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING,SEE ARCH. t 1 CI 1547 r 4--- " �' I i 2 SIMPSON CS16 x 12'-0",9'-0"TO 1 3/4"x 11 718"BLOCKING BETWEEN FLOOR JOISTS& _ i'/" IL :LII S6.2 �„" W� S6.2 , ,-- I B1 .� imp✓-, 3'-0"TO DBL TOP PL OR BEAM. 'r,`+!"r ,GC)N � __ r 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. fy v/4 cP°.�\ '' I -WD 811 811 0 6 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC 415'7 D. 1‘ 1 ► S6,1 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK EXPIRES:�W/31/t 7 30 30 7 _ 15 SIMPSON MST37 CENTERED BETWEEN BEAMS 43 S6.3 S6.3 10 > 16 3112x11 7/8 GL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 5112" I Q S6.1 S6.1 FLOOR DEPTH CONDITION.) 1 i 17 SIMPSON MST48 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM.SEE DETAILS 14&20/S6.2 AS REQ'D. 9 I ''v" 19 SIMPSON CS16 ,STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR S6.1 10 ► JOISTS&3'-0"TO BEAM AND DBL TOP PLATE AT EACH END. 1 56.1 10 561 E - - . I ! 20 2x SPACED DECKING , 21 ALIGN BEAM WITH WALL ABOVE I t 23 1 1/2"x 11 7/8"LSL BLOCKING UNDER WALL ABOVE. y $ 26 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. I ► 30 SIMPSON HHB3 TOP FLANGE HANGER ► . + 35 6x6 DF#1 POST W/SIMPSON ECC POST CAP I ! 39 51/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION �,�„ , �� I ► 40 SIMPSON MSTC48B3 BETWEEN GLUCAN RIM BEAMS AT STAIR I-" iG'i I S6.1 S6,1 I 1 I , ! 16 41 PT 6x6 DF#1 COLUMN.SEE DETAIL 15/S6.2 Z I I ►+ S6,2 W a I ►+ -_ 42 ALIGN DBL JOISTS WITH POST ABOVE. W I I I i I i 43 HOEDOWN TO BE PLACED AT LEVEL 01 AND EXTEND ANCHOR BOLT THRU CRAWL 0 j E j i i SPACE PONY WALL W/SAME SIZE THREADED ROD AND COUPLER.REF DETAIL .._�.�. L �.. �........�... ..........w.....-r ..,.".............LE....,.. .".��. ..."....�..w...�.,"... _ CI 26/S5.3 FOR MORE INFO. 0 g g�'� s cep.. .-.: - ..-s:riw'm .cetera-„��.�-:' yr:WFAee.& "'_"` .- _ _- 43'v,zt*armrirrar_erst ver +Arfe,sxaer :e:ts N er' i "-: -_mar... - -:v "Wpm.MP r_. -r-- .r_ ve `4- ,, '_ �rwrs"mr _._. .. ,-. - - iRi� i - im, _ ...._ ,... ..,, t. ® ♦ ,�, /3, B „'' I I 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. g ifl > L 6 6 6 6 8 6 - a I I 47 31/2x71/2 GL COLUMN.W/SIMPSON CC COLUMN CAP syr 2 Q o S6.1 4 ; LL O o /r 1 SIM 1 W © .W w ►-4 • i $ 1 + •sr.r.c- -. _. .ter,,. 2 as,.eea-. _ - ;.. -�--,. _ =+K.'asnr�rr�r�+t�r �s,�a�ta.e+s,lrrea►+s»ra.�cr.at� .; y�,.. _ _ - - - - - _._. Y $ _ ! .._ CO O W Q. II r.+,.+a - OCI..QS�'G+ ..�rr.r.wn.r... '� .rs uro xrsz .._. re:rzzzz<�z.;z,es----1 gn mi fix# 11 gibi O +y T." .tet I i $ I I p4 _. d $$ G 1i L t LI - -- - jk as wj i i 56.1 CI vJ T- � f ; a HEADER/BEAM SCHEDULE > 2r- Q W () d Ali 56.1 ! 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"', B11 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING I I .4 O 4 1+ l'1 B12 PT 5112 x 15"GL REF PLAN 1 1 A L� I i = BEAM SPECIFIC NOTES: . i .j ++_ rr , 3'-0" 3'-0" 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. PROJECT MANAGER: CN I I , I. DESIGNER: YS / I , i I 1. 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED ,,,••,� , ..� ___ __._.__ , ,�,� �, _._ _ 611 �,", ......J OTHERWISE IN THIS TABLE OR ON THE PLANS. DRAWN BY: FCE-ENG-4 -- F3 J _ I ; $ .,ter WqE _ '�'�� - rte. PROJECT NO: 16-T100 1AM 6 -' 6 6 0 JOIST FRAMING SCHEDULE DATE: 01/12/2017 I I I S6.2 , I _. . . ..,.,., ,111 MIN � S62 SCALE: AS SHOWN III DEPTH JOIST TYPE AND SPACING I ...� "-- - - � rr ` ►t Wry+' .... © Q ..� .. ___ ... . _____ r _____ ..... - - T J1 11 7/8" TJI 110's @ 24"OC he ....... _ J + B6 ! Hi Adk I } B6 T ! J2 11 718" TJI 230's @ 24"OC mi. M1 -��.. - -� - i" 0 CD 6 6 ' 33 11 7/8" TJI 360'9 @ 19.2"OC 7 ilk I I 0 II J4 11 7/8" TJI 560's @ 16"OC visi S S6.1 1 @6 ® 15 J5 7 1/4" PT 2x8 DF#2@16"OC 22 FLEX BUILDING Alai I S6.1 56.2 S6.2 S6.2 - TYP J6 5.5" 2x6 DF#2 @ 12"OC 1 J7 11 7/8" TJI 360's @ 12"OC 1 I t, I I - --- - - - - I SHEET TITLE: SECOND FLOOR gk FRAMING PLAN 1Zigi' EAST - . OD CD 0 . SHEET NUMBER: 1 SECOND FLOOR FRAMING PLAN EAST 3B Sr..3B, 16-T1001/4:= 1'-0" ■ - FLOOR FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL - CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE a _ THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS % - --- - ?4 REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE • - ��ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR • '`" --=:;:,-- • TO BID OPENING. • 4 ` fi C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED OTHERWISE FROELICH D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEERS 1 • THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS MAIN OFFICE: ZA ZB ZD0 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: la F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) 745 NW MT WASHINGTON DR SUITE#205 S6CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL 2/56.1 BEND,OREGON 97701 .2 - - `... - - - --•- - - - S6.2 6 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT fraelich-engineers.cam G 1 G NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE JOB# 16-T100 ,� $6.1 E - S6.1 _$6.2 - 0 B ■ CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER a ` AISC CODE OF STANDARD PRACTICE.r ill '' "ww.ww. �=�rrrw.r� A:k mid www�"r.rrrrr..wmi.wwwww,ii�,rwwir wr (") r CI - - all 11;iiiKEYED TES ill NO!LIr ' ' ( �- -'�' G ��- ___ 111LIVONIO= � 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING. C71547 2�,'"�'�' ''" "- _ - -_- I' "�!N I C 16 x 2'-0" 9'-0"TO 1 MI"x 11 7/8"BLOCKING BETWEEN FLOOR JOISTS '-"----- 2 SIMPSON S 1 , -- - -, &3'-0"TO DBL TOP PL OR BEAM. .+1�'" { ,,,.,"",....".,", Q 3 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. �� )`25 1��P� �62 0 # 3'-0" 3'-0" 0 56.2 I0 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK 46z t eA� '� / � �{ � 10 EXPIRE 3l ! S6 2 15 SIMPSON MST37 CENTERED BETWEEN BEAMS 511 �/ I ! � E 96'1 16 31/2x11 7/8 GL DRAG STRUT TO RECEIVE STRAP,(USE 4x6 DRAG STRUT AT 51/2" I Q '�� ! FLOOR DEPTH CONDITION.) P yr ! i acs*� 17 SIMPSON MST48 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM.SEE 7 i I I �; c DETAILS 14&20/S6,2 AS REQ'D. r i ►,`. ='---- - - ---=-1'r1 19 SIMPSON CS16,STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR 56.1 t t h - 6 _ �h 9 " ! 10. 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IMI ip t ' .,.. 0 € i H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING W �" tl I __ J L t.........,..._.._.._ �` t 3 HI i I' � m ' 1 7 O 0 .. ' ; t"�` 'I �;I F�`�"° _ _ 61 4x10 DF#2 2 2x CRIPPLE AND 2 2x KING s $ , s ,1 *- i ' -- - - """ -_- _- __ - -- --•- - _ _.�:-- . - - `- »r+-et.AV,3ra- els-1 ._. .. ._-__ _ ._ ._.._ --7:: ---^°:.�-.„_ = !'S - - -ti__ �. .. . .wv. 33 - ,ii, ° - -_�=__._� _ _ . � c _..__ 82 51/2 x6 GL {2}2x DF#290 0 0 W i • .••�:► IV • e co B3 31/2 x 11 7/8"GL (2)2x DF#2 Ct w W - I i 111/ t ,<r S6.1 B4 5 1/2 x 11 718"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) CK 0 p a - AK I t S6.1 © B5 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) 1 1 1 rn W _._-__._.__ 0 Mit. "T. B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) 0 J s O a w w ._ B7 5 1/2 x 6x DF# ,.,.. .,,.."."...Q _ `ii� #t._ - 15"GL x Z 0 - - ____ . 4 W 1 (4 6 DF#1 AT 2 WALLS) O �______ I 1at----4B3 a "r"`MY.fOnehe MM. I a ihirt..2.3 B3 i - Be 5112 x 18 GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) cf) w LI I al g , 8 1 0 ; �, B9 5 112 x 21 GL 51/2x6 GL PAST �"�r L3 i H !I } 810 6 3/4 x 31"GL 51f2x71/2 GL POST F 56.1w SIM , s I I � D( 1 I � 611 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING � E 0 • S6.1 L__.__._ 56.1 ` ; I - I 0 r____.. 612 PT 51/2x 15"GL • REF PLAN i• i 10 II II i 0 11 I BEAM SPECIFIC NOTES: 6 „ 1 ; -I 1 S6.1 i L. "t . -_-- --- - p _j: ;____. I 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. I € L U �_ 56.1 ___ I I i 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN PERMIT ISSUE I Iqm i 111 THIS TABLE OR ON THE PLANS. III - r-- = p ( it ! i ii I _.____.___� ; i _____ - �-Mw - _ _- ' QIP III JOIST FRAMING SCHEDULE - i DEPTH JOIST TYPE AND SPACING 0 A 1 I I REV DATE ISSUE TITLE d i _ 10 0 I 8 J1 11 7/8" TJI 11.0's @ 24"OC 01 1 -- S6.1 8 01 V W i _1 S6.1 I I J2 11 7/8" TJI 230's @ 24"OC - i S6.1r:-.1° L. "1 I I J3 11 7/8" TJ1360's @ 19.2"OC _ �I I J4 11 718" TJI 560's @ 16"OC S6.1 I I J5 7 1/4" PT 2x8 DF#2 @ 16"OC ., - I 10 1 I I J6 5.5" 2x6 DF#2 @ 12"OC 56.1 0 I 1 J7 11 7/8" TJI 360's @ 12"OC PROJECT MANAGER: CN I DESIGNER: YS III. ■1P ■_ ___-- _-. .",. I DRAWN BY: CAD-3 _ I - �, I ; � ;� ......��.. _-•-2"'"w�w..� _-- ; PROJECT NO: 16-T100 • 20 ► . 22 --'J - I fi� iV DATE: 01/12/2017 WIMP __ _ - �.,.. ..� -..F 86.2 iSCALE: AS SHO .w...... .ww,.,. i I _ Le 56.2 ' • WN Q ®TYP9 B3 e 1 $3 (4D- - - - 8 - �► _._ - - -- AM ____- -___ _ - - _ _____I.I - ._ _- __ . Q B6 I I -- B Be . _ IT _ S6.1 .�ww�. I - -- - ____- .w -- 1 III �1 i _ I 7rI . 18 - �� I t_ - - I Apt I S6.1 1 cip . 22 PLEX BUILDING S6.2 C2-3) 18- 6. S6.2 AM aft S6.2 S6.2 I I I SHEET TITLE: THIRD FLOOR FRAMING PLAN - WEST ZA ' • 0 • SHEET NUMBER: - _ I THIRD FLOOR FRAMING PLAN -WEST s2 4A 16-T10t} ■ _ FLOOR FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS ; AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONSi-i - REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR '` i`, TO BID OPENING. - � :."� ` N C FOR TYPICAL DBL TOP PL SPLICES,SEE DETAIL 3/S6.1 UNLESS NOTED FROELICH OTHERWISE D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEER-S11 411) THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS MAIN OFFICE: NOTED OTHERWISE.SEE DETAIL 4/S6.1. 6969 SW HAMPTON ST PORTLAND,OREGON 97223 E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO (503)624-7005 FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE BEND OFFICE: F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) 745 NW MT WASHINGTON DR ® 15 I lea CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL B N�,OREGON 97701 56.2 S6.2 iS66..2i 2/S6.1 froelleh-engineers.com TYP 18 G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT JOB# 16-Tiaa ®� I © S6 2 NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE _ CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER _ . �..-_.. __ - • - - - ----............ T- 1 AISC CODE OF STANDARD PRACTICE. - Ai. Al, li Is.0;01110011 1 UC _ _ vi) PROA-e ___ ii A^"-�, " k<cck _ __________:,c, 56.1 1 �....�.�:.....�.....� �,� i rriak - _..,____ NOTES �fi, N �g ',,� min (,.• S6.2 (___Ali oillIll° r- -' rJ di 1 1 1/4 MAX GYPCRETE OVER 718 APA RATED SHEATHING. 1 .rr....r�- ............ 1 1 I S6.2 ® 2 SIMPSON CS16 x 12'-0",9'-0"701 3/4"x 11 718"BLOCKING BETWEEN FLOOR JOISTS "" s~' 1 i t, 1 &3'-0"TO DBL TOP PL OR BEAM. rw+'' ' r4-.0 EGON ...".rr..,� �.a.�... ..�......�r.�..�.n� 10-....„ c/ MUM ft - IlliaIINIMIIIIIIIIIIIr r �'� . il) 3 4x FULL DEPTH 12 SIMPSON MST37 GENTERED AT DBL TOP PL BREAK G STRUT.TO BE ALIGNED WITH SHEAR WALL. -�-'7 A��P• _ . ' ® ell/ I 6rz DEP t i7 10 I S6.1 15 SIMPSON MST37 CENTERED BETWEEN BEAMS EXPIRES:I �3/ 1 I9 S6.1 16 3112x11 7/8 GL DRAG STRUT TO RECEIVE STRAP.(USE 4x6 DRAG STRUT AT 51/2" S6•I I FLOOR DEPTH CONDITION.) `� I 17 SIMPSON MST48 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM,SEE I DETAILS 14&20/56.2 AS REQ'D. - 9 Al. I 19 SIMPSON CS16 STRAP BETWEEN 1 3/4"x 11 7/8"BLOCKING BETWEEN FLOOR 86.1 S6.1 :-' 0 r..__ Nr JOISTS&.3'-0"TO BEAM AND DBL TOP PLATE AT EACH END. SIM S6.1 ; i - 0 _____-___. 20 2x SPACED DECKING CO _ ____ ___ _ 0 1 1 m 21 ALIGN BEAM WITH WALL ABOVE !- ®`-"" L. :1 30 SIMPSON HHB3 TOP FLANGE HANGER I I V � _ # ! I "-�� - -- )j i#- I -_ 39 51/2x11 7/8"GL RIM AT STAIR PERIMETER WALLS AT EACH LEVEL ELEVATION S6.1al it 40 SIMPSON MSTC48B3 BETWEEN GLULAM RIM BEAMS AT STAIR 0 i.� 41 PT 6x6 DF#1 COLUMN.SEE DETAIL 15/S6.2 Nir ' r_ `-•---, •- . -`' r - - --, r- •�y� == W'` r� "` i • I L ._.11 I 44 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. tiF- I [ ro t m 11 m 11 i m 1 k ®► , *; 11 I , HEADER/BEAM SCHEDULE Z I 1 1 1 , -_w HEADER I BEAM SIZE POST/COLUMN TYPE(UNO) W 2 11 tt I ? € I 1 k i i , I H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING UJ CL ,� ! 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C} 1,1 Q Q -- i 1....._........J I., r--4 s .. -i i 1 1 r" r I 7 B9 51/2 x 21"GL 5112x5 GL POST W w p I-- In 0 Ili ' i I I I ; 1 : i S6.1 B10 63/4 x 31"GL 51/2x71/2 GL POST > D Cl) Aft ' I !-- ' iglik -"` 1 1 BI1 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING Q `� W w 86.1 L i CO 1 B12 PT 51/2 x 15"GL REF PLAN to I-- ti CO 056.1 i 1 I ir - I I , ' ° L----' I I I I I ,' BEAM SPECIFIC NOTES: 1 _- 1 1 I 1 1 i I 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. 4 II �r 1 ..! _ _.4 -�-___ - I M it ,1 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN PERMIT ISSUE II 1 1 4 H1 THIS TABLE OR ON THE PLANS.cry __ ____ -- II m `-_ _- -- II1 rr= - _='a ► ( _=_- A ,�� 6 11 m I I JOIST FRAMING SCHEDULE 111‘AW S6.1 ��~~rr - � ,I _ , I _^_ 49 __I L_ _ �'1 �- I DEPTH JOIST TYPE AND SPACING REV DATE ISSUE TITLE I I I �`1 r___ I AnIlk ", J1 11 7/$" TJi 110's @ 24"OC I19 =-- ------ ___ ' I 1 I S6.1 J2 11 7/8" TJI 230's @ 24"OC -` I I I A I ( + 1 Q 1 1 i Q J3 11 7/8" TJI 360's @ 19.2"OC I 0 I56.1 I ".t J4 11 7/8" TJI 560's @ 16"OC 0 j� SIM I t . J5 7 1/4" PT 2x8 DF#2 @ 16"OC I Z _ - II i I ( I 1 - J6 5.5" 2x6 DF#2 @ 12"OC If !4 3'-O" I 3�-O" J7 11 718" TJI 360's @ 12"OC PROJECT MANAGER: CN - II ( I ( 0 I DESIGNER YS '. ;I DRAWN BY: CAD-3 (w _ _ . . �- 2Q 4t' r I 20 . PROJECT NO: 16-T100 -� Or ® 'iii ....--, 1 4 4? II 11: © `'-- © DATE: 01/12/2017 S6.2 1 44' _ AelkS6.2 I q� II '� .. I SCALE: AS SHOWN iiim _IF_ 0 Al ..... ___ _ _____ i . B6 til � AI .L� -___ .ice fMENIMMOirlarigagil 't � _ TYP Bs 111 1 ,...�.�..�.�.r��r�.II. • • '. � � , . III 56.1 I 1 56.1 Vir Nr I O■► G I 6 C'� c-5) G 22 PLEX BUILDING18 ® S6.1 6. S6.2 S6.2 56.2 TYP . I I_ w _ .- I - SHEET TITLE: THIRD FLOOR Ai I FRAMING PLAN. -. I V EAST 1111 GI 41) e . SHEET NUMBER: 1 THIRD FLOOR FRAMING PLAN - EAST - S2.4B SCALE: 1/4:= 1'-0" 16-TWO S2a ,- B ROOF FRAMING PLAN NOTES _ A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 4_, B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL ' CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS , goo_- REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE #�.V ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR ew�, TO BID OPENING. 1;=„. C TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR SPECIFIC CHANGES. FROELICH D PRE-MANUFACTURED DRAG/GIRDER TRUSSES TO BE DESIGNED FOR THE ENGINEERS 1 - AXIAL SHEAR LOAD(TENSION/COMPRESSION)LISTED ON THE PLANS. MAIN OFFICE: , ZB ZD TRUSSES TO BE DESIGNED TO COLLECT AXIAL SHEAR LOADS AND TRANSFER 8969 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: 7 1 S7,1 S7.1 3 E PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DBL TOP PL BREAKS WI SUITE#205 (13)16d SINKERS TO EACH STUD OF DBL TOP PL BREAK(26)TOTAL NAILS. BEND,OREGON 97701 S7.1 :_:+119r 26 TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL 3/S6.1. froelich-engineers.com 6F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF JOB# 16-T100 MilLlor :fly:. �� I THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS ,r�� -dmimmpppAr., .� NOTED OTHERWISE. .:�?.lir MY WV rr...,_.......... MR _ G SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO c.' P �� 0 """MAm "" """"'""'�iii - Ileal _ '"""'— ""� "�'�•. �,, jr...... .... .... � FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE •R,:t.C.) • R0r6 (xIN� s `+y IIII II II H PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) ...5 ,� 4.g f0 I � IiG��lll��llll�i s lir If _� __ [ CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL 14 1547 �' . t _. ___-- Nar 2/S6.1 ' IlliQ00 UM I 1 I M ," 11 iiiilm ... ----.-- 00 00 AI j 11. , .►�. ,0,--„p ,...64,25 6;,25 ,4g� A, QCT 10 XV 4 �� 40:••1•❖❖ KEYED NOTES IMP �� ,� j w'ii.`i Ia;•4�•+►r•r� Int 10 10 —------ SIJ' `�i'r��'ri ' 4 NAIL ROOF SHEATHING TO DRAG AND GIRDER TRUSS BELOW W/MIN OF 8d NAILS - MEW � ® � SIM � � i' 'i'�*i• 6"OC UNO ON PLANS EXPIRES:42/$1h7 rr„rr• • - ii 1 yb �jk 3. (,,►�•��arr�•�� 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW.TRUSS TOP CHORD STEPS AT ROOF •�, I ' r�r�*� �,�," •p. STEP. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 5,000 LBS TENSION AND I IAlik I �r�•Ois, '► COMPRESSION. SEE DETAIL 8/S7.1 FOR ALIGNMENT AND CONNECTION TO WALL .. � �s .�r-- 4 i: ,i� BELOW I I-"- _-- _-- d� r�r:+:r�r,',r�r. rte•+•fir�+r 6 GIRDER/DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS _..__,wr w-.w.__.... 4.- • Ng, .`. .. O TENSION AND COMPRESSION. I I " I ---- --� I i'i'i'i'i'0i'i'`. ' ("i'i�i'i'i'i' 8 SIMPSON MST48 CENTERED BETWEEN BOTTOM OF DRAG TRUSS AND TOP OF .. F �,.,, I r•rrrrrrr ILII: a ♦�{ .� ____.__ arr•r�r •*� rr+r'r'•+• DBL TOP PL. SEE DETAIL 9/S7.1 FOR INSTALLATION 0 1 t d I 'rr'r'�'r+�'�'r�4'�'r *'•'I�y+Mrr n I O� t -1111 J ► - x' i'ir+�'�i'i ••*4'i'i4r_ : : i'ii'i'�'i' 9 PRE-MANUFACTURED ROOF TRUSSES @ 24 OC alkt t Il - -_ ....., Or'•�1r'r+r'r0'r'r0'i 9ti44,,,,,d '00' I t 1 #!�_ __�__. . .,-„,44 q---'w.,--t i •rrr�r,;►�rr'r'rrri'i'ir�, 10 PRE-MANUFACTURED SCISSOR TRUSSES 24"OC SEE ARCH FOR REFLECTED it.. . 0 i 1"ZZ ....Z � �,._�� «=-===== a-.....I. ... :.:.._�.: —..�.,........'13 i `� -.....,. ,a I X44--..... .S. i@m `rii•+�+i� �• ��"i•�•�•�• rCEILING PLAN VAULT t #' • j I I AI se ir•*i�i'+'ii'iri'i•i'i i•iri'i'i i • LOCATIONS) AM >i I I � � ;!�'�►i'i �i'i�i'iri�u�i'i'i•i�►►•i�'i•a►iri'ii' 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK 1�►rrrrr ♦rrrrrrr ►rr4►rlrr = - - - �� `►�►'r•� rrr r'r'r�i►r�•�•�: ,..."......... ..,,-- ""wr.ww.w. ® I I � ►.a..a.. •i►-�x►�V�r rD' n - - ,. ,."..�... Vir .• -•rwrrrrr♦►rrnr♦ 13 5/8 APA RATED ROOF SHEATHING � "ww..w-.-.w .�.�,.�..,.:.,I a —� I I "' li '41' i•or'r'rui'i'". 444 b, i'!'i'i4'i '� I _ 11 I f �t�i''.+''.�a•�ra♦w•.r�►l►++l'r«►'r•r'.�'r f n r n 1 I 1 - Q t t i ++',!w �'',��'?+•� ► 14 SIMPSON CS14,3-0 OVER TRUSS TOP CHORD WALL AND 3-0 2x6 FLAT ° � i I I -_- a i � 'i� 'irii'i'�'i'i►tt: �' 'i'i�►'i'+'i'i BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. I t :a®..,�... ... 1 t t * ► ..'r... ert 1` 't € tI t rilk rrr�++rrr� ►r4irrrr 18 GIRDER TRUSS TO BE DESIGNED TO SUPPORT THE ROOF STEP. �.,.1IMIlyAlrf I I t 4 t # I tirii l'i : LI t I I t t � ►� r �I t �II� 1 , t t t . ►'�rrr'ri 4"It.'.�►'r'• 22 ALIGN DRAG TRUSS W/WALL BELOW.DESIGN TRUSS FOR AXIAL SHEAR LOAD OF Z ■ I ! iii t Al ►''r•!+ri �" I t ; I gAI k t'',r�r!,�±',ft*.rA_••• 260 PLF ALONG DRAG TRUSS LENGTH `r W I I 1 I @ 3 i 4,10-••••• �t�!`>ar1►rri I I ° t ' t I ' i i'i'i'i� �iA4i)'�lwe 24 SIMPSON CSI4, 3'-0"TO TRUSS BLK'G OVER THE WALL AND 3'-O"2x6 FLAT Ali I I AroFF I t a t E t I I +i'r•r 'i� . Q. li mo""^ .www. I t r 1 I 1 _ ►' ♦rrr l� BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. !NW 1 I ", " L- -,"...m_ -aue�weww IR~ F a y pr1n ■Jt?+s. wxe'a..`N "".... ; I� : h .. w. tr` r��k xw..".-- - ----"..--. - � I t m lii�n25 SIMPSON CS14 x 8-0 LONG OVER TOP OF 2x61=LAT BLOCKING BETWEEN p O�r _ziv 0 cx '' g gc, , � I 4.wwcl"-.::.-_:4.4/,M"w. wn,-- ,.... ,._.-,... 4441,,.,,..,,,..,.....,. .,�, L imws1-,.,_._,, !, .... TRUSSES CENTERED AT ROOF STEP STARTING. P :. -.. _ - !! _ .._ i► 'i"....-. 'ai''..� VW'fiiP' 'y�`i°i�"�. ,`, , _ :- i�i+ '. W - 1 1 Ar I ;I ► 0 : ► 0 ...ii.,. YO 26 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. I Wit s ► 'V 00 00 V" 0 6 27 SIMPSON MST37 CENTERED BETWEEN DRAG TRUSSES W W I ` 1 (9 uz r �-�s o Q-- =I 1111011.111111 38 PRE-MANUFACTURED GIRDER TRUSS Ce p ce co I ' ( ► 1�g} ,, ..ii...' 4 0 - ► i . ,; 45 DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION W >- CO w z - 11X044.4004,46401igisiavisollIMIPONIIIIIMIIMOW v- i � li v AND COMPRESSION. 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Q� r'000•'0000�0'i' �'rs►••r'r!❖••r•r•r0•r I►'r•r a 1 I ;10. 4.,,,,, �•rr•••r•r r•+•� B8 5112 x 18"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) ' r•rrrrrrrrrr•r ►'1'•'a�i •••j►••r'jr+► •••j�, ► I $ p I.q! : ►,r••jrj�•►•• •j•j+rr►r••�i !' ♦r+rrrrr ' 89 51/2 x 21"GL 51!2x6 GL POST ♦r•rr0•r♦ ►'',''�•► '.►''''' i'r' I 1 Icy •r•rrr••r•r REV DATE ISSUE TITLE ♦rr•r♦rrr•'' ,,, I < r♦ rrrrr♦ rrrrrr•rr� r•rr. ♦+rrrr�>rrr� '1'r'•'1'r'•'r'r'r' 4rrr#r1rrrrr>rrri v I j�! ► r��r�yrr��r,�r .� Ali ; r.+.+a+Dwi►D.+ab ;r•r•rrrrrrr� rrr,. s 1 •»4 -- y�►�►�r- ♦rr♦rrrrrr•r•�i•r lir-4 ♦rr♦ .....+.•.•: rr•r•r•••r•••r•r•rr•�y: •A I t 'DO'OOOi''•i+r'�O', BI0 6 3/4 x 31"GL 5 1/2x7 1/2 GL POST ►•rrr•rrrrrrr•r•rr•��•rrrr� t t I •••r•�i•rrr��r•rrr•� MY 40 O• 4'00000rO•r'OrO:�•r•'•'•'•�C 1 �.. ._ •rrrrrr4 rrr -- r•r•rr•r r•r +r•rrrr r•rrrrs•r••rrr err r•r•r rr j ►O • �`' << 811 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING �aaaaaa.� ri'r0'r'r'� fi r'i'i'r'i•i'••••ri 'i'i'i'iri'i` C�•••• r • B12 PT 51/2 x 15"GL REF PLAN r❖rr . rry.❖.❖r,r.❖.I►rrrprp4 0Q ' 1 '.r.'.`.'.rr � � • ii�'�'�''►r+� I►4;>ri'i'•'Oi'r'u ' _ •r*r•r•. rrrrr•r•r•�i•'i'i'rr��'•'r'r'i'i'r'i 1 8 'I, rrrrrrr ♦ ♦ ►rr'rrrrr♦ ••< rrr•rrrr ►• �•'r'i'AOi'f" BEAM SPECIFIC NOTES: r0r� �•rrrrrrrrOi ��rrrrrrr, ;z..rrrrr4, - 00.' •'•rr•'O•'•'r•'•'�•r'•O'DO'O•. rrrrrr , •rr •r•r•r•r•rr•�i•rrr4 +�r�r•r• irrrrrr,. r•, 0 �.•••r•rr•rrrr•+•r•r4 4, 9 j �►'r•�r�•+•*r�Q 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. ♦ I ♦rrrrrrrrrritalk N rrrrr.� • +rr'i'Or'i'•'i'r'r'i'r� p•�rr• I �►••r•rr•*. •rr•rrr •r•r•� rr, } irrr4'• 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN ►err♦rr•rrrr•r,� � c,>+•rOrr, PROJECT MANAGER: CN -..._ r'Or'ri'i'i'Or'i'i'�:Witt*.' * 0 I i 4t.rrr< THIS TABLE OR ON THE PLANS. ♦+♦rrrrrrr'r ♦rrsal..�. �► / �trrr 'OOrrrO'OO.00'i�Or� ■ i V. *I I DESIGNER: YS t __ IMO_ 44, .. •, , DRAWN BY: CAD-3 i to a �.. t _ ICI- 1 - f, 1AEI! SMIEWAtaiI ,� PROJECT NO: 16-T100 LI _ : . _ ®TYP411F1;i14 - ......:11111111 DATE 01/12/2017 CO I SCALE: AS SHOWN AA7 gilE , soir.oi• co - 1.)- 1%0~4/ aniiiiiinimem..,a AI lg. AI VP d t m 61 et IL I ,,§ NOM Mill ti, r...........0..._ t- 11. MIN 1 o '� m I 0 [ ®r 7 2 22 PLEX BUILDING 1 S7.1 S7.1 S7.1 3 S7.1 I SHEET TITLE: ROOF FRAMING PLAN - WEST ZA0 • SHEET NUMBER: - 1 ROOF FRAMING PLAN - WEST 16-T100 S2.5A SCALE• 1/4:=1'-0" . it _ 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 1 - AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE _ THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS , ` - REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED,NOTIFY THE - ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR ,` TO BID OPENING, C TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR SPECIFIC CHANGES. FROELICH D PRE-MANUFACTURED DRAG/GIRDER TRUSSES TO BE DESIGNED FOR THE ENGINEERS !I G 41!) AXIAL SHEAR LOAD(TENSION I 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)6e4-7005 AXIAL SHEAR LOAD. BEND OFFICE: 3 7 7 © E PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DBL TOP PL BREAKS W/ 745 NW MT SUITE#05 WASHINGTON DR S71 :j�:. S7.1 ( S7.1 ® 8' O" � (13) 16d SINKERS TO EACH STUD OF DBL TOP PL BREAK(26)TOTAL NAILS. BEND,OREGON 97701 Q 4i✓e) liar / TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL 3/S6.1. froelich-engineers.com 6 F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF JOB# 16-T100 Amii_ I. 1. OA Aft ir ` ' THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS ,L . _ NOTED OTHERWISE. -- "MI VIM V7�►w ltwlr _ - - — — — -- — m _ _ ._ m ' Il �.,w4. -® .� — ;4401L6.1 — —" wy G SUPPORT ALL GIRDER TRUSSES WI A MIN OF(2}2x6 STUDS AT EACH FLOOR TO .tp.0 CTU/ ilill' .. FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE Ca c) PROP4-,..4 Ill �.r.Mr�_�., �-��__� ___ -�_ ■ fir• " '`v.t, �C�y, .114.0Y ,• �� IM f H PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) c t,},GIN . 4.2 ' ��"ome'' ' 3t I �� Imo """ ""'=".-am $ CRIPPLE&(2) KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL �C� ' 15472- ------ - - It 00 0 I 9 O� 4:D 11111IMPIIMIMMI 11)Ci 26' • „ [ , .,„ I 1 pp. gril At ill ..441.101.4111117W 41111.1.1", ".;v00:2E5G0A9N 'Q. �.�vr.,r,+.r:. •.. ter '.• •.. ��i4....,.y .n >►li�1`#"!`+�� tt!♦!!i£ !!t!!s!Q�31t0!!'►r!'�t'3 1 1 +r ► :. : r.°. >!. !!.!•...!.°.o.r.•oo.!o•..._°.;a !°.o•. 0 I ► KEYED NOTES .00"-- �, 1 e� NW F�!• '.•!°•'•!'<*!°'+°'•''''s�o' n'�l�16 w•lww•► 1 .4, ii; �.......... ' 14, '♦�. M 4'`12 DerSN' 43:1 i'•' '°°•'+�•'°°'°°°i iii•+•iii`i' 1 .,„,i --- ► �' 4 NAIL ROOF SHEATHING TO DRAG AND GIRDER TRUSS BELOW W/MIN OF 8d NAILS �Ogi°!'!!O!•�•'!'00000•4 !- - -"ji♦e 1 p♦!°i°•i �i '� EXPIRES: �I t4 *4 .rt'!O'!♦t°lO• 1 t!!4'i'•+* �iir @ 6"OC UNO ON PLANSl7 - i�t.� � �1+►�isl�t�t•:.:•:.:.:.:. .+:fit.:.:.�t� ` ` �tt•;°.°:!`+' ® °,q� ,, '!4!+ •*!,*+*t��°•!ll ��t�♦�!�!�!�!'�!r•,+�+�t�°+�1.+ f 1 *tl+#•°�°+1+�+� lip I ,++°��AI +► 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW.TRUSS TOP CHORD STEPS AT ROOF � . ♦�♦!+°♦♦♦!!♦°♦♦ ♦!♦♦, ♦+♦♦!♦• ,!♦. I STEP. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 5,000 LBS TENSION AND _ 3��'►'i�D0000000♦°O♦°.'°'♦ °4!•O+ +++•+++++ !'!°Ot II; t► `'�'°'°'°'•°°'+•'°••" •!••!.+` •♦°'d ► COMPRESSION. SEE DETAIL 8/57.1 FOR ALIGNMENT AND CONNECTION TO WALL ♦♦!♦. • !!!• I i. Mk BELOW - 1'i ♦+1�•�'•+•+t•+•t•+l+ptO+t+t+0l+t+t+� OIii :!•+.�.+'+�+�+�♦� ♦9+♦l.4 ♦♦�,+.... !+♦!♦°♦!♦+!+♦♦+ •+••+'+!+•+�+•+*+++ Oi°!°!°:'♦'ta► � 6 GIRDER/DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3 000 LBS ;i. . .+!i•ii°a°i'i°''�'°s°iii°i°. + !til+t'O!°!°!'!•i. �•�'ii•�°s'i' . TENSION AND COMPRESSION. ail *♦'!♦*!r!�!' •1�!*tel t�t�.�.lO+t' -, °i +iit iii+iiiii ► 8 SIMPSON MST48 CENTERED BETWEEN BOTTOM OF DRAG TRUSS AND TOP OF °i°i:►i'!'i°i°i�ii'ii'ii'�'i'i'�•�i•: 1 r"'1 m ++++•++�+�+�•�+�++�+. ,4+�°�!+'i'i'i°i°�•s,i ► DBL TOP PL. SEE DETAIL 9/S7.1 FOR INSTALLATION 4�°♦•11►♦'!+t°!'♦� !°!'!°.°!'♦'♦'♦°!'i+ 1 1 +lT++lrr♦+♦+!+!+♦+!+♦+♦+. r1.♦.....- ..•....,..♦:+++,► ► ® 9 PRE-MANUFACTURED ROOF TRUSSES 24 +ii �♦ �+s��A�^��E�f* ", p-: 4 °�•i'i°i'i'i'i'ii°ii°i°i i!°!!!!!♦.♦!!► °'s'' *°!'14 4..4*. •44" .••�•� ,.,._A '••�°+°!�•�♦O�♦�♦�♦�♦�.�4, ,,•♦�♦��1�•!•♦�!s°♦,'►♦�.�♦t0�4, 10 PRE-MANUFACTURED SCISSOR TRUSSES24"OC(SEE ARCH FOR REFLECTED . �l•►t♦art♦!!♦ll�a0'�•vtl+t�►+,�►, � _ � ♦!t!!!!♦♦!♦♦♦. • +i!♦♦!� a t © v!%+�%'t:`+► %i►% %i',% �ioilii°� %%♦rt�� *°ii°i•i°i°ii•i°i+ilii°i•�i'iii'i'� ��+•iii'iii° ( � -- ECEILING PLAN VAULT LOCATIONS) • ♦'�►t.�+t1!114 Atli°♦•!�'i►00«r!°♦•.°♦'♦�* 4.♦O1 I °t•°*!4•!°•°i�►'ii'!°i°i°i°*►ii°i°i'i' `..w.:.. 1 L f Er-- 4 . ► !i•i►0i'��lO♦O!•!'v�l+!'!♦t+�i►.•!'i►♦°O'!!•� !°t'O!'O / °t♦t°!'!°!'!'Oi•♦'Oi°°O•i►O.°0� �+•O.O°+ ¢ ' 12 SIMPSON MST37 CENTERED AT DBL TOP PL BREAK ��1p%'1 jam•.��•�.•..s��+w►r°.i a!4!•�.-•A�il►�•�!!t.!! •is I 1 • ...►+�°'+'i*''�•i`♦+�♦'.°i i 11 •+♦Q+Qt+I+♦+l+O'°'++l+t�►Q+QI+� ►+l+Ql• 1 1 • ► ••��rt. • tlt�,�►!t ,tlll!�*lt.•!♦ 1 1 *♦!♦!♦!♦b !!°!!.♦l.�.t! !♦!♦.!.!!:!.♦►.!.♦. !.* 1 I 13 5f8"APA RATED ROOF SHEATHING lii�'!';.l+�s:��: heiii��:' ��..�.... ! ° i°s°!°vii'*moi!'.* s•/°+ 1 ; ''► s;ti,►..yy..ta►C«t is I�'►♦�►'+'♦'i`♦`.r+ . I�iI��11Ii1�1♦ ��.-.,.�."., ,.,"��,� ._....�._... ,, ,...,.,, _�,... iii°i°i♦♦♦..♦�♦�ii�.+♦�.�'.�♦'►1�.�♦�!�♦�.f. # iti 14 SIMPSON CS14,3'-O"OVER TRUSS TOP CHORD WALL AND 3'-O"2x6 FLAT �i,�*.t4 +��4++♦+l�l�.t4.if, ,°!!'!!�•••,, i a s. ,t a-�.. ., '� 1 ,, .•..�t�l�♦�♦�.�l�i�l�.•. 1 " �.. .I © +' iiii` �i•i•.i'i'iAI �i+0!•i°ii°i•!'i'i► 'i•.'!'*•♦'i°i' h 1 _��_ � „1 BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. +ili°i°i'*i°i'i°i°i►ir '° >°''°°+' 'Di'i°i°i'i°i•'isi'ii4'i°i'i•+°i'� g 1 18 GIRDER TRUSS TO BE DESIGNED TO SUPPORT THE ROOF STEP. '^ ° °i� i��1k44::. �. ��t�l��►�„�,1,.♦..+..+,.• V J�� r `,,°.+-°ii �' * + i I �•:. ....-. * I s } 1 ►• ► 4 '►°+i• Cil► f ��i°i'i'i°ii°ii'ii°i4'i'i' mi 22 ALIGN DRAG TRUSS W/WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF mm-� 1317 •�4i2i2i'� ,,,,,t•°iii,♦.+' �\ ® �;iiOpilili��t�+,'►.�♦°t♦! I +• 260 PLF ALONG DRAG TRUSS LENGTH W - __ : . . AI 1 _ ♦t♦4•+sll�♦�♦!♦t!!♦. 13 ; aj ��i00 � �r♦'i►p / 1 ri '�aa!i4tt, `' 24 SIMPSON CS14, 3'-0"TO TRUSS BLK'G OVER THE WALL AND 3'-0"2x6 FLAT G *,s°i°s�� i•� �,. I y ��!°t��t♦♦; 1 1 ► BLOCKING BETWEEN ROOF TRUSS TOP CHORDS. CI }♦s♦ , 1 r '�-`� dill tST om • ,+t♦;�i+ f 25 SIMPSON CS14 x 8-0 LONG OVER TOP OF 2x6 FLAT BLOCKING BETWEEN p 0 " ►` .....r." .... �.W......1 -... .... tom......._ ——.— - ,:...• ._.,,.,.,_.I * `.',: ..�.�........ .., ....�.,� ► 0 TRUSSES CENTERED AT ROOF STEP STARTING. ¢ ,..1 -- _ ._ - :- - SAM O cdietY `w - i'�M'r"'/ w11ri'rr��in1'� A 26 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. — Q0 0 ® 44 0,, s ® li I 27 SIMPSON MST37 CENTERED BETWEEN DRAG TRUSSESg c„ w ~"" 4 AN!. 38 PRE-MANUFACTURED GIRDER TRUSS p*► ��•,�� 1 tr rn ;�,►,, ,;�!,, ••� ' AL, (1-3) r LI } 45 DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION co Z ► ® •��+4 . . .� v • ir I AND COMPRESSION.CONT THE TRUSS OVER THE WALL AS SHOWN ON THE PLAN F" ct —j_ kdk1 41r ' .. — J►. .ni'ww�4. e�r�s. _ JAI r� - . - ►� � �.��° 1 — — 1 — 411) 0rte.. (2� LLI I .......� ,i +1!♦♦ 1i°.._-+aa� .ar■4em�r+ne�r+s�a aer"" yeas a aana aeas"e•xe a� c ___ ?� � 0 ct tit re > 0 • _,_ S.rarasae� 1tt♦!!!•!�$3` •�*l+t�, l k r !1 'S m ,. �.. .. .,-��,x:....�� _.� s.. 0 � L Z `__ 13 ArAik ED -__-� ;•;•:•;•�•;•;�, ;►•�• _-. �_ I _ �,� _��.�� II Alk HEADER/BEAM SCHEDULE W o �— o �.!!!!!.►!!.°♦°!. Magri �,P ; f 1 u N , r;, : Lahr 1 1cici I 1 f ,O!•!°t♦!°!!!°♦ !♦4t!t!lO• 1 1 1 HEADER/BEAM SIZE POST/COLUMN TYPE (UNO) W IL •t°!'t°t°!t°i!!�°!°t°000+'t°t NW I ii+•i°i+°!''i°i►°°i°.'i°i°i°ii°i•�► Et, ,I !.�i�i!. +.+.+y+.+.•.♦4"►-�c�..E!•,Ea p q 1 c Ff1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING w F , i ,4♦• .4�ii,,,.. , it V 4,/iA��♦` i4 4 0,+ 4 4 1 k kArm" B1 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING .!t ♦ tlAIL tilss • .i e 4 AI -.. .a ., � 666'. 1 ra I r *!!!• .4 A a`•a.+0°+°+�+t�►+�►♦+1++ ► 1 1 a 1 ' B2 51/2 x6 GL (2)2x DF#2 *t+!•i°ip'!°. 's••`rs"P°i°D"�r' 'i!•'`. ► . 1 1 0 . ♦!! •0-► ♦!•°°+ '°*" (2}2x DF#2 �� ,♦ ♦♦♦ !!� .�♦•!♦ °°!•♦lam+.•t•!.! /i 1 � n 1 B3 3112x11718 GL Oii*`.♦♦.♦.°.... .♦..♦♦.!.!!. .♦. . IEL ) PERMIT ISSUE {°°°i°i'i°°i'i'i°i'i�i°i'i'i°i°i'i•!°+°ittllti 1 1 m Vii'* i'ii�°i►i°i'i°i'i°i°i'i°i+i•i►i°i'i'�� i�, 1 0 0 f: � -•�- =T-- _ _ .-_: Ba 5112 x 11 718 GL 6x DF#1 {4x6 DF#1 AT 2x4 WALLS { , . ' . ►!!!♦!♦!♦♦!►�. V✓.♦+ - - 111114 B5 7 x 11 718 PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) ri,►!ttl+� .!t!!♦°!I• ►��.+l+!°!�►!�►♦!♦!♦.1!!•!!!°!!!♦t!►•1!!1!!1!1!1!!1► 1 •'..t k.. Off - Alth- *ii%•►%•►i•iilii%ii lri7t* ii%•ri iiiiiiiiiiiiiiiiiiii� ii°►+''►i+••4*4 k IlOr _If �1� -""ily """' B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) l.♦.♦.e... le, ••♦_••••••1.+.►♦•d.2._��•••• mss:♦.♦•At♦!•t•!!°•i♦!!ls+►►.• - I 1 B7 5112 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) •• ,3l.!!l..iti� A 1 I i 1111111111 ( I 'l+t�w+j+j+•°.°►'.'♦°♦'♦°♦•+°+°t« 1 ,lt!!1t♦°1tt+lat•♦t♦!♦+ � I "�` ® 1 t • t�ittOOO.t++ ►+++++++++•♦� Alli B8 51/2 x 18'GL 6x DF#1 4x6 DF#1 AT 2x4 WALLS '4`►,•°� ►• s1.!♦.s♦s♦ +°O'°°'•O•O°` 1 1 { ) REV DATE ISSUE TITLE 1 >�� ♦♦•♦.•!♦.!♦ I !♦!!♦♦♦..!♦♦ _. �--__ .. _ .......1 �q pue ...s..nwaK ma, , ' I,►��>I lir.+ -+••mo•�tet.-:„+� ►♦.!♦ ♦.♦♦w♦♦ B9 5112x21 GL 5112x6 GL POST 810 6314x31"GL 5it2x71t2GLPOST v+!♦♦.♦!�°♦! 1 a.. ...-.- a ..•,..,-.,� !!!!!!lilt+t!!!!.t♦t.!!t°!t!!* R m 0 �♦t't•!'t°t't°l4 , ,��..,. �00.'DO.'O'••°'°°i V/ j B11 5112 x 9"GL (1)2x CRIPPLE AND(1)2x KING ►+>.! ll•it!• © .°i°i'Oi+i'i ! I I;>�!„♦♦!♦!♦+ ►♦!O°°!•i°!'!°O00♦'♦•♦x:+ ,j t t BEAM SPECIFIC NOTES: w'a'!°O♦°♦+!•i� ►+°++++°+•+�+1+♦+•+°+°+t+•+++•+°+�• � 6/111111111111 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS, • I I iiiiii *+ii'i°i°i'•°i°�/:.. ii♦!OillOi� 10 ►°illll� - its♦!.t♦•. ►♦!♦l♦°.!°t♦t•i•. +l.♦!♦tt♦ • 10 I I � ,i�ii♦1s iii ii 16 +t�►�ii �� + 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN PROJECT MANAGER: CN >iii ♦+♦♦.l. •+++++ Nor vir THIS TABLE OR ON THE PLANS. { I >O•i' �Q+i°i•♦°!°!°i 1i't°♦°i'4i• •I SIM t I IL►4, I ►♦+.•.+O.+O.❖Ol t♦•4.r!*•"O. .4P- 1 • ►♦ !!!♦!!♦.♦l♦ . . .. DESIGNER: YS �� ♦lsll.11!!•►l.l�1l��ht♦ MI I :♦ . i`.♦ °sem }♦♦ ,Is♦s♦•�♦� _ �.... t — 13 1 ——— ..r,�.. CAD -3 ,—p Pro �NV............�I DRAWN BY _ IMO + �� W PROJECT NO: 16-T100 ' i Q DATE: 01112/2017 t O SCALE: AS SHOWN it i iroireiliarimmila. TYP 111.1.1014...1 C°OEN i i li 1 -- __- _ 1, rr , ,i MEN...411011...10Y111 MI 404 , `� J L S7.1 i ED I Er) fl) o o 1 I 22 PLEX BUILDING 2 57.1 1 S7.1 7 S7.1 © S7.1 TYP I ® E I SHEET TITLE: i ROOF FRAMING PLAN - EAST (6) . (11) (31 SHEET NUMBER: 1 ROOF FRAMING PLAN— EAST _ S2.5B SCALE: 1Q0 1/4:=1'-0” 16-T S2 • 5B ZD ZB (iD) ' ::t,:::::-.7'::::::::f':- ' ,170:", 11 r 83.3 I FROELICH I ENGINEERS I ® L J ® ❑ MAIN OFFICE: I I 6969 SW HAMPTON ST k, r LIime PORTLAND,OREGON 97223 411 •— ,.. (503)6247005 —---•-� I 1 ..1 0 7745«NW SMT WASHINGTON DR -m .-_.Y„ 5 `+ SUItE1205 } 1 r I _' BEND,OREGON 97701 ---. 1 - S3.3I "") I I froellch-engineers,com i�� # ' •.` JOB# 16-7100 t B3 _. _I-_ I ___ ► , : I ALIGN THE BEAM WI i- I .. 1 I� 4 ----- --- THE DGE OF THE 1 / I �___ - - ® (3)STAIR F, '_----___-' , B3 •C"QuGT(1 I -- - STRINGERS,REF el BEAM,REF 2ND FLOOR t`c� P QAC _I _ - DETAILS ON SHEET 4 FRAMING PLAN S2.3A �5 ,taG e�;q �'f0 I 53.3 • SIMPSON I 1547 �v� - 31 ,-�� ` HUC410 r" III 0 7 17 ID S5.3 2s 14 b4 - iL 'EGOPJ �' S5.2 i lig ! 'i.4/ C. 25 1 Q�- 10 I '; -- ,,� �'Qz DP`s56.1 I 4/ "N 1 r--- 1 1 pi I I 1._ I 4x10 DF#2 AT ,; S3.3 y - - - i -- I ''. - STRINGER MID SPAN I I 1 4 _ - I L.__ _ _J i 4 ———, J .4 _ i ► a4 Ai 4 B3 F 9 �� — WALL BELOW, I .� REF PLAN Ai' . 53,3 1 ,14 ` , .. . , . . 401 i , ii___, _ _ . .._.- 0 ____ __ __ _ _ _._____ , _ __. ______ __ _______ _ F., --ccoo.,. �� - - 0 _ E- z ,RAI.•.....,►.....:..,►.M. ►...•...1.111PA.... _..V.«...t%t........f.t ILIMPA�. .:►�, ' '`� W vtir s .1isi,►aA.A.aasssssa►masa►aaesskakii ssoko_ssn.aluk ioosorA+ke.ika a► rt „•,,,•_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t• _ _ _ _ 03 TOP TRANSOM 2 STAIR#1 - FOUNDATION FLOOR PLAN STAIR#1 - SECOND FLOOR PLAN Q.,, 40 -10 7/8 W a "' `' _ :-I'�'►ia♦'►�►a��1 S3.1 ,� SCALE: 1!4"=1'-0" SCALE:1/4"=1'-o" / 16-T100 S3•1 16-T100 d ,J �� 03 TO PLATE W p' 39'-47/8" ' Ce >Y > :! :s' W I V (0 Wo Q O o ,zLI, l.._ iv ____!: WY111111 I� ��. 53.1 i r ti t p1 i. .W p<. Mak ( B _ p. _._ _ .4' SHEATHING. v� < N ¢ �_ _ __., ._ - 30'73314 Mw 03 TO SH RING ...� Titopeommareammigoo ,i,: 11, 8 * 1 02 TO PLATE • I 1 �I_ ;� 29'-3" I I 3 II _ ,- ,.1. PERMIT ISSUE • I ,•n- , — \ i� — i i ti j I s — 0 - 4.4 - S .1 • 4.4 � ,;; r' , • . �X;;;- ; REV DATE ISSUE TITLE �/ .: - y _.._yid. :' 14.4444_1_ - - ' - - '' - - ;_ _ 02 TO SHEATHING_ ' I _ - _ _J--- _� i. g I ter_ _ _ _ _ _ ,,,'-%-; "' — _ � _ _ _ N. / � 01 TO PLATE ,�, // li ;.' 19'-1 1/8" , .. I I SIMPSON LU B3 t 4x10 DF#2 p� HANGER P S " PROJECT MANAGER: CN I a / -- " ,I - +, @ "OC E �,R DESIGNER: YS 2 Atili '/ ® ils •. 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NOSING REQUIREMENTS �t12 STAIR DIMENSIONS \ NAILS @ 12"OC TO @ 1 3.STAIR FINISHES NOTE: VII 2;NOSING REQUIREMENTS 111 STRINGER x r. REFER TO ARCH.FOR: STRINGERS 3.STAIR FINISHES OSB STAIRNOTE: j 4. RISER&TREAD DIMENSIONS 2X12 STAIR STRINGER 1. STAIR DIMENSIONS 4. RISER&TREAD DIMENSIONS FROELICH TREADS- gil1 2.NOSING REQUIREMENTS 2x12 STAIR STRINGER REFER TO ARCH.FAR: REF ARCH 2x12 STAIR 1.STAIR DIMENSIONS 3.STAIR FINISHES ENGINEERS ° �� SECTION A-A 4.RISER&TREAD DIMENSIONS SECTION A A OSB STAIR STRINGERS 2.NOSING REQUIREMENTS 1 OSB STAIR TREADS TREADS SECTION CTI O N A-A MAIN OFFICE ° r NOTE; 3. STAIR FINISHES 6969 SW HAMPTON ST NOTE: HANGERS SHALL BE: 4. RISER&TREAD DIMENSIONS PORTLAND,OREGON 97223 • I ►��- HANGERS SHALL BE: •HUC28-3 W/SLOPED SEAT AT .\��\'ii owl z 1 • HUC28-3 W/SLOPED SEAT AT I\\1\7i 50 624-7005 CENTER STRINGER BEND OFFICE: 2x12 STAIR (4)0.148x3"TOE NAILS FROM(4)2x CENTER STRINGER 1 ••HUC28-2 WISLOPED SEAT AT 745 NW MT WASHINGTON DR STRINGERS ° I / TO SHAPED 4x CONT.OVER DBL 4 r •HUC28-2 W/SLOPED SEAT AT OUTER STRINGERS SUITE#205 J TOP PL 1 OUTER STRINGERS IN -- BEND,OREGON 97701 I 2X12 STAIR A I � i �� J,r1 OSB STAIR TREADS, rae ich-en ineers.com 1 STRINGERS , 2x12 STAIR REF ARCH JOB# 16-7100 4,ii 0 I FLOOR SHEATHING STRINGERS a l I \\ �\�\\�aiw& REF PLAN VII -- �►!r►�r �\��'� ►: FLOOR SHEATHING REF PLAN „_.. UCTU FLOOR TOPPING, REF PLAN I . R"� j 2x6 BLOCKING Q,�D PROFS, � SHAPED 4x CONT.OVER BEAM '41r 2x6 DF#1 ONE AT EA SIDE OF ° t ..,._ ° FLOOR JOIST ,.: ��'� ��C�IN��cS',© VAA STAIR STRINGER REF SECTION ''�" `"'�� ``"`��"�""""�"w"�„ ��r��w��a��r��•�o�....; ,� AND HANGER 2x0 PT PL SLAB ON GRADE �`� i S47�5 WOOD BEAM, REF PLAN A-A W/(2)ROWS OF 0.148x3" 2x6 DF#1 ONE AT EA SIDE OF REF PLAN If REF PLAN cc 1-- NAILS @ 12 OC TO STRINGER a JOISTS, REF STAIR STRINGER REF SECTION ° 2x6 DF#1 AT EA SIDE OF STAIRLi.,,'"11111"111111111... wa+iry -� ...r PLAN(JOIST A-A W/(2)ROWS OF 0.148x3 A STRINGER W/(2)ROWS OF : s� 2x6 DF#1 @ 1ST FLOOR STAIR EA.SID A �"" '' " �s_ 4 EGON' .. 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SIMPSON2. NOSING REQUIREMENTS LU 2x12 STAIR 3. STAIR FINISHES HANGER STRINGERS 4. RISER&TREAD DIMENSIONS 2x12 STAIRCO -- STRINGER u�i ►: Z �'`►.�, 2x8 @ 16 OC LANDING SHEATHING SECTION AIA - ° ' ("( ' -�� RAFTERS SECTION A-A .- ROOF SHEATHING, - 0.148 x 3"NAILS W .., 0 %rwirl►rrf .i ° I I a w �, REF PLAN @ 6"OC =.. I A ` OSB STAIR TREADS, I Q 2x6 PL `,1 0,131x21/2" REF ARCH I 2x6 DF#1 AT REF SEC A-A {` a ` " j I I W/(2)ROWS OF 0.148x3" `«'' 0 W rt '+- NAILS 6 OG i,4•rawW«r ir,.�r�rwFww«IIIIIM IMIV�rxAIIM al ° NAILS @ 12 OC TO .' co y/f--4.148x3"@ 6" •. '.'•. @ BEAM, REF PLAN a STRINGER •�"" "' 2x SHAPED '�'��"�' ° OSB STAIR TREADS W 0 co - �, BLK'GMIMI a 1 -REF ARCH A �. 2x6 BLOCKING I 2x12 STAIR STRINGERS o Ili- aN. LEVEL X ELEVATION 47141, W�] 2x8 PT PL wr .riitiii�r�. ( O «,J CO O ir `"P ° I -2x STUD WALL REF PLAN z ,..., z al al 2x6 DF#1 AT EA SIDE OF STAIR Pir ° la cn O .... 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DO NOT NAIL TO UNIT WALL 11 LOWER ROOF TO WALL AT STAIR 8 LANDING JOIST TO BEAM 15\ STAIR WALL CONNECTION TO SLAB / FOOTING ( 2' STAIR STRINGER AT WALL SCALE:3/4"= 1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" . 53.3 16-7100 53.3 16-7300 3.3 16-T100 RUN STRINGER UP SO"FIRST S3.3 16--100 RUN STRINGER UP SO"FIRST TREAD" IS FLUSH WITH FLOOR TREAD"IS FLUSH WITH FLOOR NOTE: REV DATE ISSUE TITLE OSB STAIR TREAD REFER TO ARCH. FOR: (2)SIMPSON HGAIOKT TIE FROM (2)SIMPSON HGAIOKT TIE FROM 1.STAIR DIMENSIONS STAIR STRINGER TO STAIR BEAMSTAIR STRINGER TO STAIR BEAM .,rii�ss�,srrsai,iii � 2.NOSING REQUIREMENTS - - WITH(4)SIMPSON SDS SCREWS. FLOOR SHEATHING REF PLAN WITH(4)SIMPSON SDS SCREWS. � 3.STAIR FINISHES FLOOR SHEATHING REF PLAN (1)TIE AT EACH SIDE OF STAIR (1)TIE AT EACH SIDE OF STAIR /111N2x6 DF#1 ONE AT EA SIDE 4.RISER&TREAD DIMENSIONS STRINGEROF STAIR STRINGER W/(2) �wam►\�� .w�� "1°'a"�aa��►KK.w.��►�z��bl STRINGER �� ROWS OF 0.148x3"NAILS @ SIMPSON FACE MOUNTED HANGER A Ni1000111.......-- . �(1112"OC TO STRINGER NOTE: - -"1". ��iwi..\wr�w��sw w "w�raa W/SLOPED SEAT AT EA STRINGERIlliT40, iii HANGERS SHALL BE: )� JOISTS 1 A REF PLAN HUC28-3wlSLOPEDSEAT ATPROJECT MANAGER: CN JOISTS010. 2x12 STAIR STRINGERS CENTER STRINGER 2x6 WALL, REF PLAN 1' ,�, •HUC28-2 W/SLOPED SEAT AT DESIGNER: YS REF PLAN ,J�►\\l\aa� ►� OSB STAIR TREADS OUTER STRINGERS -REF PIAN DRAWN BY: CAD-3 i f,4 I OSB STAIR TREADS BEAM REF PLAN SECTION A-A (--STAIR 'NII --REF PLAN Ilk WS PROJECT - �"` ! SIMPSON FACE MOON-ED 1 3/4 x 11 7/8"RIM j HANGER W/SLOPED SEAT RUN STRINGER UP SO"FIRST DATE: 01/12/2017 '14141 ( ~� y AT EA STRINGER TREAD"IS FLUSH WITH FLOOR FLOOR SHEATHING, FLOOR SHEATHING REF PLAN 2 SIMPSON HGA1 OKT TIE FROM SCALE: AS SHOWN REF PLAN I CONT DBL TOP PL 2X12 STAIR A STAIR STRINGER TO STAIR A STRINGERS 2X12 STAIR JOISTS&HANGER `''`�" ��`�"�" ''�"w"'�` BEAM WITH( (4)SIMPSONTEACH SDS A,,,�,,,�,,,1„�„�„�,,I,,,,�„��,,A.� NOTE: SCREWS.(1)TIE AT EACH SIDE STRINGERS REFER-O ARCH.FOR: 2x6 DF#1 REF SECTION REF PLAN � A OF STAIR STRINGER �_..,_. A A WI(2)ROWS OF Ifi I NOTE: 1.STAIR DIMENSIONS 0.148x3 NAILS 12"OC OSB STAIR TREAD t�,�.7l 1 EF 2.NOSING REQUIREMENTS @ ■� � ' REFER TO ARCH.FOR: 2x6 DF#1 REF SECTION TO STRINGER i1 ► 22 P LEX BUILDING ��'._. 1.STAIR DIMENSIONS A-A W/(2)ROWS OF OSB STAIR TREAD 3. STAIR FINISHES , '��`� A - �I 2. NOSING REQUIREMENTS 0.140x3" NAILS @ 12"OC 4. RISER&TREAD DIMENSIONS BEAM REF PLAN r I 3.STAIR FINISHES STAIR LANDING JOIST, TO STRINGER sa�rirsir�rsrasy�ris�s 4.RISER&TREAD DIMENSIONS NOTE: V REF PLAN I HANGERS SHALL BE: Il ■ 2x6 Df#1 AT ONE AT EA ohm NOTE: Jilt • HUC28-3 W/SLOPED SEAT AT rirl '�� _,,, erSIt OF STAIR STRINGER SIMPSON FACE MOUNTED SHEET TITLE: ' W/SLOPED SEAT 2x LEDGER W/(3)0.148x3" HANGERS SHALL BE: SIDE OF STAIR NSTRINGER CENTER STRINGER diI��' NAILS ROWS00 O4ax3" HANGER AT EA STRI GER OSB STAIR STAIR DETAILS 4 NAILS AT EACH STUDS •HUC28-3 W/SLQPED SEAT ATW!(2)ROWS OF 0.148x3" HUC28-2 W/SLOPED SEAT AT MIS STRINGER OUTER TREADS- CENTER STRINGEROUTER STRINGERS REF ARCH Arl"il.11 Il{fl " 2x12 STAIR WALL SHEATHING, •HUC28-2 W/SLOPED SEAT AT as NAILS @ 12 OC TO A RETF PIAN OUTER STRINGERS STRINGER 2X12 STAIR STRINGERS STRINGERS 2X12 STAIR STRINGERS 2x6 DF#1 AT REF SECTION A-A NAILS @ SECTION A A SECTION A-A 12"OCVTO STRINGER SHEET NUMBER: 12 STAIR LANDING JOIST TO WALL 9 STRINGER CONNECTION TO BEAM - STAIR TOP 6 STRINGER CONNECTION TO BEAM - STAIR TOP 3 STRINGER CONNECTION TO BEAM S3 3 SCALE: = 1'-0" SCALE:1"= 1`-0" SCALE: 1"=1'-0" SCALE: = 1'-0" 53.3 16-7100 S3.3 16-7100 S3.3 1 16-T100 S3.3 164100 BOLT DIAMETER+ 1/16"DIA 1` _ HOLE CENTERED IN PL CENTER LINE OF \ ,f'_ - WALL AND FOOTING 4 J NOTE: 24" NOTE: _ _ _ • 1.CONTRACTOR MAY USE PLATE REFERENCE DETAIL 9/S5.1 FOR • � , PL WASHER REF SHEAR " WASHER OPTION A OR B #4x 24" (c7 MORE INFORMATION. SHEAR WALL REF SHEAR WALL r WALL SCHEDULE&DETAIL 2.PLATE WASHER MUST BE HOT 1 " `' 3 SCHEDULE FOR MORE INFO 7/S5.1 \ DIPPED GALVANIZED 24 OC ''-t':•;';-;-411 3.STANDARD CUT WASHER NOT #4 CONT 2"FROM TOPz..EXTERIOR Ff C ELl , �-- AIR GAP&VENEER REF ARCH REQUIRED SLAB-ON-GRADE SLAB&SHEATHING, /, REINF LAP REF PLAN �,4.ONLY REQUIRED AT SHEAR WALLS REF PLAN (1)#4 CONT AT TOP ENGINEERSA PT 2x SILL PL,ANCHOR BOLT SIZE& 1: 3" LONG BARS REF PLAN MAIN OFFICE: SPACING REF PLAN&SHEAR WALL �► CONC SLAB-ON-GRADE REF / / 1/4"GALVANIZED PLATE WASHER 1'-6" 2x"H" 6969 SW HAMPTON ST SCHEDULE(SILL PL IN CONTACT W/ TYP WALL FOOTING / PORTLAND,OREGON 97223 CONCRETE TO BE PT) I PLANS FOR ADDITIONAL \ 0 -\ irMINIMUM \ (503)624-7005 INFORMATION 7A �y'"`�""",�„� ' . i SHEAR WALL PLATE WASHER OPTION A \ /\ \ /\ BEND OFFICE: EDGE NAILING REF SHEAR WALL „_ V-0” /,/,�f//// _ • _ 745 NW MT WASHINGTON DR SCHEDULE STAGGER NAILINGati WWF REF PLAN $5.1 SCALE'3 - + » \\\\\\ ./..,' \ PT 3x4 CONT SUITEN4REGt3N 97701 " SCALE: 0 , » C R BOLT DIAMETER 3/'!6x1 3/4"LONG f ��f� // 8" UNDER JOISTS = froelicti-engineers.com DIAGONALLY SLOTTED HOLE HOLE \ #4 HORJZ @ 12"OC F.. I ., CENTERED IN PL x / JOB# 16-TWO Q., r I . 2 (1)#4 CONT AT TOP CLR �"`"•. ~� " ..r,r 4161k Za mo i,�� .f.._.,_�_ .,� ,� „� a0 #4 CONT -- - "-”-` 0 4P'''^ NOTE: ¢ #4 DOWEL @ 24"00 I-JOIST, _ IF STEM WALL HEIGHT -_ " 1.CONTRACTOR MAY USE PLATE M (ALT HOOKS) 12" �--#4 VERTS @ REF PLAN -� U CTU 4 IS GREATER THAN 2'-6" - III 6 WASHER OPTION A OR B / 24"OC \ ---'� ¢c D 'RUFF ? ADD ADDITIONAL#4 �� \;/ IIIII 2.PLATE WASHER MUST BE HOT DIPPED = •» »H" TYP WALL FOOTING 5<' ti`GINE' ss/ M HQRtZ @ 12"OC ��/�`'r A. .� \ GALVANIZED Co / REINF LAP REF PLAN Gz 'Q `-° Zl/:0 „�r ��r#�: 3.STANDARD CUT WASHER REQUIRED » �'` 15` Z ' `/ 11114iiiv3" BETWEEN PLATE WASHER&NUT 3"CLR , _ / 1-0 LONG BARS TO r� j ! 4.ONLY REQUIRED AT SHEAR WALLS \ no no "'* MIN MATCH LONG ' -� �\' �tulr �r� ter...,-..�-r.'!_• ' c. FOOTING BARS �.,.EGON 1-0 3"CLR \ \--L.,. \.3"CLR 21 NOTE: ��- ../" `i`IP. �� 1 FOUNDATION DRAIN REF GEOTECHir " / �i" 1/4"GALVANIZED REF PLAN FOR DON NOT ANY CE NDI FOOTINGS S '1 14 • PL WASHER FOOTING SIZE&REINF' UNDER CONDITIONS.' DCI'' #4_1 DOWELS @ 24" REF PLAN FOR I EXPIRES: 12/907-p ` 8 ` » OC(ALT HOOKS) '� SIZE&REINF / BETWEEN PROVIDE PL WASHER&NUTANDARD CUT 4 EXTERIOR WALL AT FOUNDATION -AT DOORWAY 8 PERIMETER WALL TO FOUNDATION - BRICK VENEER 78 SHEAR WALL PLATE WASHER- OPTION B 55.1 SCALE: 1"=V-0" 1 STEPPED FOOTING 16-T100 SCALE: 1"= 1'-0" SCALE:3"= 1'-0" SCALE: 1"= 1'-0" S5.1 16-7100 �' 5�1 16-7100 �5.� 16-T100 CENTER LINE OF WALL AND FOOTING • HOEDOWN REF PLAN& • HOLDOWN SCHEDULE NOTE: y WALL,REF PLANCRIPPLE STUD(S)REF PLAN FOR WELDED WIRE FABRIC CONCRETE SLAB ON GRADE REF PLANS 2x STUD WALL • OVERLAP ONE MESH FOR ADDITIONAL INFORMATION PT SILL PL 5I REF PLAN SPACING AT SPLICES-TYP REF 8155.1 (ELEVATED SLAB OVER PT PLYWOOD -, PER PLAN AT SIM CONDITION) OPENING REF PLAN JOINT 111111111.2.1.11 CL CONTROL" 1/8" " 2" hit #4 CONT 2 FROM TOP v,—,-------.»--�---ry-----�-.�w--��---,—„—,,.-.�..-,- x 1 1/2 SAW JOINT. SAW AS SOON AS REF PLAN FOR REINF INFORMATION CUT (1)#4 CONT Fillw CLR r CONC WILL SUPPORT WEIGHT OF MACHINE EVERY OTHER WIRE REFPENDICULAR AT TOP ”" SHEAR WALL SHEATHING E— ..".. sml 1/2"AIR GAP SLAB& STAGGER SHEAR WALL EDGE WITHOUT MARRING THE SURFACE. FILL JOINT TO JOINT PRIOR TO CONCRETE Z I 0.148"x 3"NAILS SHEATHING, REF PLAN&SHEAR WALL NAILING BETWEEN DBL STUDS WITH JOINT FILLER. APPLY ACCORDING TO PLACEMENT a EXTERIOR ©6"OC REF PLAN ! SCHEDULE (MAY REQ'D ON MANUFACTURER'S RECOMMENDATIONS � W SLAB-ON-GRADE 1411""*""-I / 112 MAX BOTH SIDES OF WALL) USE THE GREATER OF THE KING \1 i/2" W 2 z. A » \ ' " WALL STUDS SHEATHING TYP '� CLR �,► 5 � •1 •! •t •t •� •t 00 i WALL 7STUDS OR THE HOEDOWN POST \ L� 4 AP �0 ' \ROCK REF GEOTECH .�� / Ill > REF PLAN j ,� .. ��, J CONTROL JOINT ! ,,,,, \RECOMMENDATION 0 W L7 �r ,�, p5AHOLDOWN AT SHEAR WALL Q ��% re .//moi,/\�!%Tr / ' _`, / //� »_ ,_ " \/\\\/\�\\ g^ WALL SHEATHING / JSGALE: 1 -1 0 CL CONSTRUCTION 16-7100 JOINTfli /;\\` /\\f\1 / . GARAGE FLOOR JOIST REF REF PLAN 101100.-""11111111M111111 CONCRETE SLAB ON GRADE-REF �, co f' PLAN WITH{2}0.148x3"TOE PL WASHER 1001 ► PLANS CONCRETE SLAB ON FOR CX n a a PT 1 3/4x11 7/8 LSL RIM JOIST NAILS TO THE SILL PL AlREF 7155.1 ! HOLDOWN REF PLAN& ADDITIONAL INFO 1/2"DIA,x 36"SMOOTH DOWEL @ 24"OC W/5/8"DIA BOLTS @ 36"OC I \ 1/2"MAXa HOLDOWN SCHEDULE CRIPPLE STUD(S)REF > ( ) GREASE OR WRAP ONE END OF EACH Cl) ,,.� I FROM WALL % / U j PLAN&BEAM SCHEDULE REF SLAB FOR REINF INFO DOWEL .,.J ' ' SHEATHING TYP A NIUMING 3x SILL PL I 2x STUD WALL I""'" #4 HORIZ @ 12"OC " 1r-0" '�� ! REF PLAN muimmimpaim \1 1/2"CLR u�'i 0 = Q lx Lu 6 PT 3x4 CONT z �_ MFOUNDATION 111111EL _ _ _._. o�� UNDER OSTS �� REFPLANOR ( OPENING REF PLAN W o p }� 1a,00 0./IrM/ SCHEDULE0. '3"C.R Illk to #4 DOWELS@ 24" ANCWOR BOLT _,,,....,-.., ,...,,_,..,,... .,.,.,,_.v_ 1\ �1 er 1�, re LU ai > OC(ALT HOOKS) REF PLAN $ SHEAR WALL SHEATHING REF STAGGER SHEAR WALL EDGE 1 6" 6" ¢ m < ailitriftwe .. IIIII MI PLAN&SHEAR WALL SCHEDULENAILING TO HOEDOWN POST / / / w I— m #4 CONT (MAY REQ'D ON BOTH SIDES OF NOTE: \ A WALL) CONTRACTOR MAY USE EITHER CONSTRUCTION JOINT 3"CLR / / #4 VERTS @ A-A CONTROL JOINTS OR CONSTRUCTION REF PLAN FOR/ FOOTING SIZE&REINF/ USE 24"OC POST OR THE EATER OF THE KING JONTS AT LOCATIONS INDICATED ON HOLDOWN POST PLANS. PERMIT ISSUE 9 JOIST TO EXTERIOR WALL AT GARAGE 7C ANCHOR BOLT PLACEMENT - SINGLE SIDES SHEAR WALLS 513\ HOEDOWN AT SHEAR WALL 2 SLAB JOINTS s5.1„) SCALE: 1"= 11-0" SCALE:3"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"=1'-0" 16-T100 S5.1 64100 55. 16-1100 SS. 16-1100 O < REV DATE ISSUE TITLE re F'- w co - CONTRACTOR OPTION: -- - REPLACE CAST-IN AB W/EITHER: - 5/8"DIA A307 THREADED ROD EPDXY EMBED EDGE OF ROUGH OPENING I. 6"MIN W/SIMPSON SET-XP EPDXY. OR CORNER OF BUILDING I . SHEAR WALL-REF SHEAR WALL ---4' SCHEDULE FOR MORE INFO I • PROJECT MANAGER: CN DESIGNER: YS EDGE NAILING-REF SHEAR HOLDOWN POST REF--7 PT SILL PL,ANCHOR BOLT SIZE(OR WALL SCHEDULE STAGGER Pt, HOLDOWN SCHEDULE POST REF HOLDOWN SCHEDULE DRAWN BY: CAD-3 SIMPSON MASA)&SPACING REF PLAN NAILING SHEAR WALL PROJECT NO: 16-T100 &SHEAR WALL SCHEDULE(SILL PL IN � � r SHEATHING EDGE NAILING REF SHEAR 0.148x3" NAILS @ 4"OC CONTACT W/CONCRETE TO BE PT) A I WALL SCHEDULE . DATE: 01/12/2017 HOLDOWN REF _ HOLDOWN SCHEDULE .� EDGE OF CONC SCALE: AS SHOWN WALL STUDS ".ailr"... I' ' ' A it , REF PLAN lii P 5"MIN isr1� i 1 \c WALL III I PL WASHER REF Oa SHEAR WALL REF PLANS CL SHEATHNG p, 7/S5.1 ALTERNATE0► ALTERNATE ,I I I REF PLAN �� AS SHOWNANCHOR HOEDOWN AND SILL ,", 4 i T TOP iWillog-Wri_iiimm...._ / BOLTS AS ANCHORS REF SHEAR `� ,-C1-, HOEDOWN REF PLAN &SCHEDULE USE ADDITIONAL STUD AS REQ'D -, (1}#4 CONT A 3x SILL PL SHOWN WALL SCHEDULE GREATER OF THE(2}HOEDOWNS} ' -REF NOTE 22 P L EX BUILDING z 1/2"MAX ,., (ANCHOR BOLTS OR `�� J • CONT REINF FROM WALL FOUNDATION MASA)-\------1 (SEE PLAN) bo SHEATHING TYP �� REF PLAN '� BLK'G FOR GYP BOARD hi., , s NOT SHOWN AM a IF STEM WALL HEIGHT IS ' I SHEET TITLE: GREATER THAN 2'-6" SEE PLAN ANCHOR BOLT �lM 1/2"MAX r, ! SHEAR WALL ADD ADDIT€OVAL#4 '� .... s \ REF PLAN OR SCHEDULE 11111.1 FROM WALL REF PLANS FCSUNDA 1 ION HORIZ @ 12 OC , `/� / /x., , \ SHEATHING TYPoffI HOEDOWN BOLT TO BE PLACED 5 MIN #4x�dwELs @ 36"OCDL »NOTE: DETAILS A D I T I O A D A S R E I R D 8„ (ALT HOOKS) SEE PLAN FOR FROM EDGE OF CONCRETE. ADD / SIZE&REINF / / 3"CLR �� , 4` FASTEN TO DBL S2x HOLDOWN OST WI `'`--PROVIDE AN ADDITIONAL FOUNDATION 0.148x3"NAILS @ 4"OC STAGGERED WALL DOWEL ADJACENT TO HOLDOWN SHEET NUMBER: 10 INTERIOR SHEAR WALL AT CRAWL SPACE 7D ANCHOR BOLT PLACEMENT - DOUBLE SIDED SHEAR WALLS (-6---'. 1 TYPICAL SHEAR WALL & HOEDOWN AT FOUNDATION 3 HOEDOWN AT ADJOINING SHEAR WALL SCALE: 1"=1'-0" SCALE:3"= 1'-a" SCALE.- 1"=1'-0" SCALE: 1"= 1'-0" S5.1�/ 16-T100 55.1 16-7100 SS.� 16-71x0 $5.1 16-T100 S5 • CL OF PARTY WALL&FOOTING SHEAR WALL REF CONTRACTOR OPTION: PLAN&SHEAR WALL REPLACE CAST-IN AB WI EITHER: PARTY WALL _ -1:=s%--',.- 4111 . SCHEDULE 5/8"DIA A307 THREADED ROD EPDXY EMBED FLASHING BY OTHERS REF ARCH 6"MIN WI SIMPSON SET-XP EPDXY. WALL SHEATHIN _ - REF PLAN GARAGE SLAB&SHEATHING, WALL SHEATHING REF ,� SILL PL REF 8/55. . PLAN&WALL SCHEDULE G .„ REF PLAN SLOPED SOIL PER 2x6 STUDS @ 16"OC FLOOR EDGE NAILING GEOTECH 0.148x3"NAILS @ 4" 2x STUDS @ 16"OC o AIR GAP (�` REQUIREMENTS SIMPSON LTP4 REF SHEAR OC TO BLKG(AT #4�fA�P O V II 1 1t2" WALL SHEATHING TO WALL SCHEDULE SIM) 96 N G i IU T R SA „i CLR /\/ �i PT SILL PL,ANCHOR BOLT SIZE& MAIN OFFICE: �f,,�Il j r ,/\/\\�\ BRACE THE STUDS PT 2x6 SILL PL W/5/8"DIAf r�r.�` /\//\// /s/ BOLTS @ 48"OG SPACING REF PLAN&SHEAR WALL y 6969 SW HAMPTON ST \ \ T/ �, SCHEDULE(S[LL PL IN CONTACT y (03)624-7005 PORTLANDREGpN 97223 /\\//\ \� , b6 „._,_., , , „ ; ,-�„� � �� W/CONCRETE TO BE PT} ��'? BEND OFFICE: plim //� FREE DRAINING � � � ,►�N � 745 NW MT WASHINGTON DR a SUITE#205 \\/\\ GRANULAR MAIL �\ /s.,/ C BEND,OREGON 97701 A .t. 6" N ' CONTRACTOR OPTION: troeiich-engineers.com / MIN. REPLACE CAST-IN AB W/EITHER: • JOB# 16-1100 #4 @ 12"0C �// 5/8"DIA A307 THREADED ROD EPDXY EMBED HORIZ REINF 4"DIA PERF FOUNDATION (1)#4 CONT AT TOP I ;f i .^�- ►4 6"MIN W/SIMPSON SET-XP EPDXY. CONT REINF(REF PLAN) DRAIN SET IN FREE z ' ' 1,1C!�(,J VERT REINF , 1 3/4"x11 7/8"LSL RIM W/0.148x3" I~ I-JOIST REF PLAN I 10" 'S � P C1'X44 = DRAINING GRAVEL FILL • CONT REINF REF G GEOTECH (SEE PLAN) oo TOE-NAILS @ 8"OC&SIMPSON REF ARCH NOTE: ZLTP4 AS REQ'D TO DBL TOP PL . O 4<%c.' , j Tw CONSTRUCTION IREQUIREMELS FOR INTS TO � �- (REF SHEAR WALL SCHEDULE) TIONAL � r 4r� ��1�� `.� IF STEM WALL HEIGHT IS MAINTAIN REQ'D FIRE RATING. 1`.REF PLAN r GREATER THAN 2'-6" SEE PLAN ,�,,,"_o ilw QOWEL VERT REINF INTO • ADD ADDITIONAL#4 • •.�.. .. .. .. • \ WALL SHEATHING CONT DBL TOP PL, REF DETAIL '4•..... \ ,..� EGON •OTING AS SHOWN MATCH , ., �, ITH VERTS BARS SPACING {/`J%\jj HORIZ @ 12"QC REF PLAN 3/56.1 FOR SPLICE CONN .� G`EGON (TYP LAP 48 BAR DIA MIN) a Y\\: HEEL REINF " /i / ',` ,V/`` "\/,\ti/ '\\/\/may/\ �,P..v&Z}, �(P\ 17 • :.c #4x DOWELS 36 OC 2x STUD WALL f @ '�? SOIL GRADE-\\_. , @ #4x L°WELS 24 OC 3 GLR P t 0` /,�, 8" (ALT HOOKS) / SEE PLAN FOR / 8 �,, 1 /!/• SIZE&REINF 3"CLR " (ALT HOOKS} REF PLAN F � z �` • -" ~`#sr \\: re ,f / NOTE: SIZE&REINF EXPIRES: ! 1 J!'� -1. �c AT SIMILAR,WALL DOES NOT / • • \ OCCUR ABOVE FLOOR. NIi - - \ LONG REINF 17 INTERIOR BEARING WALL AT CRAWL SPACE '-------------(1)-#4 I SCALE:i"=r-d^ 14 GARAGE WALLS AT FOUNDATION 11 PARTY WALL AT CRAWL SPACE 3"CLR CONT SS•2 16-1100 SCALE: 1"= 1-0" SCALE: 1"= 1'-0" S5...2./3^CLR 3"CLR S5.2 16-T100 S5. 16-T100 / Lt Tw CONTRACTOR OPTION: Lf NOTE: REPLACE CAST-IN AB W/EITHER: REF ARCH DETAILS FOR ADDITIONAL 5/8"DIA A307 THREADED ROD EPDXY EMBED CONTRACTOR OPTION: CONSTRUCTION REQUIREMENTS TO 6"MIN W/SIMPSON SET-XP EPDXY. FLUSHING BY OTHERS REPLACE CAST-IN AB W/EITHER: MAINTAIN REQ'D FIRE RATING. 5/8"DIA SIMPSON STRONG-BOLT 2 WEDGE 1/2"DIA A307 THREADED ROD EPDXY EMBED ANCHOR,EMBEDDED 5"MIN. GARAGE SLAB&SHEATHING, 6"MIN W/SIMPSON SET XP EPDXY. RETAINING WALL SCHEDULE 1/2"DIA SIMPSON STRONG-BOLT 2 WEDGE i CL OF PARTY WALL&FOOTING REF PLAN ANCHOR,EMBEDDED 5"MIN. DIMENSIONS WALL REINF FOOTING REINF l a Hw Hf Tw Lt Lf VERT HEEL LONG PARTY WALL SIMPSON LTP4 REF SHEAR 0.148x3"NAILS @ 4" 2 z �.... OC TO BLKG(AT w ARCH WALL SCHEDULE SIM) u-516,1"- REF 4'-0" 12" _ 8" 9" 2'-3" #4 @ 18"OC #4 @ 12" (3)#4 CONT NOTE: ,�j� Z WALL SHEATHING REF , .`� AT NON SHEAR WALLS-TYP3"SQ WASHER NOT ED ""'� W 6'-0" 12" 8" 9" 3'-9" #4 @ 12"OC #4©12" (4)#4 CONT PLAN&WALL SCHEDULE l � __4______ l W 2 TT IMIMIN iiiifii.ir CL. 12" 8" 1'-d" 5'-0" #5 @ 12"OC #5 @ 12" (6}#4 CONT ; 0 AIR GAP .,N.,...y.".w...,, .,WO.��, , .."..4...,.,r��„ �,...,�.".,,,, t 2x STUDS @ 16"00---.„,,,,, 0 0 REF ARCH 1 PLANI W Q 0 10'-0" 15" 10" 2'-0" 7'-6" #5 @ 6"OC #5 @ 6" (8)#4 CONT 2x STUDS REF J PT SILL PL,ANCHOR BOLT SIZE& 2x PT SILL PL W/1/2"DIA AB WALL FINISH c SPACING REF PLAN &SHEAR WALL--\\11 0 T .111411111111 SCHEDULE{SILL PL IN CONTACT (7"EMBED)@ 48"OC(SILL REF ARCH � W 111111111141111116 rim MIIMINIIIIIMIIIIIIIIIIMIN CONCRETE TO BE PT} W o 0 8 0 PL IN CONTACT W/ 0 co W/CONCRETE TO BE PT) 20 RETAINING WALL AT BASEMENT y REINF REF PLAN "`_ � SLAB ON GRADE REF ceW �►•,�/ PLAN-NO SLAB AT SIM O T O 55.2 SCALE: 1"= 1`-0" z -� z w 1 3I4"x11 7/8"LSL BLK'G W/0.148x3" 0 16-T1d0 , - TOE-NAILS @ 8"OC&SIMPSON yO .i._ w � ci\ LTP4 AS REQ'D TO DBL TOP PL }� oftirn O T ¢ O SHEAR WALL REF w I I I I ! I I I 1 L w z PLAN&SHEAR WALL ca 3 — (REF SHEAR WALL SCHEDULE) co SCHEDULE z =1 1 1 114 . ce • (-I =I 11=7 f —i f ,=7 t I 111=111=_ - W"�,, ° o CO I- U 2 (II = WALL SHEATHING ! CONT DBL TOP PL,REF DETAIL -r 2 =I • I=I —11 I- > a5 2 W w WATER PROOFING O\ 1 'I 3156.1 • FOR SPLICE CONN I I{{ ¢ 4 M 3"CLR REF PLAN c7 2 3 x10 RIP TO FIT PT O 3"CLR 1 3"CLR w F ,.- CO SILL PL CONT REINF REF SCHEDULE 2x STUD WALL 3"CLR SHEAR WALL EDGE NAILING FLOOR TOPPING REF PLAN FOR REINF REF PLAN CONT REINF REF SCHEDULE REINF REF PLAN ' REF PLAN FOOTING SIZE&REINF/ NOTE: REF PLAN FOR -/ ' NS44101 FLOOR SHEATHING AT SIMILAR,WALL DOES NOT FOOTING SIZE&REINF EXTERIOR ,,, REF PLAN °°cuRABovE FLOOR. PERMIT ISSUE SLAB-0N-GRADE ;'i►- (NO SLAB AT SIM) � � • . :., Yv;:-r,_ . f>.fr_..:>. ` ' , •�� 1$ PARTY WALL AT FOUNDATION "i5 1 SHEAR WALLS AT GARAGE 2 INTERIOR BEARING WALL AT FOUNDATION I 'I li SCALE: 1"= 1'-0" SCALE: 1"= 1-0" I SCALE: 1"= 1'-0" 2" 55.2 16-7100 55.2 / 16-1100 5.2) 1 tits - HOLDOWN PER PLAN.PROVIDE REV DATE ISSUE TITLE CLR v THREADED ROD&SIMP CNW COUPLER TO MATCH HOLDOWN MP"' ( ANCHOR DIAMETER - - CONTRACTOR OPTION: t #4 @ 12"OC REPLACE CAST-IN AB W/EITHER: - HORIZ REINF I-JOIST, REF PLAN ,+ --�- POST REF PLAN (MAY RUN AT EITHER 5/8"DIA A307 THREADED ROD EPDXY EMBED REINF • DIRECTION) 6"MIN W/SIMPSON SET-XP EPDXY. SHEAR WALL REF PLAN .41440_ VERT5/8"DIA SIMPSON STRONG-BOLT 2 WEDGE ' ,r- 'y Jr / / / / 5/8" ----IV--- - ANCHOR, EMBEDDED 5"MIN. AND SHEAR WALL SIMPSON STRONG-BOLT 2 WEDGE DIA FLOOR JOIST REF SCHEDULE FOR MORE FREE DRAINING PLAN&SIMPSON INFO. ANCHOR(5"MIN EMBED)OR CAST-IN PROJECT MANAGER: CN GRANULAR MAT'L #5 @ 6"OC • ITS HANGER i ANCHOR BOLT(7"MIN EMBED) DESIGNER; YS VERT REINF �``-r,, t., SHEAR WALL-REF SHEAR WALL 2x WOOD WALL "'"-sk---7-" SCHEDULE FOR MORE INFO �.— \ .\ •F7-,i. (2)43 TIES AT TOP&#3 DRAWN BY: CAD-3 REF PLAN AND N\ 1 e TIES @ 12"OC AT REST OF 1 1/2" ARCH BRICK VENEER ..,4.,,, '„_., PIER PROJECT NO: 16-T100 CLR EDGE NAILING-REF SHEAR FLOOR JOIST PER PLAN s PT SILL PL,ANCHOR BOLT SIZE(OR a REF ARCH DATE: 01/12/2017 %� SIMPSON MASA)&SPACING REF PLAN WALL SCHEDULE STAGGER EDGE NAILING MAY RUN AT BOTH �� NAILING SIDES AND DIRECTIONS X = �� 12"x12"xHEIGHT AS REQUIRED SCALE: AS SHOWN #6 xLD°WELS @ 6"OC 8" &SHEAR WALL SCHEDULE(SILL PL IN 00, c) ICONTACT W/CONCRETE TO BE PT) SLAB ON GRADE REF PLAN nom. 4 (CAST tN PLACE CONCRETE) 4"DIA PERF FND DRAIN 10" / ! P.T.Zx SILL PL WITH 518"DEA(5" 9SET IN FREE DRAINING 1" REINF REF PLAN 8 ¢ i EMBED)A.BOLTS @ 48"OC(MIN.) ;' is w '`'" - y EXTERIOR PAVEMENT GRAVEL FILL AIR SLAB LA GRADE i /� 6GAP REF PLAN0.\ li 1� t REF CIVIL HEELni) 1 REINF i',\•161. • 1 L w z f -I I I I I I1al • 't [ ; t---- /4 _ 22 PLEX BUILDING \�� . ,,� I I / z ua. {IIS;lii=11 iii=ii111= _I I-1--III I=1 =1{I- v - !! a,r_ -�,,,,r \ 00\ 1 —�3 3"CLR Z ROUGHENED SURFACE \ SHEET TITLE: to;" • • CONT REINF REF SCHEDULE 3"CLR � {4}#4 x--�--..._ z REINF REF PLAN m DowELS $�, �`-----�--_. .., g F O U N DAT I U N (9)#5 LONG REINFAd T REF PLAN FOR FOOTING SIZE&REINFf ��- it (1}#5 CONT " DETAILS 3"CLR \ \ 1. 3"CLR 3"CLR/ / / / 3"CLR - 2'-6" REF PLAN FOR SIZE&REINF SEE PLAN FOR / / ({ SIZE&REINF. 8'-0" X SHEET NUMBER: 21 TYPICAL RETAINING WALL (WITH SLAB) ni9INTERIOR SHEAR WALL AT FOUNDATION 16 EXTENDED THREADED ROD AT MAIN LEVEL HOEDOWNS 13 EXTERIOR POST 55 2SCALE: !"= 1"-0" • SCALE: 1"= 1.0" 55.2 scALE: 1°= 1'•0" SCALE: 1"=11-0" 16-1100 16-1100 16-1100 55�2 16-1100 FLASHING BY OTHERS --Ar3 x10 RIP TO FIT PT .s'` SILL PL 4 - GARAGE SLAB&SHEATHING, _ 3 .\ REF PLAN #4's 12"OC EACH WAY AT TOP AND 11/16"x3"SLOTTED HOLES-LOCATE 0.148x3"NAILS @ 4" OC TO BLKG AT � 9" BOLTS IN FRONT OF THE HOLES AS --•-.•■ co •, it # ... #5 @ OC EACH WAY AT BOTTOM a� SIM) �.�� SHOWN-FINGER TIGHTEN NUTS& � f p? � "��` DEFORM THREADS p DRAIN MATERIAL REF-I ♦ ♦ ♦ 1EXTERIOR ARCH AND CIVIL rl ` ` SLAB-ON-GRADE EL� I- Hv . ELEVATED SLAB � ' .� , 4 ...' „ CLR ENGINESREA #5 @ 24"OC(CENTER I t• -_/ __ +� r MAIN OFFICE: IN WALL&ALT HOOKS ` 6969 SW HAMPTON ST IN FOOTING) 6x6 POST �j PORTLAND,OREGON 97223 SLAB-ON-GRADE BY OTHERS $2"CLR• I + (503)624-7005jr c? (2)#4 HORIZ AT TOP, BEND OFFICE: • • • . in BOT AND AT 48"OC MAX FREE DRAINING // 745 NW MT WASHINGTON DR 10" IGRANULAR MATL SUITE#205 • • r • • CONC SLAB BEND,OREGON 97701 . IL,c. 8"CMU WALL FULLY GROUTED FOIST REF PLAN #4 @ 12"OC froelich-engineers.com ""- 3"CLR. 4"DIA REFF FND DRAIN c__1__,� SIMPSON CB66 HORIZ REINF FREE DRAINING ) JOB# 16-T100 A._ GRANULAR MAIL r.....4. y`y� SET IN FREE DRAINING 3"CLR. 1__--_-_ �/i VERT REINF 1/4"x6"xCONT TEFLON STRIP 3"CONCRETE \ GRAVEL FILL _ _ ;.��,rr/k REINF REF PLAN SLAB AT ' 0 � '`�"4*.\ DOWEL VERT REINF INTO UC•• L ( FOOTING AS SHOWN MATCH ca't '. BOTTOM OF �r* /�, . Tw 4"DIA PERF FOUNDATION PROP LIDADRAIN �''� ii II WITH VERTS BARS SPACING a% A* fiA CONT L 6x6x5/16 BOLTED TO CONCRETE 1i►�ilr�+r%.:i ff` i� (TYP LAP 48 BAR DIA MIN) DRAIN SET IN FREE :GI ,I ``Pc2 WITH 5/8"DIA A.BOLTS @ 12"OC.WITH i • DRAINING GRAVEL FILLG3 SIMPSON"SET-XP"EPDXY. II ii , REF GEOTECH Lk/ 154 y. I—II IL====tt ft CC i-. PROVIDE SMOOTH TROWEL REINFORCED CONCRETE R :I��I • ' ' �!\\;, HEEL REINF —my FINISH FINISH WITH 10 MIL PLASTIC RETAINING WALL BY OTHERS .� • 'r„� ,� �', / \ \ 3 GLR SOIL GRADE +' t�\% ;* 13EGON SHEATHING ON TOP OF WALL (fc=3000 psi&8"MIN THICKNESS) 3"CLR �\ / �\/ / �i dirt \' , U0- ' ,� TO PREVENT BOND �, ".-- • / / 3 CLR • ` �'/�� It, 25 17 TO 3 CLR / / 3 CLR REF PLAN FOR ��►,,.�►,,-�,,,.�\ ' Uz DSP FOOTING SIZE&REINF • N EXPIRES: /►f 7 _„ STD 90°HOOK / EQ 4, 7 5/$" / EQ / _ k►. / / 2'-0" / II LONG REINF - - " • (1)44 CONT 30 I ELEVATED SLAB TO CIVIL RETAINING WALL 27 MASONRY RETAINING WALL AT LIDA DRAIN (-7247. 1 INTERIOR POST AT FOUNDATION 3"CLR SCALE. 1 1-0 SCALE. 1 = 1-0 SCALE: 1"- 1-0 / /3"CLR 3"CLR/ S5.3 16-7100 S5•3 16-7100 �` .f, 16-T100 Lt / Tw / (2) 16d TOENAILS AT 1 1/2"x 11 7/8"LSL BLKG EACH BLKG 44/ Lf 0.148"x 3"TOENAILS FLOOR SHEATHING REF PLAN 3 x10 RIP TO FIT PT RETAINING WALL SCHEDULE :..:......::.... ... „ ._ . WALL REINFREINF ' SILL PL111111.j11111 DIMENSIONS FOOTING 4 744 4v .4/Iv •444 U/' ' .4.)•t1 iv 4 ,44 `nr 4o :14 /%) 4-4-'i4/ Vii''do z n Hw Hf Tw Ut Lf VERT HEEL LONG 24" .�. -_ S n 24" !� 4'-O" 12" 8" 9" 2'-3" #4 @ 1$"OC #4 @ 12" (3)#4 CONT #4x @ 12"OC I-JOITS, REF PLAN CONT DBL TOP PL 6'-0" 12" 8" 9" 3'-9" #4 @ 12"OC #4 @ 12" (4)#4 CONT z I #4's c77 12"OC EACH WAY AT TOP AND LU W '� I #5 @ 9"OC EACH WAY AT BOTTOM ..,,,.- 2x6 STUDS @ 16"OC 8'-0" 12" 8" 1'-0" 5'-0" #5 @ 12"OC #5 @ 12" (6)#4 CONT e I-JOIST BLKG 1� BETWEEN JOISTS ELEVATED SLAB REF ARCH ) 44� • , , -%4 47 4,- 44, w J� 4 10'-0" 15" 8" 2'-0" T-6" #5 @ 6"OC #5 @ 6" (8)#4 CONT W CL tv BY OTHERS _ 2 CLR. p �,,.✓ 1 \ X WALL SHEATHING TO U o .»J 1' -JOIST, REF PLAN \ 2"CLR. \ BRACE THE STUDS 1/2" PLWYOOD SHEATHING : `" co x 6"x 24"LONG BETWEEN , 22 BEAM&COLUMN W/(3) 104 BEAM, REF PLAN TYPICAL RETAINING WALL w 10" PT 2x6 SILL PL W/5/8"DIA 0 co NAILS AT EACH ONE i CONC SLAB _ - N... BOLTS @ 48"OC 55.3 SCALE:6T 1"= 1'-0" D c O 8 I COLUMN, REF PLAN LU 3"C R. THICK CONCRETE WALL WITH Z '- w i Z W CONT• PT 2x4 SILL PL W 5/8" " C FOOTING, REF PLAN N .I d Q #4 @ 12"OC EACH WAY LL O >. DIA(6"EMBED)A.BOLTS @ 3 CLR O sr.• CONT FOOTING 48"OC r 36" W a o REF PLAN \N. • ' • ' #5x 36" @ 12"OC Q • • 12) • \//\` / /3"CLR 2\��'Ne? immor r— .rt LCF: t— \ 3"CLR REF PLAN FOR �/X �/ / /3"CLR " /. j` / FOOTING SIZE&REINF / / FOOTNGSIZE&REF PLAN FOR PERMIT ISSUE 31 FLOOR JOIST AT DROPPED BEAM 25.-.\\ ELEVATED SLAB AT CONCRETE WALL 25 EXTENDED THREADED ROD AT MAIN LEVEL HOEDOWNS SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 5.3 16-T100 S5•3} 16-1100 S5.3 16-7100 REV DATE ISSUE TITLE FLASHING BY OTHERS GARAGE SLAB&SHEATHING, WALL SHEATHING -------- 0.148"x 3"TOENAILS REF PLAN @6 6""OC - ' GARAGE SLAB&SHEATHING, REF PLAN REF PLAN FLOOR EDGE NAILING I I /L / I I , ALIGN 2x STUD W/CRIPPLE DOUBLE 2x TOP PL. STUD BELOW P izz ,44 ,ii o. ,„ d, l0 444 0, z 41 4 4a 40 444 40 4i4 r44 .04 444 4T'. n — IT I I PLYWOOD SSHTG TO BE(1) P' THICK CONCRETE WALL WITH 1 2x STUDS SOLID PIECE ON THE SIDE #4 @ 12"OC EACH WAY 'S. c,, @ 16"O.C. SHAPED AS SHOWN&EDGE 4' PROJECT MANAGER: CN 1- g I I NAILED TO DBL TOP PL& g k "�— SIMPSON A35 @ TOP&BOT • BEAM DESIGNER: YS I I I I I I I ,,,,_ L N OF BEAM T UDS ASEOSHOWN E DRAWN BY: CAD-3 Z DOWEL VERTICAL WALL O S REINF INTO FOOTING Q 40 '.`. ii 'iv" .4,, ? .w `a "`o, ,,, ,/k:ri/ii4J k44,' 7.424,4,4 .ao 2.w Sri it ALTERNATE HOOKS) I :� �• SIMPSON G514 STRAPS FROM O ( ) B M PER PLAN , o o a a e a CRIPPLE STUD TO HEADER& PROJECT NO: 16-7100 I I-JOIST BLKG I 4 Z ♦ t STUD ABOVE.FRONT'&BACK 1 BETWEEN JOISTS I DATE: 01/12/2017 S. � i� BY OTHERS CRIPPLE STUD/POST • PER BEAM SCHED SIMPSON MST37.CENTERED ON SCALE: AS SHOWN c`ryI� SHTG&NAILING KING STUD PER PLAN �' EXTERIOR SLAB&FOUNDATION .• BEAM&4x BLOCKING • 1/2"PLWYQOD SHEATHING ! -JOIST,REF PLAN ABOVE OPENING �¢ SLAB-ON-GRADEAil REF PLANS M PLYWOOD SHEATHING ♦ e x 6"x 24"LONG BETWEEN SAME AS SHEAR fFirBEAM&COLUMN W/(3)10d I BEAM, REF PLAN @ o TO BE ONE SOLID WALLS THE SIDE , NAILS AT EACH ONE I "- PCE.W/NO SPLICES 1 3/4"x11 7/8"LSL RIM W/0.148x3" I-JOIST REF PLAN ! SEE SHEAR WALL 43, �ti � � � Ri �POST PER PLAN&OWN COLUMN, REF PLAN SCHED.FOR NAIL TOE-NAILS @ 8 OC&SIMPSON i .�•�� `i�` ,�►il►•�1►+�►+`i• SPACING LTP4 @ 48"OC _ 'A o. ..e�:4�:�I1 IP, . �� e 2 TYP z �_ ^., ;. ;., �., ;.. -,�- " 'v� HOEDOWN SCHEDULE 22 PLEX BUILDING M r 8" ---CONC.STEM WALL -0-- CONT. PT 2x4 SILL PL W 5/8". t - - PT SILL PL W/(2)518"DIA (INCREASE HEIGHT I I I ANCHOR BOLTS MIN. DIA(6"EMBED)A.BOLTS @ AS REQUIRED) #4 HORIZ.@ 12"0.0 W/(2) WALL SHEATHING CONT DBL TOP PL, REF DETAIL 48"OC I I I BARS @ TOP OF WALL AS REF PLAN 3/S6.1 FOR SPLICE CONN S. ,, ...A + 1 •\5 CONT RFEOOPT G \ FTG.PER PLAN TURN DOWN SLAB •fi'"" ""I"- -' _ SHOWN �, --� \� EDGE PER PLAN 1 1 r SHEET TITLE: 2x STUD WALL KEYED /3» I I 141 #4x LOWELS @.12"O.C. FOUNDATIOIV(CR ROUGHENED) CL, _ k--— f- — — 8 • 3" (2)#4 DOWELS EACH END DETAILS JOINT / REF PLAN FOR / \ CLR 'It _ OF BIER SIZE&REINFORCING \/i\V . /.3"CLR 'i\\/k/'/ / REF PLAN FOR FOOTING SIZE&REIN( - 23 STEM WALL AT GARAGE (WALL LENGTH < 2'-0") SHEET NUMBER: 32 FLOOR FRAMING AT STEP 29 CONCRETE WALL TO FOUNDATION 26 GARAGE JOIST AT BEAM SCALE:3/4"=1'-(}" SCALE: 1"= 1'-0" SCALE: 1"=1'-0" SCALE: 1"= 1'-0" 55.3 16-7100 - 55.3 16-1100 55.3 16-7100 s5.3 16-7100 _ S5 • 3 NOTE: DOUBLE TOP PL MINIMUM DIMENSION OF SHEATHING SHALL BE 24". ,- A '_,y,. e ,e---- -"=-4,„ 2x STUD WALL(IF OCCURS) 2x SOLE PL W/0.148x3"@ 6" ,,petk --- - 41:1 OC UNO&SIMPSON LTP4 AS '--' ' -, .4,•,,,, ,,,, „afp_I-7.,, -17---11 -: 41121:c llf... REQ'D TO RIM JOIST(REF ';'"'r*'''' H LI 11 1.1 WALL SHEATHING 2x STUD WALL SHEAR WALL SCHEDULE) NOTE: U I • FROELICH REF ARCH 0,148 x 3"NAILS @ ! 0.148 x 3"NAILS @ 4"OC TO BLKG TYPICAL HEADER BEARING CONDITION PANEL JOINTS TO BE CENTERED Il [I 1.1 . EDGE NAILING 4"OC TO BLKG(AT ! W/(1)CRIPPLE MAX&(1)KING STUD ON STUD(OR 3x STUD-REF U,4, ENGINEERSX FLOOR SHEATHING SIM) I FLOOR TOPPING REF PLAN NEED NOT COMPLY WITH THIS DETAIL. SHEAR WALL SCHEDULE) U 11 I I . MAIN OFFICE: REF PLAN FLOOR TOPPING WALL SHEATHING REF PLAN . 2x BLOCKING AT PANEL 6969 SW HAMPTON ST REF PLAN &SHEAR WALL SCHEDULE I I POST OR DBL STUD ABOVE , U . EDGES REF SHEAR PORTLAND,OREGON 97223 (503)624-7005 ';VS . ); ->;"4-./ ' FLOOR SHEATHING REF PLAN` '/.2'., ' ''' ' -' •..-i'"='"-V.'s • -ir-- WALL SCHEDULE BEND OFFICE: ilii 11.11 1 1 11 LI I H U 11 H 745 NW MT WASHINGTON DR SUITE#205 I-JOIST BLOCKING L 1 1.27.>-.."h..-Wil I I Pia iim mu i rem wito se et a 1 m gims I • I I ii U 11 II All EDGE NAILING BEND,OREGON 97701 (g)48" OC(AT SIM) 1 3/4"RIM JOIST W/0.148x3" ii!!'4111111,AMW/41 IIMAINPO2*,,Mir/NIAVAIIIIII Alimmip 4111.11%1111110/411111W/INIMillt 111111,111,14:1111,411011741.1111MMIKZ;110M00;411•9/4111V/(411;11r4W:100 1.1 H • TOENAILS @ 8"OC&SIMPSON 11111111•111111111111 Ilia IIIIIIIII....ir SHEAR PANEL REF froeilch-engineers.com II I LUI illr : SHEAR WALL SCHEDULE JOB# 164100 LTP4 AS REQD TO DBL TOP PL i I-JOIST BLOCKING @ 48" OC (REF SHEAR WALL SCHEDULE) ! I , _><I I-JOIST REF ! 11 1 ill :VIEDIKCATFIELDL: FGRAINEDcuT WAU_(MA'TCH WIDTH OF POST ABOVEL 1 I 1.1 I I U 11 U I lir I - •• . a STUD WALL REF PLAN _7/Z4 \ \\:\_. CONT I JOIST BLK'G(USE NH-JOISTS-REFPPLLAANN(AT SIM) I fria WAIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIII Fa Ekiry, CONTINUOUS RIM JOIST I rA, ,, H U H 1 . S-C9'.UCTti 1.--. 1-JOIST REF PLAN 1100-=-41I *-N. FIELD NAILING e,R\V-I PROpe c 1 3/4"LSL BLKG AT 2ND STAIR AT SIM CONDITION i°1111111-1-1. 1111111 FLOOR FRAMING)/ I ( 48 x 3"NAILS 1 ia^ I U WEB STIFFENER : N-FLOOR JOIST BEYOND HOLDOWN&HOLDOWN Q.' 1547 -0- . FROM JOIST BLISG END TO I I 11 U I I.1 "P. POST REF SHEAR WALL _,_____ iliow WHERE REQ'D ! ' i BL TOP PL-REF DETAIL I POST OR DBL STUD BELOW EDGE NAILING I I 11 U 11 II • . SCHEDULE I 3/56.1 FOR SPLICE CONN I.1 Ilialr ----..... ,„-- „,•• JOISTS BEAR ON&SPLICE 0.148 x 3"TOE NAILS 1 1/2" 1 I (MATCH SIZE UNO)ALIGNED , H U 11 H " 24"MIN SHEATHING Yip 0' CON OVER WALL,TYP ,-_ FROM JOIST END TO TOP I 2x STUD WALL W/POST ABOVE It li 44111144‘Ni. ......11, ......u._...... *_ .t.i......_14.... _ ' WIDTH-TYPICAL TYPICAL q 1›- PL's 1 • • • ...•••• Y25 '0 V• WALL FINISH REF ARCH CONT DBL TOP PL TYP I, 16"MIN-TYP / , SILL PL (ANCHORAGE 4112 DS0 2x STUD WALL REF SHEAR WALL PFITTEIT-1771-1 _ SCHEDULE/NOTES) .. _ 10 FLOOR JOIST TO BEARING WALL 7 FLOOR JOIST TO WALL 4 CONTINUOUS POST LOAD PATH 1 SHEAR WALL ELEVATION S6.1) SCALE: 1"= V-0" 16-T100 S6,1) ... . " SCALE:1"-1-0 16-T100 S6.1 SCALE: 1"=V-0" 16-T100 S6.1 SCALE:3/8"= V-0" 16-T100 NOTE: NOTE: REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. . ..e....„.„.„----CONT DBL TOP PL AIR GAP,REF ARCH I I. I , 1 FILLER STUDS AS REQ'D 3"@ 4"OC UNO Oppir- SHEAR WALL SHEATHING 148x AS REQ'D REF PLAN ...,---- POST OR DOUBLE STUDS AT EACH END OF - ..--..-------- Emma WALL ABOVE SOLE PL W/0.148x3"@ 6"OC UNO , 'oil GYP REF ARCH SHEAR WALL, REF PLANS&HOLDOWN AS OCCURS SCHEDULE [222><:::1 i HEADER-TYP < BEAM,REF PLAN FOR SIZE ON SHEAR WALL SCHEDULE TO 0 HDR IF OCCURS - W RIM FLOOR SHEATHING - - EA SIDE W 2 SOLE PL IN ARCH SIMPSON A35 CLIP AT LTP4 CLIP 4 - _ .... , DRAWINGS SPACING IN PLACE OF LTP4 CLIPS W FLOOR JOIST(JOISTS MAY • 2x KING AND(2)2x FLOOR SHEATHING FLOOR TOPPING REF PLAN REF SHEAR WALL SCHEDULE(48" , 0 ,--FLOOR TOPPING REF PLANLI /7c) HCDRRIPPLE TO SUPPORT RUN IN EITHER DIRECTION) 0 REF PLAN ! OC MAX UNO) , 4RAPIMPS,01:1EFFIOPLLADC:8,N 110.- ;X:i""..;-,);;-s,,,, 4,'1".:,..72-' „A,.. .,,:-,,,, -4;'i .,- ' ilIF /7,7111,- ,;" ...c-, '`,,,, Ai- A''',i%)'/;;.>'.1 z/1 t„, .0.?,',,b, HOLDOWN SCHEDULE \ 117/1111PAIIMPW/AWAIIIIIMIIIIIMIIIIMIIIIMIIINIMINIMIIIMIIIMIWAIIIIF SIMPSONELT HANGER BETWEEN LOWER HDR - MECHANICAL UNIT 0 > ,- 4/ .e 'Y; A'../Ge/1/)//..0' AND CRIPPLE A0114. Ail -4- - OPENING AS OCCURS C t E 5 W WINDOW TRIMS-NOT C2I 0 5.2 5 - - 2x KING AND 2x CRIPPLE <> WEB STIFFENER .‹> g) < 1.11.111111M1111111.111111111111111111111.1111111.11111111.111 BEARING (2)0.148x3" FACE---'- - cm _ _ 0 - 0 TO SUPPORT 2x SILL PL 1 1 1 rt LU >- CI) z 'e-›, S WHERE REQ'D k4 N NAAITLSBu@aL1T6u"OPCST-UTYDSP - - ....77771._ 2x SILL , - .,,----------- -2x SUDS @IS*00 z cti. : 1 1...,I <> i / WEB STIFFENER I ' -I-JOISTS,REF PLAN I-JOISTS, REF PLAN-- 7.21, '110-2.1111_ 0 , N\N--1 3/4"LSL RIM BOARD -1 -i- ‹C 0 11110.--- -41111_ RIM JOIST AT OPENING ir ://>,--- it 0 22 lil ili 0 ;Ft) 6 (IF REQUIRED)BY lig D 0 2x SILL PL(USE 2-2x6 WHEN W L>j ...,- v- 12 JOIST MANUF SIMPSON TOP FLANGE (2)0.148 x 3"TOE NAILS 1 1/2" UJ ° 03 MECHANICAL UNIT OCCURS ..... N..."--2x SILL HANGER BY JOIST FROM JOIST END TO TOP PL's WALL SHEATHING REF SHEARW (42 Lu 1- 1UNDER THE WINDOW) STUDS BELOW MANUFACTURER WALL SCHEDULE FOR INFOSTUDS(TYAPB)OVE, EDGE NAILING 0 III DBLiDP POST ss POST TOP00RRPDLORUDOUBLEEBFLDOUBLE S6.1 REF PLANS&HOLDOWN SCHEDULE NOTE: 2x STUD WALL AT SIMILAR,BEAM IS DEEPER THAN FLOOR JOISTS. PERMIT ISSUE 11)1 FLOOR JOISTS TO BEAM 8 FLOOR JOIST TO PARTY WALL 5 HOLDOWN STRAP - UPPER WALL TO LOWER WALL 2 *N\\, 'TYPICAL HDR CONSTRUCTION - 3 BAYS & 101-On TOTAL LENGTH MAX SCALE: 1"= 1-0" 16-T100 S6.1 uz:31"= 1,-0. 6.1 ni.iii.(.)1.= lca. S6.1 SCALE:318"= 1-0" 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. - _ SOLE PL W/0.148x3"@ 6"OC UNO 2x SOLE PL W/0.148x3"@ 6" 4'-0"MINIMUM 2x SOLE PL WI 0.148x3"@ 6"OC ON SHEAR WALL SCHEDULE TO OC UNO&SIMPSON LTP4 AS / _ W/(12)-0.148x3"NAILS AS SHOWN(EQ SPACED) _ CORRIDOR UNIT /RIM REQ'D TO RIM JOIST(REF f PROJECT MANAGER: CN SIMPSON A35 CLIP AT LTP4 CLIP - - WALL SHEATHING 2x STUD WALL SHEAR WALL SCHEDULE) L I _ REF PLAN 1 1 L. SPACING IN PLACE OF LTP4 CLIPS I - ........._+______ FLOOR EDGE NAILING DESIGNER: YS REF SHEAR WALL SCHEDULE(48" I I 1 1 I I I -1 FLOOR TOPPING REF PLAN '''s• CONT DBL FLOOR TOPPING REF PLAN 00 MAX UNO) SHEATHING EDGE I DRAWN BY: CAD-3 SIMPSON A35 CLIP AT LTP4 CLIP o WALL SHEATHING REF PLAN& I TOP PL NAILING SPACING IN PLACE OF LTP4 CLIPS SHEAR WALL SCHEDULE FLOOR SHEATHING REF PLAN PROJECT NO: 16-T100 FLOOR TOPPING, : / //FLOOR SHEATHING REF PLAN I FLOOR SHEATHING, REF SHEAR WALL SCHEDULE(48" REF PLAN I DATE: 01/12/2017 REF PLAN 00 MAX UNO) I , I I-JOIST REF PLAN . • , , . SCALE: AS SHOWN JOIST, . - . - '.• - • ono swaisl " " " "' 4/ " ''''; "2 /7 "7)- " '"--(17 " AT SIts/1 CONDITION; 1 N"--2x STUDS . N, Ns. •sx.',1 t,%. •,\_ in . N, t, .,...a.,.. JOIST MAY RUN OTHER lift...!^-_-.1 "-.1\r".. '\ ''' ± ---Ar` REF PLAN *411 i . k - '$• Ad DIRECTION.USE 1 3/4x11 7/8" 1 3/4"RIM JOIST W/0.148x3" lir,XIIIIIIIMIIIIIMIIIII/MIW//4111111124111,7411111Z46111111141/411111MW//JEW Al ii111111111111111111111111111111111.111111111.11111111111111 LSL RIM INSTEAD OF LSL BLK'G (LTRTOEREF4NSAAHSI LERSAER@DW.8D*ATOLDLC SCHEDULE) FLOOR SIMPSONETDOUPLREL) DBL TOP PL SPLICE - NAILED ; I .....____________________- -WEB BY yJOISTSTIFFENERmANuF 1 11‘111111 22 PLEX BUILDING i 7/ FLOOR JOIST,REF PLAN-V 11_1 AS REQUIRED &SIMPSON HU HANGER ' .<-) 1><I\-1-JOIST, / ' 11-4"MIN REF PLAN 1 3/4"x11 7/8"LSL BLKG W/0.148x3" /--------------11"). A \ TOE-NAILS @ 8"OC&SIMPSON LTP4 AS REQ'D TO DBL TOP PL \_-_-I-JOIST REF PLAN STAR AT SIM ILWAr-Lillk 11111111111.111111.11111111111111WEB STIFFENER BY JOIST MANUF 1---- -.,.. f TOP PLATE SPLICE LESS THAN 41-0" 7/-00.D14s8TxA3"GNGAEILRSEg 8" (2)-0.148 x 3"NAILS 1 1/2" (TYP) 1 3/4 x 11 7/8"LSL CONT RIM W/ I-JOIST BLK'G @48" (REF SHEAR WALL SCHEDULE) CONDITION 1 N + 0.148x3"TOE-NAILS @ 8"00& 0 OC W/0.148 x 3" FROM JOIST END TO TOP PL .o7 I r .- SHEET TITLE: (2)-0.148 x 3"NAILS 1 1/2" SIMPSON LTP4 AS REQ'D TO DBL NAILS @ 4"OC TO I FROM JOIST END TO TOP PL TOP PL(REF SHEAR WALL i BLIVG WALL SHEATHING o CONT DBL TOP PL,REF DETAIL ------...___ _ FRAMING DETAILS SCHEDULE) P EDGE NAILING REF PLAN ...4-4---- 3/S6.1 FOR SPLICE CONN I ! CONT DBL TOP PL-REF DETAIL 3/S6.1 FOR SPLICE CONN SIMPSON MSTA30 CONT DBL TOP PL,REF DETAIL2x STUD WALL I STRAP CENTERED 0..... s`''-WALL SHEATHING, 2x STUD WALL 3156.1 FOR SPLICE CONN.,.. ON ALL DBL TOP PL o REF PLAN NOTE: SPLICES (TOP& 2x STUD WALL, o AT SIMILAR,WALL DOES NOT \\...BOTTOM PLATES) REF PLAN _.........4.____.4_ OCCUR ABOVE FLOOR. -4- -\r- -i\r-- -/V-- 2x STUDS SHEET NUMBER: 12 CORRIDOR JOIST TO SHEAR WALL 9 FLOOR JOISTS AT WALL AT SHEAR WALLS 6 FLOOR JOIST TO WALL 3 DOUBLE TOP PLATE SPLICE -STRAP S6 S6.1 SCALE: 1"=1'-0" .1) TgAto1"7.-1'''O" S6.1 S CALE: 1"=1V * 1 S6 -0" SCALE: 1"= -0" _ 16-T100 6-T100 . 16-T100 . - S6 . 11 WALL SHEATHING -\\,_____Ar____ - . NOTE: -,-., NOTE: 0.131 x 2 1/2"@ 6"OC NOTE: ,, SEE DTL 6/S6.1 OR 7/S61 SEE DETAILS 6/S6.1 &7/S6.1 FOR FOR REMAINING INFO SEE ARCH DETAILS FOR ADDITIONAL - - ki 1 t-r, , . -• WALL SHEATHING,--.. TYPICAL JOIST CONNECTIONS. 2x10 BLKG BETWEEN CONSTRUCTION REQUIREMENTS TO REF PLAN&SHEAR ----#V-- laFLOOR TOPPING, 2x STUD WALL-\_:\r,_ 2x SOLE PL W/0.148x3"@ 6"OC UNO TRUSSES W/0.148x3"@ 6" TO EA STUD 4°1 UNIT MAINTAIN REQUIRED FIRE RATING CORRIDOR FROELICH WALL SCHEDULE FB&LE ASOI Mom RPuSTN000:OPL TNI TOPPING, 4H@RE AE4RF8"pv vOL AACLNLMIN TH OE D QC TO BLKG&(2)0.1470: 2x6 CONT BLKG WALL FINISH, REF ARCH- --%/..-- REF PLAN , FLOOR SHEATHING,REF PLAN too oENGINEERSA MAIN OFFICE: /FLOOR SHEATHING, .- 6969 SW HAMPTON ST REF PLAN 1 ROOF TRUSSES, TJI BLKG W/ 2x DECKING OR DECK WALL SHEATHING, PORTLAND,OREGON 97223 STEP,REF 0 o I-JOIST BLOCKING©48"OC REF PLAN ' (3)0.148 x 3" (603)624-7005 SHEATHING,REF PLAN ARCH Ak _.‘14, ;; :-.;:'j:4:4./..'1.; REF PLAN&SHEAR-\\\ WALL SCHEDULE \ . .,. . , 0.148 x. 3, ."NAILS @ 4"OC ROOF SHEATHING FLOOR SHEATHING, REF PLAN NAILS @ 48"OC 2x STUD WALL BEND OFFICE: 745 NVt,MT WASHINGTON DR + ) ( o PER PLAN W/0.131 x 2 la"NAILS @ 6"OC SIMPSON HANGER FLOOR TOPPING, FLOOR SHEATHING, REF PLAN ji-FLOOR TOPPING, SUITE#205 BEND,OREGON 97701 /REF PLAN REF PIAN froelich-englneers.com BEAM,REF PLAN-,.. IN.. JOU 16-T100 I-JOIST, 0.131 x 2 1/2"@ 6"OC TO BLKG ,,,,,,, t=- \ --,.- -z-_. i i .,4a. 4.- .,.. . z,,, ..) „...k ,, 4). 0.00000- ,...v"------REF PLAN /to . or ow 0001 11;I I Vir . ..011,3Cilfiti4 S BEAM,REF PLAN 5 N-I-JOIST,REF PLAN g 0/0/ , ' 1 . ,,10 PROP4. .. .. ED ____-___LA 0., tov'' of, II JOIST RUNS AT OTHER fi 1 ‹ea'Rx 0 co'S.'' ...t4GINIk4 tT>0 A I . DIRECTION AT SIM CX1 FLOOR JOIST, REF PLAN -0- SIDING, REF ARCH CONT DBL TOP PL, .411111, , ,............ / (1., 1547 .N4 'N FOR REF DETAIL 3/S6.1 1 3/4"LSL CONT RIM W/ g 1 --"4-4-'. , 4mor, &SIMPSON HU HANGER 77 LSL RIM RIM JOIST a FOR SPLICE CONN 0.148x3"TOE-NAILS @ 8ft QC re.----. . allirAilir. 5 (2)-0.148 x 3"NAILS 1 1/2"FROM X 1 ---- a &SIMPSON LTP4 @ 48"OC I-JOIST, a JOIST END TO TOP PL CONT DEL TOP PL TYP - s* 107.- EGON --- 400....#7'P t/&<y Aqc3\ e STUD WALL MIN TO DBL TOP PL UNO ON / \ I 4 REF PLAN 1 3/4"x 11 7/8 LSL CONT RIM 2x SOLID BLKG SHEAR WALL SCHEDULE CONT DEL TOP PL TYP - --1 JOIST WI 0.148x3" -"b), 25 4;Z•- ... ----.*""------.."---2x STUD WALL TOE NAILS @ 8"00(2-1 "749Z M.0 - NOTE: a POST&BEAM AT I SIMPSON H1 AT EACH TRUSS DBL TOP PL ---0-- - ALL DECK HANGERS, NAILS, -"..----- ---2x STUD WALL SIM CONDITION i 3/4x11 718 LSL BEAM AT SIM „ , _.L......,v_____ CONDITION) EXPIRES: I V/7 SCREWS,CLIPS&FASTENERS ARE WALL SHEATHING, i _ . DBL TOP PL TO BE HOT DIPPED GALVANIZED. REF PLAN ...1-it- ;- ------,,,, _ _ 22 DECK JOIST AT WALL 19 CANTILEVER W/ FLOOR JOIST PARALLEL TO WALL 16 LOWER ROOF TO WALL 13 CORRIDOR JOIST TO BEARING WALL S6.2 SCALE: 1"=1-0" SCALE: 1"= 16-T100 DECK RAILINGS&GUARDRAIL S6.2 1-0" 164100 - - S6V SCALE: 1" 1'-O"1-" 1.o*- S6.2 SCALE: 1"=1-0" 16-1100 1.....:00.,OST CONNECTIONS BY OTHERS 111111.1111111111111111111111111 • DEL JOIST AT EACH GUARDRAIL POST BEAM OR JOIST W/0148 x 3 WALL SHEATHING,REF PLAN NAIL FLOOR SHEATHING TO . " NOTE: NAIL FLOOR SHEATHING TO NAILS @ 6"OC UNO ON PLANS SEE DETAIL 6/S6.1 FOR TYPICAL BEAM OR JOIST W/0.148 x 3" &SHEAR WALL SCHEDULE STRAP REF PLAN-CENTERED. JOIST CONNECTIONS. NAILS @ 6"OC UNO ON PLANS PLAN VIEW A-A f 2x DECKING OR DECK USE 0.148x3"NAILS EVERY OTHER HOLES AT RIM OR LSL FLOOR TOPPING, ! SHEATHING,REF PLAN BLKG REF PLAN I FLOOR TOPPING, aPLAN Cf) 1"-- Ti- DECK REF RAILINGS& 0 FLOOR TOPPING PER PLAN 1 FLOOR TOPPING, Z IL POST REF PLAN < fit". 1 A CGQANRNDECTIONS BY a 1 REF PLAN BEAM OR JOIST, LU RIM BEAM REF PLAN W 2 /FLOOR SHWHING, 1 FLOOR SHEATHING, A / REF PLAN OTHERS A REF PLAN STEP PER , 1 REF PLAN Ci- ARCH 1 I 0 --;- ;., - .:..-.....:::...,..-:..--,;:,.. ...,,...vi.f ! 0 *9 -J II' „, „ .„, 4, „ o •imii om.41 il•--- ow 1771 - -M,,,A I . 1111.111111111 / .01- Irrommummunimmi SIMPSON STRAP, 4" re 44.I. LU 111111,WPME • --> REF PLAN TO BEAM <> Co Irliww LLI W Wow 0 0 0 0 LSL BLKJG I . 1 -......- ce N. CI) - - REF PLAN STRUT,REF PLAN - AUILIN11111111111111011111111111.1111 4111110. ........._ 0 PT BEAM, REF PLAN" DBL TOP PL,REF-' " ' 1 3/4"LSL RIM ilt,-- IJ REF PLAN F"." 2 DETAIL 3/S6.1 FOR I----i"N DBL TOP PL, REF Cl)/ / Z U.I Lii . -. , ce PT DECK JOIST,REF PLAN 2x PT LEDGER W/(2) SPLICE... "' ! I-JOIST,REF PLAN WITH DETAIL 3/86,1 FOR ft ri..) 0 1 H i SIMPSON LUS28 f SIMPSON SDS 1/4x3 I SIMPSON LUS HANGERS _ >" 2 2 1/2"SCREWS© 16"OC 2x STUD WALL I '-ii HANGER,TYP CONT DBL TOP PL, INTO RIM JOIST @ 16"OC I 2x STUD WALL ,... rx W () t ,j 5 N-POST, REF DETAIL 3/S6.1 . . < LSL RIM JOIST a CONT DBL TOP PL,REF DETAIL REF PLAN I FOR SPLICE CONN @ 16 NOC \\*POST, 3/56.1 FOR SPLICE CONN 2x STUD WALL REF PLAN i NOTE: / - ALL DECK HANGERS,NAILS, 2x STUD WALL / SCREWS,CLIPS&FASTENERS ARE TO BE HOT DIPPED GALVANIZED. PERMIT ISSUE NOTE: SEE DETAILS 6/S6.1 &7/S6.1 FOR TYPICAL JOIST CONNECTIONS. 23 DECK JOIST TO WALL 20 BEAM DRAG STRUT TO WALL 1.7. FLOOR FRAMING DETAIL AT BEAM04 BEAM DRAG STRUT TO WALL 1 6.2 SCALE: 1"= -0" 1" 16-T100 S6.2 SCALE: = 1-0" 1 16-T100 S6.2 SCALE: 1"= -0" 16-T100 S6.2 SCALE: 1"= 1-0" 16-T100 - REV DATE ISSUE TITLE _ --0----- 2x WALL,REF PLAN • -- WALL SHEATHING,REF PLAN - . ____ 2x SILL PL,REF SHEAR WALL a • oWALL SHEATHING,REF PLAN . - SCHEDULE FOR ATTACHMENT a FLASHING BY OTHERS ...___.0._..__ PIAN FLOOR SHEATHING& • BEAM PER 2x BLKG a 2x BLKG W/0.148x3"@6"OC PROJECT MANAGER: CN TOPPING REF PLAN ELEVATED CONC. BETWEEN STUDS a SUsS,REF PLANS DESIGNER: YS ROOF SHEATHING, ',.; 'Y';',--; ;;;'--;, ;•)--_,',2; ---- -) `;;- E:IN\ - *4 \ ,.., ...9, - ,,, ,,,,, -....0, , i ....UNIT_7 2x4 BLKG BETWEEN • STUDS AT HANGERS FLOOR TOPPING, t ip.N._ I '\ N, --.‘. REF PLAN • SIMPSON H1 AT EACH TRUSS ,2x FLA,T DECKING DRAWN BY: CAD-3 PROJECT NO: 16-1100 DATE: 01/12/2017 • : In; SIMPSON HU •r- '• // - UNIT-7\ REF PLAN X_ X L. . . \`). SCALE: AS SHOWN • CORRIDOR JOISTS, REF PLAN 111 HANGER FLOOR SHEATHING, a o 0 It, 2x BLKG . REF PLAN WI SIMPSON HU HANGER A. Ikli o ° a - 3 1/2 x 11 7/8 GL a . X SHEAR WALL EDGE NAILING SI . - ---.... - ,, ., ,,, ..), ,,, „../-,.. ,,,,./ , , , I-JOISTS \/ - BEAM,REF PLAN-...Wii ' \-- 22 PLEX BUILDING 1 x 1 • ....Z / , L./ \ I 6x6 POST&WITH/ 5 1/2x18"GL RIM BEAM 1 FS RI MoPmS Oa EN ABmC TP00 pS oT sCTA P 2x12 LEDGER W/(3)ROWS W/1/4"x 3 1/2"SDS SCREVVS CORRIDOR WALL,--/ CONT DBL TOP PL____""/„-- ----+-- ../. SIMPSON HUCQ410 SHEET TITLE: REF PLAN (UNO) AS SHOVVN BELOW HANGER,REF PLAN WALL SHEATHING, REF PLAN CORRIDOR ROOF BEAM AT FRAMING DETAILS / ..........\, Cs1 SIMPSON STRAP, POST, REF PLAN I-JOIST,REF PLAN SIM CONDITION ___÷....._ (JOISTS RUN OTHER . - • • . •S X --...,1 „,0 REF PLAN AS OCCURRED DIRECTION AT SIM NOTE:ALL DECK HANGERS, NAILS, . . . . . . . \ - •PLAN VIEW CONDMON) a TRUSS AND HANGER SCREWS,CLIPS&FASTENERS ARE • " • • • • . . • \ U.I BEAM REF REF PLAN BY TRUSS MANUF TO BE HOT DIPPED GALVANIZED. .• ........._Nc z.,4 c.i _ SHEET NUMBER: 24 CORRIDOR TO GARAGE 21 BEAM CONNECTION AT CORRIDORS 18 FLOOR FRAMING SECTION AT LOWER ROOF 15 DECK - UPPER POST TO LOWER POST- CORNER - ' - • STm.oi - va" • • S6.2 SCALE. 1 - 1-0 16-T100 S6.2 U_Va in= v4r S6V SCALE: 1"=1'-0" 16-T100 ', 6.2 " S6 . 2 -.. ._..__ -.._..... ._._.. -._ ..,,......_...ate, r-:-a.. ..:-.....•. .. ,t,_.._........,......._. >,. e NOTE: WALL SHEATHING MIGHT BE ON THE c OTHER SIDE OF THE WALL AT SIM 4-, CONDITION. 2x SOLE PL W/ -`.k 0.148x3"@ 6"OC k ,.` SIMPSON A35 CLIP AT LTP4 CLIP SPACING IN PLACE OF LTP4 CLIPS F R O E L I C t Il REF SHEAR WALL SCHEDULE(48" `� _IF_ OC MAX UNO) ENGINEERS11 SHEATHING MAIN OFFICE: 6969 SW HAMPTON ST 2x WALL PER PLAN EDGE NAILING PORTLAND,OREGON 97223 (503)624-7005 FLOOR TOPPING PER PLAN FLOOR TOPPING BEND OFFICE: REF PLAN 745 NW MT WASHINGTON DR FLOOR SHEATHING PER , FLOOR SHEATHING PLAN �, A PER PLAN SUITE#205 WALL SHEATHING�` I-JOIST .- BEND,OREGON 9770I PER PLAN REF PLAN A. tr `.` v� '� . --\\,_m. �'., '� \`\.:. Win,' , y R froelich-engineers.ram - . JOB# 16-T100 / /i)�sir /.� /!! .w �i..�r?r iri4>." -T fir/i /.v rir /ii /v ,iv ,(/i PIt {;T(J . FLOOR JOIST • REF PLAN JOIST. " 4q4 PER PLAN& _ 0 GIN :'1. cS' SIMPSON HU WEB STIFF BY JOIST MANUF AS REQ'D �� /p HANGER 4 I� SIMPSON TOP FLANGE 15472 37 L FLOOR JOIST 1 3/4"LSL CONT RIM W/0.148x3" I HANGER, REF JOIST cC PER PLAN TOE-NAILS @ 8"OC&SIMPSON LTP4 AS I SCHEDULE AllrA>!+ BEAM PER PLAN REQ'D TO DBL TOP PL(SEE SHEAR WALL 0O'"EGON SCHEDULE) 1 ' +f),25 �q�''�� CONT DBL TOP PL-REF DETAIL I EXPIRES: I V90 7 3/S6.1 FOR SPLICE CONN - WALL SHEATHING PER PLAN 2x STUD WALL PER PLAN I 28 CORRIDOR AND FLOOR JOIST TO BEAM 25 CORRIDOR JOISTS TO WALL \ ,,6.3} 16-T1001"_1'-0" S6.3 SC16-TAL100E: 1"= 1'-0" NOTE: ANY OTHER HOLE SIZE OR �� LOCATIONS MUST BE APPROVED 2x WALL PER PLAN BY ENGINEER OF RECORD FLOOR TOPPING PER PLAN7 I- FLOOR SHEATHING PER " PLAN WALL SHEATHING , W PER PLAN 2x HOLE DIA W 2 >-„5--../„?r is m of , is ;„ „: .6, „ , „ , , A it ; A ; iv ; ••,, -i>i `n/ rrr rc .X ,, . 1/3 DEPTH 40. 1Y 8 0 o JOIST, REF PLAN n CORRIDOR JOIST, w • REF PLAN 1/3 SPAN MIN .1/3 SPAN MIN J z 0 - / / / —/ 0. �. w Lu ce BEAM REF PLAN 1 314"LSL CONT RIM W/0.148x3" ti. (9 I a 0 TOE-NAILS @ 8"OC&SIMPSON LTP4 AS iI 1 0 tf z EDGE NAILING a REQ'D TO DBL TOP PL(SEE SHEAR WALL ALLOWABLE ZONES FOR W W O ( °t-° 12 SCHEDULE) SINGLE 2"DIA HOLE / U5 ci w > CONT DBL TOP PL-REF DETAIL (MULTIPLE HOLES REQUIRE ��// c� < ,,, 3/56.1 FOR SPLICE CONN VA-- PRIOR ENGINEER REVIEW) –�-- Et w t= r"'– m WALL SHEATHING PER PLAN--- a 2x STUD WALL PER PLAN PERMIT ISSUE 26 ALLOWABLE GL BEAM HOLE LOCATIONS - TYP AS REQ'D 29 CANT. JOIST TO WALL S6.3 SCALE:3/8"= 1'-0" 16-T100 - SS6.3 SCALE: 1"= 1-0" 16-T100 REV DATE ISSUE TITLE 2x6 c©x 16"OC STUD WALL PROJECT MANAGER: CN CONT DBL TOP PL 7/16"APA RATED DESIGNER: YS SHEATHING W/(2)0.148x3" '•'' NAILS EACH 2x90 DRAWN BY: CAD-3 .r I 111 PROJECT NO: 16-T100 _ or I' N _ 2x10 RIM JOISTS WITH DATE: 01/12/2017 0 .�" 1f SIMPSON HGA10 @ a 1_ SIMPSON A35ce ; 24"OC TO DBL TOP PL SCALE: AS SHOWN u.w \ 111.11 tx ! j� SIMPSON LTP4 AT 24"OC (2)2x6 KINGS I CONT DBL TOP PL 2x10 JOISTS @ 16"OC WITH ISIMPSON CS16x AS SHOWN HU210 HANGER TO RIM ; 2x6 @ 12"OC STUD WALLS P LEX BUILDING •� STRAP FROM(2)2x6 I GARAGE DOOR '� CRIPPLES TO DBL TOP PL/ :,�� HEADER, REF PLAN SIN SHEET TITLE: (2)2x6 CRIPPLES 1 \ Y FRAMING DETAILS BEAM,REF PLAN '. SHEET NUMBER: 30 GARAGE DOOR HEADER CONNECTION j 2j WALL FRAMING AT STEP \,! .63 SCALE: 1"=1'-0" g / SCALE: 1"='i'-0" _ . 16-T100 �S6• ,•� 16-T100 • py _ _ ,,,, , NOTE: ' -- - REF DETAIL 2/S7.1 FOR BUILT-OUTS _ _ 0.131 x21/2"© GABLE END TRUSS CONNECTION NOTE: X � �- - . 2x6 oUTLOC7KE� TO PERIMETER WALL. REF DETAIL 2/57.1 FOR BUILT-OUT �¢, p. GABLE END TRUSS CONNECTIONo- �. FLAT©24"OC TO PERIMETER WALL. - ,u - - - ,,, - 2x BLKG W/0.162 x 3 "- -", z 0.131x 21/2"@ 2x BLOCKING (MATCH FROELICH ki,, r 0 1/2"TOE-NAILS @6"OC " II gg p DEPTH OF TRUSS TOP ,,. 2x6 OUTLOO24" CHORD)W/(4)-0.131 x 2 6969 SW HAMPTON T TO TRUSS ROOF STEP OL ROOF SHEATHING DRAG TRUSS REF PIAN MEMBER 24"OC REF PLAN 1/2"NAILS ROOF SHEATHING „/ MAIN OFFICE: S / 1 ! / /"�+^ PORTLAND,OREGON 97223 EDGE NAILING (2)0.148 X 3"NAILS fm y z .�_ �n _ ,>, „, ,,, , .. .. .0„.„, . 1 .,, 4 2x SHAPED BLOCKING AT 0.131 x 21/2"NAILS'@ 6"OC(EDGE NAILING) /''/' (503)624-7005 0.131 x 2 1/2"@ FROM TRUSS TO / �yRIDGE 2 0.148 x3" 4"OC TO � BLK'G ` �� ,�r�" �• .- � � � BLOCKING EACH SAYE EDGE NAILING /„/" � BEND OFFICE: O " ry _,,,.r' , 1 " ) ir ROOF SHEATHING 2x SOLID BLOCKING 745€0 :z:: 0N DR 10C---,'''''''4". / (2)0.148 x 3 / MANUFACTURED 2 08 x 3"NAILS PRE MANUFACTURED ' T,/ BE1 TRUSS TO � ll � `�' , ' ...,,,,,,e- { } NAILS FROM ,..• i1' 2x6 TOP CHORD LET-IN FROM TRUSS TOA ROOF TRUSSES �'' �„ BLKG �: TRUSS TO „Woof 2x6 OUTLOOKER BLKG ,� $LK'G .•'� \°` /''"�1 �� froetich-englneers.com y-- 2x4 KICKER @ r„i"''" „�, //''/„ �� JOB# 16-T100 GABLE END TRUSS W/VERTS @ Il 2x6o BLOCKING " +►'!� 48 OC NAIL �' i"�,, �" 1•-� SIMPSON H1 CLIP @ 2x4 @ 4-0 OC W/ 2 0.162 x 3 24"OC MIN PROVIDE 1/2"APA .�" �„ ( ) W/(5)-0.162 x ,r" o 48"OC{1)BAY 1/2"NAILS AT EACH KICKER IF RATED SHEATHING W/0.131 x 2 ( AT EACH TRUSS o KICKER LENGTH EXCEEDS 6'-0" 1/2"NAILS @ 6"QC EDGES& 1 31/2 TO 9 X 12"OC FIELD 1� PRE MANUF ROOF EDGE NAILING(REF SHEAR 0 CONTINUOUS DOUBLE SBLK"G -C �U �IRl` F TRUSS MANUF TO 0.131 x 2 1/2"@ 6"OC TRUSS @ 24"OC RIDGE BLKG 2x TOP PL REF 3/S6.1 E� PROF g WALL SCHEDULE) `�'�� GIN4;96k 2x6 DF#2 0 PROVIDE 2x BLKG - WALL SHEATHING i444c...1 15472 LEDGER W/(2) MEMBER FOR `,. X ROWS OF 0.162 ROOF STEP �. CEILING LINE • 1 x 31/2"NAILS @ 2x4 @ 4'-0"OC W/(2)0.162 x 3 2x STUD WALL STUDS @ 16"OC I _.; %+�""' UNLESS NOTED OTHERWISE rn •REGON 6"OC TO 2x BALLOON FRAME 1/2"NAILS AT EACH KICKER IF 0. BLKG ° END WALL TO KICKER LENGTH EXCEEDS 6'-0" "moi U1}- .0 II J`- CEILING LINE REF REF ARCH FOR MORE I -4f� 25 V.- - 3/S7.1 AT VAULTS INFORMATION 2x4 BLOCKING AT KICKER W/ ZDV. (NO WALL AT SIM) SIMPSON LU24 EA END TO TRUSS 2x4 KICKER @ 48"OC NAIL W/ EXPIRES: /2/3///7 1 (5)-0.162 x 31/2"AT TO 7-77--- '\ BLOCKING 10 STEPPED ROOF CONDITION GABLE END TRUSS AT DECK ( 4""\ ROOF TRUSS RIDGE 1 ROOF TRUSS CONNECTION TO PERIMETER WALL SCALE: 1"=1'-0" SCALE: I"= l'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" �S7•� 16-1100 S7•� 16-1100 S7•� 16-1100 S7.1 16-1100 SIMPSON LSTA18 STRAP @ 4'-O"00 TYP .,'' �,, ..,' ,. ROOF SHEATHING r,i"�'' �`"�„� REF PLAN BID ALTERNATE: ROOF EDGE i" „� EDGE NAILING(TYP) NAILINGTRUSS MANUF.PROVIDE TRUSSED OVER ni -41 �, DRAG TRUSS REF PLAN FRAMING @ 24"00 CLIPPED DIRECTLY TO i"� l 2x4 BLK'G AT KICKER MAIN ROOF TRUSSES WI SIMPSON VTCR @ 48" 2x BLOCKING �" 0.131 x21/2"@ (MATCH „�" W/(4)0.131 x 21/2" OC IN LIEU OF 2x6 OVERFRAMING&POST,&2x " DEPTH OF TRUSS TOP �" 2 0.148 x 3" SIMPSON A35 24"OC MIN UNO ON CHORD}W/(4)-0.131 x 2 I'� i" NAILS ( } @ FLAT 2x6 OUTLO K ROOF SHTH FROM THE SHEAR WALL SCHEDULE(RIM FLAT @ 24"OC REF PLAN TRUSS TO JOIST CONN TO DOUBLE TOP PL) 112"NAILS CO I- xi" rr/ ii d m BL K G m rr rr� , rz r 7J rr v or nr f!1 r/ rn d ,v i,i r. I , • ,,.. - - r - r - 4 < (2)0.148 x 3" I u2x6 OVERFRAMING POST i;� NAILS FROM f l t� 0.131 x 2112"@ 6"OC DOWN TO FRAMING BELOW V r 2 ti," TRUSS TO 2x8 FLAT W!{3}0.162 x 3 48"OC MAX W/2x4 0.131 x 2112"@ h A �' BLKG 1/2"NAILS TO EACH © 6"OC {2}0.148 x 3"NAILS__/: , I (2)0.148 x 3" V --4 ROOF SHEATHING FROM TRUSS TO NAILS FROM '9 S 2x6 KICKER @ 48" �. 0.162 x 3112" TRUSS REF PLAN 2x6 TOP CHORD LET-IN 2x6 ' BLK'G TRUSS TO J GIRDER DRAG OC Wl(4)0.162 x 3 ''" TOENAILS @ 8�� ► ..,...,...,,.......,...,....K...,,...,,_.,,...��,,_,,...,,_.. „�,��,._�,>�,_„_,,�, . A� 2x4 KICKER© BLK'G t� W _ TRUSS REF PLAN 1/2"NAILS AT TOP 1 i OC MIN as tTJ GABLE END TRUSS WI VERTS @ 24" (5}EJ.162 x 3 W `�► �� ♦ 48"OC NAIL WI A �'''1� I OC MIN PROVIDE 112"APA RATED %°11 .. Oe (k) > 2x4 @ 4'-0"OC W/ 2x BLK'G-ALIGN a_ 1 " �/ t� a o SHT'GW/0.131x21/2'NAILS@6'OC t9 m (2)-0.162 X 3 1/2" WI KICKER EDGES&12 OC FIELD BLOCKING t3 8 a_ NAILS AT EACH a� ` SIMPSON LTP4 @ 48' 1� 1 1 1 >- CO 1 KICKER KICKER IF a (2)0.162 x 3 ROOF SHEATHING REF PLAN OC MIN UNO ON PRE MANUF ROOF O J Lii O arar 1/2 SHEAR WALL TRUSS @ 24"OC try LENGTH EXCEEDS { _ z 0 �r '�' SCHEDULE RIM SIMPSON A23 .I i:: a---,./.4. TOENAILS c) p > IY Icy.- 6'4" A ) JOIST CONNECTION lj T 2x CONT FLAT TO RECEIVE LIP AT EACH �/ MANUF ROOF TRUSS& "1 f TO FLATKICKER 4 A E.L. O w I < 0 SIMPSON LTP4 SIMPSON A34 FROM Mme' �4I '"`a, 2x-TYP BRACING/POST DOWN OF TO DBL TOP PL) �f 1 1 t 1 o _ HANGER BY OTHERS (2)0.162 x 3112" {2}0.148 x 3" a OVERFRAMING(TYP}W/(2) CEILING LINE W O ROOF TRUSS a 0.162 x 3112^NAILS AT EA CO C4 @ 24"OC KICKER TO DBL TOP PL TOENAILS AT NAILS FROM -.%.,_ " o DBL TOP PLAN REF 3/S6.1 REF PLANa TRUSS ^ 2x4©4'-0 OC W/(2}0,162 x 3 < EDGE NAILING(TYP) WALL TRUSS TO j 0.131 x 21/2 @Lil E- W to BALLOON FRAME. 112"NAILS AT EACH KICKER IF � `Z Q • BLKG ala END WALL TO KICKER LENGTH EXCEEDS 6'-0" Lii WALL SHEATHING co WALL SHEATHING REF .� -a EDGE NAi F tel SHEAR WALL SCHEDULE NOTE: DOUBLE TOPPL J CEILING LINE REF REF PLAN REF ARCH DETAILS FOR ADDITIONAL REF 3/S6.1 3157.1 AT VAULTS 2x STUD WALL REF PLAN CONSTRUCTION REQUIREMENTS TO a MAINTAIN REQ'D FIRE RATING. L___A PERMIT ISSUE 1'I DRAG 1 GIRDER TRUSS TO SHEAR WALL TRUSS CONNECTION TO PARTY WALL TRUSS OVERFRAMING 2 GABLE END TRUSS CONNECTION TO PERIMETER WALL SCALE: 1"=1'-0^ SCALE: 1"=1'-O" SCALE: 1"=I'-0" SCALE: 1"=T-0" 57.1 16-1100 S7. 16-1100 S7.�1 16-1100 S7. 16-1100 REV DATE ISSUE TITLE TRUSS MANUF TO DESIGN ALL DRAG SRAP AT 36 BREAK MST STTRAP AK K STRUT TRUSSES FOR THE FOLLOWING: 1.SHEAR LOADS AS INDICATED 1414SCISSOR 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 CEILING - " CAPACITY OF TRANSFERRING SHEAR CEILING ROOF SHEATHING REF ROOF EDGE NAILING LOAD THROUGH SPLICES W , PROJECT MANAGER: CN UNE PLANS FOR DETAILS 4.EDGE NAIL SHEATHING TO DRAG -.4411W , woo: cuter. LINE LAso E / �� TRUSS � DESIGNER: YS I # „ .Y .,> >„ m ,., ,., m DRAWN BY: CAD-3 PROJECT NO: 16-1100 (2)0.148 x 3"NAILS DRAG TRUSS REF PIAN FROM TRUSS TODBL TOP DATE: 01/12/2017 BLK'GPL 4,:%. ......''''''.......„,,,,, SIMPSON STRAP REF PLAN SCALE: AS SHOWN ") ROOF SHEATHING ,/' „/' DRAG TRUSS TO /'7- "/ BEAR ON SHEAR DBL TOP PL /„/" WALL t * - 0.131 x 2112"NAILS @ /'/" 1 ! 6"OC(EDGE NAILING) ,,./"/ TRUSSES TURED 22 PLEA BUILDING 0.162 x 3 1/2" .� 2x SOLID BLOCKING /„ 1 TOE NAILS @ 8" ".�.... ,,,,/"/' ''*`� OC EQUAL EQUAL '' SIMPSON H1 CLIP # li k (2Ol48X3m / ii' AT EACH TRUSS SHEET TITLE: A ROOF FRAMING 2x BLKG @ 24"OC +R SIMPSON LTP4 @ 24" NAILS FROM SIMPSON MTS20 (ONE BAY EACH SIDE) OC MIN UNO ON THE TRUSS TO TWIST STRAP BEAM REF PLAN DETAILS SHEAR WALL SCHED BLKG s (RIM JOIST CONN TO WALL SHEATHING REF DOUBLE TOP PL) ""s"�" -i- �'"" SHEAR WALL SCHEDULE SOLE PL REF PLAN WALL STUDS 2x STUDS @ 16"OC POST REF PLAN 2x STUD WALL REF PLAN SHEET NUMBER: 12 DRAG TRUSS CONNECTION TO SHEAR WALL n 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" I SCALE: 1"= 1'-0" . SCALE: 1/2"= 1'-0" _ S7.1 16-T100 S7.'I 16-T100 S7•,y 16-T100 S7.1 16-T100 S7. U • PRE MANUF ROOF PRE MANUF ROOF -4N-t, - TRUSSES, SEE PLAN TRUSSES, SEE PLAN FOR TYPE&SPACING FOR TYPE&SPACING - TRUSS PER PLAN GIRDER/DRAG TRUSS " ~ PER PLAN _ . . ... ... .. w ... N.,,,✓' �, m L ... ... H. . ,,- F R O E L I H ,,,,,. j - r„s MAIN OFFICE: .. �,,..-. r,r 6969 SW HAMPTON ST -'”" �,,,.�" PORTLAND,OREGON 97223 ✓r, „rr, (503)624-7005 BEND OFFICE: GOVT ROOF OVERFRAMING CONT ROOF OVERFRAMING 745 NW MT WASHINGTON pR SHEATHING PER 5/S7,1 SHEATHING PER 5/S7.1 SUITE#205 BEND,OREGON 97701 2' �' froeIIch-sngine�cs.com EDGE NAIL ,,,.,;� EDGE NAIL .s:� ✓;, JOB# 16 T10a (0.131 X 2112”@VIP.-- 1. ar'"✓" 2x BLOCKING BETWEEN (0.131 X 21/2"@ i'�'',„ 2x BLOCKING BETWEEN TRUSSES 77....,), ✓,r"""•"✓„ TRUSSES WI(2)ROWS 0.148 6"OC) ✓rn✓„✓„ W/(2)ROWS 0.148 x 3”NAILS©12" r,.-'"' x 3"NAILS @ 12"00 TO ✓" OC TO GIRDER TRUSS ,a-- HA ,....- ...-'---.--*°'-' ,,/" GIRDER TRUSS ,,,�„r"''„ ''s s�Q.1.0 C T .If Fl I j . {,NDN C, urs )_ 1547 0 \-- PRE MANUF ROOF TRUSS HANGER BYPRE MANUF ROOF -- TRUSSES, SEE PLAN FOR MANUF TRUSSES, SEE PLAN FOR '"' ~ TYPE&SPACING TYPE&SPACING " ♦jEG( N s _ \2x STUD WALL / C))P, WALL SHEATHINGEXP1F?ES: by3/h 7 t PER PLAN&SHEAR WALL SCHEDULE 16 TRUSS AT WALL 13 TRUSS TO GIRDER/ DRAG TRUSS SCALE: 1”=1"-0" SCALE: = 1'-0" - - S7.2 16-1100 57.2 16-7 100 SHEAR LOAD=240 PLF -0- -0-- s VA -1\7:\ s 2x BLOCKING BETWEEN TRUSSES TO RECEIVE THE ROOF EDGE NAILING X X PRE-MANUFACTURED TRUSSES I—, I @ 24"OC ATTACH TO WALL& GIRDER TRUSS W/SIMPSON H1 A — A U) II W PLYWOOD EDGE NAILING W Arm r° ° i � Er` ' � CL ROOF SHEATHING SEE irrr✓ w PLANS 0 \- ::::::::" u) 111 rAl CD PER PLAN 11 PRE MANUF CO Ce IT! u"� 0 TRUSS BLOCKING PANELS BY ROOF TRUSS N. te TRUSS MANUF - SHEAR WALL PER >,- J p PLAN .162x31/2"@ "".J Z Q „r 8"OC p "-" LU 11-1 7 GIRDER/DRAG ✓'-'r G7 TRUSS PER PLAN „ CO T" Iti �,,,,.�"'�,r MIMI � � Q 1._ � Q (2)2x6 POST pigs . i d SHEAR WALL 1� SIMPSON H1 ANCHOR AT rt H ti coi EDGE NAILING liteI -EACH TRUSS ‘i' CONT DOUBLE TOP PL SHEATHING,SEE SHEAR I SEE DETAIL 3/S6.1 FOR WALL SCHEDULE I SPLICE 2x STUDS@16"OCTYP PERMIT ISSUE 17 DRAG / GIRDER TRUSS TO WALL (14 \ TRUSS BLOCKING TO WALL SCALE: 1"= 1`-0"` SCALE: 1"=1'-0" 57.2 16-7100 S7.2 1 16-1100 CONT DBL TOP PL / REV DATE ISSUE TITLE 2x STUD WALL PER PLAN - ' 2x4 FLAT BLKG BETWEEN STUDS CS16 x AS SHOWN 4 ROOF EDGE NAILING TO 2x CONT RIDGE BLOCKING BLOCKING BETWEEN TRUSSES FROM DBL TOP PL PER 4/S7.1 TO 2x4 FLAT BLKG SIMPSON LSTA18(4148"OC PROJECT MANAGER: CN _.se",,,,„., .* CENTERED BETWEEN TRUSSES DESIGNER:' YS CONT DBL TOP PL ��%� 1 �''v 1... DESIGNER:ROOF SHEATHING .��' 4, PER PLAN DRAWN BY: CAD-3 i _ _--- ��14'1,11,„..i., PROJECT NO: 16-T100 (•. —•n•�.--_.--:--*�--'moi-s: `��.- �.,-✓,,..:K-'�: .�:r, • -'.-._....—.7, . s • yam`` DATE: 01/12/2017 ~�,..,�� SCALE: AS SHOWN ROOF TRUSS P PER PLAN 22 PLEX BUILDING iiiiiiiill I SIMPSON H1 CUP IISHEET TITLE: AT EACH TRUSS p p 2'-0" / 4"-0'" CONT DBL TOP PL ROOF F RAM I N G STUD WALL. DETAILS PER PLAN SHEET NUMBER: 1—:1-ii" SHEARWALL CONNECTION AT DOUBLE TOP PLATE STEP /15 ROOF TRUSSES TO BEARING WALL SCALE: 1"= 1'-0" SCALE: 1"=V-0" S7.2 16-7100 57.2 16-T100 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 --- UNIT COUNT TOTAL ACCESSIBLE � TOTAL TYPE B (SEE�.00s FOR LOCATIONS) 0 -_ -� TYPE B UNITS PROVIDED /' NOTES THERE AREA TOTAL OF 141 APARTMENT UNITS Q BLDG BASEMENT FIRST FLOOR UNITS REQUIRED NOTES BLDG / UNITSBLDG 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. ,�� r��c A 0 1 1 CLUBHOUSE BUILDING A 0 1 �� / 1 2%OF UNITS ARE REQUIRED TO BE TYPE A. A p CUSTOMER COMPARTMENT REACH RANGE MUST BE ' ' / THEREFORE,3 UNITS(141 X.02)ARE REQUIRED. WITHIN 48"AND 28'AFF.SEE 4/A8.04 FOR ADD INFO. ,- ' _ B 4 4 8 B 4 3 . r 7 B 16 .. :�� .., \ / - WE HAVE DESIGNATED 4 UNITS AS TYPE A. C 2 2 4 C 1 2 / 3 C 6 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL 1 - D 0 4 \/ 4 BASEMENT LEVEL ARE GARAGES D 6 '` " D 0 4 4 BASEMENT LEVEL ARE GARAGES r\ BLDG TOTAL TYPE A UNITS PROVIDED SERVICE THAT MAILBOXES COMPLY WITH USPS E 0 7 7 BASEMENT LEVEL ARE GARAGES E 0 4 , 4 BASEMENT LEVEL ARE GARAGES E 16 REQUIREMENTS. ALL MAILBOXES SHALL BE AF F 0 7 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING F 0 7 �, N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING BASEMENT FIRST FLOOR F 16 FLORENCE 1570-16SOAP. 0 0 4 / \ N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING G 6 47,..,.* / A NO BASEMEN' 0 3. SEE SITE DEVELOPMENT SET FOR ADDITIONAL INFO. G 0 4 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING H - ; 1 // l 1 BASEMENT LEVEL IS NOT SERVED BY ACC PATH FROM PARKING - H 6 H ' = < ! - 2 2 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING J _ _ _ - = __ 3 / \ 3 BASEMENT LEVEL IS NOT SERVED BY ACC PATH FROM PARKING B 0 1 J 16 4. SEE CIVIL FOR ADA PARKING INFORMATION Otak Architects, Inc J _ '_� 4 4 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING TOTAL // \t 23 C 0 1 TOTAL 88 808 SW 3rd Ave, Suite 300 TOTAL 30 D 0 0 Portland, OR 97024 TOTAL(ADJUSTED) 30 X.75=23 25%OF SITE AREA EXCEEDS 10%SLOPE,75%OF SITE IS LESS THAN 10% E 0 0LEGEND Phone 503.287.6825 PER OSSC 1107.7.4 SLOPE.THEREFORE, A FACTOR OF.75 IS PERMITTED IN CALCULATING THE Fax 503.415.2304 TOTAL COUNT.THIS RESULTS IN 23 TYPE B UNITS BEING REQUIRED. (OSSC 1107.7.4) F 0. 0 1� 1 ACCESSIBLE PATH - G 0 0 H 0 1 River Terrace East ....._ -- ''- J 0 1 — "" — .----''f East side of SW Roy Rogers Rd., Tigard, OR 97223 s — TRASH ENCLOSURE- _ -- - - - - _ ..‘ SEE TRASH ENCLOSURE _ _ -- - `'r - ` ~ '' - �' 'f — DRAWING SET - —'-` _ _ _ �- - TRASH ENCLOSURE- - --- - _ _ - _ - _ _-_- - ----- _ " �� SEE TRASH ENCLOSURE -- �r _--�' - _- _ ---- __________________ ---------_ ------= �-- __ _ ` _ -- _ _ DRAWING SET - -_ ") / _ _ —"_ -- —--� C I -- _ _____ --______; • Q• �fV / �- I– – - ----- – – '�` ––– ––-->-_,-__– aftaillifth �Q - .4 C r_j \ -- C i r– (1 __ ..--- - V- — J / / 6 milmiwear,.' / \ �� I\ 7-1 /f t r„ 1 �� J/ J I I �I 1 /s —' GGA �� J� /1iMIFF- �' 1 42'-10112" BLC}G N IIIIII �� QP•cy -- tlitai,"• -�,• / % 1 T I C 1� 12 PLEX JPHILL �� West Hills -- E�-opMP�� N,-' ►= =j """'[ I� C I-Ir>�■-- I 1 , Development adv oscP a�� // I ��_ , lain BLDG r ., 1 YSx1E ' - // 1 I C 1 Imo_ 21 - '; 1 �tu: 735 SW 158th Ave., �'►` 5s Foy 1 I �� , PLEX $.: alll � Beaverton, OR 97006 TRASH ENCLOSURE- ,% �� ;, I i i C I I r �r=s SEE TRASH ENCLOSURE I I� I 1 1 I / / DRAWING SET f ( , 1 I I I 1 1 XVC I I f/ i '� ,. / ' 69'-011/4" I 1 /�''-� \ -'Arlp \ s/ .--_ I •.... " BLDG D C l� 1 • ► L.:„.---' .) \ �i IIIIIk _ -�� - '' 22LPL�EX �� 12 PLEX DOWNHILL I C 11111f ► I 1 `A Ai 1 �� 1 1 1 , PICNINC. rl 1 i� #;f 1 �} t - 1 COVERING -- I 1 \ _ / f `- 1 G I •. I� I _ j 1 4 }7 . ;'1.e., t..!q, 1 inam.711)1. ,y`�L ►uAt�.. 't1 i SEE CIVIL FOR � � 1 C/ f 1 :s. 1 IMEN I I, EI ' � 1 g ' 1'' I �\1 f ADA PARKING I :r _ 1 11, I DETAILS lir , , ,„, , • IIII�IIII�IIII I \ \ \ lo ///: '' // int CII , SIMM 1 �': • 1 _ � ♦/ way � I �■�I� `- c . .: '' 11 I %, P1111,__ I � I11111111: 1 ,/ s 1111111111111 IIIII _ , ��_ + , I IIIIII�IIIIeIIlI�1 1 I I 1 Mlle , _ \ , \ \\ \ ga.„, 4'- 111111111111114.1 '' 11 BLDG A ► �111111111 _ MI , _ \ \ \ /,/,,,, ,,,,,1,,,, /4, ..0". ;.P'"� �;� zr � 1 �� I,, 1111111 ,:f\ \ \ // I �! I t ,411.1 t ! C 7,,.,„,: � I1\ u'•-c, , / 1 CLUBHOUSE �� u f' �; 1chid• / ,r`= ! i 21 ALEX .. ,\�1L\1., --� #.. :, + a� ,: 1111111,„ 4 t16111111,41P / �> �� , r { : BLOW J 1 r tat• e �� .... �,,� �L I .- kie__ .:, . :�..II ( 22 P 'EXmit 1 3724 \ / 111 C "' 1 z r I - s. 11 { Gt1tii. fw1Y(.tiri75 -n 81 � p 7/2- 17is 4*. . .'`.+.', ¢a .. MAIL BOXES C U I i ` i i . " .- B IDG C PORTLAND OR \ 111101 ;ly 1 \ \ ��► " I C ] 12 PLEX UPHIL / \\ '�. ',."'.`�. ..... IN:\ A 11111111---- 1.. n . .o".�, I . P111-.,ti, C _ 1 * , . , ! C _.__�� 1 -' ' 1 �I I ' \ \ I4 , -. . " ,. � �a I C •. Imilm- I I - r■�r�r— BLDG G >' 1 �� C 1 a. \ r .. .--;--- -� . E : I ' : _ C 12 PLEX D9WNHIL 1 -�I 1 , lamto - LotV / N\ \ \ d� POOL I � I W1 11 C I �l " n • 1 _ allI / \ \ CZI c I I I -�L..I c Site Reference . / 1.11111.11.1"111111 \ !� AREA r \ \ �` 1 , ► Q „ , 11111 1� ; Imo_ • I 11111111 I C N / .�1�\ \ '. I.. f ' a * s., i�taJ�.+ f 6. 1'.z,...__.- I� I ,MIMI , C 1� 1 I �I Plan _ a / 7 \\ , pc D f a� J" _. a' 1 .. .'s,igir t 1 1lilt ) C ! Maimusualliiiiii6117) , , 41>V 44-42,N..! mom \ Wawa \ ) hi / \ \ 431.4 \ I d \\ \ \:\ \ \\ ! _ _ `IY "'t Vit_ --- `i I�— / I 4' Iti--rr...-I-1'1-1Y121.1',1_,1_,It-,1:717-1:--7:::::::1:1"141:: ! i / \,.." \ \\-\\ \\.. \ -------__________ _ / , / \ \ , .- --- ------- / \ \ \ \ \ / ` SEE CIVIL FOR CROSSWALK -' - -" - - - - - a _ TRASH ENCLOSURE7 - - ( - - - -\ \� ADA PARKING _ - PAVERS,SEE SEE TRAS�OSORE__ _- - - - } - i - DETAILS SITE DEVELOPMENT DRAWING SET - - - \ \ PACKAGE - PROPERTY LINE \ \\- -1,c i%IA \ � 1 a. \\ \\ - I I - # Date Description II \ �I \ Revisions \ in - JANUARY 12,2017 us \ \ i Date ca \ v \ - - BB,KB,SM \\ Designed By Lum \ e( \ \ I I WY,ZD,NM,NE 1e \ ` i \ 1 Drawn By BB,KJ - I____- Checked By ,- c E 17857 E - - Project Number - 0' 15' 30' 60' - e - A` SITE REFERENCE PLANEF)z rill=t iAO a 02 g A0.02 SCALE: 1"=30'-0" Sheet Number - - - Copyright 2016 4 hi If this drawing is less than 24"x 36',it has • been reduced.Scale accordingly. - - GENERAL INFORMATION ' BUILDING "EXITING"-TABLE 1021.2(1) 0 --fit 4 PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS,INC (503)287-6825 OCCUPANT LOAD EXITS REQUIRED EXITS PROPOSED .• J.-.V:Iraf _- - PROJECT DESCRIPTION:MULTIFAMILY APARTMENT COMPLEX BASEMENT 20 2 2 _ FIRST FLOOR 40 2 244:: PROJECT ADDRESS: EAST SIDE OF SW ROY ROGERS RD.,TIGARD,OR II .. SECOND FLOOR . 39 2 2 • BUILDING CODES THIRD FLOOR 39 2 2 • 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) - ICC/ANSI 117.1 2009 NOTES: Otak Architects, Inc • MECHANICAL,ELECTRICAL,PLUMBING AND ENERGY CODE • EGRESS WINDOWS ARE LOCATED AT EACH BEDROOM,SEE WINDOW SCHEDULE,A1.11. • FIRE SPRINKLER CODE-NFPA 13R • BUILDING EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM PER OSSC 903.3.1.2. 808 SW 3rd Aye, Suite 300 • EXIT ILLUMINATION&SIGNAGE PER CODE REQUIREMENTS(ELECTRICAL DESIGN BUILD) Portland, OR 97024 BUILDING "CONSTRUCTION" DATA • ONE EXIT REQUIRED FOR BASEMENT,FIRST,SECOND OR THIRD STORIES WITH A MAXIMUM 0F4 DWELLING UNITS AND 125 FEET MAXIMUM EXIT ACCESS TRAVEL DISTANCE Phone 503.287.6825 CONSTRUCTION TYPE(S)USED IN BUILDING TYPE V-B • Fax 503,415.2304 BUILDING HEIGHT(PER OSSC TABLE 503&504.2) River Terrace East V-B 6AL.0,1.-00W. ED PROPOSED52,-6. BUILDING "FIRE PDETECTIONR0viDE D AND SUPPRESSION"REQEDP • TYPOE/F CCOLAVSESIRAARGEAE S . STORIES(PER OSSC TABLE 503 W/504.2) 3 3+BASEMENT FIRE ALARM SYSTEM YES YES OSSC 907.2.9.1 - EXCEPTION#2 BUILDING "OCCUPANCY" DATA SMOKE ALARM SYSTEM YES YES-OSSC 907.2.9.2 PER OSSC 907.2.11 OCCUPANCY CLASSIFICATION GROUP(S) R-2-RESIDENTIAL East side of SW Roy s-i -STORAGE AUTOMATIC SPRINKLER SYSTEM* YES YES-OSSC 903.2.8 NFPA 13R • 8-2-GARAGES Rogers Rd., Tigard, STANDPIPE SYSTEM NO NO-OSSC 905.3.1 - OR 97223 OCCUPANCY SEPARATION R-2/S-1,R-2/S-2,S-1/S-2:1 HOUR COMMON AND VISIBLE ALARMS YES NO-OSSC 907.523A PUBLIC AREAS BUILDING AREA SUMMARY CAPABILITY TO AUDIBLE ALARMS YES-OSSC 907.5.2 THROUGHOUT , SUPPORT OCCUPANCY GROUP S-1 S-2 R-2TOTAL , - FIRE EXTINGUISHERS YES YES-OSSC 906 NOTED ON PLANS BASEMENT 786 SF 3,077 SF 3,863 SF . *EXTERIOR DECKS/BALCONIES AND STORAGE ARE NON-RATED AND SPRINKLED • FIRST FLOOR 186 SF 2,491 SF 3,077 SF 5,754 SF , SECOND FLOOR 6,148 SF 6,148 SF OCCUPANCY VENTILATION REQUIREMENTS - - THIRD FLOOR 6,137 SF 6,137 SF FLOOR AREA(SF) REQUIRED PROVIDED TOTAL 972 SF 2,491 SF 18,439 SF 21,902 SF VENTILATION AREA(SF) VENTILATION AREA(SF) - _ UNIT 1.3. 1.3-B, 1.4, 1.4-B, West Hills ALLOWABLE PER FLOOR FOR R-2 OCCUPANCY 10,349.5 SF X 3=31,048.5 SF(SEE BELOW) _ LIVING/KITCHEN/DINING 429 17.16 38.89 Development • - BEDROOM 146 5.84 15 NOTE: 735 SW 158th Ave., • ALLOWABLE AREA PER STORY W/INCREASES:Aa=At+(At x If)+(At x Is) UNIT 2.2,2.2-A,2.2-B,2.3,2.3-B Beaverton, OR 97006 At=ALLOWABLE AREA PER TABLE 503=7,000 SF If=INCREASE DUE TO FRONTAGE=((147 ft/405 ft)-0.25)(26/30)=0.098 LIVING/KITCHEN/DINING 427 17.08 46.39 • Is=INCREASE DUE TO SPRINKLERS=2 BEDROOM 128 5.12 15 MASTER BEDROOM 181 7.42 15 Aa=7,000 SF+(7,000 SF x 0.098)+(7,000 SF x 2) Aa=7,000 SF+686 SF+ 14,000 SF Aa=21,686 SF UNIT 3.1 LIVING/KITCHEN!DINING 506 20.24 56.54 FIRE RATING REQUIREMENTS FOR BUILDING ELEMENTS -TABLE 601 MASTER BEDROOM 144 5.76 15 BEDROOM#1 172 6.88 15 STRUCTURAL BEARING BEARING NONBEARING NONBEARING FLOORS ROOFS BEDROOM#2 188 7.52 15 FRAME EXTERIOR INTERIOR EXTERIOR INTERIOR • V-B NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED " FIRE RATING REQUIREMENTS FOR PARTITIONS .. FIRE WALLS(OSSC 706); N/A . FIRE BARRIERS(OSSC 707): 1 HR WHERE CONNECTING 3 STORIES OR FEWER • - - SHAFTS,EXIT ENCLOSURES,EXIT 2-HR WHERE CONNECTING 4 STORIES OR GREATER PASSAGEWAY,OCUPANCY SEPARATIONS - FIRE BARRIERS(OSSC 707): N/A NOTES: INCIDENTAL USE AREAS 1. ALL BATHROOMS ARE MECHANICALLY VENTILATED,SEE MECHANICAL DESIGN BUILDING ARE PARTITIONS(OSSC 708): 1 HR 2. REQUIRED VENTILATION AREA IS CALCULATED AT 4%OF THE FLOOR AREA. DWELLING UNIT SEPARATION, FIRE PARTITIONS(OSSC 708):CORRIDORS 1/2 HR ENERGY CODE REQUIREMENTS HORIZONTAL ASSEMBLIES(OSSC 420.3,711) 1 HR REQUIRED PROPOSED BRy.rER4 OTHER WALLS INCLUDING WALLS SUPPORTING RATED HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO MAXIMUM ALLOWABLE WINDOW AREA 30% 10% • BE RATED PER OSSC TABLE 601 &EXCEPTIONS OF OSSC 711.4. • DOORS SHALL HAVE THE FOLLOWING RATINGS: VINYL WINDOWS U s 035 U s 0.35 •'%:31:1*T11.A2-N141;713'R • • UNIT DOORS&GARAGE DOORS IN CORRIDOR-20 MINUTE DOOR LABEL Of 0 • STAIR DOORS-VARIES PER WALL RATING REQUIREMENT-SEE SCHEDULE GLAZING SHGC(ALL TYPES) 0.4 0.4 MAX • • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION • SMOKE GASKET1NG AT CORRIDORS EXTERIOR SLIDING PATIO/DECK DOORS U s 0.35 U s 0.35 m • EXTERIOR WALL RATING -TABLE 602 EXTERIOR DOOR(METAL) U s 0.80 U s 0.80 • t•-• FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED CONSTRUCTION OCUPANCY GROUP R-2 - cN s v> ON FIRE SEPARATION DISTANCE(OSSC TABLE 602): TYPE OPAQUE DOORS U s 0.70 • U 0.70 22 Plex - , . ,... X<5': V-B 1-HR WALLS ABOVE GRADE-WOOD FRAMED R-21 R-21 iS • t‘l - _ c. 5's X<10': V-B 1-HR WALLS BELOW GRADE R-7.5ci R-7.5ci Building B Code •.- , 10's X<30% V-B o UNDER FLOOR INSULATION R-30 R-30 MIN Summary • _ _ .6 • X 30': V-B o ATTIC CEILING INSULATION R-38 R-38 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 ALL ACCESSIBILITY REQUIREMENTS ARE INTEGRATED RELATED TO THE BUILDING IN GENERAL AND COMMON • EVERY TVVO ELEMENTS AS WELL AS TYPE A AND TYPE B ICC/ANSI-2009 COMPLIANT UNITS IN THE NUMBERS REQUIRED BY THE .k.' DWELLING UNITS, OSSC OVER THE SITE.ALL GROUND FLOOR UNITS ARE MINIMUM TYPE B ICC/ANSI ACCESSIBLE DWELLING UNITS xi • WHICHEVER IS PER OSSC REQUIREMENTS.TWO PERCENT OF THE TOTAL UNITS,THREE MINIMUM,ARE REQUIRED TO BE TYPE A cr SMALLER ICC/ANSI ACCESSIBLE DWELLING UNITS PER OSSC.FOUR UNITS ARE PROPOSED TO MEET TYPE A ICC/ANSI # Date Description 43 ACCESSIBILITY REQUIREMENTS AND ARE LOCATED IN BUILDINGS B,C,H&J. N1 Revisions c., 7 MAXIMUM AREA OF EXTERIOR WALL OPENINGS (OSSC TABLE 705.8) PLUMBING FIXTURE COUNT REQUIREMENTS JANUARY 12,2017 15 co 0-3' >3'-5' >5'-10' >10'-15' >15'-20' >20'-25' >25-30' >30' Date 0 R-2:ONE EACH IS REQUIRED AND PROVIDED:WATER CLOSETS,LAVATORIES,BATHTUB OR SHOWER. 0 . UNPROTECTED, NOT NOT 10°/o 15% • 25% 45• % 70% NO LIMIT BB,KB,SM V; NON SPRINKLED PERMITED PERM1TED ca UNDERGROUND & PADMOUNTED TRANSFORMERS Designed By Lu § • PROTECTED NOT 15% 25% •45% 75% • NO LIMIT NO LIMIT NO LIMIT SEE CIVIL SITE DEVELOPMENT SET&PGE DRAWINGS FOR UNDERGROUND&PADMOUNTED TRANSFORMERS Author • hPERMITED co Drawn By t-- • SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND DEFERRED SUBMITTALS .... fpNOTE > • : BB,KJ • THIS BUILDING IS ALLOWED TO HAVE UNLIMITED UNPROTECTED OPENINGS PER EXCEPTION# • 5 SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE SHEETS 4 • 2 OF OSSC 705.8. ;1WALLS ARE NOT REQUIRED TO BE RATED PER TABLE 601 AND ALL Checked By c A0.01 &A0.02 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING PACKAGES. .3) • EXTERIOR WALLS HAVE A FIRE SEPARATION DISTANCE GREATER THAN 10 FEET. § • RADON DETECTION • 17857 - 8 • Project Number o Ir SEE MECHANICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 1812. 3 _ 1 • CARBON MONOXIDE DETECTION • AO . 1 I •m • SEE ELECTRICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 908.7. Sheet Number - 6 Copyright 2016 0 •6 • If this drawing is less than 24"x 36",it has - := been reduced.Scale accordingly. > co tt _ CODE LEGEND C . \\\ EMERGENY EGRESS PATH, a _ MINIMUM WIDTH OF EGRESS -r , PATH IS 3'-0".PROVIDE 1 ` " FOOTCANDLE LIGHT AT FLOOR • 4;17M-:.:::„;,..1X-0 - LEVEL DO NOT EXCEED MAX TO . MIN ILLUMINATION UNIFORMITY • .� �--3 . RATIO OF 40 TO 1. EMERGENCY • LIGHTING TO BE PROVIDED BY BATTERY BACK-UP. Otak Architects! Inc 4- - - - - EMERGENCY EGRESS PATH 8.08.SW 3rd Ave, Suite 300 Portland, OR 97204 0OCCUPAN rS EXITING PER EXIT LOCATION Phone 503.287.6825 Fax 503.415.2304 FEC FIRE EXTINGUISHER CABINET ' - ' WITH FIRE EXTINGUISHER OLF OCCUPANCY LOAD FACTOR OCC OCCUPANT LOAD RiverEXIT SIGN Terrace East PROVIDE 1-HR RATED FIRE. - - PARTITION AT CORRIDORS OR BARRIER AT EXIT PASSAGEWAY. PROVIDE 20 RATED CORRIDOR AND MIN 60 MINUTE ATORS EXITT SW Roy Rogers Rd • PASSAGEWAY. Tigard, OR 97223 ��""`""'� PROVIDE 2-HR RATED FIRE • • - BARRIER.PROVIDE 90 MIN RATED DOORS • CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE TOP , OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE . UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. FIRE BARRIERS STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE SHALL BE CONTINUOUS THROUGH CONCEALED SPACES. -- STORAGE STORAGE OLF 200 OLF 200 OLF 200 OLF 200 OLF 200 OLF 200 OLF 200 OLF 200 EXIT STAIR FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE :. FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- OLF 200 OLF 200 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC 1 OCC 1 OCG 1 OCC 49' - 0" ROOF BELOW 44' - 0" 38' - 0" RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING 1 OCC 98' - 011 1 OCC 72 SF 83 SF 83 SF 96 SF 70 SF 66 SF 72 SF 96 SF EXIT PATH =.,,,-....-.....-------‘,.. .........,......„... ..- . . EXIT PATH EXIT PATH ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED 67 SF EXIT PATH 81 SF • KTHERETO. Kit, _. __. nI ...-- - West Hills F ,,,.., _. 7.. UNIT 2.S'� a OLF 200 - 0 [ r UNIT 3,1 Development I �(L UNIT 2.4 1 5 OCC I ,,531Nw sls OLF 200 ROOF 735 SW 158th Ave. N -sr CRAW CRAWL CRAWL , CRAWL CRAWL CRAWL CRAWL : CRAWL CRAWL II,- ''WL ' OLF 2ili 00 „ -u,.---_, 1 r.«-' 892 SF I s NES 7 OCG BELOW • Beaverton, OR 97006 SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE11 5 = ` L - - -;-- -1 `'\ I �51/. 1235 SF C PACE Ti-.,; �-_'"� �r.arw I M� 923 SF r - - - - -I NWIR 'L. :�I ".-:... ., , I z �. _w. . a 1 I r.j Asmo 11111111111011 .\ J ' a - , a t 1 i 3 �, E iii .. GRAWL SPAGE \ I t 1 w t - i r tr. F - t ,. I ` UP l I .., p I _ z. DN f:' li '� EAI E ' r; NCE i r ;�^ j /• \ 45' - 611 j; 11 r- - - �- - ' / !-, , 1 g 4.'l `¢ .>v-�.-•,. r.. �„!:'4 , j._ .^' ' { J -44.. ....c...', .4: ` �j { t .., : 11111111111”1„ , ( iij . i 7i .,J _ ..-,x...-.. ,.: - ( i .F\r g:d. '__- iI i4.i. l_- .... `^,if. �- it.'-, 0, . r -.-, � EXIT PATH j, .NI `1► NCORRlDORrt`� .,, r, . N.„...'`►� � ► ``: - I I { CORRIDOR �� '.r�� 1►��L��:� *:.:: ,� i , i. ' fi r • I I / ,; A ,a h �_1. �► t I :.. '! \ FEG _N � ,... ._ _+r► . ��ii v ►�i '�,- I 1 ' �.r,. `�� ►��►..aalih. �`�. ��►�►�► ►. € r 1 45 -0 _ -.._.._. ..; _.«._ .� ._ 7,.1.1...... -_-�.�,. _.�.".," _ -y.,...r- rl...rr .. ,K...c.... ._ _._ ,�..... __.. __ 7. .,, r r.. ....� - �" EXIT PATH ..__..__._ .. _.ft_._.. ..,.,.... T., .__..,..«..1.,_. _.. - , ,. _..,i. ..... _ f �: t.. :T ,_. : 1,111 L.L..« ,......* �.. ► 1'" 7.1 �i /`i', ._..,:T� 1 � al x ,...,.. � .. . ,F, �..:� , .. ,t - _ ._.::_., l - s � _.__ . - i-._s_...,.t.. i i: �....• -y._....._ .1- i _ _'-�.___,_••'.._.•) i ...,..._.4-,_ r .._Z." .. _ 1 _... .. _. _. r' .. ,;, , i .,_....__._..:'I. .._�' .r' L..... T,�ii i� r i-.It i\ OM OM . III 1 .. , i 1 1 ._i... ._ .. p ;,...L.., ;., ,/ 14 S lI ( II ,� .,.�..._.'/J ( ` r1ROOF «_, q r.... . . . . :_i 1 1 - BELOW0 _ uP 1 J, '� ID .D DISTANCE .. Il , .. ,. I 1 1 , 1 ►1 1 Y I '' s L« ONOair1 1 1 i .t: .iill 1.. J r L. I. 1.1 al VPt .;. :: . . Iia •a'`-,-^ 1 :.. ',,`, I ....:::.Lr --, -; 1 --- - I I■:.....r.■I I �.. i4 UNIT 2.3 € J 1 i� 1 I' I r UNIT 2.3 B _ _ ? .- .� '" `; mit i -. `r 1 ... i !_._! j,j ��___ F 20 �: r - .` 1 -I 1' _ j -- .w. -am am OLF 2D0 �` I 1 _ . UNIT 1.4 ; 1 UNIT 1.3 -B UNIT 1,4- B -- ' i OL 0 € UNIT 1.3 UNIT 2,2-B 1 I f �.. 1 i 5 OCC lisrl,i,OLF 200 ! OLF 200 I 5 OCC 1 NIT 2.2 IOLF 200IOLF 200 j,._ OLF 200 r-,: I , „_ _�,.i�., : r 914 SF I 5 OCC 4 OCC _ •- .. 4 OCC E.f u• I 916 SF I OLF 200 4 OCG 1 4 OCC • 1 II~-- € i , . w- - - -� 909 SF i' 629 SF / 626 SF UP _ 1 ' r---- _ I I.., _ .- 635 SF Lswo .. _ �._ _ ... ... _ - SECOND FLOOR , .......... ry ..-..-. t BASEMENT _ -� �/� 6 _ i 5 OCG �:: 38 SF 1 / _ j...I«_ E7CCUPANCY=2 a ' - 911 SF/. - a CU 5 A t k 4.rl.r•irMt` ....,-.,..Irwrirr' a -_ z _ .....,... �.IY t...»..- 11 �` [ _ :.-->....,i i € ; EXIT PATH :_._...:_ ., j �t,�.__ .: .K .:: """...�' :; .:: _ _ ... .-f,.._,.... ._�.. . 4 .';o _ ; +‘,�. 45 -O 32' - 0" 32'- 0" ,-. ________'.-._ 47' - 0" EXIT PATH • EXIT PATH EXIT PATH `--'' { + EXIT PATH 41'-6" 41'-6" EXIT STAIR ..-;%,,,40- � 7 , 14 ;IJ EXIT PATH EXIT PATH BRIAN R.EL EI ER ix •• P+pRTI.AI� OR 1 • 1 22 PLEX - BASEMENT - CODE 3 22 PLEX - SECOND FLOOR - CODE A0.12 SCALE: 3/32"= 1'-0" A0.12 SCALE: 3/32"=1'-0" • OF a STORAGE BIKE STORAGE • ro OLF 200 OLF 200 2 , - " 1' - 0" 31 • ' - 0" 1 OCC 20CC 34' - 0" r 2T - 0" 28'- 0" 30' - 0" 26' - 0" 49' - 0" 44' - 0" 38'- 0" 22 Plex - Code • a 8 0 3 • EXIT PATH 48 SF 138 SF EXIT PATH EXIT PATH EXIT PATH EXIT PATH EXIT PATH EXIT PATH EXIT STA! EXIT PATH EXIT PATH 0 EXIT PATH EXIT PATH r-' • Plans • N ;CII Jai , _..} s!a: 1Y3; I0• +... �" zi ,__ , R �v 31.3...M. immommor .. wi' r $ I �� r.1 rri rr « s �....` rwrwt. _«__�,«._ : .. .. mos _,.:^'#,^^. ...-..sPliril ......rii " "� i i ' UP '`, ` ' i ' t _ - UNIT 2.5 '�.., jj_ .W:#.r::. .. __.-...__1. "� i - ... f ..._.:*J..-WS,4-_'711. r_. li F Qj 4 / f o 1 \ f, ; , I ARAGE I GAFIArGE i c i UNIT 2.4 OLF 200 I UNIT 3.1 . • f 1 , I • I }, ( I 1; : . 1 i . , �: III . .'I" ��sI , ,- L - _-__� ic..« _.1 � OLE'200 ;LOLF._200i 1 _._ '-- ----- - I i 15 OCC I 5� OLF 200 OLF 200 a, ., I �. x I I _ 1' \ I f. 4� I I. �- \� -I 5 OCC ;'i 1 esNI 1 I ., �1 12 0CC 2 OCC i '. _ ELEC r 5 0CC (- 89 j ,� /- I € 5, er ee IV l _ , 1 I -., ROOM I; 923 SF 1 I , �� 7 C GARAGE 1 (GARAGE 2 GARAGE 3 - - ',Ir��' . , ACC GARAGE 4 pARAGE 5 1211 SF I 253 SF OC 1 1 t • I 1 ARAGE 8 GARAGE 9 GARAGE i :i - 1 X124 1 3 SF 1 OLF 2D0 OLF 200 OLF 200 - OLF 200 I OLF 200 r I," �s OLF 200 OLF 204 OLF 200 I iiE ` „ I 1 a. .... ,. I I 155,$ SEN 1 1 c F.,.-..,,.,, 1 �'._,i - I �/� ..:/giat:\ f 1 .. 1 f w. G1' -4 1f2 �- -'', j ,� 2 OCC 2 OCC 2 OCC _ 1-42 OCC 2 OCC [ rar,r _ .,�r .. - git 1 ._ 1 1 , g i 2 OCC 2 OCC 2 OCC �r It } i 1 I • DEAD>= (#m. ;; CE 232 SF i 281 SF 255 SF 339 SF 1 208 SF .��.e �� I. ..., I r DN j{ , I I I ; ��> �- - - - 1 L _ .. 1�- - - - - - - - �- 2�1�5F+�- � 246 SF 249 SF .i f - „_ 1 i 1 ,�,_�: ' t l 1 : -f�1'-,.: L _ �. .w O 1 :f; _ _ _ -- i �Y a ti l}1 i - ! �... • i t 1 i I I p.. 19 ( 'i' _ I _ ) i ) ,L,----...,..id rte, i ; l �_,.., i J i 1 _._... .�..".._...: : ' _.........71.11.x ._.._,. x..._..._.71....i:_._....°ll 7iwr . �..• .._. �. �..�..�.. - - ____x_....__71. _._. 1 i0 ��lin ".‘1....,"":717) 45 0 ; . ;�„�, . 16. vgft. GORRII Q MO �. � �� Ima in , i.._F I I '` ' 1`'x'1 a � � ► 2 OA.27.17 Plan Check Responses - EXIT PATH �, • • 1 EXIT PATH # Date Description I ,•.'��' `' >�''��'"�''''�.''\-'444a"r''''t''� it , 45 i INN • 71, �� JA • 7J-�i. _, ..7,i�''`►�►�►1N �L ►� 1. ` ~ '. . - I '; �►��►�. ��►�� ,.....2......, �1►�I�►�► ��I►�I►" ►�?. ►. n ._.,_....111x ,k_..,, x a _._ . ....._.._, Revisions sc r----1' I moist M1M.M4, -:-..;:-7--77/-1.• {�s �I 1 :„ rw•,: r .M . a ;i "I R F (... 7r _. /r • `7 �,�._,,._. .'wr s �, �.,...__._ ,. ,.^., � ,1 L..,�.__.,L._. �.....«.:._ �i,•_� ;rT':, _.sem : i. � �{ t ( .., I t..� �.. _: ,. I \ r i r :1. , j4WD OM, MOO OM fa I -- ,-; / , l I j I" February 15,2417 � t�_, _ "" , { .� I i � � . Sia 4= � 16 :_._..., �-,. I r- - :-.,; I i _.. (� i 11 i - t. I I ~_. . 1 I {- DN i`�1 Date „4 i s j, 1 D AQ a DISTANCE I l I:. 11 P 1 _.r. 1 1 .� : , i 3 J JIMMI s... f 1 I l I a € w.� j L,. ..1 cr 1 f�. „,.m,,.,. ` nMxerp-, i r I mow..i F: '1 ,,, ., a """ • "11 :,,,,,,, rBB1 �tI , , r ..iii ' ti" z j j r 1 r � ,KB,SM ... 1 - ! 11 r■141111.1 r I __ _-__ UNIT 2,3 - B - i--•-,� ,_- nil UNIT 2.3 Designed B r,„ tI , t W (. I` #---1 € I ii ili 9 Y jE,OLF 20D 1. 1 t IJNITI.3 - B' NIT114 OLF200 wYzD rI 11 -u i 5 OCC ` lilUNIT 1.3 UNIT 1.4 ,� �� _ ._ ; s I UNIT 2.2-A ,Il OLF 200 I F OLF 200 I i 1 1, IT 22 . 4 GG ' 4 OCC l - '' ,. 916 SF 45 - 0 I 200 OLF 200 QLF 200 1 j 5 OCC Drawn By :, , ,F :.._: ._ 1 _-, 914 SF By to' 1 OLF 200 629 SF I 626 SF 1 r�-w - Vic. _, ... EXIT PATH OLF5 OCL; 4 OCC 4 OCCBB'a 5 OCC, :.: - 1 )1-- „..,..,.-- Ch k a __ 911 S 1-- - - , .-� - - " ' - .."1. t .1.. l -•.__i' fi 1..1....7..1 ..",..-.. .�1 .1...N.► _ i-- L.1 ,,_ _ ..1 . . L, _ .,. ,:. 629 SF 625 SF °ttt, $96 S P iimit,............2, :, , .. ... ,. 111 ..1 y.., �';..1Y.1.1., . _ .E -416..1[ ,w"_.,, ,... . itio4 ....�., .,,..,.,.. 17857 «.0" -_._#'..._,._-t'..__' :� 8�...{ #'c _ -,.:.a. -.� ;v h'•:.....•':..3..-444_4 3..- a1; .e _4444_ �.i,•: 'ab •, �1. E _. 7G' ,lir .._ ..i', , ., f- _»««_..,« o: '*` - Number i .__._ ..-_ r .. _ .. � 45' - ._�_ __- _ Project 0 EXIT PATH 41' - 6" 41' - 6" ROOF BELOW ROOF BELOW - 41' - 6" 41' - 6" EXIT STAIR • t EXIT PATH EXIT PATH EXIT PATH EXIT PATH ROOF BELOW Sheet Number Copyright 2016© Ti: FIRST FLOOR THIRD FLOOR (beeetn cawing Is a 4ngjy6 It has OCCUPANCY=III OCCUPANCY=35 Et 2 22 PLEX - FIRST FLOOR - CODE 4 22 PLEX - THIRD FLOOR - CODE A0.12 SCALE: 3/32"= 1'-0" A0.12 SCALE: 3/32"= 1'-0" (1)LAYER 5/8"TYPE'X BRICK VENEER, SEE EXTERIOR ASSEMBLY NOTES F61 �, GYPSUM BOARD I ; ' 1 1"MIN AIR SPACE AT BRICK, ELEVATIONS FOR TYPE ., '- i i MORTAR AND WATERWAY 11MM MINIMUM 1/2"GYPSUM BOARD 1 �� ,. : ► RESILIENT CHANNELS AT 24 OC 1"MIN AIR SPACE AT BRICK RAINSCREEN DRAINAGE MAT _S" ►� • ! — r } SYSTEM AT STONE 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO r♦ •♦ 3112"UNFACED FIBERGLASS WEATHER RESISTIVE BARRIER r ,I WEATHER RESISTIVE ASSEMBLY AS REQUIRED BY STRUCTURAL ENGINEER.WHERE A NON-SHEAR FIBER CEMENT BOARD SIDING1 WALL EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, PROVIDE 1 ..,...--7777--- 17 BARRIER ,*•-7:-44 FIBER v� BATT INSULATION IN OPPOSITE WOOD SHEATHING, SEE STRUCTURAL ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR WALL TO PROVIDE ► '� —� STUD WALL CAVITY FROM 5/8"TYPE'X'GYPSUM SHEATHING WOOD SHEATHING,SEE CONTINUOUS FACE OF FINISH.• _ __ '� ; �� WOOD SHEATHING R-21 FIBERGLASS BATT INSULATION, STRUCTURAL STORAGE �� CRAWL SPACE if ♦� INTERIOR i I NO INSUL AT GARAGE I 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER 2014 OREGON STRUCTURAL ♦ ♦ // �,I& Otak Architects, Inc M 1 WOOD SHEATHING,SEE R-21 BATT INSULATION SPECIALTY CODE SECTION 718. ► ♦ i 2 x 6 WOOD STUDS, 16"OC I / STRUCTURAL I 808 SW 3rd Ave, Suite 300 •► ♦ ° : ` MAX,SEE STRUCTURALto._ 2 x 6 WOOD STUDS, 16"OC �,� 2 X 6 WOOD STUDS, 16"OC '♦ - - '•1 / 5/8"TYPE'X'GYPSUM BOARD ' A•-•••••---.► i MAX UNO,SEE STRUCTURAL 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN WINTER)OF DOMESTIC Portland, OR 97204 �j MAX UNO OTHERWISE : ;♦♦ + 2x6 WOOD STUDS, 16"OC WATER PIPES AS REQUIRED TO PROTECT PIPES FROM FREEZING. CALCULATIONS OF RATING USING OSSC SECTION 722.6: 1 MINIMUM 1/2"GYP BD Phone 503.287.6825 PEa41 �♦ MAX UNO, SEE STRUCTURAL I / 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND FINISHES AS REQUIRED FOR Fax 503.415.2304 ► '� �♦ 5/8"TYPE'c GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES 1 I ./.....________----- BRICK VENEER OR EXTERIOR PLUMBING ACCESS PANELS. �" 51/2"UNFACED FIBERGLASS 1�� 5/8" „ "� l MANUFACTURED STONE ♦ TYPE'X'GYPSUM BOARD 2 X 6 FRAMING AT 16 OG-PER TABLE 722.6.2(2) 20 MINUTES «► BATT INSULATION :♦ MINIMUM RATING FROM INSIDE 60 MINUTES VENEER,SEE EXTERIOR . / 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO SUPPORT SHELVING, ► ELEVATIONS FOR TYPE � (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) TOWEL BARS, RAILINGS,AND ALL OTHER WALL-MOUNTED ACCESSORIES AND ► INTERIOR EXTERIOR EQUIPMENT. ' •+ � 5/8”TYPE GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES 26 CRAWL SPACE WALL - NON-RATED • 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES EXT WALL - BRICK OR STONE - NON-RATED River Terrace East 6. PROVIDE UL APPROVED THROUGH PENETRATION AND MEMBRANE MINIMUM RATING FROM OUTSIDE 60 MINUTES 1 ASSEMBLY:NA FIRE NR STC: NA ASSEMBLY: NA FIRE: NA STC:NA PENETRATION FIRESTOP SYSTEMS AS REQUIRED BY CODE AT ALL GARAGE < > UNIT (+15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) ELECTRICAL,PLUMBING,AND MECHANICAL PENETRATIONS IN FIRE-RATED CORRIDOR < > UNIT 15AI EXT WALL - BRICK VENEER - 1-HR RATED PRE-MFR TRUSS, BY OTHERS 1 LAYER 5/8"TYPE ASSEMBLIES, SEE A8.11. i UNIT < > STAIR ASSEMBLY:OSSC SECTION 722.6 FIRE: 1-HR STC: NA GYPSUM BOARD 7. PROVIDE WATER RESISTANT TYPE-X GYP BD AT BATH TUB AND SHOWER &GA WP 8105 FIBER CEMENT SIDING, SEE 3 LAYERS 5/8"TYPE'X' WALLS, SEE I7/A8.11 & 18/A8.11. } GARAGE < > STAIR EXTERIOR ELEVATIONS FOR GYPSUM BOARD SW Roy Rogers Rd. MINIMUM 1/2" TYPES AND COLOR 7 7/8" M METAL L H OTCHANNEL PCORRIDOR STAIR X� RAINSCREEN DRAINAGE SYSTEM Tigard, OR 97223 GYPSUM BOARD ,7 OVER WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 211E1 PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT INSULATION i WOOD SHEATHING, SEE STRUCTURAL 2x4 WOOD STUDS, 16"OC MAX 5/8"TYPE'X'GYPSUM SHEATHING UNO,SEE STRUCTURAL -a- --.--....._...................._..........._ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2101 OMIT BATT INSULATION AND RESILIENT CHANNELS-USE GA FILE WP 3510 EXTERIOR R-21 FIBERGLASS BATT INSULATION (SEE ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) INTERIOR 2 x 6 WOOD STUDS, 16"OC WOOD DECKING, 21 C OMIT BATT INSULATION •_ MAX,SEE STRUCTURALA".-----------------... �"�'e 5/8"TYPE'X'GYPSUM BOARD . . - )1\ PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT CALCULATIONS OF RATING USING OSSC SECTION 722.6: PT WOOD JOISTS,SEE 25B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS 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 STRUCTURAL ASSEMBLY#23 FOR EXACT CONSTRUCTION INFORMATION) 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES INTERIOR WALL - FURRING INTERIOR WALL - 1-HR RATED 2X6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES ROOF/ CEILING - 2-HR RATED - STAIR FLOOR - NON-RATED - EXTERIOR DECKS 25/\1 21/1 MINIMUM RATING FROM INSIDE 60 MINUTES 8A 4 ASSEMBLY: NA FIRE: NA STC: NA ASSEMBLY:GA FILE WP 3243 FIRE: 1-HR STC: 50 (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) ASSEMBLY: GA RC-2751 FIRE:2-HR STC: NA ASSEMBLY: NA FIRE: NR STC: NA '� 8„ ji, 5/8"TYPE'X'GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES West Hills 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES FLOOR FINISH PER 5/8 TYPE X GYPSUM BOARDFINISH SCHEDULE • t... it �♦ MINIMUM RATING FROM OUTSIDE 60 MINUTES CONCRETE SLAB W/ 1 112"GYPSUM CEMENT Development . ♦ 2 (+15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) d►� REINFORCING, SEE UNDERLAYMENT ►♦ ♦ RESILIENT CHANNELS AT 24 OC 1� � EXT WALL - FIBER CEMENT - 1-HR RATED STRUCTURAL 735 SW 158th Ave., MINIMUM 1/2"GYPSUM BOARD '•- •� 14 _ a q ` WOOD SHEATHING,SEE Beaverton, OR 97006 `.� ASSEMBLY:OSSC SECTION 722.6 FIRE' 1-HR STC: NA , -- - -: ' . ,• ' $ _ n'- , STRUCTURAL 3 1/2"UNFACED FIBERGLASS ° - _ - --- ------- --- `'� 4 BATT INSULATION IN OPPOSITE &GA WP 8105 12"THICK CONCR E • °' _ ft._ ° ��- - ' - �.� �� STUD WALL CAVITY FROM ►/ ►/ `T �� ,►�I WOOD SHEATHING ." X !� 2 X 4 WOOD STUDS, 16"OG i 4 x " ' --° :" WOOD JOISTS,SEE STRUCTURAL MAX UNO OTHERWISE ��4 :� WOOD SHEATHING,SEE ° -_ - TJI FLOOR ASSEMBLY �� STRUCTURAL - - , r Y 2 LAYERS 5/8"TYPE'X' ,;i7/. �� 4_ \ ►./ ►'� _' GYPSUM BOARD N.-meg - . • • CALCULATION OF RATING USING OSSC SECTION 722.6: • 4 �� 2 x 4 WOOD STUDS, 16"OC (2)LAYERS 5/8"TYPE'X'GYPSUM BOARD- 80 MINUTES :�� •�: MAX, SEE STRUCTURAL 4• ,-.a'`�•: •,4'. MINIM2X UM RATING FROM BOTTOM OD FLOOR FRAMING AT 16" OC MAX 10 MINUTES 90 MINUTES 24B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS UNIT UNIT - .•t- 7B WITH R-38 FIBERGLASS BATT INSULATION &2 LAYERS 1/2 TYPE'X'GYPSUM BOARD. 24/ INTERIOR WALL - NON-RATED 20 FIRE PARTITION - 1-HR RATED 13 CONCRETE RETAINING WALL 7A FLOOR - GARAGE OVER CRAWLSPACE 3 FLOOR/CEILING - 1 HOUR RATED - CORRIDOR ASSEMBLY: NA FIRE: NR STC: NA ASSEMBLY:GA WP 3370 FIRE: 1-HR STC: 54-55 ASSEMBLY: NA FIRE: NR STC: NA ASSEMBLY: NA FIRE: NR STC: NA ASSEMBLY: OSSC 722.6 FIRE: 1-HR STC: NA • - NBC-W13c NRC-TL-93-265 FLOOR FINISH PER FINISH SCHEDULE MINIMUM 1/2"GYPSUM BOARD =_- WOOD RISER,SEE 1 1/4"GYPSUM CEMENT STRUCTURAL UNDERLAYMENT AT CARPET AND 1" �� , '__•' 2X6 WOOD STUDS©16"OC, AT SHEET VINYL SEE STRUCTURAL WOOD TREAD,SEE 1/4"ACOUSTICAL SOUND MAT �j��''� -; STRUCTURAL UNDERLAYMENT AT SHEET VINYL ONLY BRICK VENEER, SEE EXTERIOR ELEVATIONS FOR TYPE Q '4'° ., 2 X 4 WOOD STUDS, 16es "OC �� • - — R-21 FIBERGLASS BATT WOOD SHEATHING, SEE STRUCTURAL '� MAX UNO - % 1" INSULATION 3720 M�„c� ;i MIN AIR SPACE AT BRICK CARPET&PAD WOOD I-JOISTS, SEE STRUCTURAL 1"AIR SPACE I BRIAN R.FLEENER 5/8"TYPE'X GYPSUM BOARD '- WEATHER RESISTIVE BARRIER ,,, - .• R-38 BATT INSULATION AT SECOND WOOD SHEATHING,SEE STRUCTURAL • CONCRETE RETAINING WALL, STRINGERS-SEE FLOORS BETWEEN GARAGES AND UNITS • f t t7 • {2}LAYERS 5/8"'TYPE'X'GYPSUM SEE STRUCTURAL STRUCTURAL AND AT EXTERIOR BAYS ONLY-NO 3112" (�(} 11A D,0+j . i SHEATHING ilf _� BATT INSULATION AT THESE LOCATION /� R-21 FIBERGLASS BAIT INSULATION • :a {� ° BELOW GRADE I 3 1/2"UNFACED FIBERGLASS BATT OFV - 2 x 6 WOOD STUDS, 16"OC MAX, ' WATERPROOFING _ - - — INSULATION(BETWEEN UNITS ONLY) ' C - i SEE STRUCTURAL 4° — �� SUPPORTED ON RESILIENT CHANNELS (2)LAYERS 5/8"TYPE'X'GYPSUM - ° X RESILIENT CHANNELS 16"OC MAX AT 24" • OC JOISTS AND 24"OC AT 16"OC JOISTS M - r •i BOARD • ': ATTACHED TO JOISTS WITH 1 1/4" RYWALL SCREWS, 6 EXTERIOR • ° a BOARD, ATMINIMUM 1/2" PSUM V V_ ♦f )'V V lit t�� {D2}LAYERS MINIMUM 1/2 TYPE'X'GYPSUM INTERIOR a o �' ��- ��'� BOARD.AT EXTERIOR BAYS USE MINIMUM Construction ni CONCEALED SPACES ' 1/2"TYPE'X'GYPSUM SHEATHING INSTEAD _ N • FOR ALL LAYERS, SEE TYPE 2C BELOW FOR Assemblies 0 23B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS ADDITIONAL INFO - "' R-38 FIBERGLASS BATT INSULATION AT EXTERIOR BAY LOCATIONS AND 5!8"TYPE 23A1 INTERIOR WALL - _1-HR RATED 17AI EXT WALL - BRICK VENEER - 2-HR RATED 12 EXT WALL - BASEMENT - NON-RATED 6 _ STAIR - NON-RATED 2C 'x'GYPSUM SHEATHING INSTEAD OF 5/8"TYPE'X'GYPSUM BOARD&FIBER CEMENT n SOFFIT PANEL OUTER LAYER WITH 1 X 3 FIBER CEMENT BATTS AT SEAMS&EDGES. .. ASSEMBLY:GA FILE WP 3510 FIRE: 1-HR STC:NA ASSEMBLY:GA WP 8415 FIRE:2-HR SIC:NA ASSEMBLY:NA FIRE: NR STC:NA ASSEMBLY:NA FIRE: NR SIC:NA - o a 2B R-38 FIBERGLASS BATT INSULATION AT GARAGE CEILINGS. CLASS C ARCHITECTURAL FLOOR/CEILING - 1 HOUR RATED - UNITS GRADE COMPOSITION 2A ASPHALT ROOFING SHINGLES FIBER CEMENT SIDING,SEE ASSEMBLY:WIJ-1.7 AMERICAN FIRE: 1-HR STC:63-65 ICC:51 EXTERIOR ELEVATIONS FOR ROOF UNDERLAYMENT FOREST AND PAPER 1 TYPES AND COLOR ASSOCIATION, INC RAINSCREEN DRAINAGE SYSTEM 1 V FLOOR FINISH PER (2)LAYERS 5/8"TYPE'X' ,ii : OVER WEATHER RESISTIVEN.. FINISH SCHEDULE h'_I • ' BARRIER ROOF SHEETING,SEE GYPSUM BOARD ;•:i _ STRUCTURAL CONCRETE SLAB{4"MIN fM___ _---- FIBER CEMENT SIDING,SEE EXTERIOR WEATHER RESISTIVE BARRIER WITH REWFORCING,SEE 2 04.27.17 Pian Check Responses „ _' :'- ELEVATIONS FOR TYPES AND COLOR i STRUCTURAL .I ; RESILIENT CHANNELS AT 24 OC P '�� `"`-- WEATHER RESISTIVE BARRIER WOOD SHEATHING,SEE PREFABRICATED WOOD Date Description ' STRUCTURALRevisions : -1- 110-MIL VAPOR RETARDING _T I'-, RAINSCREEN DRAINAGE SYSTEM OVER i STRUCTURAL URAL TRUSSES,SEE Q =.� 5 1/2"UNFACED FIBERGLASS , � WEATHER RESISTIVE BARRIER 1 ' R-21 FIBERGLASS BATT 4 MEMBRANE February 15,2017 ci •"' ---- INSULATION(OMIT AT GARAGE) _ Date . .: ./� ,._ BATT INSULATION I._ WOOD SHEATHING,SEE STRUCTURAL _ CRUSHED AGGREGATE -; �` (2)LAYERS 5/8"TYPE'X'GYPSUM �� ° - ° -� 2 x 6 WOOD STUDS, 16 OC R-38 FIBERGLASS BAIT ,. , , , ,� ,,_,� , ,,, DRAINGAGE LAYER PER �' ,, I SHEATHINGt‘t Wit- •-/•••• . w'•10••tam •ril• koaw• BB, KB,SM LI WOOD SHEATHING,SEE - MAX UNO,SEE STRUCTURAL V V INSULATION o • .fir.,•ocp+*,rte N'ts ••'• ori: ;IP4"9, SOILS REPORT a► •-:r. — 4 . .• . .- . . .r _ Designed STRUCTURAL ;; R-21 FIBERGLASS BATT INSULATION J< . .�' �O . ' ;I.•: !� 9 By m i •` - MINIMUM 1/2"GYP BD '��." ', ". !� 'o c, o� '�y' UNDISTURBED SOIUCOMPACTED E , 1 2 x 6 WOOD STUDS, 16 OC MAX, i / FILL PER SOILS REPORT WY ZD, DG 0 2x6 WOOD STUDS, 16"OC - I SEE STRUCTURAL ': • _: f a► 1- MAX UNO, SEE STRUCTURAL _ 'I - (2)LAYERS 5/8"TYPE'X'GYPSUM I :.:...........:.. Drawn By 1/2"GYP BOARD AT UNIT __:: _ .-.-._. ( NOTE: a o V/ • I BOARD INTERIOR I EXTERIOR NOTE:SEE ASSEMBLY 10 FOR STONE INTERIOR, --- ---- - , --- ----I 1 --- PROVIDE R-10 RIGID FOAM 5/8"TYPE'X'GYPSUM BB,KJ (2)LAYERS 5/8"TYPE'X' 1._i • WAINSCOT. SEE ELEVATIONS FORINSULATION AT FACE OF °' `" GYPSUM BOARD INTERIOR - EXTERIOR LOCATION&HEIGHT. CWALLBOARD ORRIDORS,AT EXTERIOR CONCRETE Checked By E E FOUNDATION FOR A DEPTH 0 a FIBER CEMENT PANEL AT OF 24"MINIMUM. 17857 a 11 C OMIT SIDING&WRB AT INSIDE OF FIRE/WATER ROOM 5.r ,, EXTERIOR LOCATIONS WITH Project Number c c OMIT INSULATION, FCP SOFFIT IN LIEU OF 1 X 3 FIBER CEMENT BATTS / UNIT STAIR 2 X 4 STUDS IN LIEU OF 2 X 6 STUDS AND NO INSULATION 5B 1/2"GYP BOARD AT EXTERIOR AT SEAMS&EDGES 1 B NO INSULATION AND 4"MINIMUM CONCRETE SLAB ON COMPACTED FILL 11B ONLY AT UNIT PATIOS - a) 22 INTERIOR WALL - 2-HR RATED 16n� EXT WALL - FIBER CEMENT - 2-HR RATED 11� EXT WALL - FIBER CEMENT - NON-RATED 5A ROOF/CEILING - 1/2-HR RATED CORRIDOR 1A SLAB ON GRADE - NON-RATED Al • 01 >> U k ASSEMBLY:UL U334 FIRE:2-HR STC:62 ASSEMBLY:GA WP 8415 FIRE:2-HR STC:NA ASSEMBLY:NA FIRE: NR STC:NA ASSEMBLY:OSSC 722.6 FIRE:30 MIN. STC:NA ASSEMBLY:NA FIRE: NR STC:NA Sheet Number - ai Copyright 2016 O it if this drawing is less than 24"x 36",it has been reduced.Scale accordingly. a) ce ROOM FINISH SCHEDULE DOOR SCHEDULE0 var"II-- -11 ROOM NAME FLOOR FINISH!MATERIAL BASE FINISH 1 MATERIAL WALL FINISH/MATERIAL CEILING FINISH!MATERIAL COMMENTS OPENING DOOR DOOR FRAME FIRE t = ' - TYPE MARK LOCATION WIDTH HEIGHT TYPE MATERIAL _ FINISH MATERIAL FINISH HARDWARE RATING COM NTS BUILDING Al BUILDING ENTRY 3'-p" 8'-0" C STEEL PRE-PR WOOD PAINT 1 - T D CORRIDOR/EXIST PASSAGEWAY CARPET#1 MOP#1 -PAINT GYPSUM BOARD GYPSUM BOARD A3 STAIR 3'-6" 6'-8" A SC-PHB PRE-PR MDF PAINT 2 60 MIN DOOR_,0 i •G ETIC HOLD OPE t ELF CLOSING Nom' - GARAGE CONCRETE WOOD-PAINT GYPSUM BOARD GYPSUM BOARD A4 GARAGE ENTRY 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 3 f 45 MIN S F"CLO I G - LOBBY CARPET#1 MDF#1-PAINT GYPSUM BOARD GYPSUM BOARD A5 STORAGE 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 4 20 MIN SELF CL`6S NG /^y STAIR CARPET#1 MDF#1-PAINT GYPSUM BOARD GYPSUM BOARD A6 STAIR 6'-0" 6'-8" B SC-PHB PRE-PR MDF PAINT 2 60 MI DOORS ON MAGNETIC HOLD OPE a ELF CLOSING Utak Architects, Inc _ STORAGE CONCRETE OR UNFINISHED PAINT GYPSUM BOARD GYPSUM BOARD A7 FIRE SPRINKLER t WATER 6'-0" 6'-8" B STEEL PRE-PR STEEL PAINT 5 808 SW 3rd Ave, Suite 300 WATER CONCRETE - GYPSUM BOARD GYPSUM BOARD A8 OVERHEAD GARAGE 8'-0" 7'-0" I MFR MFR MFR MFR 6 - -- Portland, OR 97204 A9 BUILDING ENTRY 6'-0" 8'-0" E STEEL PRE-PR WOOD_ PAINT 1 TEMP - D G « rr A Phone 503.287.6825 ,. UNITS A1 I ,rm STAIR ,.�,..-1 3'-6" 6'-8" A SC-PHB PRE-PR MDF PAINT 9 reN--N ©90 IN •OOR ON MAGNETIC HOLD OPE SELF CLOSING Fax 503.415.2304 • BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS Al2 STAIR 3'-0" 6'-8" A SC-PHB PRE-PR MDF PAINT 16 """•0 M • SELF N Alpe BEDROOM CARPET#2 MDF#2-PAINT GYPSUM BOARD _ GYPSUM BOARD 81 ....--k..",UNIT ENTRY`-sA._.✓ MIN 3'-0" 6'-8" A STEEL PRE-PR MDF PAINT 720 L WSIN • CLOSET CARPET#2 OR SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD SEE PLAN FOR EXACT FLOOR FINISH B2 DECK/PATIO 3'-0" 6'-8" D STEEL PRE-FIN WOOD PAINT 8 - TEMP GLASS •DINING CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD B3 DECK/PATIO 6'-0" 8'-0" F VINYL MFR VINYL MFR 10 - TEMPERED GLASS ENTRY SHEET VINYL#1 MOP#2-PAINT GYPSUM BOARD GYPSUM BOARD Cl BEDROOM/BATHROOM 3'-0" 6'-8" A HC-PHB PRE-PR MDF PAINT 11 - _ HALL CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD C30 TRASH ENCLOSURE GATE 5'-0" 6'-0" J STEEL MER STEEL MFR - River Terrace East KITCHEN SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD D1 CLOSET 3'-0" 6'-8" A HC-PHB PRE-PR MDF PRE-PR 12 - LAUNDRY SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD D2 CLOSET 2'-6" 6'-8" A HC-PHB PRE-PR MDF PRE-PR 12 - LIVING CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD D3 CLOSET 2'-0" 6'-8" A HC-PHB PRE-PR MDP PRE-PR 12 - LN(LINEN) CARPET#2 OR SHEET VINY#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD SEE PLAN FOR EXACT FLOOR FINISH D5 CLOSET 4'-6" 6'-8" G HC-PHB PRE-PR GYP BD PAINT 14 - MASTER BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS El CLOSET 5'-0" 6'-8" G HC-PHB PRE-PR GYP BD PAINT 14 - MASTER CLOSET CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD E2 CLOSET 6'-0" 6'-8" G HC-PHB PRE-PR GYP BD PAINT 14 - SW Roy Rogers Rd. MASTER CA PET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD Fl CLOSET 4'-0" 6'-8" H HC-PHB PRE-PR GYP BD PAINT 15 - PANTRY BEDROOM SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD F2 CLOSET 5'-0" 6'-8" H HC-PHB PRE-PR GYP BD PAINT 15 - Tigard, OR 97223 STORAGE CONCRETE OR UNFINISHED PAINT ORIENTED STRAND BOARD GYPSUM BOARD NOTES SCHEDULE ABBREVIATIONS HC-PHB HOLLOW CORE PRIMED HARDBOARD 1. SEE DETAIL 2/A8.11 AND 3/A8.11 FOR BIFOLD AND BYPASS DOOR 3. ALL UNIT AND GCE MAN DOORS SHALL BE SMOKE PROTTECTELT ED IN ACCORDANCE WITH OSSC SECTIONS 715.4.3.1 AND GYP BD GYPSUM BOARD HEAD AND JAMB DETAIL INFORMATION. 715.4.6.3 3,-0" MDF MEDIUM DENSITY FIBERBOARD MFR MANUFACTURER 2. ALL FIRST FLOOR DOORS SHALL HAVE LEVEL DOOR HARDWARE.DOORS 4. SEE 9/A8.01,10/A8.01,11/A8.01 FOR TYPICAL SLIDING DOOR y 2 6" y PRE-FIN PREFINISHED UPPER LEVELS MAY PROVIDE DOOR HARDWARE OTHER THAN LEVEL HARDWARE. HEAD/JAMB DETAILS. _ ♦ 1 s$ "I 'f PRE-BR PREPRIMED DOOR HARDWARE SCHEDULE SHOWS TYPICALLY LEVER HARDWARE FOR ALL DOORS 5. SEE 11 A8.11 FOR TYPICAL DOOR HEAD/JAMB DETAILS. 0 2'-6" - 5'-0" SC-PHB SOLID CORE PRIMED HARDBOARD AS TYPICAL. ' I , 1' 't �' 3'-0" '�' _ ... BM MN MI ______A____to O ME N III b O tV .. .. • / 7\ B / \ West t Hill T a R " / �. ,� ,,.f Development 1 O t O T b) T O / /. 1 1 1 ' 735 SW 158th Ave., 'so 00 � / �. �� .. ,�._ ♦ _ 1 l e \ \ / \ < Beaverton, OR 97006 co ,b b o O \ \ti / \� I I 1 1 "eo in ih FINISHED FLOOR ` \ '/ II T T 0 VINYL SINGLE HUNG MULLED INYL SINGLE FIXEHUNG D OVER 0 VINYL SINGLE HUNG VINYL SINGLE HUNG OVER �5, MULLED VINYL FIXED \ \/ O A.FLUSH SWING B.FLUSH DOUBLE SWING C.SWING,SINGLE D.FULL LITE SWING E.FRENCH DOOR F.FULL LITE VINYL SLIDER ♦ .♦ , GLASS 2'-6" / ;, 14,-101/?" AV- off 4 ,---- H ' --- b S - / / \ \ I P P . i� a- O / / \ \ / O -1 < \ ` / / ,"- - ro _ j3' 0" T T INDICATES TEMPERED GLAZING ♦ ♦ ♦ 1, ♦ FINISHED FLOOR \ V � � •_--41_ OMULLED VINYL FIXED OVER Q VINYL FIXED SIDE LITE- 6 3-VINYL FIXED 7 VINYL SINGLE HUNG 8 TEMPERED G.FLUSH BYPASS H,DOUBLE BI-FOLD I.OVERHEAD GARAGE DOOR J.TRASH ENCLOSURE GATE WINDOW TYPES DOOR TYPES it: 720 BRIAELEENER 2, ,123 i� P+ RTLAN ,4R WINDOW SCHEDULE NOTES DOOR SCHEDULE NOTES DOOR HARDWARE GROUPS OF0 1. ALL DOORS SHALL HAVE LEVER HARDWARE. GROUP 1; DOOR Al (BUILDING ENTRANCES-NO 1. SEE BUILDING CODE SUMMARY FOR MAXIMUM ALLOWABLE U- PANIC) GROUP 3:DOOR A4 (GARAGE ENTR INUTE) GROUP 9:DOOR A11 (STAIR-90 MINUTE} FACTOR AND SOLAR HEAT GAIN COEFFICIENT FOR WINDOWS. 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE PROTECTED IN ACCORDANCE WITH OSSC SECTIONS 716.5.3.1 AND 716.5.7.3. �� 2. AIR INFILTRATION RATE FOR WINDOWS SHALL NOT EXCEED 0.30 3. FIRE DOOR ASSEMBLYS SHALL BE LABELED BY AN APPROVED AGENCY.THE LABELS SHALLCOMPLY WITH NFPA 80 AND SHALL BE 3 HINGES CAL-ROYAL 13135200-32D NRP 4-112"X4-1/2" 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1/2"X 4-1/2" 3 HINGES CAL-ROYAL BB31-26D;4-1/2"X 4-1/2" 2 PERMANENTLY AFFIXED TO THE DOOR.LABELS SHALL NOT BE COVERED,REMOVED OR TAMPERED WITH. 1 LOCKSET K2 *QCL170E 626(LEVER) 1 LOCKSET K2 QCL270E 626(LEVER) 1 LOCKSET K2 XXX ti. CFM/SQ FT AS DETERMINED IN ACCORDANCE WITH AAMA/WDMA/CSA 4 EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OFA KEY OR SPECIAL KNOWLEDGE OR 1 CLQSER CAL-ROYAL CC441 1 GASKET PEMKO PK33D 1 CLOSER CAL-ROYAL 900PBF ALUM Cs 101/I.S.2/A440 OR NFRC 400 BY AN ACCREDITED,INDEPENDENT EFFORT. LABORATORY,AND LABELED AND CERTIFIED BY THE 1 CLOSER ARM CAL-ROYAL CR0077 SPRING 1 STOP CAL-ROYAL WB26 1 MAGNETIC HOLD OPEN CAL-ROYAL MDHR 1 "� MANUFACTURER. 5, OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. 1 WEATHERSTRIPPING PEMKO PK33D 1 THRESHOLD PEMKO 271A 1 GASKET PEMKO PK33D Schedules rs 6. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSIT€ON OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO AN 1 STOP CAL-ROYAL CFS20 1 DOOR SWEEP PEMKO 216AV 1 STOP CAL-ROYAL WB26 ti 3. ALL BEDROOM WINDOWS SHALL MEET FIRE ESCAPE AND RESCUE OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. 1 THRESHOLD PEMKO 271A i", OPENING REQUIREMENTS OF OSSC SECTION 1029. 7. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR SHALL MOVE TO THE CLOSED 1 DOOR SWEEP PEMKO 216AV 4. PROVIDE TEMPERED GLASS IN WINDOWS REQUIRED BY OSSC 2406.4 POSITION IN 1.5 SECONDS MINIMUM. - ,� 8. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE AUTHORITY HAVING JURISDICTION. * GROUP 4:DOOR AS (CORRIDOR STORAGE-20 MINUTE) GROUP 10: DOOR 133 9. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22.2 N). COORDINATE WITH ELECTRICAL SECURITY CARD READER SYSTEM NEEDING 24 aS �Q OLTS AT LOCATIONS CARD READER ACCESS NEEDED 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1/2"X 4-1/2" HARDWARE BY VINYL PATIO SLIDER MANUFACTURER 8 10. SLIDING OR FOLDING DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22.2 N). 1 LOCKSET K2 QCL270E 626(LEVER) 11. WHERE PROVIDED,THRESHOLDS AT DOORWAYS SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN LEVEL GREATER THAN 1/4 INCH IN -• - 000- A9 (BUILDING ENTRANCES-NO PANIC) 1 GASKET PEMKO PK33D a HEIGHT AND NOT MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 1 STOP CAL-ROYAL WB26 - 12. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR HEAD DETAIL. 6 HINGES CAL-ROYAL BB5200-32D NRP 4-1/2"X 4-1/2" GROUP 11; DOOR Cl (UNIT BEDROOM OR BATHROOM) 13. SEE 2/A8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL. 1 LOCKSET K2 *QCL170E 626(LEVER) 14. SEE 3IA8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL. 2 CLOSER CAL-ROYAL CC441 GROUP 5:DOOR A7 (FIRE SPRINKLER/WATER ROOM) 3 HINGES HAGER 1741 US26D 2 CLOSER ARM CAL-ROYAL CR0077 SPRING 1 LATCH KWIKSET 730 TNL(LEVER)or 2 WEATHERSTRIPPING PEMKO PK33D 3 HINGES CAL-ROYAL BB31-32D;4-1/2"X 4-1/2" LATCH KWIKSET 730 H(KNOB) 2 STOP CAL-ROYAL CFS20 1 LOCKSET K2 QCL170E 626(LEVER) 1 STOP CAL-ROYAL JRS34 1 THRESHOLD PEMKO 271A 1 WEATHERSTRIPPING PEMKO PK33D 3 SILENCERS TRIMCO 1229B 2 DOOR SWEEP PEMKO 216AV 1 THRESHOLD PEMKO 271A DOOR SWEEP PEMKO 216AV *COORDINATE WITH ELECTRICAL SECURITY CARD READER SYSTEM NEEDING 24 GROUP 12: DOORS D1,D2.D3 (UNIT CLOSET/LAUNDRY) VOLTS AT LOCATIONS CARD READER ACCESS NEEDED 2 04.27.17 Plan Check Responses GROUP 6: DOORS A8 (OVERHEAD GARAGE DOORS) 3 • HINGES HAGER 1741 US26D 104,26,17 Project Coordination 1 LATCH KWIKSET 720 TNL(LEVER)or GROUP 2:DOOR A3 (STA(- -6f INUTE) HARDWARE BY OVERHEAD DOOR MANUFACTURER LATCH KWIKSET 720 H(KNOB) # Date Description ARO 3 HINGES AL-ROYAL 13B31-26D; 1 STOP 6D;4-1/2"X 4-1/2" GROUP 7: DOOR B1 (UNIT ENTRY-20 MINUTE) 3 SILENCERS TRIMCAL-COYAL JRS34 1229E Revisions 1 LOCKSET K2 QCL230E 626(LEVER) • February 15,2017 1 CLOSER CAL-ROYAL 900PBF ALUM 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1/2"X 4-1/2" 1 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 1 LOCKSET K2 QCI230E 626(LEVER) GROUP 14: DOOR El.E2 (UNIT CLOSET-BYPASS) Date 1 GASKET PEMKO PK33D 1 VIEWER CAL-ROYAL ULDV 200 US26D -0 1 STOP CAL-ROYAL WB26 1 GASKETING PEMKO PK33D 1 BYPASS DOOR TRACK STANLEY • BPD60-00-60 OR BPD60-00-72 BB,KB,SM 1 STOP CAL-ROYAL JRS34 2 PULLS STANLEY 4485 US26D Designed By 1 GROUP 2 DOOR A6 (STAI-1-60' INUTE) 12 I6 HINGES my- AL-ROYAL BB31-26D;4-1/2"X 4-1/2" GROUP 8: DOOR 132 (UNIT DECK ENTRY) GROUP 15; DOOR Fl.F2 (UNIT LAUNDRY-BIFOLD) � �DG 1 LOCKSET K2 QCL230E 626(LEVER) By m 2 CLOSER CAL-ROYAL 900PBF ALUM 3 HINGES CAL-ROYAL TBHRC44 4"X 4" 1 BI-FOLD DOOR TRACK STANLEY BF30-00-48 OR BF30-00-60 2 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 1 LOCKSET K2 QTL250E 626(LEVER) W/METAL PIVOTS BB,KJ 4 2 GASKET PEMKO PK33D 1 WEATHERSTRIPPING PEMKO PK33D Checked By V 2 STOP CAL-ROYAL WB26 1 STOP CAL-ROYAL JRS34 2 PULL STANLEY 4485 US26D 1 THRESHOLD PEMKO 271A 17857 1 DOOR SWEEP PEMKO 216AV Project Number i.0 GROUP 16: DOOR Al2 (STAIR/BIKE STORAGE-90 MINUTE) 8 Ali011 1 3 HINGES CAL-ROYAL 8631-26D;4.1/2"X 4-1/2" 1 LOCKSET K2 QCL270E 626(LEVER) 1 CLOSER CAL-ROYAL 900PBF ALUM ■ KO PK33D Sheet Number it 1 STOPS CAL OYAL WB26 Copyright 2016 - i If this drawing is less than 24"x 38;It has been reduced.Scale accordingly. ceC FLOOR PLAN NOTES a a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF ,,A , , rR. STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. z1 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL ms ,+ Ys 1_ l,7 LEGEND SEE SHEET A0.01. ; ,-0 � , 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE PLANS FOR TYPE A OR B ICC/ANSI • ACCESSIBLE DWELLING UNITS, 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. Otak Architects, Inc 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. 808 SW 3rd Ave, Suite 300 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Portland, OR 97024 DUCTS AT FIRST AND SECOND FLOOR/CEILING Phone 503.287.6825 ASSEMBLIES SHALL RUN UNDER 1-HR FaX 503.45.2304 FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPES AND River Terrace East SCHEDULES. - 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL A3.01 INTERSECTION DETAILS AT 1-HR&2-HR WALLS. 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ZA 1 0 ON PLANS. WALLS COLUMNS AS SHOW WP CONCRETE TO FORCE AT WATER TOD MIGRATE AWAY FROM AND AROUND WITHOUT East side of SW Roy EXCEEDING 1.5%MAXIMUM SLOPE. Rogers Rd., Tigard, 12. SEE 19IA8.1 I FOR FIRE EXTINGUISHER CABINET g g DETAIL.COORDINATE LOCATION WITH FIRE OR 97223 MARSHALL AND PROVIDE UL-RATED TYPE ABC I FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. I 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. AIM 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER DESIGN/BUILDING DRAWINGS AS APPROVED BY A4.01 FIRE MARSHAL. 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, © Alli / ,� I SECURITY CONTROLS AND ELECTRICAL AI A4.01 A8.06 A4.02 I 3 3 RECEPTACLES SHALL BE MOUNTED BETWEEN 17.AND 48"ABOVE FINISHED FLOOR AND A8.06 A4.11 `WV A8.06 ELECTRICAL PANELS TO BE LOCATED WITHIN West Hills - ` ` - - - - - - - -- - - - - r - r - - % ` REACH RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. Development r r-- - - 7 � r r- ---1• ♦ 111:0 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT I 1 L __ _ II J t + DRAWING PACKAGE. _ ' r- Lr - • I � r r i J rµti - 735 SW 158th Ave., � i L _ __� r L J J � L _ _--� I --- -_ 18. 5EE DETAILS 9/A8.11 AND 101 A8.11 FOR J L 111 -i I �_ ---�J TOP OF SLOPE INFORMATION REGARDING JUNCTION BOX - - � PLACEMENT AND DETAILI1 /A8.11 , 12/A8.11 FOR Beaverton, OR 97006 ¢ in ao 10 ¢ ¢ m ■, PLUMBING PENETRATIONS FOR ONE AND TWO r -I ..., .., CRAWL SPACE EXHAUST ___. _J EXHAUST MI ¢ U �I Fi7 HOUR RATED WALLS. Z Cl. -' Di -J ¢ --� ¢ -� 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR Q ¢ ¢ FAN m WOOD FRAME ¢ ¢ FAN CRAWL SPACE ■ ---= - - - - - - ` - '-" a -� SHEAR WALLS a ¢ _ " FRAME DETAIL(AND HINGE JAMS DIMENSION). O .. INSULATED SEE STRUCT. °• 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. N U ACCESS CONCRETE PONY z DWGS,TYP 6 6 INSULATED w a E MECH DESIGN/BUILD TO COORDINATE LOCATIONS co PANEL N _0 i ACCESS u� p. . t N OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON 13 -i 26 24„X30„ - ,_8�, WALL WI FRAMED 26 N co 126 PANEL O u� BOTTOM OF SLOPE ALL 1 , / 24"X30" c i u) I TO BE GREATER THAN 3-O"FROM ALL OPERABLE WALL ABOVE,TYP. _ I - 1PLANS AND " r---, l ,--, ■ OPENINGS. ALL GARAGE EXHAUST VENTS SHALL ♦ r 10'-7 1/2" 12'-10 1/2" 11'-6 1/2" 13'-3112" 1 13`-3" 15'-1" 11'-2" 10'-7" 11'-7" 15'-3" Ica BE GREATER THAN 10'-0"FROM ALL OPERABLE 7r- OPENINGS. RETAINING WALL - STORAGE S RAGE / STORAGE STORAGE STORAGE STORAGE '� STORAGE / STORAGE / STORAGE STORAGE 26 ® 21. CRAWL SPACES SOIL SURFACES SHALL BE To SEE CIVIL dg de ci4 • iii 4E) 7n �- - gi: A5= 24B A5 24B A& 24B A5 24B A5 �24B 4 A5 24B A5 �AS c"v COVERED WITH ASOIL-GAS RETARDER • . p - 6 • . c ir--; „ 24B A I MEMBRANE(MIN.6 MIL POLYETHYLENE)AS CORRIDOR ♦ ♦ - _I- _ - , - - ! ` - -� • - Si - - - - - , ` CORRIDOR PART OFA COMPLETE RADON GAS MITIGATION WALL • 11 5'-0" 4`-7" -6" 5'-6" 5'-6" I 3'-10"I 3'-6"ll 4'-0" 6'-6" N -GV'E SYSTEM. b _` I '- " + -, ` ■� X - .f' X E-- .�' X a}' N N tr) 22. CRAWL SPACE VENTILATION SYSTEM IS BY o ■ I... I U I5' 31 " CORRIDOR21A U 21A 0 D c� .: �, OTHERS AND SHALL BE PERMITTED UNDER A *' '""" u0) 1/ _. ],C__ __ 1 DEFERRED SUBMITTAL. ill WALL CORRIDOR ♦ '� N- - I o - I I u . ,,..• - I- -° "�_ ♦ ♦ WALL CORRIDOR DS �1 l ��1_-�-� , • V i� w._-w r 1 Oil M�I B1 . �� B1 , bj ; • : A11 CI JI. V- ' O Mit 0p ° _ 11� tel -- 11A ai ti a - - I - � , 1A r1 h ° .. : i , 11.1111111111r --- I _ I-�-_ _ ki N■ r A3.02 2 � ' 1 i ,1• � �® ��I,� �� ,� � �` 2 A3.a1 . � + � � iair N cn 223111 ' H N UNIT 2.3 _ g N 72IIN ♦� 'b' A 20 <� 4-- 20 j ; O N BR1Ald Fi. 3�1~RN! 2 UNIT2.2 -A UNIT1.3 - B A�.11 UNIT1.4 - B II ; 0 /z l�S 1 { A4.11 © 7.,� %0RTIAO,OR r ' I rNE ' Cy------- r. 2 DS N ___ B2 1.41 0 1 a@ STAIR 2 ' -1 B o 1 ♦ ,-� ��.e--�_i..�_� - �■,_- t_._-,.. t -_ WININIIMMIO ,_-r,rr rr:.. ,.tlt�� i - • - !� ter. t.. .i.� - ♦ -- - - - 11 ` S 3 3 3 DS•© _ DS 3 3 3 DS Q - 1','� W�• 1 - 3 3 3 ° �---MLI - m� DS 3 3 3 E, -Q `-`�� ' I O O O 11 N 11A ° ° ° N ° 11A O O pS i Al Q i II Q ° ODS I cit LO 22 Plex - --J DS Basement Floor - I 2 �? A5.02 Plan m 0 -„ a 0_ I I I 2'-11/2" 2'-0" 3i/2" 1,- " 1'-3" 1'-2" 31/2; " 1'-10"--..\31;"--i. x 21-2" 1/2"\ 3112' 3112" 3112", 2'- 314' 3 112" 3 1/2" 1'-0" 3112"1 311x" r311Y 1 2'-73/4" 31/2" ` l 3'-0" 3'-0" '-21/213'-0" - -631-6" 3'-0" '-0" 15'-1112" '-6 '-611 " '-6' '-0'14,31-0" � '-�'-911,�r '-611--6" 3'-0" 3'-0" I 'op'-0" '-O" '-7"3'-0" '-0" '-7 '-6 '-6 '-6" '-0" '-0" '-7" I .r ;-2 17'-91/2" / 13'-71/2" / 10'-8" 18'-81/2° / 10'-61/2" / 18'-71/2" / 10'-9" 5," 11'-51/2" 13'-3" / 9'-1112" '-411 "i'/ 44'-3" 29'-3" t 29'-41/2" 10'-0" / 34'-31/2" I I CT 1 I I ...] I co # Date Description „it vi. oI Revisions A3.02} X Ji_ X JANUARY 12,2017 u al U) w U) Date 0 U 111:0 41) GO 4111)w cu Designed By m WY,ZD,DG L'3.. PROVIDE KNOX COMPANY RAPID ENTRY SYSTEM(S) Drawn By ti PER EACH BUILDINGS AS BB, APPROVED BY TUALATIN KJ VALLEY FIRE AND RESCUE Checked By m E 17857 Project Number A n N A2 • 00 0 Sheet Number 1 BASEMENT FLOOR PLANED iki Copyright 2016 0 u- SCALE: 1/8"= 1'-0" If this drawing is less than 2,4"x36,it has A2.00 been reduced.scale eccon*ngry. X FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 7-� �`d s L� AND EDGE OF ROUGH OPENING UNLESS OTHERWISE '' ,,1 - NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL '' -i7.--aj.tEij.*-liAti LEGEND SEE SHEET A0.01. w` -'. ` X. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE BUILDING PLANS FOR TYPE A OR B ICC/ANSI Ptak Architects, Inc ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR 808 SW 3rd Ave, Suite 300 DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. Portland, OR 97204 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Phone 503.287.6825 OTHER STAIR INFORMATION. FaX 503.415.2304 7. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR A FLOOR/CEILING ASSEMBLY. 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY A4.01 © RATING AT ALL TUB/SHOWERS. 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND r pEast A4.02 Ravel Terrace .�n ZB qD �c • A4 010 10. SEE DETAILS 13/A8.11 AND 14/A8.11 FOR WALL L!'1r �© INTERSECTION DETAILS AT 1-HR&2-HR WALLS. i� A3.01 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN A4.11 re 0. I- ¢ a ON PLANS.WARP CONCRETE AT WALLS AND 61 1 COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE 150'-11" 15% FROM MAXIMUM SLOPE. 12. WITHOUT EXCEEDING SW Roy Rogers Rd. 37'- 11" k 10'-0" / 42'- 1 1/2" �, 57'-1 1/2" I DETAIL.SEE 19 COORDINATE LOCATIONA8.11FOR FIRE IWITH FIRESHER Tigard, OR 97223 -• 12'-9" / 24'-8112" 54,131E"1 5p" 10'-9 112" 20'-3" / 10'-7 1/2" 10'-6" / 12'-2" / 10'- 11" 23'-6 1/2" MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE • EXTINGUISHER WITH 1Q POUND NOMINAL CAPACITY 2�83 8'-0" '-9 8'-0" 1_3112" 8'-011 / f3'-0" '_0n / 6'-0" 8'-0" / / / 8'-0" . 1' 8'-D" // / 8'-Q" j, / / 8'-Q" / / / 8'-0" },3'-4"/ 8'-0" }, AND AMMONIUM PHOSPHATE-BASED ENAMELED MiCAL ! / IN MANUFACTURER'S STANDARD ENAMELED 1'- 1/4"J 31/2" I ' 1'-6 1/4" 1'- 11"� •.--11-3 314" �2'-21, �1'- 1 2 " �2'-1 112" CONTAINER I 8 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER DESIGN/BUILDING DRAWINGS AS APPROVED BY 2 FIRE MARSHAL. 5.01 16. OPERABLE PARTS OF LIGHTING,ENVIRONMENTAL, SECURITY CONTROLS AND ELECTRICAL ©` RECEPTACLES SHALL BE MOUNTED BETWEEN 17. - _ = AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL 0 4 N► "_ E7 © `� 5 PANELS TO BE LOCATED WITHIN REACH RANGE OF + c "' DS 10 v �-'�- �'� 0 v ©$ ! 10 f E --sJ �'k-f ] A8.04 LICEI 11 10 _ J a pg N 48"ABOVE FINiSHI*D FLOOR TO HfGHEST CONTROL West Hills - - ----�c -� - ;t- - ----� - D5- _ I1 DS ►� _ `IDS-w --N----- �- -- P - -� °I _ ® --- - --u� ♦ ♦ --- AT GROUND FLOOR UNITS. _ `1" "i A N °Ell A8 ---� AS . DS T A8 a AADS 1 17. FOR FLOOR ELEVATIONS SITE SITE DEVELOPMENT 4 10 A8 A; �-.� -\ bill�s """'�"-OM '�• ° A8 Lit5L '� -` N r-♦ DRAWING PACKAGE. 1 Development DS. AS1 \ / \ / ;- UP_ �� - A8 A810 r 18. SEE DETAILS 91A8.11 AND 10/AS 1 FOR ,, / X I I I �� 1 N / � /^- \ / I N / I I N / rl co INFORMATION REGARDING JUNCTION BOX 735 SW 158th Ave., 23A \ / X X X m PLACEMENT AND DETAIL11 /A8.11 , 12/A8.11 FOR I II + Beaverton, OR 97006 = r \ / I I / I I / \ I _ ©� 1s BIKES / \ I I / I { X I / N I 11{� N I I N I / N I O ; tr PLUMBING P N ATIONS FOR ONE AND TWO S. 1 © X t/ ____..-4., 1 I� - - 'W X I / N I !�V . X I� _ �I I� __ "- 5 (? 19, SEE 1 1 A8.11 FOR TYPICAL INTERIOR WOOD DOOR / qX I o q STAIR 1 "� 4 I / \ I - / I _ `0 �I FRAME DETAIL(AND HINGE JAMB DIMENSION). co /'\ co 0 _ _ LI 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. "' w Z. w- E. w w 24B w w R4110 U A6 .0 i An w Q - 2 -g N ll ,DS c. MECH DESIGN/BUILD TO COORDINATE LOCATIONS OF N to © j a Cl- 0. F rE a CL 24B a�-. 24B t 24A w w L ars VENTS AND SOFFITS WI LOCATIONS SHOWN ON 1'-0110 o� o � U .W �� a. a. aQ rr as O ® 11A cn N .- O • w w a.a. w w u�LII to a �` ""� = N PLANS AND ELEVATIONS. ALL STANDARD VENTS TO r -�. _ BI=GREATER THAN 3'-0"FROM ALL OPERABLE M -1 I- Y 0= CP O� o= cco, w- 2 OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE sTORA E0" co -(4 . ; - �' 9'- OJ CO `r -J co fn GREATER THAN 10'-0"FROM ALL OPERABLE b =''� F DS' ' -� GARAGE 1 GARAGE 2 GARAGE 3 _ __ _ U (ACCESSIBLE) GARAGE 5 GARAGE 6 GARAGE 7 GARAGE 8 GARAGE 9 GARAGE 1Q m A7 M Q , OPENINGS. C,-) 3 F-_. 21. CRAWL SPACE5 SOIL SURFACES SHALL BE 1a ' v ► GARAGE 4 ' ' IC Lli I ri_____ __, A4 A4 digii r , , COVERED WITH A SOIL-GAS RETARDER MEMBRANE'o21 ii 2Q'-7" ��• _ (MIN.6 MIL POLYETHYLENE)AS PART OF A COMPLETE CORRIDOR _^___,� LJ ,..�=�- �, ��1A r - CORRIDOR 22. CRAWL SPACERADON GAS I VENIION SYSTEM. LATON SYSTEM IS BY OTHERSI r e- ,,T0 WALL `I .. SO , a WALL DESIGN BUILD AND SHALL BE PERMITTED UNDER A o 3'-2114" 1A r r 21A �� I� DEFERRED SUBMITTAL. c' wi♦ ' 21A 21A 0 CORRIDOR 0 - _ - ppm • 20 CORRIDOR 31 Eb >: ♦ ;� 23. SEE DETAIL 71A8.12&81A8.12 FOR GARAGE OPENER _ , . P v N/ W 0 C'+ Q CORRIDO" INFORMATION i� - -'R '�`- - WALL 24. SEE DETAIL 5/A8.12 FOR NONRATED WALL WALL DS...- t = i i [� L_1 .I..,..-i 'I..r.'■ 1 '1 .r - F 4I1'ill ; -- I g 1Q 1 � �- _-i �- __ O _ �_ - om : 22 1 I O = INTERSECTION WITH 1 HR FLOORICElLING ABOVE. ao , . t.l eml-g_i A11 � 11 � in 111 - 0 Ob *0 " 11 Al �� 4 r DN 1 oI3II Q© t• 4 !12P©0I UA ill111111 • E" '� 2 A3 01 = A3.02 2 `1 .1. I i 1. l---•-- 't- - M\ _ I 11A .e a . a n >� _ 3 Fri 11 co - " 1 Cr) III ZO 3720 �� 20 AI 2Q ME __ims M; 111 ® ZO T- BRIAN . .7 A4.11 - folk- .51-* 2 UNIT 2.2 -A UNIT 1.3 - B UNIT 1.4- B UNIT 2.3 - B c° ,, ii ® -' PORT1AN°,OR 0 , A4.11 1 0* ?k\ r; N, -'444*OF 0 ..., Deb DS `- L ...j ...»..,,_�� . ... I �'_/ Q L'/ 0 STAIR 2 E 11111111111111. c0 r .rtewk mut .� ff 0 L=.=..=_-_-.-.17-7612'DS I3f:3\ �E 13 ° =." DS I• =�la O • 0 .'S 1... _ L DS (� 1 V O O D Mill..fit CI �� rte, t.� 0O N t`y DS 11A �� O3 _.. N. O V O DS c" N -- - S cv + I - - - { - - = 3 Z. 22 Plex First _ ► AS.D� 1 1- Floor Plan to RODE BELOW hi I o I I 2' ,011 r 2'- 1 718" " 2'-1 1/2' 3 112" " . - " 3 112 11 11 , 3 1/2 " " " 3 112 3 1/2' ' 10 114" 1/2" /� 3 1121 2 7 31 9 112 112 1 3 112 112" 3 112 3 112 3 112 '-0",.....11-0" '-2 1/2" 1-0" 7 G -6 F-6" 1-o" 1-©11 r}1-6',' T Iy,1-6;i; -+l 1_.ill 1-0"40.31-Q" 9 114" 1_61?' 1_CI 1-fil 1-OII 1-QII -Qtl F oil /-711 1-011f A11 1-"]II�11 1- 111 .]I-.]!1 pl-}1R /- / - ' V /, / i V / {_ S7 IG V V/ / /- �� U (1,3' U ir r L/ U lI _it'-2� 17'-91/2'' 1' )/2" 9'-8" ,`-11, 10"-8" i, 4'-4" '/ 9'-8" dr '-8112"�, 10'-6112" �, 7'-3314" / 9111'III-7112" / 10 '-9" 5tyi" 11'-5112" / 13'-3" 9'-1 1/2" f-411 ; 44'-3" 29'-3" 29'-41/2" ---d"1'-8114" 10'-Q" 34'-3112" /-- 1.-J I-_ �I--I Ice I� a� Fa Fa 4L 2. 04.27.17 Plan Check Responses ..„J . 0 1 :evls: Description ...1 4.1 0s A3.02 February 15,2017 Date a BB, KB, SM P Designed By -0 - WY,ZD, DG PROVIDE KNOX COMPANY Drawn By Cl: PERID ENTRY EACH BULIDING AS } BB KJ APPROVED BY TUALATIN ' VALLEY FIRE AND RESCUE Checked By 0 U , 17857 Project Number w 8 m N A2 • 0 1 ,r, Sheet Number 1 FIRST FLOOR PLAN ED Copyright 2016 ii A2.01 SCALE: 1/8"= 1'-0" If this drawing is less than 24"x 36",it has been reduced.Scale accordingly. ta CC FLOOR PLAN NOTES o a ,;,_; t it.),, :„.„„ ,,,,,,,...... 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS ,M_; � �"x` OTHERWISE NOTED. � '� "� � M 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL k LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET Al.01. 4. SEE PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Otak Architects, Inc DIMENSIONS,TYPICAL NOTES,AND WALL ASSEMBLIES. 808 SW 3rd Ave, Suite 300 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND Portland, OR 97024 OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL Phone 503.287.6825 DUCTS AT FIRST AND SECOND FLOOR/CEILING Fax 503.415.2304 ASSEMBLIES SHALL RUN UNDER 1-HR iinik Aft © MAINTAIN WALL FLOOR/CEILING ASSEMBLY. . , "Ali 8. RATINGA ALL TUB/SHOWERS. ASSEMBLY A4.01 A4.02 ' A4.01 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE River Terrace East C ZB ZD G \ AND FOR SCHEDUL�SOR AND WINDOW TYPES AND A3.01 10. SEE DETAILS 131 A8.11 AND 141 A8.11 FOR WALL 0 4/ �'/ tx t ? INTERSECTION DETAILS AT 1-HR&2-HR WALLS. ` \ x t`�- x a 1 c� ¢ 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN a N U. CD a 2 ON PLANS.WARP CONCRETE AT WALLS AND • COLUMNS AS SHOWN TO FORCE WATER TO East side Of SW Roy 147 -2 • MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. Rogers Rd., Tigard, 37'- 11" 10'-0" 42'- 1 1/2" 57'-1 112" 12. SEE 191 A8.11 FOR FIRE EXTINGUISHER CABINET OR 97223 / / DETAIL.COORDINATE LOCATION WITH FIRE 12'-9" ! 13'-3" / 11'-51/2" 5y" 5 10'-10" / 7'-6" '- " 8'-71/2" '-7" 10'-71/2" 1 " 10'-51/2" 12'- 11/2" 10'-111/2" 1'- ,1 4" 8'-71/2" 1'- 4" 11'-8" MARSHALL AND PROVIDE UL-RATED TYPE ABC / / }' FIRE EXTINGUISHER WITH 10 POUND NOMINAL jrr ,� ,� - „ " '- ',- / / 3,_ „ ' „ / / `, '' I '_ ' '_ „ 3�_ '_ .r j,3 -7 / 6 -0 - / 8 - 1 C" / y3'- / / /3 -0' 0/ y3 -0�3 -0 /l y3 -0" 3 -0'�3'-6� / 0 , 0" 0 -0ji, 0" 0' 0" 0' 0' 0 ` 0 0 CAPACITY AND AMMONIUM PHOSPHATE-BASED 2'-b 1/2" 3 1/2 ) 31/2"� 31/2. ,�/ 3 1 " 1- � "/ ENAMELED CHEMICALDRY CONTAIINER MANUFACTURER'S STANDARD 2'�4' 12", 2" 3 112"� 3 112"� 3 1/2 3 112 3 112 - "� "� "J 3 1I2"' 13. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE 2'-8 112" 2'-5 Z/4"-� '-5112" 12"-/ .2 6 1J2 -0 1 4 2'- 314 l -z" 2 -61 2" MECHANICAL DESIGN/BUILDING DRAWINGS. 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE ELECTRICAL DESIGN/BUILDING DRAWINGS. 3 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER A5.0 1 DESIGN/BUILDING DRAWINGS AS APPROVED BY IN - ROOF BELOW FIRE MARSHAL. I 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, N cIA v I i , N `, N 11 • i, SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN West Hills �'k a .� 17 0 O O 1 1 .5 -_ _I. \J 11AI � �� O O 17.AND 48"ABOVE FINISHED FLOOR AND "�""`"""'�"'1 � � ■ r °Ir '-IL d i r ' 1 ELECTRICAL PANELS TO BE LOCATED WITHIN I. o REACH RANGE OF 4$"ABOVE FINISHED FLOOR TO kti ---W °j° `: L'-+- 'L --L-." + �'i` STAIR 1 O 0 "" "o O 0 "'� ''"� -,- _ A0 HIGHEST CONTROL AT GROUND FLOOR UNITS. Development 11A �-J-� e■■■En� o Tr ° B3 r- / - :,i O �. r ' '= - M C 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT735 SW 158th AVe , sigL� --�� Ai/imp �"� 18. SEE DETAILS9/A8.11 AND 10/A8.11 FOR Beaverton OR 97006 EIMIE 1M I. O M ' INFORMATION REGARDING JUNCTION BOX ' M �- PLACEMENT AND DETAILII /A8.11 , 12/A8.11 FOR "f..` UNIT 2.4 1 21 ' UNIT 2.5 UNIT 3.1 PLUMBING PENETRATIONS FOR ONE AND TWO .] HOUR RATED WALLS. rs cn I -Ni - 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR j 20 `;� FRAME DETAIL(AND HINGE JAMB DIMENSION). N Fv _�,� - co N 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. O - 11q r,, MECH DESIGN/BUILD TO COORDINATE LOCATIONS `--.1--t-,s L _ Lergr-.7.1 � in -_ -- L_ i 1 .. r « ROOF BELOW OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON PI MN 'i --- rjing.17 °I° I I PLANS AND ELEVATIONS. ALL STANDARD VENTS 11) �� _,; , i 1 TO BE GREATER THAN 3'-0"FROM ALL OPERABLE -w- ' `''' w . UP ;` •" �' `0 r"`" f j r�- OPENINGS. ALL GARAGE EXHAUST VENTS SHALL ' iv 1 flu. ON © , I 1 L 1 4"/12" _ BE GREATER THAN 10'-0" FROM ALL OPERABLE � o♦ i q .i I I-----a _� i -- !- `"� -�. MOPENINGS. all ELi 21. CRAWL SPACES SOIL SURFACES SHALL BE i- 1 i B I� ---� __ B1 I L I _ �__- j Ql `r _ COVERED WITHASOIL-GAS RETARDER CORRIDOR r..r imoil I r---."- O 3S`" Li iI ° I �7 I - 1 CORRIDOR_ - - �� ,...� I r - - ♦ MEMBRANE(MIN.6 MIL POLYETHYLENE)AS WALL - --- T - - `-- ll N WALL PART OF A COMPLETE RADON GAS MITIGATION , "' 'I 20 I . 1A 1A CORRIDOR 2, 22 �, Q I I a o0 SYSTEM, ro 1 20 1 ,y ;r, 22. CRAWL SPACE VENTILATION SYSTEM IS BY CORRIDOR ';___N..... .... ....____OE �� O41:11 OTHERS AND SHALL BE PERMITTED UNDER A Lu ,! rs CORRIDOR WALL - rPI 7 i I I r- �` t_�` BI �„r I. '� '�' i - , --- _ \ WALL DEFERRED SUBMITTAL. ° _ `-I ,L-L-1 _,... ., L y_ _ ,_ i B, a t I0L1-_1-__ __ 61 . o I♦1. - __1-_ -Biz , I ' ! oN - I I I O l IP i �' •� A1, iliN • /� 20'-7' 0 r.. cv I 4L1fl so' '"� 1 i I I . , -�J�� 4 ©iCII �i>II imi �}P N co. - i I k I I _ 4 �- a N�♦ ♦ „A `'r --I - �� , i I° I c # 11A 2 A3.01 * 1 ' , A3.02 2 I 1 I J. I 1 -3/Nb � i �� " I J to z.,) ,.... ' mi• UNIT 2.3 �0 ,! r te,i' . cl c.3 . ,, p--- , BIiiAN "FL , 5 / ' • l /Z O © UNIT 2.2 UNIT 1.3 20 UNIT 1.4 N ! i) • �7 a cQ 1 20 Vir 7 _ 0. I O ' A TI: ND,la, hi„ , M 0 0AI 6 I1_ 0 0 STAIR 2 13 N4 IR,* &41 --Nb 0F 0 MI BM B2 A8.01 �; �*.,,-.,,,.I........ -I-_-, A_____ I11A ' ° ■ar.rrll! arra and _ iiNf llOr ME mem�-I l maw ° 0 t..0- �� R I �� - - \ ` \ `_ T -,--, ° v_-_ . I .levo ° :, ,__ll I - I, =I ' cam- !U 0 (70 - _ N _ �� col° /� 0 1 1 3 0 3 6 111A1 000 N N 000 11 , N _ �! OOO iN J _L N N iy - rFil - - r - 22 Plex Second N I I I I I A5.0 {F Floor Plan w.. r N ra l6 I I I e,-z„ Ci 3 1/2" d 1/4' 9 1/2 --,\ 3 112 13 1/2" 3 112 3 112" Adi 3 112" 3 1/2"1 3 112 3 112") 3 112"� 2';3/4"; 112 2'-7" 2'-7` 2'-, 1122'-73 -6' '-D" '-2112, -0" �f'-6'IQ'-6 '-6 / '-0"9,3'-4" I9 '-6i'-6' '-6' } /'-04,3'-0'e '-2' '-0" -6 '-6' -6' /3'-0"1.,3'-0'� /3'-0"03'-0" '-0 -0" / 8'-1" 6'-0" 3'-3'! 3'-21 . ' .r ��r if Af" ��r •r '� 17'-91/2" l' /2" 9'-8" -11' 10'-8" 4'-4" 9'-8" /4'-81/2" 10'-61/2" 7'-33/4" / 9'-7112" 1' 814" 10'-9" 51/2" 11'-51/2" / 13'-3" / 9'- 11/2" �3'-41/2" 44'-3" 29'-3" 29'-41/2" ++fr 10'-0" 34'-31/2" 1 I 1 1 Q 1 L�_ :evisi:e Description 0 0 1(7) ex Allilli Fri: di ...J co �� JANUARY 12.2017 r A3.02 co Date U BB, KB,SM v, um Designed By i WY,ZD, DG Drawn By L BB, KJ 1 Checked By E 17857 iProject Number 0 N N A2 . 02 g ° ED 1 SECOND FLOOR PLAN Sheet Number Copyright 2016 ? Li 042.02 SCALE: 1/8"= 1'-0" if this drawing is less then 24"x 36",it has been reduced.Scale accordingly, Wu" FLOOR PLAN NOTES o a ..,„t , ,,....„7„,k„.„,,,, ,,,, 1, ALL DIMENSIONS AND GRIDS ARE TO FACE OF OTHERWISE NOTED.STUD AND EDGE OF ROUGH OPENING UNLESS 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL k, ;3 LEGEND SEE SHEET A0.01. '� � 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. 4. SEE PLANS FOR TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS, 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR DIMENSIONS,TYPICAL NOTES,AND WALL Otak Architects, Inc ASSEMBLIES. 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND 808 SW 3rd Ave, Suite 300 OTHER STAIR INFORMATION. Portland, OR 97024 7, UNLESS OTHERWISE NOTED ALL MECHANICAL. Phone 503.287.8$25 DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR Fax 503.415.2304 FLOOR/CEILING ASSEMBLY. ® 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. A4.01 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE River Terrace East AND FOR DOOR AND WINDOW TYPES AND ZA ZB ZD A3,01la) A Ak 111111116 0 10. SEE DETAILS 131A8.11 AND 141A8.11 FOR WALL Al INTERSECTION DETAILS AT 1-HR&2-HR WALLS. Icc H<..7.- ._, A4.12 A4.01 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN 1 ti ,.¢r ON PLANS.WARP CONCRETE AT WALLS AND I M GRA7 AWAY ROMUMNS AS SHOWN TAND AROUND O FORCE WATER WITHOUT TO East side of SW Roy 4 147'-2" I EXCEEDING 1.5%MAXIMUM SLOPE. Rogers Rd., Tigard, 37'-11" / 10'-0" / 42'- 1 1/2" y 5T-1 1/2" 12. SEE 19 l A8.11 FOR FIRE EXTINGUISHER CABINET OR 97223 DETAIL.COORDINATE LOCATION WITH FIRE 12'-9" 13'-3" 11'-5112" 10'-9112" 7'-6112" $'-7112" 10'-7112" 10'-6" 12'-2" 10'-11" 8'-7912" 11'-8112" MARSHALL AND PROVIDE UL-RATED TYPE ABC Jo y / / / / / / y / / / / y FIRE EXTINGUISHER WITH 10 POUND NOMINAL �'S 1/2" 5112"J �1'-6" -2'_71.0' " -1'-11 3/4" CAPACITY AND AMMONIUM PHOSPHATE-BASED _ 1'-2 314"� DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER },3'-$"y 6'-0" Ir- / .!' 8'-1" / J'' 0". '-Q/ / )'-0' ' 0", / j3'-0" '-0" / /3'-0" / y3'-0"A' '-0/ / '-0"j,3'-Oy / y3'-0" '-Oy 3/-01/ '-0" '-0/ / y3'-0" '-Oy / / OP 3'-0",'-0� y3'-0"?'-0y 13. ORMECHANCALSYSTEMS&EQUIPMENT SEE f „ 31/2" 31/2 31/2' I „J 31/2"' „� 31/2" 3112"- ) 3112" 3112"• MECHANICAL DESIGN/BUILDING DRAWINGS. "-- 2 -9.) 2'-5 3/4"-) 2'-5 1/2 2 4 / 3112 3112 - / "J '- "J 2'-3 l/2-" 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 2'-9112 ,� "J J ,- "� 2' 334 1 2 1 2 2 -2" 2 6 1/2 ELECTRICAL DESIGN/BUILDING DRAWINGS. 4 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 4 A5 t1 DESIGN/BUILDING DRAWINGS AS APPROVED BY FIRE MARSHAL. A4.11 11A 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, -, id --- SECURITY CONTROLS AND ELECTRICAL Wao '' '''.1 11A T RECEPTACLES SHALL BE MOUNTED BETWEEN M 1A ,r 17.AND 4$"ABOVE FINISHED FLOOR AND West �+ O 11A 1 A� Hills 71 - V O3 3 3 I O -F 1 .111 3 ' or"=! 1 I I AIL II I -�♦ ELECTRICAL PANELS TO BE LOCATED WITHIN . OOO ♦ - - - - �.-a=-4A4 i- - o r0i 0 -.....-'-. . _ - 1 ill . - .� a, - -. ' I� - -j- OII - _a - "� o �♦ -� N. - REACHRANGEOFABOVEFINISHED FLOOR TO �-/ 48" `v ---- L__} .`....�."....�.. . 5TH ' 1 1 0 1 ��=11111.- 0 ■_",. , RHIGHEST CONTROL AT GROUND FLOOR UNITS. Development It 11A-• \ 3 o O O 11111111111111111111 o O 11A r ;r 6 r OPEN TO -:�•■�..�. .� O O --�' O 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT DRAWING PACKAGE. ...____1= 2...___L---._ BELOW L. �a �N �� ., "' 18. SEE DETAIL59/A8.11 AND 10/A8.11 FOR 735 SW 158th Ave., 11 • q© 5 INFORMATION REGARDING JUNCTION BOX Beaverton, OR 97006 F ,` ,©© - O PLACEMENT AND DETAIL11/A8.11 , 121 A8.11 FOR co I CD PLUMBING PENETRATIONS FOR ONE AND TWO _ � O I. I 21 � -� 20 5 HOURRATEDWALLS.UNIT 2"5 UNIT 3.1 19. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD DOOR -, -' N3 UNIT 2.4 � - N _ �,rO FRAME DETAIL(AND HINGE JAMB DIMENSION), r , M 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. EmiNinnlia _ r ' MECH DESIGN/BUILD TO COORDINATE LOCATIONS ci OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON _ ` ` -i L J i PLANS AND ELEVATIONS. ALL STANDARD VENTS _• `----- _ � ) _- I- © TO BE GREATER THAN 3'-0"FROM ALL OPERABLE • '� I --- DN - i ., - -`'._ . �Y ,-- 1 ` - _ OPENINGS. ALL GARAGE EXHAUST VENTS SHALL a i , ©' i 1 i BE GREATER THAN 10'-0°FROM ALL OPERABLE _ .3*-----,�� „ 1 Q` _ I _ 1 1 i i :1?- OPENINGS. v O N �- iiii 21A • ---J ,, a 21. CRAWL SPACES SOIL SURFACES SHALL BE II - Q I T_ -- _ : COVERED WITH A SOIL-GAS RETARDER I i r- CQRRIDOR ' r O �� r-- -- 0 I C. P _ 1I; I ---1 0 _ 0 - 0 - . 0/ COF2RIDDR0 MEMBRANE(M1N.6 MIL POLYETHYLENE)AS WALL �' M �'l' ii 20 I AIL -- -------------- 2A - �1 I I �� - - WALL PART OF A COMPLETE RADON GAS MITIGATION SYSTEM. � 8 _ �� 21A31 E 21 CORRIDOR11 tNt o 22. CRAWL SPACE VENTILATION SYSTEM IS BY CORRIDOR I `-",..VI ---- _ I 20 1 �' `r' CO O OTHERS AND SHALL BE PERMITTED UNDER A RR R ,� - - T -'t RRID R410 DEFERRED SUSM{TIAL. _ rr �- WALL c01 o ___1 14....1.___ -- � 01�� lip ��--1------ VATIC)" �r tip IT L.-1__i _ • I�I j rff r \ : n tz kr -M.- r I ID #1 1111 U i I 4 f i I 111ARi** LI a 2 A3.01 • ;4 a. g A3,02 2 I s ._� .1 �� I .10 ; 1 L-. -® 4 r� , >� ET t UNIT 2.3 �.+� N ' 721 + re) in EENER CI N 04 m 5 A 1 20II. O co -E 211 UNIT 2"2 20 UNIT 1"3 ( ' UNIT 1"4 ; 0 `° . 1 (�~ f 7 • %Ft NO,OR A4.11 A4.11 N STAIR 2,- 6 `111 ? ©l: 4) :- -. �-1 -g.., „_,„.____,„ . ...._ //�� N.OPEN TO � OF 4 �• cr) C ___ _ O O ...... Q O Al 1O V ©,BELOW °I. ::= I i1•nR_i ■MIR . +1 _, 4 Lc, 11A . ` '. © . ©-- eI �r ® - © _ © _ . ___ __ L_O�O INI O O GIcq __ L. 11 91A! l� 22 Plex Third I I E I I E�• Floor Plan r m - w Cr Z I I I I a. „ moi'- x7314" 2'-2112" (-2'11 112' .....,--3 -g A2'-c A2'-7" 31/2" 3 112 3 112„ 3 112` (3 112" 3 112 3'- 114" x3112 3 1/2" 31/2 3 1/2" 3'-5314" I3'-0" 3'-0" '-21/2 '-0" -0" '-0"4'-71/4" '-0" 3'-0" / '-0" 3'-0" 6'-43/4" 3'-0'1,103'-0" 3'-0" y3'-0" '-0" ( , 3'-0".0j1,3'-0" I '-0" 1 '-0" '�3'-0" '-0" '-0" 6'-0" 3'-3" 4t1 el( e / / �f / ... / r �r ('Ti, -• 2'-2"� a 31'-5" 10'-8" / 18'-81/2" 10'-61/2" / 18'-7112" / 10'-9" / 5 1/2" 11'-5112" 13'-3" / 9'-1112" �3'-4112" 44'-3" 29'-3" 29'-41/2" 10'-0" 34'-31/2" I 1-.-1 d--1 I I I 2 �- i i <-c a¢ 1 x r¢ X # Date Description Ti w n.� a� wcn uiva Revisions A3.02 ix Llib. m GO 0 Q 411) 411) JANUARY 12,2017 co Date Ca0 BB,KB, SM TA w Designed By iWY,ZD, DG 1-• Drawn By m BB, KJ e Checked By w E 17857 § Project Number a 3 m to N A2 . 03 03 D U 1 THIRD FLOOR PLAN Sheet Numberhi Copyright 2016© 't A2.03 SCALE: 1/8"=1'-0" If this drawing is less than 24"x 36",It has iar been reduced.Scale accordingly. 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) r-;. , ia,I' ;X, ATTIC#1 2196 316.2241300 1054 (10)x 50=500 SQ. N. (10)x 50=500 SQ. IN. 1236 2. VAPOR BARRIER AT INSULATION TO BE LOCATED IN WARM SIDE OF ,, 1 ` , .i ,I' .r 44,58 LF x 5.3=236.3 SQ. IN. INSULATION. =' "'j .. I ,. `} ATTIC#2 2576 370,9441300 1236 (10)x 50=500 SQ. IN. (12)x 50=600 SQ. IN. 1224 3. SEE DETAILS 131 A8.04 AND 141A8.04 FOR ROOF PENETRATIONS. 23.33 LF x 5,3=123.7 SQ. IN. 4. ALL OVER FRAMED ROOF AREAS SHALL HAVE A 22-112"X 30"HOLE CUT IN ATTIC#3 231$ 333,7921300 1113 (6)x 50=300 SQ. IN. (12)x 50=600 SQ. IN. 1180 ROOF SHEATHING FOR ACCESS AND CONTINUITY OF ROOF INSULATION. • 52.8LFx 5.3=280 SQ. IN. - 5. PER 2014 OSSC 1203.2 THE NET FREE VENTING AREA SHALL BE 1/300.INSULATION HAVING STAIR#1 242 2421300 242 (3)x 50=150 SQ. IN. (3}x 50= 150 SQ. IN. 300 A VAPOR BARRIER WITH A TRANSMISSION RATE NOT EXCEEDING 1 PERM SHALL BE Otak Architects, Inc PROVIDED. 808 SW 3rd Ave, Suite 300 6. ROOF ATTIC VENT PROVIDES 50 SQ.IN. FREE AREA EACH. Portland, OR 97024 STAIR#2 217 217/300 217 (3)x 50= 150 SQ. IN. (3)x 50= 150 SQ. IN. 300 Phone 503,287,6825 7. EAVE VENTS AT TRUSS BAYS:PROVIDE(3)VENT HOLES AT 1-1/2"DIA.(5.3 SQ IN.OF FREE Fax 503,415.2304 AREA PER 24"O.C.TRUSS AREA.) 8. CONT1NOUS SOFFIT VENTS PROVIDE 9 SQ. IN.PER 1'-0" 9. SEE DETAILS 10/A8.04,11 /A8,04, 12/A8.04,15/A8.04 FOR TYPICAL ROOF FLASHING River Terrace East DETAILS. 10. FOR ROOF SLOPES FROM 2"112"TO 4"/12"DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED.ASLO SEE SPECIFICATION SECTION 073113-3,SUBSECTION 3.2 FOR 2"/12"TO 3"/12"ROOF SLOPE ROOFING UNDERLAYMENT INSTRUCTIONS. 11.TRIANGULAR LOUVERS SHOWN ON ELEVATIONS ARE NON-FUNCTIONAL.AND ARE NOT East side of SW Roy INTENDED TO PROVIDE ATTIC VENTILATION. Rogers Rd., Tigard, ZA ZB ZDED 22 LE CUT IN ROOF IS OR 97223 SHIEATHING ATOOVERFRAM NG FOR ROOF PLAN LEGEND ACCESS AND FOR CONTINUITY OF ROOF VENTILATION,TYP. - - - - - EAVE VENTING I I "^^"" 1 HR EXIT ENCLOSURE WALL TO UNDERSIDE OF SHEATHING. Q I Q I - - .T- OUTLINE OF WALL BELOW A4.01 A4.01 ! 4Alk • • DRAFTSTOP I ` A4.11 `WV (V _ 10"112" _-. ... 10"/12"DS II DS DS ---- '-r:© I !M"""""S^. h. 10"112" -- --= West Hills +adieu ee® esereaieir DS _--- r s II I S 1 r S I 10r 1-12" I 1 L. F A•.s; . .. r r , �. i I I 1 ; �, ®�� Development DS I - - - - I _ ❑ ❑ E I J - - - h - _ -- - _OD '.' I 1 I 735 SW 158th Ave., aIr - --2 - - - - � ` II L L 1 I I - w = ;' I I 10"112" 10"112" 10"112" 10"112" ' 1 ! Beaverton, OR 97006 rI v to I II ❑ ❑ ❑ ❑ M r 411 �� i1 I P I SCJ � ` CV III L_ -1 CV G ], I I I 3"/12" I z H w w �/ It:. II G 0 kr ❑ I 1 i 0 .i- I 1 I iv 1 <° ...4'.v f 1' 1 _ r Velli �``� i STAIR #1 I ❑ - ❑ ' P , H to Ir, O� I Ili i' `� 1 242 S.F. H °S 1/iii"1/ " 'Pa ATTIC #1 1 ❑ ❑ ❑ ii ATTIC#2 ❑ ATTIC #3 ¢ ® I 1 12 QQ ,r 00 2196 S.F. I, 11 2576 S.F. 1 2318 S.F. I 1 1 c Q- I I 1 11131 1 t 1 DS I , i !I r r II r- Lam_ _ � � .�� _ r - - - � - i W - _ 1•��1�1l � �_ _ _ R ` I v - - • - -- - ❑ - 4; - - - - y-- ❑ [] �� 0 RIDGE ❑� ❑ ❑ _ ❑ �� - I 10"112" ,I 'lr0 io 10"/12" tr6 _ __ , , _____ _ _ _ _____, ___________ 1 IL - - - Jr -, L_ - - - -' r 4 - - �- T (V I1- cyoacrx al 1 L _1 L , L. - - J I DS I I I 1 �0 ,' , II i 1 co e10"112'" 11 14 c N I ❑ 0 0 i - I € 9 - I 1 1 ' DS fp A. ❑ 4 I STAIR#2 I HHI i w L w ( i 217 S.F. 1 ,p 1 '� To, ' f a I I � O ® T. ,J�• 0 ri- I 1 I I . ' .. i : JQv _ i I 1 i. 1 HR RATED 20"X 30"ATTIC ACCESS 3720 . . i E I ® 11 I 1 IN THIRD FLOOR CORRIDOR CEILING- q R. 11I I 311/12J SEE DETAIL 7/A8.11,TYP. 11 ® kr 1- -1 1 •II 1 / f7 P 11 1 10"/12" 10"112* -1 " " 1 �, i _ V I I %,' R ISI} OR 111 �- r10"112" 10 112 I 11 1 0 C 1 I 1-- ,Q 11 I El - 1 I I 1 J 1 OF L! 11 rr El r- I 1 co r Z J g DS r Ieraria m r I II ' 0 0 0 ❑ 11 1 1 0 0 0 ' I1 0 L 1 11 1 11 I I I r -I I i I ❑ ss 1: =1 , L _I I -J I I IL" all. 1 1 2 4 _ _ ■IL -,..-=---- DS - - ion/12" cul a Iiii .�.� I DS DS _..- i�-_.._... DS DS L II- 22 Hex Roof in © DS r 1 d"/12"" N DS k r- DS 10'1/12" N-- iii 6 _ _ TYP !- A8.04 �� to- kr ''r Plan a I I I I 1 I to 0 a I I I 0 0 se (11) E R # Date Description NI Revisions .r JANUARY 12,2017 as sate oU BB,KB,SM Designedco By 141 8 g WY,ZD,DG w �.. Drawn By rii . BB,KJ hr Checked By m 1 17857 9 Project Number is 0 N A2 . 04 6 I ROOF PLAN Sheet Number ED Copyright 2016 iii p1/42.0.4 SCALE: 1/8"= 1'-O" If this drawing Is fess than 24"x 36;it has V been reduced.Scale accordingly. tY ELEVATION NOTES o a 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR TAGS, 110 IIID 0 G giii) r ZD ZB 7 p 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. ,"11, 3. SIDING TYPE REVEALS&BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS UNLESS � OTHERWISE NOTED. Aillk dikkh` 4. SEE 11 IA8.03 FOR TYPICAL SEALANT JOINTS, SEE / ® I I FOR BUTT JOINT 51 A8.03 ATTIC ROOF VENT I I I I A4.12 I ® Otak Architects, Inc CLASS C ARCHITECTURAL 2 X 8 WOOD FASCIA I I MECHANICAL VENTS 5. SEE 141 A8.04&13/A8.04 FOR TYPICAL ROOF WI3'-0"RADIUS CLEARANCE PENETRATIONS. 8083rdAve, Suite 0 GRADE ASPHALT SHINGLE ROOFING 8 FINBER CEMENT TO OPENING Portland, OR 97024 I 10 ® 10 A$.04 SHINGLE SIDING I B. SEE 8/A8.03, 91A8.03 & 7/A8.03 FOR SADDLE Phone 503.287.6825 A8.03 A$.04 F BER CEMENT PANEL SIDI VG A8,04 1"X 12"FIBER CEMENT FLASHING DETAILS AS NEEDED. 3 X4 METAL DOWNSPOUT " TRIM Fax 503.415.2304 AND GUTTER 12 - 1 ..- 1� ��' 7. SEE 61 A8.03, 3/A8.03, 41 A8.03 FOR DETAILS AT 10" 12" 12 ,11‘.,NELECTRICAL LIGHTS, COMMUNICATION PANEL AND I 7 12" BRACKET-SEE q 10" EQUIPMENT. Akio. I© ^ ,' , 1a" �, ,` 101A8.03 ,TYP 12" River Terrace East 10" ►` A8.04 ,- II I i, .0 1 Z" AWN 10" �' 12" 1011 -.. .. _"-_ 1°"„ s 12" OMNMI1 -,0 _ �� a I -11,- 10" ra,„ " 03 FLOOR TOP OF TRANS « ELEVATION LEGEND . mmeLe etas A8.04 T. . ��J 3 40'-10 7/8 METAL RAILINGS 3 � � 1'-9' �' 111=01•• •• .�IY. .1. ::," - \` _'...fir ► " a3 FLOOR TOP OF PLATE " East side of SW Roy _ G-.r, 1-" ri .=II �r1 `. :+,I _ ■■■� ■■� `�-- TAMinn, \ FIBER CEMENT LAP SIDING 4 EXPOSURE 1 X4 FIBER CEMENT : : - ..,,.. ,. � __ --.�.. . . .. -.:..,< ; :- =----=---••_--„-__.__.�....---------- . 1.----=...._....__....--- - .,. .. 7 _...L[Li_.__ __ L . ....,H,„.. . . , - ■1 _ ■ s ..; 1 ■ . _ . : rll : Ro r Rd. TI and_ .,:. ...; ,, I1 9TRIM Y..�- -. .� .. .. . :.. .� , . ,.. . .. ..I- . , ■ �■� ■:�■ �I■�■ �■■■ ■■�� ■■�■ I ■r■ �■■■ ■■■: ■;■■ _.. OR 97223 .. 16 OSURE1 X S FIBER CEMENTIIII ,: '' ...._.,,.._:_._ FIBER CEMENT LAP SIDING EXP■ ■m ii A8.0 I!II r __._ TRIM _F.''',. ni �."rrw■r F',': ■� inl ■ : ;:orsir:ol .Irg1L�: `` rrII �L�; II- Ill I ...: ', 'i 1.1kE 1 ■-.-,_-. .a. ,:::.::.1..1 . ii _TAN VINYL WINDOW WI w .:�a..1.,�1,,rr.rr 41-7rt , X1111.;.. {� I.r..,. I 1 Nlfa .m ...... .=rw,,. - ,» i , �, ..� ,: I__ _- ,�. : . �__-__., � �+ ..w.w .Y.L,... A8 03 o a __ z �_,,tll.lur,a.,,T: 11 .",t 1jfi4nil{. nllii �+ I: BRICK VENEER { . „ 1 { ! L_ ... -�1111i11n.,., Ik.,..... . �+ 11MAI111f1 ,I1311i1 '"7,-,,_'Elmo11 ncrilmit intoil; �'FIBER CEMENT TRIM r--=__-- Ir { It �' YYf11 ,",,.,,_. e e : .' 111,1'�I�,;�; LL. r O 3--.J- �=i '. �-.-j.ix 11k1I1111./' ` - : .I 11I if 11 }If mll � fIEac:F:; ...... SllmYnwillmn nrlii �1 J1P.Q1_ L'6' i ZO f �' t Q -- - EQ EQ � "_I7. ! > r; I11.,Q�.b EQ EQ -inl n /j�� m IniliMiniYrs , #SII I4 1i_Il�I 03 FLOOR TOP OF SHEATHING O.� ■ ■ '� . I 1111 Ii(�,1 �$.V•n1l111- w.r'"^^r. -r�rrr-.._".rr.rr.w - N, .• ., -J .. U l'a,[. 1�I "1 I III,! .:: .. wl ® 0 uF•,1F.,, „.r, 1.:- -!� �+" 30'-3 314' Tr �rt(r„{7:: .1iT..1FIBER CEMENT ■ - ■ ..Ili. ■ Ike�i,iik._ _r��iiI .��.. EL' �t L� M,• >: :,.- .- .-: 1', �� -:. o.: ..':-:. . .. ... .. :.:'., ...�-:,:� ,. -.:-: .`.'., � , �� - ��....................._ - I,r.�lU/Itlrl�r�11111f:..; � - ' giwwwwl,w�..- �� ,.:.:�. ..'� `�.'�, !L'�3.3' i'L"..E ,:� � fs " _::.,:_, _f:.. ,.;.:.':.1 : : rrYr,IrYY. , '.' . „.; :: ._ ,'. : ' r �� .-_. 111 - : . .-• :. :,4?;t�c_'�� 1,1 .. FIBER CEMENT SHINGLES - i i _ �.w^,r :. - ilhisl ... 1- ,�'-ttl', i n,., . „.rg• LAP SIDING W14 ..-•.,.: - - ,,1 :; I r� ,... ,.... ,, .,. , 1,,,, f =.-- :: .. . pI r. 0 FLOORTOPOF PLATE o I i-1:, ■ �`"" in o i 0 3. • . .. rrrrl�ji� w. � � ■1�. ■.. ;' ■� �.■ _ ..1 [... „ em �I .I 1 r ■�F .a4 _ .■� ni-m_T-Aisiii . ,. r I 1 ,! 8.03 '8.02 / nn 1�� 111 1 I . 1 1f N �. 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" . ,' , II■lr/�ii ■IL ■�I■■Ir - L - ■iii!■i, ._ Zr ■■�i 1■i ■■Ili< i �■ i. - NI ■�■ _-� ...., .,... _ .., �: .._..:1. ... :'.t........ .. ...., ;'.:..,:;...,�--- ., Y--F -.:. ,111,.11-r y BRICK SILL TYP __ z a - 1 s ...11 �w : I� r� , --- ___ r r� Development � a SEE CIVIL FORI. MN• 1� �.wa. FINISHED GRADE =,- z: - _.� i�s'+- tea. Y._ 's� :". . ^� ,-� A$.04 11 �,- ,-� T _,- q-, �. 735 SW 158th Ave. EACH BUILDING . _s_. ■ ■ ,. ■■ ■ : ELEVATION NOTES o a 1. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR TAGS. ;:, tai.'"m f. 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. Y ;. i,,. . 3. SIDING TYPE REVEALS &BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS UNLESS OTHERWISE NOTED. CZ-AD ZB •iZDG 0 09 (ID fiD 4. SEE 11 /A8.03 FOR TYPICAL SEALANT JOINTS, SEE FOR BUTT JOINT 51 A8.03 A4.01 "� 5. 14/A8.04&131A8.04 FOR TYPICAL ROOF Otak Architects, Inc 0 I SEE 808 SW 3rd Ave, Suite 300 A4.01 6. SEE 8/A8.03, 9/A8.03 & 71 A8.03 FOR SADDLE Portland, OR 97024 FLASHING DETAILS AS NEEDED. Phone 503.287.6825 7. SEE 6/A8.03, 3/A8.03, 4/A8.03 FOR DETAILS AT Fax 503.415.2304 12" © t� lig ELECTRICAL LIGHTS,COMMUNICATION PANEL AND _ 12" I EQUIPMENT. ,2"6" 7 A 12" River Terrace East 12" " 10" „ 10" 10" [7 ii W1.:Y:Y�" d 12" 12 =ih`_ 12 " % 10^ 10" - •�- ---1 N 10" " ELEVATION LEGEND 12" 10" 1z 3. --- - -10 411111 s ti[Zt: .,.. 3" 3 FLOOR TOP OF TRANSOM : . / 0 =W FIRE CEMENT LAP SIDING 4"EXPOSURE Easfi side of SW Roy i`� :� Lrrriirl rr>triw ` .� 039F, - • -- R EM I�' ■■ ■■ �....r..n■..iZ ■■■I : '� 03 FLOOR TOP OF PLATE - • ..f.f. 65-11111 mom mom= _ I�r�' 39 4 718" '' d' ■■■ i■■■ Rogers Rd Ti a --- -- _. . :: ,....,, � } a I■■o! I� ■■■ Is!' ■■. ..__ 6" OR 97223 ..� 1 1 Dell wu■■1■� .: C r lin ntil, - ._._._.._._.-- FIBER CEMENT LAP SIDING EXPOSURE 11 WEI ■l/ `., ■ IL r _... ._.- 1tr >s:. leu ■`�;. ■ . 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C° M , ' , I U ' ' BASEMENT TOP OF SLAB 17857 u. - p' 1____-_, I a' I � . 1---7-,-1:)..--,- �I Ia_" W.' 01-0" Project Number GO LU co 1 I..Y ,., I t 1.----i1 i-- —I i 1 t I , I I - e i_ I I I t. I �',' is 6 CO t5 -_--ii I � _s ! , € -- T i_ __..i _ i._i __._-I I 1 j _.R . i i _ i-- 3 , --i ;i ��..I I ,-,--3----. 1 ;-„---4 -- 1 _7-1J ,---,--1 ..1.1.-,--7,--;_,_;--,-1)_,-----1.1_1.-------;, . " i (__ -1--I i--1 11'" i i 1-Y--1 1 1 -- { i_---- i E j i j---_- i _ �._ i I . i t I i _..._.._.! I 1_ iw A5 . 02 - _ 1 22 PLEX - STAIR 2 SECTION 2 22 PLEX - BASEMENT STAIR 2 PLAN 3 22 PLEX - LEVEL 01 STAIR 2 PLAN Sheet Number Copyright 2016 0 ti A5 .02 SCALE: 1/4"=1'-0" A5.02 SCALE: 1/4"=1'-0" A5.02 SCALE: 1/4"=1-0" If this drawing is less than 24'x 36,it has been reduced.Scale accordingly. m CC - ELEVATION KEYNOTES UNIT PLAN NOTES - 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 0Q - 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, + EXTERIOR WALL. � ,� SEE DETAIL 131A8.12 -k t 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER c(,,r719"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. 'a - 6. 18"TOWEL BAR(g48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS UNITS),PROVIDE BLOCKING OTHERWISE NOTED. � 4. ' 7. 24"TOWEL BAR Q 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. 9. REMOVABLE CA4MA8.12:ONTINUE FLOORING 6. SEE DETAILS 9/A8.11,10/A8.11,11/A8.11& UNDER CABINET.SEE FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Otak Architects, Inc AND SUPPORT. 7. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BARS,PROVDE BLOCKING,SEE DETAIL DOOR FRAME DETAIL AND JAMB DIMENSION. 808 SW 3rd Ave, Suite 300 5C) ID © @ 11. 5/A8.12 AEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER Portland, OR 97024 ENCLOSURE DETAIL AT WALL&FLOOR. 4 N, '® 4 � .�. 43 12. RANGE HOOD UNIT WITH WALL CONTROL 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF Phone 503.287.6825 '_ €31, 431 it W ,' - . <:...:1 1, ,7 ' ) ' --```��•... <-4 H__, ,� �, J �' 13. 4"MDF BASE(CONTINUOUS BEHIND DETAIL. Fax 503.415.23 4 ENI frog ', - "' - , ___ APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED { I , ' { t OPEN TO WALL INTERSECTION DETAILS. Illk _ _�. _ a__�, _ _ �_ 14. OPEN SHELVING , `� ��,' 1,' MICR+ �� LIVING/DINING 11. LIGHT SWITCHES,ENVIRONMENTAL,CONTROLS, 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST AND OTHER CONTROLS SHALL BE 48"HIGH River Terrace East ifl cv HOOD LAMINATE MAXIMUM ABOVE FINISH FLOOR. ELECTRICAL, ' 24 � db. [ r■i■■__ " ~ i 16. PLASTIC BACKSPLA SH$ ANDCOUNTERTOP WITH SIDESPLA H WHERE 411 TELECOMMUNICATION SON WALL TELEVISION OUTLETS)RECEPTACLES ON WALL SHALL BE NO - �� n - � f. OCCURS IN OTHER UNITS LOWER THAN 15"ABOVE FINISHED FLOOR. " / '- �\ ll 17. VANITY DRAWER UNIT CABINET p I �� r ' E --, REFR -___ RANGE -- DW 18. SINK BASE CABINET,TYP 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR HEAD DETAIL,and 3/A8.11-FOR BI-FOLD. "' \ - -- �,' W " � 19. PAINTED GYPSUM BOARD SOFFIT 13. ALL FAUCETS TO HAVE LEVER HANDLES AND East side of SW Roy 20. PLASTIC LAMINATE COUNTERTOP AND TILE SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A 2'-3" jr 2'-0" , 2'-6" 1. 4B 4C BACKSPLASH,TYP 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Rogers Rd., Tigard, • .�`VERIFY 2'-0" 2'-6" 2'-0" 2'-9" 21. PLASTIC LAMINATE BAR TOP AREAS TO BE REINFORCED FOR GRAB BARS, 1 112 W/MFR f VERIFY VERIFY 22. STANDARD WALL CABINET WITH NO SHELVES SEE 171A8.12 FOR REINFORCEMENT LOCATIONS. R 7,� 3 V R Y �1 -0 W/MFR 23. STANDARD WALL CABINET WITH(2) 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE W/MFR " UNIT 1.3 KITCHEN ELEVATIONS ADJUSTABLE SHELVES ALARM NOTIFICATION APPLIANCES. UNITS ARE 4 24. STANDARD BASE CABINET WITH DRAWER& TO BE PROVIDED WITH THE CAPABILITY TO ADJUSTABLE SHELF SUPPORT VISIBLE ALARM NOTIFICATION A5.15 SCALE: 1/4"= 1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY APPLIANCES IN ACCORDANCE WITH NFPA 72. OWNER PRE-WIRE UNITS FOR VISIBLE ALARMS. 26. SHORTER REMOVABLE BASE CABINET AT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO WORK SURFACE WITH DRAWERS& BE INTERCONNECTED.ALARMS TO BE - ADJUSTABLE SHELF HARDWIRED WITH BATTERY BACKUP. 27. SHORTER REMOVABLE BASE CABINET AT SINK 17. BATHROOM LIGHT FIXTURES TO BE LOCATED AND WORK SURFACE OUTSIDE OF TUB/SHOWER ENCLOSURES. - 28. RANGE WITH CONTROLS AT FRONT 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER 29. HAND SHOWER BLOCKING LOCATIONS. 30. RANGE HOOD CONTROL SWITCH PANEL 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER West Hills I I c CEILING PLAN LEGEND NSTALLATION 21. TYPE BSTP IUN TS W/2 BATHROOMS: Y 1I�i a7 _ -OPTION A-ALL TOILETS SHALL COMPLY W/ Development 1004.11.3.1 ':•`•:;‘'.:-; DROPPED SOFFIT©8'-0"AFF -OPTION B-1 TOILET SHALL COMPLY W/ 735 SW 158th Ave., / a ' ...".-..... 0 0 1004.11.3.2 1�l +X'-XX" DROPPED SOFFIT CEILING HEIGHT Beaverton, OR 97006 �4.- gig ,� - - - VENTILATION PATH 17 MIRROR H o I4 �/' Cs} /f / n \t , Fp ID . _ _o /UN 6 13 aliammum•mom 3A 41, 41, 21- ,, �3B ' 3C 3D 1'-0" 1'-0" 3 UNIT 1 .3 BATHROOM ELEVATIONS . A5.15 SCALE: 1/4"=1'-0" - 3721 / N 5'-0" / 2'-10" / 10'-9" BR R.f EENER� �' 40: ORTL Nth,ORii . _. ) 1 - i [61) I I OFO uil-77/D3 I M y- ::IL REFR 41111 24B v a. } . 7 -0 e- 12 -6 " IrI +8':0" ,. % •• - � 4A a s �.' " �I' cn " Cl 3 r A5.15 3B BATH cc I r 1 :r co I r " egi KITCHEN 'In 3C Unit Plan 1 .3 +8'_ " `� CLOSET N3 CLOSET o :,II t I DW ( F2 EM v' El 4 �' a.U U �, 6'-6112" LAUNDfY:1'.°i. 7'-41/2" - \, 24A--.` LAUNDRY • :: 1 D W C1 24A . , 4 '1. A8.12 2X6 I 1 I (; ELEC. i'_>(•. 24 PANEL LIVING/DINING ` 1-: BEDROOMI, 51-10 3/4" +8'-0" �.�.:t:',1' r:a`:i. LIVING/DINING 1'_6" BEDROOM N II, .I'.. I� 24A # Date Description o } t•.I Revisions :;I• 'I.. r---' JANUARY 12,2017 43 4 a Date re wi'. 1 BB,KB,SM w ' I. PTAC Designed By co �.<, d 6 PATIO/BALCONY 2 PATIO/BALCONY Author 43 y '.,��`s+�, i r Drawn B 00 WI! b) ••• J BB,KJ 11\ ❑ 0 Q ❑ f Checked By c E - 9 EXHAUST 17857 Project Number cr - B A5 . 1 5 D 2 UNIT 1 .3 REFLECTED CEILING PLAN 1 UNIT 1.3 FLOOR PLAN Sheet Number c) SCALE: 1/4"=1'-0" A5,15 SCALE: 1/4"= 1'-0" ;; A5.15 Copyright 2016 ii if this drawing is less than 24"x 36",it has > been reduced.Scale accordingly. 12 ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 0 $ Q 1 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. SEE DETAIL 131A8.12 r� 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. syr 6. 18"TOWEL BAR©48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS UNITS),PROVIDE BLOCKING OTHERWISE NOTED. �„. 41-4.-'; - ' '}` 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. 9. REMOVABLE CA4 AA8.1ZONTINUE FLOORING 6. SEE DETAILS 91A8.11 ,10/A8.11,11/A8.11& UNDER CABINET.SEE FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Otak Architects, Inc AND SUPPORT. 7. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BARS,PROVDE BLOCKING,SEE DETAIL DOOR FRAME DETAIL AND JAMB DIMENSION. 808 SW 3rd Ave, Suite 300 51A8.12 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Portland, OR 97024 '� Et ® �' 11. LINEN CLOSET W/REMOVABLE SHELVESENCLOSURE �} 22 12. RANGE HOOD UNIT WITH WALL CONTROL 9. SEE 3/A8.12DOR TYPICAL CLOSET ROD SHELF Phone 503.287.6825 J SWITCH DETAIL. Fax 503.415.2304 ` / OPEN TO ® APPLIANCE) HERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED 413 Eli '` ' \\ \,`� `--,It--' ' / \ -, 11�- ` •\ 13. 4"MDF BASE(CONTINUOUS BEHIND , `° cv E E_ _ ��} !r �' LIVING/D!N}NG WALL INTERSECTION DETAILS. lik iv 1 }� 14. OPEN SHELVING 11. LIGHT SWITCHES,ENVIRONMENTAL,CONTROLS, , ty. 1E ' '''. 15. MICROWAVE WITH BUILT-}N RANGE EXHAUST AND OTHER CONTROLS SHALL BE 48"HIGH HOOD MAXIMUM ABOVE FINISH FLOOR.ELECTRICAL, CD "4.111 CV River Terrace East i '� ��,� / 16. PLASTIC LAMINATE COUNTERTOP WITH 4" TELECOMMUNICATION(TELEPHONE/TELEVISION --..f, _ BACKSPLASH AND SIDESPLASH WHERE OUTLETS)RECEPTACLES ON WALL SHALL BE NO " 1' I\ \* ��__--= �I. °0 (� LOWER THAN 15"ABOVE FINISHED FLOOR. '• I ~� REFR f` E •NGE \ ,f \ -• 28 OCCURS IN OTHER UNITS --, - DW c' >-,---. 17. VANITY DRAWER UNIT CABINET 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR HEAD `� \` \ / '` " C) 19. PAINTED G PSSUM BO D SOFFIT 13. ALL FAUCETS TO HAVE 18. SINK BASE CABINET,TYP DETAIL,and 3 1 A8.11 FOR HANDLES AND East side of SW Roy i r \ / V r \,- 20. PLASTIC LAMINATE COUNTERTOP AND TILE SHALL HAVE 1.5 GPM FAUCET AERATORS. 2'-3" 2'-0" 2'-6" 4B 2'-0" 2'-6" 4C BACKSPLASH,TYP 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Rogers Rd. Tigard, 4A .3 -0" L 2'RIFY" 1 VERIFY ` , 2'-0" 2'-9" jr9.1, 21. PLASTIC LAMINATE BAR TOP AREAS TO BE REINFORCED FOR GRAB BARS, OR 97223 W/MFR W/MFR 1'-0" VERIFY 22. STANDARD WALL CABINET WITH NO SHELVES SEE 17/A8.12 FOR REINFORCEMENT LOCATIONS. W/MFR 23. STANDARD WALL CABINET WITH(2) 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ADJUSTABLE SHELVES ALARM NOTIFICATION APPLIANCES.UNITS ARE 4 UNIT 1 .3 TYPE B KITCHEN ELEVATIONS 24. STANDARD BASE CABINET WITH DRAWER& TO BE PROVIDED WITH THE CAPABILITY TO ADJUSTABLE SHELF SUPPORT VISIBLE ALARM NOTIFICATION A5.16 SCALE: 1/4"=1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY APPLIANCES IN ACCORDANCE WITH NFPA 72. OWNER PRE-WIRE UNITS FOR VISIBLE ALARMS. 26. SHORTER REMOVABLE BASE CABINET AT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO WORK SURFACE WITH DRAWERS& BE INTERCONNECTED.ALARMS TO BE ADJUSTABLE SHELF HARDWIRED WITH BATTERY BACKUP. 27. SHORTER REMOVABLE BASE CABINET AT SINK 17. BATHROOM LIGHT FIXTURES TO BE LOCATED AND WORK SURFACE OUTSIDE OF TUB/SHOWER ENCLOSURES. - 28. RANGE WITH CONTROLS AT FRONT 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER • 29. HAND SHOWER BLOCKING LOCATIONS. 30. RANGE HOOD CONTROL SWITCH PANEL 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER West Hills CEILING PLAN LEGEND STRAP INSTALLATION G �7 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ Development -OPTION B-1 TOILET SHALL COMPLY W/ •':,-;:,;'; '�� DROPPED SOFFIT©8'-0"AFF°� 735 SW 158th Ave., 0 Q H INIIIIIIII fit H ( 6 ) 0 +X'-XX" DROPPED SOFFIT CEILING HEIGHT 1004.11.3.2 Beaverton, OR 97006 ( 5 I J / /----<2.) H( .'t',Z.N..kA . i, E _ _...1-T:ri 1 H / �' 0 - -- - VENTILATION.PATH 0 = MIRROR U 3 0 7V: c, to \N'''\'''.'..'N..%... - --IC / ,. _ . ........., 16 o n } ,N /, a 1 .. 1 : : I - - I - . b [2: -7 \ __.`114, . Ili13 "' _fitIlD liallal _ 3A 2'-3" 3B 3C �+ 3D -1'-0" � '-0" 3 UNIT 1 .3 TYPE B BATHROOM ELEVATIONS - A5.16 SCALE: 114"=1'-0" ,, . `, - 3720 fa BRIANA,.FL ENE[i 9'-113/4" 5-0" , 1 l' ' ; " , f %RR I L li lit I EMU. .. 1 I J CD r I �� 40I - I } '�. I O - - n : �- _ :I I- REFR o °° 1 4--12 -6" 61', / � � T ...;,,...,,.. =t�" - I .._......_nE'-.. D3 1 4B - . r) T 1. `+81 0"` ' , 4A {`- 1 3D` - BATH 1 +8,_0 I 1. = 0 b :KITCHEN . - 4 A5.16 3B , +7-0= :i:},I �' HO 4 A5.16 E 24>' 24A24A�w-c° - z qi.--- r_r. N'' ' C t , Unit Plan 1 .3 ImI 0 I -- 4C I = ----N - g Type B r CLOSET . +8, 0" l•. } - 03 ,., t I 24 ro ,__ ....7, o aaI DW El a t , :. \ __ I I ! o 11 o w _.. F2. 7�``. Cl E r : 0. h +. c.) . a,:: 7-8" v " LAUNDRY alek `q D W Cl I I 1 QV % 2X6 24$ ' +8,-0" 5'-10314" 1'-6"-,..,i.::i I ',I,,► LIVING/DINING BEDROOM -a d -i i; 2411 s cr • N I,t,;,:1 # Date Description oI l .I•:.I Revisions JANUARY 12,2017 0 � t,i.:`i;r Date w 1.:,1.'4 BB,KB,SM • J.`. ,i, .` c� -1:1 PTAC Designed By . �.. , _ B2 ` NATIO/BALCONY Author �...�■ j Drawn B ' �' C •I1f• •��. i )).1t I BB,KJ p ❑ y Checked By ,>} • 8 EXHAUST 17857 o Project Number Q - _ - i g 2 UNIT 1 .3 TYPE B REFLECTED CEILING PLAN 1 UNIT 1.3 TYPE B FLOOR PLAN A5 a 1 6 Sheet Number v SCALE: 1/4"=1-0 A5.16 m A5.16SCALE 1/4"= 1'-0" Copyright2016 a u, if this drawing Is less then 24"x 36,h has a been reduced.Scale accordingly. CC ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 0 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. ` s - - SEE DETAIL 13/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, =: r ne � , 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. M. k.^1 . ,4= 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 UNLESS '. . .:; UNITS),PROVIDE BLOCKING 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. 9. REMOVABLE CA4MM8.12:ONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,101 A8.11,11/A8,11& UNDER CABINET.SEE FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Otak Architects, Inc AND SUPPORT. 7. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD 10, GRAB BARS, PROVDE BLOCKING,SEE DETAIL DOOR FRAME DETAIL AND JAMB DIMENSION. 808 SW 3rd Ave, Suite 300 Ili '} 11. LINEN CLOSET WI REMOVABLE SHELVES 8. SEE 17/A8.11&181A8.11 FOR TUB/SHOWER Portland, OR 97024 ENCLOSURE DETAIL AT WALL&FLOOR. Phone 503.287.6825 12. RANGE HOOD UNIT WITH WALL CONTROL r.. �} �'} �� 22 ® 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF / / <' "r or, SWITCH DETAIL. Fax 503,415.2304 ea ®6 , �` `-.. ,/�` "' ® '� /- ." �`-,1 I,.-- 13. 4"MDF BASE(CONTINUOUS BEHIND 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED OPEN TO APPLIANCE)WHERE APPLICABLE DINING/LIVING N ��; ti I -`� - 14. OPEN SHELING WALL INTERSECTION DETAILS. 11. LIGHT SWITCHES,ENVIRONMENTAL,CONTROLS, ID I' J 'Ii `I ` ' �I 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST AND OTHER CONTROLS SHALL BE 48"HIGH _ River Terrace East � � � is �" � � , HOOD MAXIMUM ABOVE FINISH FLOOR.ELECTRICAL, ��T.�� . . 16. PLASTIC LAMINATE COUNTERTOP WITH 4" TELECOMMUNICATION(TELEPHONE/TELEVISION rrm mini�limvidl *Iamb" y,a�ramr•rte -I 00 ©�' __ P 13 - - _ BACKSPLASH AND SIDESPLASH WHERE OUTLETS)RECEPTACLES ON WALL SHALL BE NO 1 � I OCCURS IN OTHER UNITS LOWER THAN 15"ABOVE FINISHED FLOOR. a / `. `1,00" r ,f �� , 17. VANITY DRAWER UNIT CABINET 12, SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR HEAD OW -- - -- - REFR- _ 18. SINK BASE CABINET,TYP DETAIL,and 3/A8.11 FOR BI-FOLD. „111 "' �` "" _�` '� ��`' 19. PAINTED GYPSUM BOARD SOFFIT 13. ALL FAUCETS TO HAVE LEVER HANDLES AND East side of SW Roy wr.rr�r I .i �. 20. PLASTIC LAMINATE COUNTERTOP AND TILE SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A d„2'-0" 2'-9" 4B 2'-0" 2'-6" 40 02'-3" 2'-o" 2'-6" BACKSPLASH,TYP 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Rogers Rd., Tigard, dio, VERIFY 21, PLASTIC LAMINATE BAR TOP AREAS TO BE REINFORCED FOR GRAB BARS, OR 97223 VERIFY VERIFY _ 22. STANDARD WALL CABINET WITH NO SHELVES SEE 17/A8.12 FOR W/MFR W/MFR 1' 0" • W/MFR 23. STANDARD WALL CABINET WITH(2) 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE LOCATIONS. ADJUSTABLE SHELVES ALARM NOTIFICATION APPLIANCES.UNITS ARE 4 UNIT 1.4 KITCHEN ELEVATIONS 24. STANDARD BASE CABINET WITH DRAWER& TO BE PROVIDED WITH THE CAPABILITY TO ADJUSTABLE SHELF SUPPORT VISIBLE ALARM NOTIFICATION A5,17 SCALE: 1/4"= 1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY APPLIANCES IN ACCORDANCE WITH NFPA 72. OWNER PRE-WIRE UNITS FOR VISIBLE ALARMS. 26. SHORTER REMOVABLE BASE CABINET AT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO WORK SURFACE WITH DRAWERS& BE INTERCONNECTED.ALARMS TO BE - ADJUSTABLE SHELF HARDWIRED WITH BATTERY BACKUP. 27. SHORTER REMOVABLE BASE CABINET AT SINK 17. BATHROOM LIGHT FIXTURES TO BE LOCATED AND WORK SURFACE OUTSIDE OF TUB/SHOWER ENCLOSURES. 28. RANGE WITH CONTROLS AT FRONT 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER 29. HAND SHOWER BLOCKING LOCATIONS. 30. RANGE HOOD CONTROL SWITCH PANEL 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER West STRAP INSTALLATION West�i 4 Hills CEILING PLAN LEGEND 21. TYPE B UNITS /2 BATHROOMS: -OPTION A1ALL VTOILETS SHALL COMPLY W/ Development 1004.11.3.1 • -OPTION B-1 TOILET SHALL COMPLY W/ 735 SW 158th Ave., T --i.... el 11111Mlir O 1 T © :,=:::�' DROPPED SOFFIT©8'-O"AFF 1004.11.3.2 Beaverton, OR 97006 5 ?*► I 1 2 \ i CI +X'-XX" DROPPED SOFFIT CEILING HEIGHT � �3 El .. MIRROR ,--C3.) O \ - - - VENTILATION PATH '' Nt / Ell - - - - -, 6 ill f 6,1111111M - ,- 1.....wils . , 3A �r 3B Ir 3C 3D - - 3 UNIT 1 .4 BATHROOM ELEVATIONS • A5.17 SCALE: 1/4"=1'-0" } • > 3720 EENER Ca 9'-91/4" 5'-0" 2'-10" • / /7o D, OR -r--,--,, 7---, _ -,_„. ...y., , , .:,,,„.,-::- . _, :..;,.:....._.... :,.„_ _ ; :s. „ , , L _I 1_ _ I o ('h 1 t i REFR _ on B / i ii-L____ r1. 1 o A + '-0" tie - /D3 I ••� 1 2'-6" _ i ; - 4C BATH tB 1'-0" $, Ow d 06 ' -t �t Cl1 31 A5.17 3B " cr) to Lki /' se y ) 4B A5.17 24A Unit Plan 14 . - • • . • , . - • Z, L-' : ' i FA o `_` �* w i 4A `\ N �` , KITCHEN `3 I {; I 24 PANEL - hi1 1; - - - -I I---- j J /� lc FA-411= S `~'� o a.7:J',.'_ Lai I 0 ././"...,,,DW E1 F2 > : . i 0 LAUNDRY -, 6'-r - ....-71 .,,,-1, - , 7'-1" �`/ 0 24A--M D W 11 o - - - - ', g Cl 24A 1 1 1 % 2X6 24B .1:-Ir'l 5'-10 3/4" 1'-s" LIVING/DINING f BEDROOM -a1:"I: F41.13 4 m # Date Description o , ,r: t Revisions r +8''0" " JANUARY 12,2017 co I. k"-.I-1`:I I, l' 4 4 4. Date I 1 PTAC BB,KB,SM w ''I-1 Designed By ..�:, ; "= • O (B2 PATIO/BALCONY w :i L, '' Author 1-- 1, rDrawn By to �' d.Hol ❑ BB,KJ 5 \,0 c , �- Checked By N v - EXHAUST 17857 Project Number a 1 7 - g_ . A5 . 17 2 UNIT 1.4 REFLECTED CEILING PLAN 1 UNIT 1.4 FLOOR PLAN ii A5,17 SCALE: 1/4"= v-o" A5,17 SCALE: 1/4"= V-0" Copyright 2016 Sheet Number jy K this drawing is less than 24"x 36",it has - •} been reduced.Scale accordingly. ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 0 _0 1 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. - = SEE DETAIL 13/A8.12 4. LIGHT FIXTURE CENTERED OVER MIRROR 2. SEE BUILDING PLANS FOR EXTERIOR WALL, � �":'��1 � WINDOW AND DOOR DIMENSIONS&TAGS. $ 5. TP DISPENSER , ©19"AFF3, SEE 201 A8.11 FOR TYPICAL SOFFIT DETAIL. � :741•54W �. ?_ 6. 18"TOWEL BAR©48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS t.,: UNITS),PROVIDE BLOCKING ;= # < OTHERWISE NOTED. - - 7. 24"TOWEL BAR(fp 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. 9. REMOVABLE CA41IIA8.12ONTINUE FLOORING 6. SEE DETAILS 9/A8.11,10/A8.11,11/A8.11& UNDER CABINET.SEE FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Otak Architects, Inc AND SUPPORT. 7. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BARS,PROVDE BLOCKING,SEE DETAIL DOOR FRAME DETAIL AND JAMB DIMENSION. 808 SW 3rd Ave, Suite 300 111) ID 22 {' 19 22 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER Portland, OR 97024 ENCLOSURE DETAIL AT WALL&FLOOR. 22 (2_3...)---... .„,_____:; 22 12. 5RAN HOOD UNIT WITH WALL CONTROL 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF Phone 5{}3.2$7.6825 15 fit , `� {��19` > �� . " ♦ ® ,f ,� �, �, c-, 1 `� 13. 4"MDF BASE(CONTINUOUS BEHINDITCHDETAIL. Fax 503.415.2304 �.- �, I p,„., 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED OPEN TO ?-- ' '� ;�" ;? ) APPLIANCE)WHERE APPLICABLE WALL INTERSECTION DETAILS. DINING/LIVINGp GI a;F �:i� MIC' ! ai f <,, __ ....../......‘`i� 14. OPEN SHELVING 11. LIGHT SWITCHES,ENVIRONMENTAL,CONTROLS, " 28 `U' -� J�' "♦ IF `1 \` ` ' `4J' 15. MIC HOOD WAVE WITH BUILT-IN RANGE EXHAUST AND OTHER CONTROLS SHALL BE 48"HIGH River Terrace East - ECTRICAL, TELECOMMUNICATIONM (TELEPHONE/TELEVISIONMUM ABOVE FINISH FLOOR. L -r1-1-n- 28 ® -, - 20 16 BACKSPLASH LAMINATEAND SIDESPLASH WHERE OUTLETS) as _ 24 - . - -----4 --- � 24 .. I _ - _ _ OCCURS IN OTHER UNITS OUTLETS)RECEPTACLES ON WALL SHALL BE NO LOWER THAN 15"ABOVE FINISHED FLOOR. OW `, �`' �' \� RANGE // c 28 �� f .. 17. VANITY DRAWER UNIT CABINET 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR HEAD ® F-- ® -- 18. SINK BASE CABINET,TYP DETAIL, " - " E\ and 3/A8.11 FOR BI-FOLD. ` ' ` `, ' 19. PAINTED GYPSUM BOARD SOFFITEast side of SW ` 13. ALL FAUCETS TO HAVE LEVER HANDLES AND Roy r ♦ �� 4. 20. PLASTC LAMINATE COUNTERTOP AND TILE SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A 1 114 -13/4 4B r.0" 2'_6" 4C P 2'-3" 2'-0" 2'-6" BACKSPLASH,TYP 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Rogers Rd., Tigard, ,► ,. . ,► ,�► ,' .' "I VERIFY ,r 21. PLASTIC LAMINATE BAR TOP AREAS TO BE REINFORCED FOR GRAB BARS, VERT -1,-0" VERIFY �1t-0" VERIFY 22. STANDARD WALL CABINET WITH NO SHELVES SEE 17/A8.12 FOR REINFORCEMENT LOCATIONS. OR 97223 W/MFR W/MFR W/MFR 23. STANDARD WALL CABINET WITH(2) 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ADJUSTABLE SHELVES 4 UNIT 1.4 TYPE B KITCHEN ELEVATIONS ALARM PROVIDED WITH HE CAPABILITY TO ARE 24. STANDARD BASE CABINET WITH DRAWER& ADJUSTABLE SHELF SUPPORT VISIBLE ALARM NOTIFICATION A5.18 SCALE: 1/4"= 1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY APPLIANCES IN ACCORDANCE WITH NFPA 72, OWNER PRE-WIRE UNITS FOR VISIBLE ALARMS. 26. SHORTER REMOVABLE BASE CABINET AT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO WORK SURFACE WITH DRAWERS& BE INTERCONNECTED,ALARMS TO BE ADJUSTABLE SHELF HARDWIRED WITH BATTERY BACKUP. 27. SHORTER REMOVABLE BASE CABINET AT SINK 17. BATHROOM LIGHT FIXTURES TO BE LOCATED AND WORK SURFACE OUTSIDE OF TUB/SHOWER ENCLOSURES. 28. RANGE WITH CONTROLS AT FRONT 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER • 29. HAND SHOWER BLOCKING LOCATIONS. 30. RANGE HOOD CONTROL SWITCH PANEL 19. SEE 17/A8.12 FOR WASHER/DRYER • REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER 'est Hills STRAP INSTALLATION �i CEILING.PLAN LEGEND 21. TYPE B UNITS W/2 BATHROOMS: Development -OPTION A-ALL TOILETS SHALL COMPLY Wl 1004.11.3.1 -OPTION B-1 TOILET SHALL COMPLY W/ 735 SW 158th Ave., ..,......MW 111110.11r 0 QINIIIIIIIIIIII © Q .'-:%:iDROPPED SOFFIT©8'-0"AFF 1004.11.3.2 ictBeaverton, OR 97006 +X-XX" DROPPED SOFFIT CEILING HEIGHT C) MIRROR C) a14 IIMI .____, Q ID - - - VENTILATION PATH ® / i- 0 Q 1 .. - - - -, . r- - - n 4i ril I ID _MIMI lam . ilDo ..„,.....___ - 42) ..immisummar° An 3A 3B 3C 3D 3 UNIT 1.4 TYPE B BATHROOM ELEVATIONS A5.18 SCALE: 1/4"=1'-0" *! 1-4 372►. BRIAid FL ENER4 • 9'-11 1/4" 5'-0" 2'-101/2" )�0 TLA (),OR i. , i_ OF 0 0 i c-t---,- ° li 7----11-1 , __,.„,,- _I I i 1 4 T- REFR ; 1 o - _ Bkr a :{" 1: I ac , �_ -a ! BATH M I +T-0" I t 8 0 kr 0Q ; _.._-_ _- „� " ♦ _ 3D A5.18 B +8'-0" I I M ; MFMK - _.. Unit Plan 1 .4 iii ,!I �' • •. s, • , . , s . . o �-*� )`4, N ri 24A / r E `- 1`-0" i j. t,7 ._.: ;_ _ _._... t 3C �/ . L _ , � C_:-- 4A KITCHENX N Type B I. - iii , ELEC. _. _ _...-.___.._ PANEL , i� ___N, 1` L 1 1--=-1 n E 24A o ( t.' ;'..', 2 1 I 1.- I DW cn F2 ' > El = VI +$'-0" 1 U LAUNDRY U �, 6'-6112" { 4: v 2E.„ D W 1 V .:,, A8.12 Cl co II I T-5" 2X6 �� } 5'-103/4" 4 -E NI r2:1, LIVING/DINING 246-• BEDROOM to N a l.J. # Date Description of 1'-6"----- i 1 Revisions r 1_!+' , JANUARY 12,2017 u :I,;II:;j: i' 4 V, 4 Date coy ;`•• • ...._ :..I t:.4 BB,KB,SM w :I.I.,:I` PTAC Designed By ':.Id I = ® B2 PATIO/BALCONY Author '.�i i'- I liiilt!ice. a) t il t- "•.fir•' Drawn By L O © 0 ❑ 0 BB,KJ tn Checked By c 7 - § EXHAUST Project Number ig e 1 8 u 2 UNIT 1.4 TYPE B REFLECTED CEILING PLAN 1 UNIT 1.4 TYPE B FLOOR PLAN Sheet NumbeA5 r� B A5.18 SCALE: 1/4"=1'-0" A5.18 SCALE: 1/4"-1'-0" Copyright 2016 a ii If this drawing is less than 24"x 381 it has. e been reduced.Scale accordingly. m ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR0 -CO- _ I 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. 44.SEE DETAIL 13/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, ' ' _- 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. Wit x, AA*: . 5. TP DISPENSER @ 19"AFF 3. SEE 201A8.11 FOR TYPICAL SOFFIT DETAIL. 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS UNITS),PROVIDE BLOCKING , x 1 OTHERWISE NOTED. s 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. 9. REMOVABLE CA4IA8.121ONTINUE FLOORING 6. SEE DETAILS 91A8,11,10/A8.11,111A8.11& ' UNDER CABINET.SEE FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL ANDCLEARANOE TEQUIREMENTS WHEN REMOVED 7. SEE 1T ATIO11NSRRAT RATED TYPICAL WALLS. WOOD Otak Architects, Inc SUPP10. GRAB BARS,PROVDE BLOCKING,SEE DETAIL DOOR FRAME DETAIL AND JAMB DIMENSION. 808 SW 3rd Ave, Suite 300 5/A8.12 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Portland, OR 97024 Q el 11111 1E11 lit oICI Q 11. LINEN CLOSET W/REMOVABLE SHELVES ENCLOSURE DETAIL AT WALL&FLOOR. © © © CI Q CI 12. RANGE HOOD UNIT WITH WALL CONTROL 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF01= SWITCH Phone 503.287.6825 . DETAIL. Fax 503.415.2304 ` 4"13. MDF BASE(CONTINUQUS BEHIND 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED MIRROR APPLIANCE)WHERE APPLICABLE WALL INTERSECTION DETAILS. GI 14. OPEN SHELVING 11. LIGHT SWITCHES,ENVIRONMENTAL,CONTROLS, ' 15. MICROWAVE WITH BUILT-IN RANGE EXHAUSTRiver Terrace East 17 // `0,, HOOD AND OTHER CONTROLS SHALL BE 48"HIGH �$ - - l J .>, - A 16. PLASTIC LAMINATE COUNTERTOP WITH 4" MAXIMUM ABOVE FINISH( FLOOR.ELECTRICAL, TELECO�r� BACKSPLASH AND SIDESPLASH WHERE OUTLETS) UTLET )RECEPTACLES (TELEPHO L SHALL EVISION " " t_ , pLOWER THAN 15"ABOVE FINISHED FLOOR. NO � a / \\ � a a n OCCURS IN OTHER UNITS 17. VANITY DRAWER UNIT CABINET 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR HEAD , - : ,�- _ _ / = 18. SINK BASE CABINET,TYP DETAIL,and 3/A8.11 FOR BI-FOLD. = .. r : t I �c �c �t 19. PAINTED GYPSUM BOARD SOFFIT 13. ALL FAUCETS TO HAVE LEVER HANDLES AND East side of SW Roy "'__\S\ �t t 1�., / ,....-1 „,-� 20. PLASTIC LAMINATE COUNTERTOP AND TILE SHALL HAVE 1.5 GPM FAUCET AERATORS. . : .. 4A " 4C 4D BACKSPLASH,TYP 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Rogers Rd., Tigard, 2 -3 ► 4: 21. PLASTIC LAMINATE BAR TOP AREAS TO BE REINFORCED FOR GRAB BARS, OR 97223 �-1'-0" L1'-0" 22. STANDARD WALL CABINET WITH NO SHELVES SEE 17lA8.12 FOR REINFORCEMENT LOCATIONS. 23. STANDARD WALL CABINET WITH(2) 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ' ADJUSTABLE SHELVES ALARM NOTIFICATION APPLIANCES.UNITS ARE 424. STANDARD BASE CABINET WITH DRAWER& TO BE PROVIDED WITH THE CAPABILITY TO UNIT 2.2 BATHROOM 2 ELEVATIONS ADJUSTABLE SHELF SUPPORT VISIBLE ALARM NOTIFICATION A5.21 SCALE: 1/4"= 1'-0" 25. COUNTERTOP MICROWAVE, PROVIDE BY APPLIANCES IN ACCORDANCE WITH NEPA 72. OWNER PRE-WIRE UNITS FOR VISIBLE ALARMS. 26. SHORTER REMOVABLE BASE CABINET AT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO WORK SURFACE WITH DRAWERS& BE INTERCONNECTED.ALARMS TO BE ADJUSTABLE SHELF HARDWIRED WITH BATTERY BACKUP. 27. SHORTER REMOVABLE BASE CABINET AT SINK 17. BATHROOM LIGHT FIXTURES TO BE LOCATED AND WORK SURFACE OUTSIDE OF TUB/SHOWER ENCLOSURES. - 28. RANGE WITH CONTROLS AT FRONT 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER 29. HAND SHOWER BLOCKING LOCATIONS. 30. RANGE HOOD CONTROL SWITCH PANEL 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER West Hills t STRAP INSTALLATION Y y 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ Development ` Q Q4=1.1 (19) # -OPTION B-1 TOILET SHALL COMPLY W/ 735 SW 158th Ave., / < 5 l a 4.H 4 0 42 (19) 43 1004.11.3.2 Beaverton, OR 97006 1121 >-\\ MIRRORfill N '�� ,1(I�� '� 20 !1,-,---7,67- ,,.. �`�- :'' OPEN TO :3 CEILING PLAN LEGEND iik ff fII , -- I ,� ,�, L{VING1i}INING ta 17 /f r - - - 24 ,�'' /---Ci) 1E1 ...- C) = I `� I I � �� r r.�w�rir►� 28 } I Ir.>��.��.wi DROPPED SOFFIT @ 8'-0"AFF � JLII . �.{ ,� )h•11 ` „� 0. c=1111111111111111111111tili +X'-XX' DROPPED SOFFIT CEILING HEIGHT , RANGE ,, '. r �\ 411) * MOM 11 IID limn iv, �A- \-- F`- DW _ _ VENTILATION PATH as 1 EN lei - " 1_ !IR_ 3A of ,i, 2'-3" ,► 2'-3" 4, 0, 3B 3C 3D 5A . , n� " ", 5B , " n 5C " n i, 1 -9 2 -6 1'-6 2 -3 21-6 2 -0 31-0 ir • �-1'-0" 1'-0" VERIFY 1 1/2" VERIFY 1 1/2" VERFIY W/MFR W/MFR W/MFR• �1'-0" 3 UNIT 2,2 BATHROOM 'I ELEVATIONS 5 UNIT 2.2 KITCHEN ELEVATIONS A5.21 SCALE: 1/4"=1'41 A5.21 SCALE: 1/4"=1'-0" i e 4i ,I* 72II 8R .KEENER 4 / 8'-10 1/4" ♦ 5'-2 1/2" / 7'-11 1/4" dit 4'-11 213/256" �, 3'-7 1/2" / • / IZ !7 N F R [,0R _ U t;4 r a a- ..N co I 4 1 . . •. . , ,, , . . . t ..: . .. . . , - - - 2 -r-i C-1 p V I I :-...-. . , ..., .1_1-7 -----,.:--__:-.-7--_- _----i--_ -_''-k----':- -.--7- 7717--,---, 7;-7--,:-;,-7.,--- -;,- ,-,:-• -. I L J 4A DgiATH 1REFR 4A = , n 14{271;;.H---i 2 -6 - 36 tl�e , n - qqq a 5 B t'- 1 0 :- 1 i - F2 �4 A5.21 �B N _ r co A _ C1 VA OSET. TH 2 , EXHAUST BATH''f i. ;s iN, W/D --- �3A 5 3c CLOSET to • - - - KITCHEN f i A .21 0 3 = 5A A5.21 Unit Plan 2 2 - o I 4c BATH 2 • } *� 24A N �I _ � iT I 3D 'r•J ' SC + '� o ---I 24A � CLOSET o KITCHEN 24 - ai / SV CPT> _-{ c p % -- C1 D1 f - ^ 24A D2 24A o L _� n- 4A WIIL DW m vii ri�i - _ K.,_I ` ir Je 8'-3 3/4n v ELEC. V 24A �7 FP ,, 24 V PANEL V C1 3'-71/4" 5'-43/4" BEDROOM 2 24 '� ��'_ �4" 10'-10' ITS el i • BEDROOM LIVING/DINING LIVING/DINING cr # Date Description I BEDROOM 2 Revisions 2 BEDROOM 1 JANUARY 12,2017 �' 4�' 4 r PTAC I Date v BB,KB,SM 11) t U3-----cg ----- , gl -� Designed By t PATIOBALCON_ Y (B2 PATIO/BALCONY Author t- 11A I ,� Drawn By > W 4 W 0 4 0 1' 4} BB,KJ Checked By g / 41'-41/4" 17857 9 Project Number cr ea - 4 a A5 • 21 2 UNIT 2.2 REFLECTED CEILING PLAN i UNIT 2.2 FLOOR PLAN - v Sheet Number B A5.21 SCALE: 1/4"=1'-0" A5.21 SCALE: 1/4"=1'-0" Copyright 2016 ir: If this drawing is less than 24"x 36",It has been reduced.Scale accordingly. S m • ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR0 ,_ 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 ,, ,- f = -_ UNITS),PROVIDE BLOCKING UNLESS OTHERWISE NOTED. 7. 24"TOWEL BAR @ 48"AFF(45"IN TYPE A 5. SEE BUILDING FLOOR PLANS AND REFLECTED _ - � - UNITS),PROVIDE BLOCKING CEILING PLANS FOR ADDITIONAL INFORMATION 8. BASE CABINET WITH DRAWERS AT EXTERIOR WALL CONDITIONS. Otak Architects, Inc 9. REMOVABLE CABINET,CONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11 /A8.11& UNDER CABINET.SEE 4/A8.12 FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Portland, OR 97204 AND SUPPORT. 7. SEE 1 /A8.11 FOR TYPICAL INTERIOR WOOD Phone 503.287.6825 10. GRAB BAR BLOCKING, SEE DETAIL 17/A8.12 DOOR FRAME DETAIL AND JAMB DIMENSION. 11. LINEN CLOSET W/REMOVABLE SHELVES 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Fax 503.415.2304 (( 4g)� 1 ) 0 RIME �( ,1 , Q 0 12. RANGE HOOD UNIT WITH WALL CONTROL ENCLOSURE DETAIL AT WALL&FLOOR. 1=� I 2 0 v 0 13. 4'MI DF BASE(CONTINUOUS BEHIND 9 SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF DETAIL CO-) 3 { 7 APPLIANCE)WHERE APPLICABLE 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED IRROR 14. OPEN SHELVING WALL INTERSECTION DETAILS. "iy:2 17 1$> ( 3 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 11. LIGHT SWITCHES, ENVIRONMENTAL, River TerraceESHALLBE ast \ 16. PLASTICLAMINATECOUNTERTOPWITH4" 161641‘ BACKSPLASH AND SIDESPLASH ELECTRICAL,TELECOMMUNICATION- _ _ - C-__Il I C �� 17. VANITY DRAWER UNIT CABINET (TELEPHONE/TELEVISION OUTLETS) - ' b J � 18. SINK BASE CABINET TYP RECEPTACLES ON WALL SHALL BE NO LOWER 13 '� \`, i ® !LIM 1 <13�.• t, / 19. PAINTED GYPSUM BOARD SOFFIT THAN 15"ABOVE FINISHED FLOOR. f / 20. PLASTIC LAMINATE COUNTERTOP AND TILE 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR .`�' ,� ♦ j �;:`! IM �ti �' ��-�I BACKSPLASH,TYP HEAD DETAIL,AND 3/A8.11 FOR B1-FOLD. SW Roy Rogers RCI. 4 -0 314 ri'� 21. PLASTIC LAMINATE BAR 70P 13. ALL FAUCETS TO HAVE LEVER HANDLES AND 4A ,� ,� 4B 4C 4D 22. STANDARD WALL CABINET WITH NO SHELVES SHALL HAVE 1.5 GPM FAUCET AERATORS. Tigard, OR 97223 23. STANDARD WALL CABINET WITH(2) 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE ADJUSTABLE SHELVES AREAS TO BE REINFORCED FOR GRAB BARS, 24. STANDARD BASE CABINET WITH DRAWER(S)& SEE 17/A8.12 FOR REINFORCEMENT SHELF LOCATIONS. 4 UNIT 2.2 TYPE A BATHROOM 2 ELEVATIONS 25. COUNT RBTOP MICROWAVE,PROVIDE BY 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE A5.22 SCALE: 1/4"= 1'-0" OWNER ALARM TO BE PROVIDEDTION WIT THEIANCES. UNITS CAPABI CAPABILITY TO ARE 26. SHORTER REMOVABLE BASE CABINET AT - 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: {19) -OPTION A-ALL TOILETS SHALL COMPLY W/ 735 SW 158th Ave., Q ■� © 1 10 OP 1 ) 15 ® ® ® ® 10PTIO 3,1 -OPTION B-1 TOILET SHALL COMPLY W/ Beaverton, OR 97006 tJ4P © 20 DV , (-___>2 T .1111•111•11 22 '- ^� IMO 1004.11.3.2 Cu--;>- SHELVES O � "'IN. . � �--`�� II_-' �� } �-_ a��,�s�-113/4" � 3'-0" MIRROR Adier�,� � ��-- MICRO �7-�'` � j��--�'- OPEN TO �� CEILING PLAN LEGEND iris �- 10 `�6 ( ��)� \Q)r' DINING/LIVING �� 111 lc____, , SHELVES i N'i► 71:,:: _ - r.:.::: � - - ry � � _' ' ... :- .,� .��- - � � � - - - - � - � � MiNi.:�� ID ��_ � " ".:,:= DROPPED SOFFIT @ 8'-0"UNO e� _ tai `'� 4,3 _ - � -._ - - � C - - - eq o� ��'�` '1j1 oAMEMIL-1 -III-- ♦� /'1 7:1---- IT +X'-XX" DROPPED SOFFIT CEILING HEIGHT o RANGE 13 13 _ �r ,® '� \ r. \\ /, -- \\ ® T / \� - - DW - - - VENTILATION PATH RUR • t i aimmiwilimmimil 3A 3B 3C d, s-7314" X 3D 5A 41, 2'-6" al, 5B 4,30"MIN I 2'-6" 41, 5C ji,2'-0" VERIFY VERIFY VERIFY W/MFR W/MFR W/MFR • 3 UNIT 2.2 TYPE A BATHROOM 'I ELEVATIONS 5 UNIT 2.2 TYPE A KITCHEN ELEVATIONS - A5.22 SCALE: 1/4"= 1'-0" A5.22 SCALE: 1/4"= 1'-0" - 41'-83/4"• / 13'-10" /• 8'-4" / 4'-10" / 3'-111/2" / I 2'-10" 2'-6" 3'-0" BRIAN R.FLEENER A X1'-6" - r - i 5/ It//7 �� r M • M , r r .- ili I FORTLA D,0R _ J OF OW- . . a AST BAT r =�1:: � � SHELF krafarI1111 I- TrI 'a MASTER H . 3 REFI: - _ _ , rr • - j .. v I v M Br � �� 8 ^0 ! NEXHAUST �_ .. _ . • . . -. . .. c1 .., . . I ,. . , .� _�-�-- �.4D A5,22 �B N MASTER BATH CLOSET, 22 3CI co r u - \ - ch 2 �� X ____ D Unit Plan 2.2 4C _ j -BATH ' i • BATHROOM _ "Ili ,� 24A o KITCHEN 1 1 _ --- 5c ♦ e A r , - : :. .; .,. r rr - rr f� rr KITCHEN Type T +g -p o 8 CLEAR 4 5Q,64 f+8'-0" , CLOSET1 -�--SI~ i -- 24A- a3 - _ °� I I I > v o v ./. F2 > L._- 1 I I ) I > /,, � ' ♦ `r in 1 1 I 1 '� 24A _' d 2X6 H ♦1 ♦ , I- uPANEL -' = • 1 'OP - 4 14' 4' 4 3/4" - 6 9 ..._._....4,. .8" LIVING/DINING BEDROOM ...... _.......................... __ .. 11 Orr r rr t _ - - 246 • MASTER BEDROOM MASTER EDBROOM LIVING/DINING BEDROOM ._ 2 04.27.17 Plan Check Responses # Date Description X x Revisions .r C N co ❑ 1 February 15,2017 c� PTHC t Date w - _ . ...-: BB,KB,SM o E r r '� V, - Ib jr, gm_ Designed By I H - O T <-2 ZD U - 1 m x Drawn By > ;g fJ it IV) 4V, 4 ❑ ❑ 1 I, .i��. • O Ix 0 ❑ ❑ BB,KJ E Checked By 0 o 0 17857 Project Number c c T m 3- w w A522 �1 - ` co _ Li it 2 UNIT 2.2 TYPE A REFLECTED CEILING PLAN 1 UNIT 2.2 TYPE A FLOOR PLAN Sheet Number id - A5.22 SCALE: 1/4"= 1'-0" A5.22 SCALE: 1/4"=1'-0" Copyright 2016 EIf this drawing is less than 24"x 36",it has been reduced.Scale accordingly. re ELEVATION KEYNOTES UNIT PLAN NOTES AlipPlIP 41/". 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. i171.1N' t'• -- - SEE DETAIL 13/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER©19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. I `'' `-' lli. 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS { '> UNITS),PROVIDE BLOCKING OTHERWISE NOTED. `�'':- ''i 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. 9. REMOVABLE CM 1'A8.12:ONTINUE FLOORING 6. SEE DETAILS 91A8.11 ,101A8.11,11/A8.11& UNDER CABINET.SEE FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Otak Architects, Inc AND SUPPORT. 7. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BARS,PROVDE BLOCKING,SEE DETAIL DOOR FRAME DETAIL AND JAMB DIMENSION. 808 SW 3rd Ave, Suite 300 5/A8.12 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Portland, OR 97024 0 U 0 0 e 11. LINEN CLOSET W/REMOVABLE SHELVES ENCLOSURE DETAIL AT WALL&FLOOR. Phone 503.287.6825 12. RANGE HOOD UNIT WITH WALL CONTROL 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF p m m 6 p p `,, SWITCH DETAIL. Fax 503.415.2304 1ilD �~� 13. 4"MDF BASE(CONTINUOUS BEHIND 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED © -T / a '�JfilAPPLIANCE)WHERE APPLICABLE WALL INTERSECTION DETAILS. MIRF�O- 0 Q /� 14. OPEN SHELVING 11. LIGHT SWITCHES,ENVIRONMENTAL,CONTROLS, I/ `' 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST AND OTHER CONTROLS SHALL BE 48"HIGH River Terrace East - - - - HOOD MAXIMUM ABOVE FINISH FLOOR. ELECTRICAL, Q� / ��` - - - 16. PLASTIC LAMINATE COUNTERTOP WITH 4" TELECOMMUNICATION(TELEPHONE/TELEVISION rww■■rir o -' N/ BACKSPLASH AND SIDESPLASH WHERE OUTLETS)RECEPTACLES ON WALL SHALL BE NO '"l ,/ �� o '`r 11, 17. VANITY DOCCURS{N OTHER UNITS RAWER UNIT CABINET LOWER THAN 15"ABOVE FINISHED FLOOR. 612. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR HEAD 18. SINK BASE CABINET,TYP DETAIL,and 3/A8.11 FOR BI-FOLD. 13 - \,,y�/. N �` " C> 19. PAINTED GYPSUM BOARD SOFFIT 13. ALL FAUCETS TO HAVE LEVER HANDLES AND East side of SW Roy 4k- 11 ,2 \ i 20. PLASTIC LAMINATE COUNTERTOP AND TILE SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A -3,, 2,-3 -31, 4B 4C 4D BACKSPLASH,TYP 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Rogers Rd., Tigard, 21. PLASTIC LAMINATE BAR TOP AREAS TO BE REINFORCED FOR GRAB BARS, OR 97223 22. STANDARD WALL CABINET WITH NO SHELVES SEE 17/A8.12 FOR REINFORCEMENT LOCATIONS. 23. STANDARD WALL CABINET WITH(2) 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ADJUSTABLE SHELVES ALARM NOTIFICATION APPLIANCES.UNITS ARE 4 UNIT 2.3 BATHROOM 2 ELEVATIONS 24. STANDARD BASE CABINET WITH DRAWER& TO BE PROVIDED WITH THE CAPABILITY TO ADJUSTABLE SHELF SUPPORT VISIBLE ALARM NOTIFICATION - A5.24 SCALE: 1/4"=1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY APPLIANCES IN ACCORDANCE WITH NFPA 72. OWNER PRE-WIRE UNITS FOR VISIBLE ALARMS. 26. SHORTER REMOVABLE BASE CABINET AT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO WORK SURFACE WITH DRAWERS& BE INTERCONNECTED.ALARMS TO BE ADJUSTABLE SHELF HARDWIRED WITH BATTERY BACKUP. 27. SHORTER REMOVABLE BASE CABINET AT SINK 17. BATHROOM LIGHT FIXTURES TO BE LOCATED AND WORK SURFACE OUTSIDE OF TUB/SHOWER ENCLOSURES. 28. RANGE WITH CONTROLS AT FRONT 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER 29. HAND SHOWER BLOCKING LOCATIONS. 30. RANGE HOOD CONTROL SWITCH PANEL 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS - 20. SEE DETAIL 4/A8.11 FOR WATER HEATER West Hills STRAP INSTALLATION `i ' 21. TYPE B UNITS W/2 BATHROOMS: _ -OPTION A-ALL TOILETS SHALL COMPLY W/ Development 1004.11.3.1 -OPTION B-1 TOILET SHALL COMPLY W/ 735 SW 158th Ave.,Q Q 0 0 (23) 23 23 ea 1004.11.3.2 e 1 1--jEt 4E6 ME/ 2 JR:° { -� 22 Beaverton, OR 97006 1 / , \, a \\.., . .. ( 6 )--\ ..9,.. I falt ' . -4-----..- f„ CI zo ---, : , -a., CI . -7 IRROR _ '� } `��;�.-;� '� CEILING PLAN LEGEND '� � .r 1, 1, � � � \ ' _a _ _ate 1 r - ... - N t et `� _ - - - - - L. - - 24 _ # • DROPPED SOFFIT aG�8'-0"AFF - - - ■AII "". - _ - * • aii�_ .A� Til _ _ -._ - J� ! +X'-XX" DROPPED SOFFIT CEILING HEIGHT . ). `o RANGE REFR . `v MIIIIIML.1 41) 40) ti �. �' \ -f VENTILATION PATH monlimmimmriai. 2'-3 k 3B 3C 3D 5A" 3A 1, o" 4, S-0" 1 2'-9" 2'-0" 2'-3" 4 �5B 2'-6" 2'-6" 2'-6" 7-6" - VERIFY '�VERIFY " VERIFY W/MFR WI MFR 2 WI MFR 3 UNIT 2.3 BATHROOM 1 ELEVATIONS 5 UNIT 2.3 KITCHEN ELEVATIONS A5.24 SCALE: 1/4"=1'-0" A5.24 SCALE: 1/4"=1'-0" A5.30 A5.30 12'-3" 'A a 9 Si 372 rel ,,^j-;• :'�� - .r ..:... -r �?-' ... III �"s I a I �':iliC1� f i,.iYF� I- +� `-- EXHAUST 4A F F . if2- /7 • _�.: ►- " " BATH 2 POR l 0 OR 14 6 -21/2 / -21/2 4 -43/4 � C1 'ir E I 9314" 4 5 A5.24 ,B ,in �t I }: imagoes 24A OF _ - '-* 0, 0 ,, i ••••••. ; BATH 1 �n / Q1 - - ''; r B \ --.. . • - • s . - --•- =a. no 24A1 '''• D1 F2 ti BEDROOM Unit Plan 2.3 i>. JJ3B - CLOSET c1 E; - - :-r .:: D 244--i • 1 ,. r ` - -- 3A A5.24 3C�1111r '- - - w +8'_0" l ( ° -2.6 2X6 3D 5'-01/2" N. �s - 0. -.._._ 7'-11" Cl '� 3'-5" 4'-103/4" 24B . SV CPT h CLOSET 11111 • °' 24' /\ 24A ELEC. PANEL a' -I I I I CP (/)Pa. '� E2 i- 1 > m a_ I c PTAC s' 24' \/ REFR{ Cl ; Li Pt _ 11'-11" LIVING/DINING ( z KITCHEN -o c •:: # Date Description 03 of a� 24M ,IQ , SV CPT Revisions -- BEDROOM F 5B A5.24 JANUARY 12,2017 a �.',r__ +7'-0" i F 5A O ® Date U -1, �.; { B3 BB,KB,SM vs s • Designed By ui :1- - ' PATIO/BALCONY c§ l_ { r__7 Author :'-1:. I- ---�----• i DW - Drawn By �.; I IP 411, 4 BB, KJ �, EXHAUST --- 0 0 0 - Checked By g I 17857 Project Number I A5 . 24 D AI UNIT 2.3 REFLECTED CEILING PLAN CD UNIT 2.3 FLOOR PLAN hi A5.24 SCALE: 1/4"=V-0" SCALE: 1/4"=1'-0" Copyright 2016 Q _ ii If this drawing Is less than 24"x 36,it has Si been reduced.Scale accordingly. ELEVATION KEYNOTES UNIT PLAN NOTES - " 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 0 3 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT CO 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. _- - SEE DETAIL 13/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, ,s;1-Z11:,‘ '',4:isfi ' 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. . 5. TP DISPENSER(4/19"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 UNLESS UNITS),PROVIDE BLOCKING OTHERWISE NOTED. :'::Mt;;;:: 7. 24"TOWEL BAR(4).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. 9. REMOVABLE CA441A8.12:ONTINUE FLOORING 6. SEE DETAILS 9/A8.11,10/A8.11,11 /A8.11& UNDER CABINET.SEE FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Otak Architects, Inc AND SUPPORT. 7. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BARS,PROVDE BLOCKING,SEE DETAIL DOOR FRAME DETAIL AND JAMB DIMENSION. 808 SW 3rd Ave, Suite 300 5/A8.12 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER Portland, OR 97024 © 11. LINEN CLOSET W/REMOVABLE SHELVES ENCLOSURE DETAIL AT WALL&FLOOR. © � - 111=11 an 12. RANGE HOOD UNIT WITH WALL CONTROL 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF Phone 503.287.6825 SWITCH DETAIL. Fax 503.415.2304 I / , 13. 4"MDF BASE(CONTINUOUS BEHIND 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED Q 6 ---;-; a APPLIANCE)WHERE APPLICABLE WALL INTERSECTION DETAILS. 4[-iMIRRO" �� / �-,-� 14. OPEN SHELVING 11. LIGHT SWITCHES,ENVIRONMENTAL,CONTROLS, I C�} Q Q / 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST AND OTHER CONTROLS SHALL BE 48"HIGH River Terrace East CI r �" t 1 / - - _ HOOD MAXIMUM ABOVE FINISH FLOOR.ELECTRICAL, I I -- - / �a - - - 16. PLASTIC LAMINATE COUNTERTOP WITH 4" TELECOMMUNICATION(TELEPHONE/TELEVISION C_ - - "i' g 't \ C _ _ _ OCCURS INBACKSPLAH OTHERSUN TS LASH WHERE OUTLETS)RECEPTACLES ON WALL SHALL BE NO V - I I` 1 1 17. VANITY DRAWER UNIT CABINET LOWER THAN 15"ABOVE FINISHED FLOOR. 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR HEAD -‹' ,,,, 18. SINK BASE CABINET,TYP DETAIL,and 3/A8.11 FOR BI-FOLD. " , ,ter A111) lMIKliD 19. PAINTED GYPSUM BOARD SOFFIT 13. ALL FAUCETS TO HAVE LEVER HANDLES AND East side of SW Roy Ili stk l 20. PLASTIC LAMINATE COUNTERTOP AND TILE SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A ' 3'-0" 4B 4C 4D BACKSPLASH,TYP 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Rogers Rd., Tigard, 1'-p4J -1.-0" 21. PLASTIC LAMINATE BAR TOP AREAS TO BE REINFORCED FOR GRAB BARS, OR 97223 22. STANDARD WALL CABINET WITH NO SHELVES SEE 17/A8.12 FOR REINFORCEMENT LOCATIONS. 23. STANDARD WALL CABINET WITH(2) 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ADJUSTABLE SHELVES ALARM NOTIFICATION APPLIANCES.UNITS ARE 4 UNIT 2,3 TYPE BATHROOM 2 ELEVATIONS 24. STANDARD BASE CABINET WITH DRAWER& TO BE PROVIDED WITH THE CAPABILITY TO ADJUSTABLE SHELF SUPPORT VISIBLE ALARM NOTIFICATION A5,25 SCALE: 1/4"=1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY APPLIANCES IN ACCORDANCE WITH NFPA 72. OWNER PRE-WIRE UNITS FOR VISIBLE ALARMS. 26. SHORTER REMOVABLE BASE CABINET AT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO WORK SURFACE WITH DRAWERS& BE INTERCONNECTED.ALARMS TO BE ADJUSTABLE SHELF HARDWIRED WITH BATTERY BACKUP. 27. SHORTER REMOVABLE BASE CABINET AT SINK 17. BATHROOM LIGHT FIXTURES TO BE LOCATED AND WORK SURFACE OUTSIDE OF TUB/SHOWER ENCLOSURES. - 28. RANGE WITH CONTROLS AT FRONT 18. SEE 171A8.12 FOR WATER CLOSET AND SHOWER 29. HAND SHOWER BLOCKING LOCATIONS. 30. RANGE HOOD CONTROL SWITCH PANEL 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER West Hills STRAP INSTALLATION Y 1r �7 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ Development 1004.11.3.1 4 r 0 0 0 0 23 @ ED ® 1004.11.3.2 1 TOILET SHALL COMPLY W/ 735 SW 158th Ave., 5NMI 22)AEI 1,4_, Beaverton, OR 97006 ea 05)% rid IRROR -��--7-' - , � - , p� �; ;-` GELLING PLAN LEGEND ii // ` ` DROPPED SOFFIT $"-0"AFF `% I _ -� I C - - _ g t-! -`D X.:D wlwr�t:R .� _ _ n ,n «� _ _ 'rte 28 �,� -r f - �c----- ®� \24 © 9 V' le, , �� ,I °o _ - 6 Ili' / ''11`. 'f 1) .. ^'`• '/ 1.` RANGE ,'f�1�` +X'-XX" DROPPED SOFFIT CEILING HEIGHT DW . RcFR _ \�. �'�- �,�r ` J 1 /' 13 .- n " ,\\�,.'� �\` .'i ,\\ // ca �.`` r,. -YW ��,� - VENTILATION PATH • r _ E---- > F - - e _ f - -- �`f ,err__ ' 1 .,a. ' r r �• 3'-0" 2'-9" 2'-0" 2'-3" ',r 2,-6„ 2'_6' 2,_6„ 2'_6x 3A ,� 2'-3" Jr 3B 3C 3D 5A ', '� VERIFY 'r 5B Jr , 1�"0" VE MFR VERIFY 2x7 VERIFY W/MFR W/MFR - 3 UNIT 2.3 TYPE BATHROOM 1 ELEVATIONS 5 UNIT 2.3 TYPE KITCHEN ELEVATIONS - A5.25 SCALE: 1/4"=V-0" A5,25 SCALE: 1/4"=1'-0" 12'-3" , f . ii,, , :,, 4 --ir ig- ,..;,,,,- ?,.,.., ----, N. LIN 0111161••••••••.111., BRIM Fi. ENER --:.- - - - - - -, - ! } 1 - EXHAUST t 4A . L_ _J i Z E°° BATH / !� �, PIJ TL t ,0R 3/4" Cl6 -0 1 -4 4 43/4 4• A5.25 'B .I • .� I U i �W�1 �� > Da. ,'. +8' Ox _ BATH 1 . W i� 1 > I' b !1 g J 24.. Dl `� or ,. f,. ;.I': �- CLOSET �; BEDROOM Unit Plan 2.3 r t �i - B 1 I o a - + t i's) - 1 L �. 8 -0 1 D 24 Type B I 3A A5.25 3C - - hi y:,, _ _ ____. _ _I ! 2X6 • 2X6 24A ,. o -- -- 24A 3D �, 4'-8 3/4" o ► Cl 3'-81/2 ''� IR- 24B 24B `=' CLOSET i2'-43/4" co 24' " t- 4a. A .I ` > t �' > ELEC. co PTAC $'-3" TA. 0 I PANELt , \• ` EFR1 I .t 1 �" { `1t A. C1 - ` LIVING/DINING i 11'-11" o I ` # Date Description Q 1 , <1. SV CPT Revisions BEDROOM 1 ` 5= A5.25 I' 24 . i JANUARY 12,2017 co +7'-0" \--';'-/, KITCHEN 0 0 Date a A. _. , I I I , , B3 BB,KB,SM 03 ui --► Designed By I -I- r ' - `' -- --- ------11 PATIO/BALCONY go 1 I I DW I I I Author I 1-- 1 I I -i. Q 4 i� j Drawn By t Ei It, 4 . .,1. BB,KJ 7Checked By 1 EXHAUST 17857 Project Number c m --J' e 2 UNIT 2.3 TYPE B REFLECTED CEILING PLAN 1 UNIT 2.3 TYPE B FLOOR PLAN A5 . 25 OPTI jI~I A- BOTH BATHROOMSS COMPLY WI 1004.11.3.2 Sheet Number v SCALE: 1/4"- 1'-0" A5,25 SCALE: 1/4"=1'-0" Copyright 2016 hi A5.25 w If this drawing is less than 24`x 36",it has - been reduced,Scale accordingly. > cc - ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 0 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. r- SEE DETAIL 13/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, --4,4 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. '4,47,174441,10X4 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 UNLESS mi,,,iiR*40 UNITS),PROVIDE BLOCKING 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. 9. REMOVABLE CAVA8.12:ONTINUE FLOORING 6. SEE DETAILS 9/A8.11,10/A8.11,11/A8.11& UNDER CABINET.SEE FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL t CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Otak Architects, Inc AND SUPPORT. 7, SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BARS,PROVDE BLOCKING,SEE DETAIL DOOR FRAME DETAIL AND JAMB DIMENSION. 808 SW 3rd Ave, Suite 300 1 -, 51A8.12 8. SEE 17/A8.11&18/A8.11 FOR TUB/SHOWER Portland, OR 97024 11131 GI CP11. LINEN CLOSET WI REMOVABLE SHELVES ENCLOSURE DETAIL AT WALL&FLOOR. 12. RANGE HOOD UNIT WITH WALL CONTROL 9. SEE 3/A8,12 FOR TYPICAL CLOSET ROD SHELF Phone 503.287.fi825 © ` 5 , ©© @ SWITCH �111 CP ` \, 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED Fax 5Q3.415.2304 13. 4"MDF BASE(CONTINUOUS BEHIND IRROR APPLIANCE)WHERE APPLICABLE WALL INTERSECTION DETAILS. " \ 14. OPEN SHELVING 11. LIGHT SWITCHES, ENVIRONMENTAL,CONTROLS, " '\ 15. OOD MICROWAVE WITH BUILT-IN RANGE EXHAUST AND OTHER CONTROLS SHALL BE 48"HIGH River Terrace East r - - - - - MAXIMUM ABOVE FINISH FLOOR. ELECTRICAL, �' s - - - \_ "- - -"- 16. PLASTIC LAMINATE COUNTERTOP WITH 4" TELECOMMUNICATION(TELEPHONE/TELEVISION " " -- LOWER THAN 15"ABOVE FINISHED FLOOR. , p, / OCCURS IN OTHER UNITS OUTLETS)RECEPTACLES ON WALL SHALL BE NO BACKSPLASH AND SIDESPLASH WHERE o �'u N / 17. VANITY DRAWER UNIT CABINET 12. SEE 2/A8.111 FOR TYPICAL BI-PASS DOOR HEAD ICE) - �\v/� 6 ®@ /' ® 18. SINK BASE CABINET,TYP DETAIL and 3/A8.11 FOR BI-FOLD. 1.11111111;kirm.... ". "- 19. PAINTED GYPSUM BOARD SOFFIT 13. ALL FAUCETS TO HAVE LEVER HANDLES AND East side of SW Roy -,a� ;. 20. PLASTIC LAMINATE COUNTERTOP AND TILE SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A 4: Jr k 2'-3" jr 4C 4D 21. PBACKSPLASH,LASTIC LAMIN TE BAR TOP 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Rogers Rd., Tigard, - " AREAS TO BE REINFORCED FOR GRAB BARS, OR 97223 1 0 22. STANDARD WALL CABINET WITH NO SHELVES SEE 17/A8.12 FOR 23. STANDARD WALL CABINET WITH(2) 15. ALL UNITS TOB BE IONS. PPED WITH AUDIBLE S 4 UNIT 2.4 BATHROOM 2 ELEVATIONS T DARD B ALARM NOTIFICATION APPLIANCES.UNITS ARE SHELVES TO BE PROVIDED WITH THE CAPABILITY TO 24. ADAUNDARD BASE CABINET WITH DRAWER& ADJUSTABLE SHELF SUPPORT VISIBLE ALARM NOTIFICATION A5,26 SCALE: 1/4°=1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY APPLIANCES IN ACCORDANCE WITH NFPA 72. OWNER PRE-WIRE UNITS FOR VISIBLE ALARMS. - 26. SHORTER REMOVABLE BASE CABINET AT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO WORK SURFACE WITH DRAWERS& BE INTERCONNECTED.ALARMS TO BE - ADJUSTABLE SHELF HARDWIRED WITH BATTERY BACKUP. 27. SHORTER REMOVABLE BASE CABINET AT SINK 17. BATHROOM LIGHT FIXTURES TO BE LOCATED AND WORK SURFACE OUTSIDE OF TUB/SHOWER ENCLOSURES. - 28. RANGE WITH CONTROLS AT FRONT 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER 29. HAND SHOWER BLOCKING LOCATIONS. 30. RANGE HOOD CONTROL SWITCH PANEL 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS 20. SEE DETAIL 4/A8.11 FOR WATER HEATER West Hills • STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ Development 1004.11.3.1 -OPTION B-1 TOILET SHALL COMPLY W/ 735 SW 158th Ave.," / , � ' !Q 6 < 1 ) @ ® ® CD " 1004.11.3,2 C) @ IR 7 2 {23} d 17-i-5)w 22 @ •. @ Beaverton, OR 97006 MIRRO- o p / �t,�;, �, @ CD ',11111b.-- -" z- 4 ‘--7/- CEILING PLAN LEGEND i � / �24� 16 @ ■ _ _ _" - - - - ' e n I.n 17:- ' s �co � _ -®i -_ ° DROPPED SOFFIT @ 8'-0"AFF r - o \ ., f,�j�` - 4'' " � RANGE , " " ,-NTT o ' +X XX" DROPPEDSOFFITCEILING HEIGHT REFRlib ler t ,�1111) 6 �\. fes. N - r '- 13 ---�__ `r E\�t,t. ` 'J� . \�` '�f �` �'� ,' r,. `�`u'�/ - _ ,�` '�, -XI-X7 VENTILATION PATH 43.-3N 2'-3" 1-34,N 3'-0" 2' -9" 2'-ON 2'-3" 2'-6" Mil-6N 2'-6" G -CN JIt 3A •� G 3B 3C 3D 5A k J V 5B Jr G V 4, L V VERT VERFIY 2" VERFIY W/MFR W/MFR W/MFR • 3 UNIT 2.4 BATHROOM 'I ELEVATIONS 5 UNIT 2.4 KITCHEN ELEVATIONS A5.26 SCALE: 1/4"= 1'-0" A5.26 SCALE: 1/4"= 1'-0" 7- EXHAUST ❑ ❑ ` 11?tot i 3720 PATIO/BALCONY PATIO/BALCONY _______ DW 1 L__--'r ^ • BRIA RFL IdER i •(„ ;,,z),R7 I�I7,OR -f,:. B3 ; BEDROOM 2 I I 1'-On--- .1:.=. I '' A5.26 `5B • '-, o 0 T - Q KITCHEN +7 -0 BEDROOM 2 CPT SV KITCHEN �' _I < > ; o r iii , -� I ELEC. Unit Plan 2.4 ti f.' PANEL in I (NI � /\ k, PTAC ^ L IS - 4 > U E2 - LIVING/DINING 1 1 I, ,J i_._ co a -'r - - o LIVING/DINING a. U4 4/4 up--w- 1 NI o. \/ iv ■tom - U itI' 14'-101/4" 4' 103/4" 3'-41/2" - --- C1 4D4A __._ I I _ „_:; - - :i. 2X6 • 6 •9 C A5.26 .B _ t �\ ter - a tilI • I • BATH 2 D .t.,. +$' - 0" . - 24B C1 CLOSET +n 4A r-- w - CLOSET • . • BEDROOM 1 24 •a F2 �, �- �1 BATH a 1,. W ` 61 ui 1 1. ( ` 24 D2 ^ # Date Description 0 \ 4all Revisions -1 '-E. 1- 1 J 1 u u6 JANUARY 12,2017 it BEDROOM 1 .:I. 1' . . . `� 3D u '�- Date o h .p 1 : r Cl 3C A5,26 B 2'-8" it, 5'-5" BB,KB,SM je__ m �' I ..:I; ' Designed '� ■� -:BATH 1` to 24 BATH 1 s By - ,� , I I Author tu EXHAUST � -'`�*». - ,., ;t -� I "0, I Drawn By '. . . _ --. . .. - - ': ► I 4 �� , �` BB,KJ c d, 10'-7 1/2" Checked By g 17857 Project Number IS 43 In A5 1 26 D 2 UNIT 2.4 REFLECTED CEILING PLAN 1 UNIT 2.4 FLOOR PLAN hi A5.26 SCALE: 1/4"=1'-0" A5.2$ Copyright 2016 4 t3 SCALE: 1/4"=1'-0" Sheet Number it If this drawing is less than 24"x 36",it has been reduced Scale accordingly. it ELEVATION KEYNOTES UNIT PLAN NOTES 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR0 -0 4 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. - - - SEE DETAIL 13/A8.12 . 4. LIGHT FIXTURE CENTERED OVER MIRROR 2• SEE.BUILDING PLANS FOR EXTERIOR WALL, W .� WINDOW AND DOOR DIMENSIONS&TAGS. 5. TP DISPENSER @ 19"AFF 3. SEE 20 1A8.11 FOR TYPICAL SOFFIT DETAIL. .-, 1 - 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4, ALL DIMENSIONS ARE TO FACE OF STUD UNLESS UNITS),PROVIDE BLOCKING OTHERWISE NOTED. ' ate;. 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. 9. REMOVABLE CA4t{TA8.12:ONTINUE FLOORING 6. SEE DETAILS 9/A8.11,10/A8.11,11/A8.11& UNDER CABINET.SEE FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL CLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Otak Architects, Inc AND SUPPORT. 7. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BARS,PROVDE BLOCKING,SEE DETAIL DOOR FRAME DETAIL AND JAMB DIMENSION. 808 SW 3rd Ave, Suite 300 5/A8.12 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Portland, OR 97024 Q a 0 ,� 7 0 �► 11. LINEN CLOSET W/REMOVABLE SHELVES ENCLOSURE DETAIL AT WALL&FLOOR. I I 1 0 2EMI 12. SRW T HHOOD UNIT WITH WALL CONTROL 9. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF Phone 503.287.6825 13. 4 MDF BASE(CONTINUOUS BEHIND DETAIL. Fax 503,415.2304 / 10. SEE 13 1A8.11 &14/A8.11 FOR TYPICAL RATED 16 Q APPLIANCE)WHERE APPLICABLE WALL INTERSECTION DETAILS. MIRRO 14. OPEN SHELVING 11. LIGHT SWITCHES,ENVIRONMENTAL,CONTROLS, /� �' - - 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST " River Terrace East4. - `� / �g - - "- - 16. PLASTIC LAMINATE COUNTERTOP WITH 4" TELECOMMUNICATION(TELEPHONE/TELEVISION " lIED �ir� \ BACKSPLASH AND SIDESPLASH WHERE OUTLETS)RECEPTACLES ON WALL SHALL BE NO @ , �` -f • OCCURS IN OTHER UNITS LOWER THAN 15"ABOVE FINISHED FLOOR. 8 b ,'TT.\ A u ME 12. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR HEAD 13 a 13 " 17. VANITY DRAWER UNIT CABINET 18. SINK BASE CABINET,TYP DETAIL,and 3/A8.11 FOR BI-FOLD. iv .\ t� I �` 19. PAINTED GYPSUM BOARD SOFFIT 13. ALL FAUCETS TO HAVE LEVER HANDLES AND East side of SW Roy -ta \ _ ��rw 20. PLASTIC LAMINATE COUNTERTOP AND TILE SHALL HAVE 1.5 GPM FAUCET AERATORS. , 4A 2'-3" 4B 4C 4D BACKSPLASH,TYP 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Rogers Rd,, Tlgard, 44, .� `l " 21. PLASTIC LAMINATE BAR TOP AREAS TO BE REINFORCED FOR GRAB BARS, OR 97223 \--1,- 0 22. STANDARD WALL CABINET WITH NO SHELVES SEE 17/A8.12 FOR REINFORCEMENT LOCATIONS. 23. STANDARD WALL CABINET WITH(2) 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ADJUSTABLE SHELVES ALARM NOTIFICATION APPLIANCES.UNITS ARE 4 UNIT 2.5 BATHROOM 2 ELEVATIONS 24. STANDARD BASE CABINET WITH DRAWER& TO BE PROVIDED WITH THE CAPABILITY TO ADJUSTABLE SHELF SUPPORT VISIBLE ALARM NOTIFICATION A5,28 SCALE: 1/4"=1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY APPLIANCES IN ACCORDANCE WITH NFPA 72. OWNER PRE-WIRE UNITS FOR VISIBLE ALARMS. 26. SHORTER REMOVABLE BASE CABINET AT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO WORK SURFACE WITH DRAWERS& BE INTERCONNECTED.ALARMS TO BE - ADJUSTABLE SHELF HARDWIRED WITH BATTERY BACKUP. 27. SHORTER REMOVABLE BASE CABINET AT SINK 17. BATHROOM LIGHT FIXTURES TO BE LOCATED AND WORK SURFACE OUTSIDE OF TUB/SHOWER ENCLOSURES. 28. RANGE WITH CONTROLS AT FRONT 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER 29. HAND SHOWER BLOCKING LOCATIONS. 30. RANGE HOOD CONTROL SWITCH PANEL 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS �+ 20. SEE DETAIL 4/A8.11 FOR WATER HEATER West H�IIS STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: -OPTION A-ALL TOILETS SHALL COMPLY W/ Development - 1004.11.3.1 `' / \\\N 6 - 0 0 23� :95)) JD CO 004.11321 TOILET SHALL COMPLY WJ 735 SW 158th Ave., Q� Q7 3 23 Beaverton, QR 97006 JD 0 2 ��- 0 / 7 , Jam- I ~',�r�-�`;\� 0W= �, `��I�,�� • 40 MI C)PEN-'TO " MIRROR / -t1 t , i I 20i - {� DI1 1•NG/LIVINGQ fp � ,, ; ,, �,,-;,� �.,� ; ,, � i ` .: CEILING PLAN LEGEND ut 28} 24 Niv 114 /. ., nL, Lk ��. -,� �) #� I . '• , DROPPED SOFFIT(a7 8'-0"AFF CI 41)141111.11111111 \ vi at --- - i ihit71,, I«` °a +X'-XX" DROPPED SOFFIT CEILING HEIGHT ....7::::2\41,,,,,,, e.'�` Le 6 R FR F/-�j - ' 'NGE I_ 13 C �` ,, ,\ �. ® 13 �\' A__ '� �a1 `, .' �' , .. i,, 111111• DW - VENTILATION PATH i MIIIIIIrialliiimnil Waft iiimmill111;braill_Mi -/- - / - - limmemmoriliormainimum 3A j, 2'-3" 3/4" 3B 3C 3D 5A VERI6FY' 2"-3" 'r 5B1 -6 VERIFY f-9"jr 5C X-0� 3'-0" 'rVERIOFY W/MFR W/MFR W/MFR 3 UNIT 2.5 BATHROOM 1 ELEVATIONS 5 UNIT 2.5 KITCHEN ELEVATIONS A5.28 SCALE: 1/4"=1'-0" A5,28 SCALE: 1/4"=1'-0" 372E BR R F EVER' / I' - /7 P RTL NO,OR o a I. �_ "- o f EXHAUST _ - 1,,,,,t....-.24.-_0"...„., PTAC B2 PATIO/BALCONY 0 1,1 Unit Pian 2"5 ;.: .�•.L.' BEDROOM 2 os 1•:k:I. o I;I::� +8' _ 0„ 24 LIVING/DINING 244---4 `":x': •.i. r ; BEDROOM 1 0. il' •`�•I ELEC. •..:I,'"'_f;:I,I•; PANEL ,,1' {;, Firm D1 :, {'a",;j•. (:------- 24 ,'� _ t^ 1,-6 3J " 5' 1 1/4" . 24A U - -•-mac• 5'-6" �, 3'-0 3JJr 24A U --] -11- I I 1 ` ;" i I 1 Q { DW > 24 " I tit v v D1 ' D2 CLOSET f.:! 4;:�' a SV CPT -� -- +8t 0u I. _ I < > 'r` 1 _____,,,.. �`'�� ' # Date Description NIas ' I ., , /r •• { , . . ,f;` --- , cc.. SS �rfr\aim 5C KITCHEN "' Revisions ., •. i i . _ . - _ <r58 A5.28 4C'.,, . ,•. . JANUARY 12,2017 - 38 } +7' 0 i a� ,P' m t M } t t u) a)+ ► et 24` Date I, 8 0 _ _ t 1 n-. a a :I. . o W 'Cf I /D a' U ,�'�. .I j, _ " _ " ;� ,- � - iY _ - � 3A A5.28 3C CLOSET5A Cl 4B A5.28 'D cq 1 0 b 2 -6 Fl _ res,KB,5M IIll ,�: ../ �' °:""",,.- BATH 2 trs igned By . _ 24314A�w is 4A ,.. . . ., DC) RE F. _ • -� - ,"\\ � Author - a F. - r P _ _ 1 iV f, CA) B _ ��' ATH 1 t � w Dran B - y ''��.__""''__�- I 4. 1 I 1 Zf U 3 N Xs / 5,-21/2" j T-11 1/4" U 5,-0" 3,-7 1/2" y- Checked By c y- m E 17857 Project Number a m - to AI UNIT 2.5 REFLECTED CEILING PLAN _ 1 UNIT 2.5 FLOOR PLAN: Sheet Number ::2\4 B A5,28 SCALE: 1/4"=1'-0" A5.28 SCALE: 1/4"=V-0" Copyright 016 0 If this drawing is less than 24"x 36;It has been reduced.Scale accordingly. - > m CEILING PLAN LEGEND ELEVATION KEYNOTES UNIT PLAN NOTES - - 1. SHOWER CURTAIN ROD 1. REFER TO OVERALL BUILDING PLANS FOR0 -0 2. TUB/SHOWER ENCLOSURE DIMENSIONS FOR UNIT VARIATIONS AT `:,-;,:". DROPPED SOFFIT @ 8'-O"AFF 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, EXTERIOR WALL. ;;. (R - -. - SEE DETAIL 13/A8.12 2. SEE BUILDING PLANS FOR EXTERIOR WALL, ,,1.� 'T. +X"-XX" DROPPED SOFFIT CEILING HEIGHT 4. LIGHT FIXTURE CENTERED OVER MIRROR WINDOW AND DOOR DIMENSIONS&TAGS. t. e 4 ,� 5. TP DISPENSER @ 19"AFF 3. SEE 20/A8.11 FOR TYPICAL SOFFIT DETAIL. ��` ° - - - -- VENTILATION PATH 6. 18"TOWEL BAR @ 48"AFF(45"IN TYPE A 4. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS .k x UNITS),PROVIDE BLOCKING OTHERWISE NOTED. � a 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. 9. REMOVABLE CM A8,12;ONTINUE FLOORING 6. SEE DETAILS 9/A8.11 ,10/A8.11,11/A8.11& UNDER CABINET.SEE FOR KNEE 12/A8.11 FOR PLUMBING AND ELECTRICAL IncCLEARANCE REQUIREMENTS WHEN REMOVED PENETRATIONS AT RATED WALLS. Otak Architects, AND SUPPORT. 7. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD 10. GRAB BARS,PROVDE BLOCKING,SEE DETAIL DOOR FRAME DETAIL AND JAMB DIMENSION. 80$ SVV 3rd Ave, Suite 300 0 5/A8.12 8. SEE 17/A8.11 &18/A8.11 FOR TUB/SHOWER Portland OR 97024 5 O 0 ' Q 0 ""�- 0 0 0 11. LINEN CLOSET W/REMOVABLE SHELVES ENCLOSURE DETAIL AT WALL&FLOOR. ' 12. RANGE HOOD UNIT WITH WALL CONTROLPhone 503,2$7.6$25 16 4 P 11111 - Q 0 Q SWITCH 9. DETAIL.A8.12 FOR TYPICAL CLOSET ROD SHELF Fax 503.415.2304 17 0 40 I ti . 13. 4"MDF BASE(CONTINUOUS BEHIND 10. SEE 13/A8.11 &14/A8.11 FOR TYPICAL RATED ROR \ 14. AP LI SHE E HIRE APPLICABLE WALL INTERSECTION DETAILS. `-' j - '\ 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST 1 i. LIGHT SWITCHES,ENVIRONMENTAL,CONTROLS, AND OTHER CONTROLS SHALL BE 48"HIGH River Terrace East ' - _ _ _ HOOD MAXIMUM ABOVE FINISH FLOOR. ELECTRICAL, `N - �� \ i_ -='-amil 16. PLASTIC LAMINATE COUNTERTOP WITH 4" TELECOMMUNICATION(TELEPHONE/TELEVISION fil niir,•ct / tr�ri� BACKSPLASH AND SIDESPLASH WHERE OUTLETS)RECEPTACLES ON WALL SHALL BE NO OCCURS IN OTHER UNITS LOWER 15"ABOVE J 17. VANITY DRAWER UNIT CABINET 12. SEE 2 A811NFOR TYPICAL!BI PASS DOOR HEAD CrNISHED FLOOR. r \.� ; 0 18. SINK BASE CABINET,TYP _ _ . ,/ DETAIL,and 3/A8.11 FOR BI-FOLD. N r Lilt �*_ 19. PAINTED GYPSUM BOARD SOFFIT 13. ALL FAUCETS TO HAVE LEVER HANDLES AND East side of SW Roy r `� ,/ -,�.■� 20. PLASTIC LAMINATE COUNTERTOP AND TILE SHALL HAVE 1.5 GPM FAUCET AERATORS. 4A f 3'-0" 4,9"4, 4B 4C 4D z1. PLASTIC LA BACKSPLASH, TE BAR TOP 14. ALL SURROUNDS SHALL BE FLAT WITHIN THE Rogers Rd., Tigard, AREAS TO BE REINFORCED FOR GRAB BARS, OR 97223 22. STANDARD WALL CABINET WITH NO SHELVES SEE 17/A8.12 FOR REINFORCEMENT LOCATIONS, 23. STANDARD WALL CABINET WITH(2) 15. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ADJUSTABLE ELEVATIONS SHELVES TO BE PROVIDED WITH THE CAPABILITY TO 24. AARD BASE CABINET WITH DRAWER& ALARM NOTIFICATION APPLIANCES. UNITS ARE ADJUSTABLE SHELF SUPPORT VISIBLE ALARM NOTIFICATION A5.30 SCALE 1/4"=1'-0" 25. COUNTERTOP MICROWAVE,PROVIDE BY APPLIANCES IN ACCORDANCE WITH NFPA 72. - OWNER PRE-WIRE UNITS FOR VISIBLE ALARMS. 26. SHORTER REMOVABLE BASE CABINET AT 16. SMOKE ALARM WITHIN EACH DWELLING UNIT TO WORK SURFACE WITH DRAWERS& BE INTERCONNECTED.ALARMS TO BE ADJUSTABLE SHELF HARDWIRED WITH BATTERY BACKUP, 27. SHORTER REMOVABLE BASE CABINET AT SINK 17. BATHROOM LIGHT FIXTURES TO BE LOCATED AND WORK SURFACE OUTSIDE OF TUB/SHOWER ENCLOSURES. - 28. RANGE WITH CONTROLS AT FRONT 18. SEE 17/A8.12 FOR WATER CLOSET AND SHOWER 29. HAND SHOWER BLOCKING LOCATIONS. 30. RANGE HOOD CONTROL SWITCH PANEL 19. SEE 17/A8.12 FOR WASHER/DRYER REQUIREMENTS AT TYPE'A'UNITS t - . 20. SEE DETAIL 4/A8.11 FOR WATER HEATER West Hills STRAP INSTALLATION 21. TYPE B UNITS W/2 BATHROOMS: Development -OPTION A-ALL TOILETS SHALL COMPLY W/ 1004.11.3.1 -OPTION B-1 TOILET SHALL COMPLY W/ 735 SW 158th Ave., 1004.11,3,2 Beaverton, OR 97006 0 /-CE--> 0 0 1 co im0 IIED 22 4il'} 23 z3 1s ® © CP E © �3 N - f___ , 22 p� � n m 'r . II '� /r \ { '` � 15\ (21) OPEN TO rr� rr^� rrfi `N- � � 15 MIRROR - 1 \ ( _- DINING/LIVING 1 g _ < 20 28 16 __.r._ _ r'_ 20 o MICR] i i \ \ r \ r r s 0 419 v h 1.W.411.1111k •PIM/ MM. 4%- ,u o o o „... - - OQ •-,---,,, 1 i / (E, p_ . �i _ - CEILING PLAN LEGEND --- , , 0 -oAi :`�•" ' DROPPED SOFFIT©8'-0"AFF ` a +X-XX" DROPPED SOFFIT CEILING HEIGHT — — — VENTILATION PATH , ,. x ', - Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97024 Phone 503.287.6825 Fax 503.415.2304 • River Terrace East East side of SW Roy . Rogers Rd., Tigard, OR 97223 - ZA ZBZD01111 0 ._w FOC ,, I West Hills - - - _ _ _ _ _ _ _ _ _ _ _ - _ _ — _ _ _ _ _ _ _ Development _ I -, _ 735 SW 158th Ave,, _ TOP OF SLOPE Beaverton, OR 97006 a a a 0 a a a a a a a a a a a a 0 0 0 0 a a I - L .. L J ., - L - - - - - -- L _ .• I -Y _ r _ _ .. L STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE - ... - L 1'------1 J 1 . I J w111111111.. IIM..N — ..._ CORRIDOR — = — — = ...,.,. WALL CO r +8'-2"TYP. CORRIDOR 12 +8'-2"TYP. {'— .� - EXHAUST SOFFIT *111,... TYP A8.12 ©SOFFIT +8'-5"TYP. I I _ _I I CORRIDOR 01 L )r`� _ _ _ —,-. ........., l! — —�--r r — r —I ..__.1 7-1 + -1 _ WALL • uI EXHA ._.�'��.. STAIR 2 EL r , , I i. . .. „.„ ,..,..,, L . , ., • •. . , „ . . ,. . . }.i. r— i i *'` 372E}`. - — .�....,.. . .� k r T UNIT 2.3 - B BRIAN R. VCR I !' 111 ' ` --' giti I r - . , 44. UNIT 2.2 -A ''' ` ... .11'1 i I ' 02- /7 ' UNIT 1.3- B iii UNIT 1.4- B x_ .. PEAR NO,OR 'ift I:Ia 6-4:-4 f 1'1 • is 4 4 -I= 1 I :—ati----4 I::!:1 .iI (_ 1:, i I.-i I`i.l I —gyp '"' 0- '----E1 _ I '1_ <j`t1.------4)----4. 1 A _ a as _4_____, — — _71,-,--- —t da d �t T -1-- i.: ,_ _ __� 2,---. .... it,---,1. --4— _ _ �Li —�__ �, I — a 6 � a j 6 _7 ' � 1 , a [ / � Q —id EXHAUST EXHAUST EXHAUST 22 eX h ":TS Basement 0 ` I I I Ceiling Plan co0 o I I I I I I I 'Ea a a W CO u". V) c # Date Description to nt ZA4:1) filio ISO 121) 411111 Revisions 0 P JANUARY 12,2017 ro co . Date C t.) TA BB,KB,SM tc NOTE:REFER TO UNITPLAN SHEETS Designed By FOR UNIT DROPPED SOFFIT HEIGHTS WY,ZD au F Drawn By 16 N BB,KJ 1 22 PLEX BASEMENT CEILING PLAN Checked By EED A7.00 SCALE: 1/8"=i'-0" 17857 -9§ Project Number car - 0 0 a., A7 . 00 D to Sheet Number id Copyright 2016 0 LL, If this drawing is less than 24°x 36;it has been reduced.Scale accordingly. CEILING PLAN LEGEND -- -, 0 1' DROPPED SOFFIT©8'-0"AFF A +X-XX" DROPPED SOFFIT CEILING HEIGHT * + — — — VENTILATION PATHk ',"Stat Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97024 Phone 503.287.6825 Fax 503.415.2304 . River Terrace East • East side of SW Roy Rogers Rd., Tigard, OR 97223 ZA ZBZD ill 0 .. ....,, ,_,, ,,,, . ... Lai- cc aI _ II Qr- _ �p i 3 --fii • West Hills _...... H I - _ Development 1 1 ' ..-s L, —1 ,_. 735 SW 158th Ave., �. I Beaverton, OR 97006 I I STAIR 1 us 9l' a EXHAUST [ 3 GARAGE 1 GARAGE 2 GARAGE 3 D(A ACC GARAGE 4GARAGE 5 GARAGE 6 GARAGE 7 GARAGE 8 GARAGE 9 GARAGE 10 ,: EXHAUST il E1 ,I, - - 1:-- _ _ --� �� r---- �------ — r— - - _ y'r-_=1:1 �` r • (_ — s — CORRIDOR . _ . . . .. WALL 410 - 12 7 f- - :._ , . . — �-- EXHAUST - +8'-2"TYP. CORRIDOR TYP. +8`-2"TYP. a©SOFFIT - +8'-6"TYP. A8.12 a@ SOFFIT I --1 _ _ _ J � `j — —I — CORRIDOR 1111 �— -..-..�- T j"" ,4=3 �—-� . - . ... WALL EXHAUST 3. 7t is 'tl r` , s wl f II :::''':.?7:-:,-,' l.-:•.:.--• : E,—, 'r ( •Ii, . I jxJ ii . . .„,. , -- ...• i'r , �� r s4 r r p d r- ---r--= UNIT LI 1 ,�°��" . 2.3 - B I 3720 [ _ UNIT 1.3 - B 1: UNIT 1.4- B I FRAU. SPEER UNIT 2.2 - B i. . tilt I t t:t: I. I i I i:i- :i OF 0 Iii, I i1" ,la-i_ a as { i.� .,:�...r "g".....-716--4-6-41,---4 -----Leii4:91-1,---4 1,---4 6—a , _T� — fel- El I EXHAUST ri EXHAUST EXHAUST ski 22 Flex First P.. Q , I I I I I Floor Ceiling P Plan 0 _ , ynj�- I I I I a. I I I I I cc--I cc--1 �d Ia ZAID 0 09 13) 0 h' 0 # Date Description Revisions 7 JANUARY 12,2017 co o Date U .: BB,KB,SM a% Ili NOTE:REFER TO UNITPLAN SHEETS Designed By w FOR UNIT DROPPED SOFFIT HEIGHTS as WY,ZD Drawn By caII3 i N BB,KJ Ali �,` 22 PLEX FIRST FLOOR CEILING PLAN N Checked By g A7.01 SCALE: 1/8"=1'-0" Miry 17857 Project Number 0 1 g as Sheet Number h; Copyright 2016 Q LE if this drawing is less than 24"x 36",it has been reduced.Scale accordingly. m . . __ CEILING PLAN LEGEND -1P"' -"•-"---= ..-- -.. ;`...i:' - DROPPED SOFFIT @ 8%.0"AFF 7_ - - , ,:',,,.A_ +X'-XX" DROPPED SOFFIT CEILING HEIGHT - VENTILATION PATH Otak Architects, Inc , • 808 SW 3rd Ave, Suite 300 Portland, OR 97024 , Phone 503.287.6825 Fax 503.4152304 River Terrace East • . East side of SW Roy • Rogers Rd., Tigard, OR 97223 Zek ZB ZD cio 0 _ Lc_<14 i_tx 7.,ii 1 1 - . West Hills EXHAUST [ EXHAUST ILI [ EXHAUST ri 1.---4-ai Development —r--, ,.,,,----- 0 735 SW 158th Ave, 77.-LE. it i t t 1...r.,_1=:=1 ".._ ...._p_______ _ __ L,_ .• • Beaverton, OR 97006 ...r i_ _ _ r-----r-----r--- -,1 yi,I, P 4 le 4 ' 11 1,--41,----4 .4 :f. 41 4 , ,.. . I " •1 -Jib 1:1 •: • UNIT 2.4 21, isiir.1. ......... — _ i-il• _i-i-f ,ti UNIT 2.5 14 . 4:1 it . . UNIT 3.1 _ 1 i:ii ". ,. 1.1. . . . ' I I __ Is. 1 ff,•-•-, •-: • , _. ,,,,-• 1 - n n.:. ,. . . ,. n.., , ..., . 1 nt i il'::-,-;,..,.-:', 0 L -I , -7-0,1-7 .. ,. . •. ... ._ _ •.. . " - . 0-- . , , . . • - . . , . , „. ...,.. . ..,_ , • . . . , •-•• .::• 21;--.---= . • . .. • •. I...:,:-•:•• 1 .... .. . . . , ., ......--=. _ --,•:,:.•,, :: :.:',:v,-__:, ‘• •. ,.. . STAIR 1 . . .. „„ .. . ., ,. :,..., .. 7. ....., . , . . .. . , , .7 ., „...... .. . . 7 :-:, -..- -.7-Li- . - • F EXHAUST CORRIDOR +08's-'2'0"FTYPAT. ' ' ' ' -, -''. , •.- -;, 4-... : = ...0--"'•' ‘ -. , - •" -, -.., . a „- . ..,‘, , , . , •, _ii- •:,,. -1.1- :,--.-.-.. ' . '' '• I., -• 'L.-.:.4.:"':L: ..1.,-.,..__ ,.,.. - ,.... •- - ,-.,. .4. animmin _ —7,-12'...,:;:r":•,:t.... --:-..: .-.7:-... ,'=..'" EXHAUST WALL 41110 ' - ,...-.",-.',-.;..,11.•::_•-•:, •,.:r-,,, ........ +8'-.2"TYP. CORRIDOR Irak ,j7,-,:. - . @ SOFFIT +8*-6.11YP. TYP. EXHAUST --r- CORRIDOR 401 .,:„.:;.: ,,:.., : „ .: ; ,., Z WALL *0 t........r) EXHAUST -- +'.7-7-71,-,-...,.-7:',-:-, .fi .`,,,•,;c :' [ 2.--.---t.4"..:7 :77,•7.- .-77 . ;• . •;,•.: ;:..: y I.;'?, .r- '''" 7.—. '''''', '‘:-t- ''''' :---7:,7"-:-'::H:' I• • :• -.... :...' ,':,: •, • -';:''•".: •.. . s•:::•, ' '•:•;.:',. ...',. :1 :;, '•'•,':.• • • ;•:• :•• i 11 ' .s..,:'::•;',': s: :..;: :- :: 4 ..4 '.1.]: :: :,::. ": . ,'''''.,;.:' STAIR 2 . .,. .: „..‘, - .., , . . .: . , -:'.I1‘, '-.:-::-, '--.:-!:' :---::-h"-; -••" — .::.:. .; -. I -:.:••- - . , 71, ! ..,: '- 7A11.' _ . ., . :. . • . . . - . . . - , .. .....---. ....... ..... . :j).-.. * 113 ,......, •i „ . _ .., . , ':::•.,::,:;-7.--.:-.: 7- - ...... . . .„. _ . 1 7-, -. 7. : -7_ , :..,:1--iiii:-.:-.; ....,.:77. ,... . ..,- r" • in:::;,':..,.,:,1,,,I.1 :::...,:....':,,g::-s:,. L 3720 ,...... 't. . ...,______, _ - —...... ........i. BRIAN R2ENER .. ., : _.. ......, ,:• .-, .,2 tr 4 • ///z. 17 „ • .,.. _ [ - UNIT 1.3 '`' -.111 .I'II UNIT 1A 1 ii .. 1.11 ____ - T UNIT 2.3 ... 1,%)0 IL 0,OR .1 OF 0 UNIT 2.2 'Ili 4i', I II, 4# 4 ' ----,--ir—r— _ • 1. 4 1/. _ - ,1:11,-- 2 ill: !if' t'. o_ ----- (F=4----- - 41, 4 _. L3=ic---- Tit'\••• in I - CI — lia., I 4 I'L LI ....11.1... ...... .. ,....a... * — Liel;=:TI-1.--4 ..t1 22 Plex Second . EXHAUST --' 1-. EXHAUST EXHAUST (15; Floor Ceiling - Cs/ - 0 _ la Plan I I I a. zij , :711 cc I=< F- la• o., osion. al co LU() 0" # Date Description as NI Revisions o ZA 17i0 ISD iii) ED JANUARY 12,2017 (.4 Date a r.) a BB,KB,SM 15 as NOTE:REFER TO UNITPLAN SHEETS Designed By ill FOR UNIT DROPPED SOFFIT HEIGHTS 0 g WY,ZD t co Drawn By t- N BB,KJ . .?. • • 1 22 PLEX SECOND FLOOR CEILING PLAN • Checked By (a) • A7.02 SCALE: yr=1'-0" 17857 - 8 Project Number 90 a _as -N A7 . 02 _ 2). 0 • D --r: - 0 Sheet Number iii Copyright 2016 0 If this drawing is less than 24"x 36°it has been reduced.Scale accordingly. ite . CEILING PLAN LEGEND , ,.-:.•,:':.:,,,,,,‘ DROPPED SOFFIT @ 8'-01 AFF -CI- 10,*1., -4,. +x-XX" DROPPED SOFFIT CEILING HEIGHT — VENTILATION PATH feir:zZ:71, -;K Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97024 Phone 503.287.6825 Fax 503.415.2304 River Terrace East East side of SW Roy Rogers Rd., Tigard, OR 97223 ZA ZB ZD 0 „CC F•CC -i u) cn < I al 0 _ [31 0 U 1•IMM•••••••i . West Hills Development IF jrae.eimm_m_ .............al............ 0..........t...........*mini 40071-=.1 n_ -I) I PIP' III CI , .,.. 7„. ... .... 735 SW 158th Ave., iff,.. `46,„, ,‘ 40114111MMI=I= \=I=444114.11 -K o .its ,.... 10# : 1 4 A I I 1" - ' ' L4 ' '''' UNIT 2A 1: s \ \ \ : ..0/. \11::: / :\,2 \ \ a. i,i . 1* ':\ 111 — =1= = = Beaverton, OR 97006 . ! irtoe it, • \ Ail , z \ ., lrikot, -v 4e-A , L .4'l s , /\\ \ ''••.. ti *4111k1 r"\ \ Adak \ r ii \ \ , ' \''•"1 I I I I I 1 404, • ill 11 IMEIMMINIMIle . FL UNIT 2.5 . ..... 1 ..... ..., —mu. I I i II I STAIR 1 i I , . _ +8'-tr IIIIIIIIIIIIIIII 7 ., ONENIIII 11111 , , • ' CORRIDOR cil _ ii . WALL 19 .- +8'-T"rYP. CORRIDOR TYP. @ SOFFIT +8'-6"TYP. all +8'-2"TYP. A8.12 @ OFFIT_I___ ll CORRIDOR 011 _ - 111111111111111111 .......... eimon mem III III MI STAIR 2 I +8'-On k\,/ •< ' \',,<,,,>1 IIII I 1111 ), I" \\7411 111VP 4 I I . immennimmemm r• -\'4, 4e. I „- ricii, .. a If I \I OA,:i . BRIAN 9.FLVIIER fl ir,' \711114F4944007 r`r . 1 v k r ."' Ile?V 7 • 1 - \ -• - \,,1 UNIT 2.3 i , ib\ .:.4 ‘•,, * ',,,, '41L—N, ir ' \ / N. --‘, \ • g 4, \ - \ se I. 41 4 . riiiiiii'' ''' '' '''' 4. ; 4/\47,:\ "lel =1 .11..°"".. 11111111111111111111111111111111 M 'I --- •••• 4 cn, _ Di ibi Ei d a a 22 Plex Third csi Floor Ceiling - ..9. bi Plan ,. (0 I I --I --I CC CC rx--1 a< rx--I a< X i– Ti a. LI LU V) CT # Date Description Revisions 111) 0 0 0 ‘..: JANUARY 12,2017 u) . • Date ca 0 tn 4N4 la NOTE:REFER TO UNITPLAN SHEETS Designed By 0 FOR UNIT DROPPED SOFFIT HEIGHTS BB,KB,SM A7.03 (13 VVY,ZD 0 i-- Drawn By t N CEAi .?,.., BB, KJ 5 l 22 PLEX THIRD FLOOR CEILING PLAN ) Checked By g 17857 - g Project Number -.1 it) . A7 . 03 -6 Sheet Number Copyright 2016 0 ir. If this drawing Is less than 24.x 36",It has - sg been reduced.Scale accordingly. > to CC - RAIN SCREEN FURRING-DO NOT HEADER,SEE LAP FLEXIBLE FLASHING PLACE OVER WINDOW STRUCTURAL NOTES OVER METAL FLASHING LAP WEATHER FLANGE • RAIN SCREEN BARRIER OVER FURRING FIBER CEMENT SIDING FLEXIBLE AND- FIBER CEMENT7. Q 1^ CHECK WINDOWROUGHALIGN OVER PROVIDE RAINSCREEN FURRING /' MTL FLASHING SIDING , / OPENING FOR LEVEL, _ Y SEE PLAN a -.£ CUT HEAD FLAP AT 451111111440PLUMB,AND WALL STUDS INSECT SCREEN SPACE MEN AT BOT QF RAIN STRUCTURAL 'FLEXIBLE INSECT SCREEN WI 114 AIR HEADER,SEE SQUARENESS. IN AT TOP AND "' FLASHING OVER DEGREES AND SECURE IT VINYL WINDOW BOTTOM OF SCREEN,DO NOT CAULK p ' ,KNAILING FLANGE i � > AWAY FROM THE THAT THE OPENING - \X\ 1 x MDF TRIM, I FRAME RAIN SCREEN LAP WEATHER OPENING. �%% WELL ENABLE \� j PAINT BARRIER OVER . OPEN SPACE WINDOW I ( BETWEEN EXTERIOR , UNIT ° MANUFACTURER'S FLEXIBLE AND I `� y,.--�-„ FRAME NAILING FURRING 4 REQUIRED CLEARANCE FLANGE I I SEE MTL FLASHING I END D M Otak Architects Inc AT HEAD AND JAMBS ..41111%111 INSTALL WEATHER WINDOWS. IF THESE STAPLE DOWN 1/8" DASHED 1"x4"FIBER :Y' PLAN ♦ INSECT SCREEN �`r- ♦ 808 SW 3rd Ave Suite 300 RESISTANT BARRIER CLEARANCES ARE NOT DQ NOT LAP V CEMENT TRIM, x i, W/1!4 AIR SPACE .0 AVAILABLE,THE CORRUGATED PLASTIC UNO ! MIN AT BOT OF Portland OR 97204 SHINGLE E EAP EDASTYLE " 1 " " Phone 503.287.6825 BACK DAM. POSITION IT RAIN SCREEN I FLASHING PROFILE ��,,,,� WINDOW SHOULD NOT ' FURRING OVER ��- FILL GAP BETWEEN �" ,( �•�- RAIN SCREEN DO ' 9 1►' BE INSTALLED AND THE 1/2 IN FROM THE BACK �'' WINDOW I ;,,,:/, I FRAME AND SAMF b 1 :_ *r NOT CAULK 1 x 4 FIBER AND SEAL IT WITH WRB 1400.. ill " . CONSTRUCTION SUPER- OF THE OPENING AND _ . 1101 CEMENT TRIM UNO FaX 503.415.2304 MANUFACTURER'S 9 FLANGE I I W/EXPANDING FOAM END DAM INTENDENT SHOULD BE WITH ENOUGH SPACE l -114.114111111P1W- : , APPROVED TAPE. NOTIFIED. FOR INSTALLATION OF INTERUPTED - -_• _. _. SEALANT ALL AROUND a s k,�p, BEYOND, �„ �' FILL GAPS WITH RETURN WRB IN TO JAMBS THE WINDOW,SEE RAIN SCREEN - Z "-� ♦ INTERLOCK W/ �'•. ^:> EXPANDING FOAM 1 OF WINDOW OPENING. 1 842/A8,01. FURRING FOR `fl -- - --- • rt ] JAMB FLASHING SEALANT VENTILATION - - _._14. - WRAP SAME INTO -a��/�/-- END DAM METAL HEAD .,. HORIZONALLY -7°k - RO -- FLASHING SET IN WRAP INTERIOR 1 ,,,, ,, `► UNDER /� OPENING W/GYP BD River Terrace East WINDOWS SEALANT WITH SEALANT ALL END DAMS SET WRB TYPICAL, / N SEALANT FLASHING PROFILE ONTO SEALANT AROUND WINDOW 4 '� �! SEE 13/A8.01 BEDDING JOINT rr� r�� WOOD DOOR FRAME NOTE:PROVIDE ..� ,-,- 1r� FURRING TO NOT BE FOR ADDITIONAL INFORMATION PLACED OVER WINDOW WEATHER WRAP VINYL SNAIL FIN" NWEATH R WRAP 3 FLANGE AS PER 13/A8^01 WINDOW STEP 2 • AS PER 13lA8,01 SW Roy Rogers Rd. STEP 1 I j 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"=l'-0" A8.01 SCALE: 3"=1'-0" A8.01 SCALE: 3"=1.-0" INSTALL THE WINDOW BY /1" APPLYING A FIBER CEMENT SIDING,SEE ELEVATIONS FOR TYPE 1 x MDF SILL,PAINTED L SEE PLAN CONTINUOUS BEAD OF ..+�� ..�.... FILL GAP BETWEEN FRAME MANUFACTURERS WRB,LAP OVER MTL P IMP' AND SAMF W/EXPANDING. UNIT JAMB STUDS, APPROVED SEALANT �� FLASHING 6"MIN&SEAL I�� ' FOAM SEALANT 1 X TRIM,PAINT SEE INSTALL FLEXIBLE .ter. BEHIND THE JAMB AND \�� PER WRB MFR ' •;•� SEE WRAP SAME INTO RO, III SEAEN STRUCTURAL .,, SAMF IN THE �'!� HEAD FLANGES ONLY �� MTL FLASHING W/DRIP EDGE ; , z =-`PLAN LAP WRB OVER SAMF WINDOW SILL AND (NEVER THE BOTTOM) SET IN SEALANT,SEE I �� i ' - nom. EXTEND IT UP JAMBS 6" AND SECURE IT TO FOR FLASHING PROFILE I i1 1 �O HEADER,SEE _ SEALANT ALL ON EACH SIDE THE FRAMED OPENING SAMF,SEAL OVER - STRUCT AROUND • OVER THE WRB PER THE WINDOW \\4 ,4 WINDOW .�, PRESS THE FLASHING MANUFACTURERS DOOR NAIL FLANGE i Nu sALONG THE FRONT OF �`,,, SPECS, 1 X 4 FIBER CEMENTSHIM AS /� �+} E�, I TRIM,UNO ' z REQUIRED 11»,; lirsY Y est Hills THE SILL AND INTO THE �� RAIN SCREEN SYSTEM W! IBY MFR,FILL CORNERS USING A INSECT SCREEN AND 1/4"AIR " / GAPS WITH ,• EilkXPANDING _ / Development ROLLER TO ROLL_IT SPACE MLN AT BOT OF RAIN ;/ EXPANDING _:_v:: T,r /f_1_____1__11 DOWN FIRMLY FOR NOTES SCREEN,DO NOT CAULK ar ...: d' 1, CONFIRM SEALANT IS r SEALANT -.��, 735 SW 158th Ave.,GOOD ADHESION, I "` , TO CREATE COMPATIBLE WITH SAME RAIN SCREEN FURRING TO - .: •� •-� :� VINYL"NAIL WINDOW PAN FLASHING. 1101 1114001 AND FLF-XIBLE SAMF STOP SHORT OF NAIL FIN _N.-�"` ► - " /'� Beaverton, OR 97006 BEFORE USE IN WINDOW i��: �I h► FEN WINDOW 112"%/ FIBER CEMENT SIDING INSTALLATION. MTL FLASHING W/DRIP EDGE � �,�.+; �i SEALANT BACKER ROD&SEALANT r I ( ( I J RAIN SCREEN FURRING, SET IN SEALANT,SEE , FIBER CEMENT SIDING DO NOT PLACE OVER • !! ‘*tsFOR FLASHING PROFILE I 1 I I.�,�� PROVIDE SEALANT DAM I I I FILL GAP W/ RAINSGREEN FURRING METAL J-TRIM,INTERLOCK W/ WINDOW FLANGE Ii% IMMEDIATELY BEHINDIrr VINYL SLIDING GLASS DOOR IM�!+•� EXPANDING FOAM END DAMS OF HEAD � J ,i) SEALANT FLASHING AND WEATHER LAP LAP S ST VE BARRIER WINDOW AT INTERIOR OF FLANGE SET IN SEALANT SEALANT ALL 1"X 4"FIBER SILL AND UP JAMBS 1 I AROUND CEMENT TRIM,UNO EXTERIOR END DAMS OF SILL PAN INTO RO,WRAP AFTER WINDOW (� FLASHING NOTE:PROVIDE FLEXIBLE FLASHING . i INSTALLATION NOTE:PROVIDE BACKER ROD&SEALANT V x 4"FIBER WEATHER WRAP OVER WINDOW WEATHER WRAP WOOD DOOR NOTE:PROVIDE CEMENT TRIM,UNO AS PER 13/A8.01 FLANGE AND SEAL TO STEP 3 STEP 4 AS PER 13/A8.01 FRAME WEATHER WRAP FIN AS PER 13/A8.01 11 SLIDING DOOR HEAD AT FIBER CEMENT 7 UNIT DOOR JAMB AT FIBER CEMENT 53 WINDOW JAMB AT FIBER CEMENT NOTES .• 1, INSPECT WINDOW FRAME A8.01 SCALE: 3"=1'-0" A8.01 SCALE: 3'1= 1'-0" A8.01 SCALE: 3"=1'-0" MITER JOINTS AND NAILING S FLANGES FOR DAMAGE AND REPAIR AS NECESSARY. JAMB STUDS,SEE 2. NO WINDOW GAPS ARE INSTALL 6"WIDE SAMF APPLY 6"WIDE SAME NOTES SEE VAPOR BARRIER STRUCTURAL 1 x MDF TRIM, ACROSS THE WINDOW PLAN RAIN SCREEN FURRING- WEATHERSTRIPPING PAINTED ALLOWED AT WALL FINS OF ON EACH SIDE OF THE 1. JAMB SAMF SEALANT ALL _ ��. 11111111‘ �� DO NOT PLACE OVER BETWEEN JAMB AND FACTORY MULLED WINDOW JAMB .f, HEAD. EXTEND BEYOND1. SHALL BE METAL DOOR, AROUND WINDOW DOOR FLANGE DOOR ALL AROUND, , WINDOWS. OVER THE WRB AND , THE JAMB SAMF. INSTALLED SO THAT TYP SEE SCHEDULE SHIM WINDOW AS � � • WINDOW FLANGE. ;`_, _-...-° ^ •_.. . . AM K ��* THE HEAD SAMF FILL GAPS WITH WEATHERSTRIPPING j APPLY CONT SEALANT REQUIRED BY MFR 3. CHECK WINDOW FOR EXPANDING FO AT THE FRONT&BAG I4 SAMF SHALL BE WILL LAP BETWEEN BOTTOM OF PROPER TYPE AND SIZE ROLLED DOWN WITH + >> OVER A MINIMUM OF DOOR AND THRESHOLD tom,■ WINDOW FOR LOCATION. � 1 1111 F r SEALANT ALL OF THE UNDERSIDE " " " 4 VINYL NAIL FEN AROUND ►�� OF SILL PAN&AT THE SMALL,HARD ROLLER TO 1 AT THE HEAD DOOR THRESHOLD S BACK OF THE SILL �' 1 1 i ° 4. AFTER THE WINDOW IS PUT ENSURE PROPER VSEALANTBACKER ROD&SEALANT SILL PAN FLASHING " " � INTQ THE ROUGH OPENING ADHESION. (� Lot, Gni SHIM AS REQ D 41131 PANFLANGE1 x 4 FIBER _ ' 2 ' IT SHALL BE ADJUSTED TO Ir �"� .. SET IN SEALANT APPLYCANT BEADism CEMENT TRIM UNO , , ___ -._L lib ,_ _♦ BRIAN R.FLEENER sr„ ENABLE THE MANUFACTURER'S 2. INSTALL OPENING q,l cat�C WRAP OPENING W! , am OF SEALANT BTWN N �. I •, raT '"' SAMF,LAP OVER ,.I BACK OF DOOR PURR SCREEN • I�1 °' . 5.47-3 MINIMUM AIRSPACE BETWEEN , HEAD FLASHING (,�, WRB,CONT BEHIND a i, • THE WINDOW AND THE JAMBS JUST AFTER THIS ........... ......._. � [ �� SILL AND SELL PAN _ STOP SHORT OFlr DECK LEDGER �'� y- I , TORAI�OR TEP .. C •I NAIL FIN ' AND HEAD: S AND BEFORE - - - - -__ _ NEXT STEP WHEN '� I` VINYL SLIDING r^,4.* r ; FLEXIBLE FLASHING r' i; t 5, INSTALL WINDOW UNIT PER , , NOTED IN DETAIL. �� GLASS DOOR JAMB �„► .� a OVER 118" SEE OF O � _; .� -•� CORRUGATED PLASTIC ��; . INSTRUCTIONS VINYL DOOR FLANGE - - _ - - -i, PLAN MANUFACTURER'SWRB _ _ _ _ _ _ __ _ _ _ _ _ _ Ir _-. +�•" BACK DAM AND DOWN � WITH MANUFACTURER'S RECOMMENDED ► ► FIBER CEMENT OR SET IN SEALANT 20- METAL FLASHING "'wlr EXT OVER WRB MATERIALS AND FASTENERS. CLEAN �� S BACKER ROD AND �� T OFFBUILDING �i� '�� BOARD&BATTEN, FJ1 NT i 2 WINDOW SEALANT B IL W/DRIP EDGE NOTCH 1 r ' SEE ELEVATIONS S FLASHING AROUND FELT UNDERLAYMENT SEALANT ,; • , a. SUBSTRATE,WRB AND WINDOW FIN. FOR TYPE SAME SEAL OVER JOISTS AS REQ'p-SET IN i "„ I. DO NOT INSTALL SAMF UNTIL DOOR FLANGE MASTIC,LAP UNDER SILL CENTERED OVER TOP OF WEATHER I t •"! WINDOW SEALANT HAS CURED. SEALANT PAN EXPOSED JOISTS,TYP 3"WIDE RESISTIVE BARRIER ; ‘-',--..\ NOTE:PROVIDE ' 11 01 1 X 4 FIBER I FIBER CEMENT I I WEATHER WRAP Exterior Details i LAP WEATHER RESISTIVE CEMENT TRIM,UNO PT LEDGER SEE STRUCT SEE 7/A8.01 FOR ; JAMB STUDS,SEE INTERIOR PLYWOOD SHEATHING STRUCTURAL n WEATHER RESISTIVE V HEADER,SEE LAP WEATHER SEE BARRIER ItFIBER CEMENT SIDING l STRUCTURAL _ 0 RESISTIVE BARRIER PLAN �•." WATER RESISTIVE BARRIER FIBER CEMENT PANEL ( RAINSCREEN FURRING WRAP INTO DOOR RO LAP OVER MTL FLASHING 4" /� OR BOARD&BATTEN, MIN,LAP WRB 6"MIN SEE ELEVATION I/ LAP FLEXIBLE FLASHING FRAMIN EE STRUCT •IIf OVER METAL FLASHING 11 SEE efr G S `- `'' RAIN SCREEN W/ Ill PLAN RAIN CR N F RRING I/ LAP WEATHER BARRIER ' I ♦ ♦ - / OVER FLEXIBLE AND - - ,i` INSECT SCREEN 1 i/; WITH INSECT SCREEN I MTL FLASHING • � I' • ��`� �' _ NO SEALANT I i z - AT BOTTOM % I EXTERIOR INTERIOR SEALANT ALL _ N, �� N � //' END DAM BEYOND, AROUND IIIPP 1 T- / INTERLOCK W/JAMB 1 WINDOW ,.1 • PRE-FINISHED , ill ch MTL FLASHING W/DRIP :� Otak Architects, Inc METAL FLASHING `v III *' I f FLASHING (� SEE = PLAN SHIM AS SET IN SEALANT - ! I 1 f EDGE SET IN SEALANT I I ' 808 SW 3rd Ave, Suite 300 —' % ♦ ♦ INSECT SCREEN W/1/4 AIRI ♦ REQUIRED J • 1 ."-'"" FIBER CENMENT SPACE MIN AT BOT OF RAIN - I BY MFR, FILL Portland, OR 97204 p 14 TRIM 5/4"X4" / SCREEN, DO SEALANT •''"� GAPS WITH Phone 503.2$7.6$25 - - - PROVIDE MIN 2 I/� �, p / EXPANDING L�� . I z WEEPS AT / I 171/12 I f _,.,-di �,. �—, Fax 503.415.2304 ut / SOLID BLOCKING AT - FOAM �� r _ -4 IX. g ROWLOCK SILL I% FLASHING PROFILE JOINTS (/ SEALANT • _ AT JOINT A I / ("- 7b►�Ih4 ` G VINYL"NAIL FIBER CEMENT SIDING —f 1-7/ FIBER CENMENT I _ ♦ , RAIN SCREEN FURRING cc O 1.1111111111 I _ 01 FIN' WINDOW RAP OPENING W/WRB 11/2" u_ BRICK SILL I TRIM 1 X 8 I/ HOLLOW METAL '�� BACKER ROD&SEALANT RAINSCREEN METAL J-TRIM, INTERLOCK W/ z WEATHER 11 / DOOR AND FRAME I/ RAINSCREE FURRING RAINSCREEN FURRING ' A END DAMS OF HEAD O RESISTIVE BARRIER % 1 / WRB, SEAL OVER rTerrace FLASHING AND WEATHER LAP EXTERIOR RIVeI East END DAMS OF SILL PAN j I r SEALANT0 I/ END DAM WINDOW FLANGE Fl: R CEMENT TRIM FLASHING I 1/ FLASHING PROFILE BACKER ROD&SEALANT LLI i'// / NOTE:SEE 13/A8.01 FOR NOTE:PROVIDE Ill 1/� �- '' 1/ ADD'L WINDOW FLASHING HOLLOW METAL co 1"AIR SPACE,TYP. I DOOR AND FRAME WEATHER WRAPyr // 1'� INFORMATION. AS PER 13/A8.01 � I� /` NOTE PROVIDE SW RoyRogers Rd. Y 4"x4"x12"BRICK VENEER , WEATHER WRAP g 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"=y-0" SEE 4"X4"X12"BRICK VENEER INTERIOR PLAN eit LAP FLEXIBLE FLASHING E-, i' I/" _, OVER METAL FLASHING LAP WEATHER FIBER CEMENT SIDING,SEE % i/ lleS BARRIER OVER ELEVATIONS FOR TYPE --�� :f i WRB,LAP VENT FLASHING f 4----,„.,-.------`� FIBER CEMENT SIDING \ . , FLEXIBLE AND MTL FLASHING W/ f • i TYPE X GYPSUM BOARD SHEATING AT 1-HR RAINSCREEN FURRING /` MTL FLASHING DRIP EDGE,SET IN a /! , / RATED FLOOR/CEILING/ROOF,OMIT GYP.AT INSECT SCREEN W/1/4"AIR HEADER,SEE SEALANT I THROUGH WALL AC i I\ NON-RATED LOCATIONS SPACE MIN AT BOT OF RAIN STRUCTURAL WRB,LAP SAMF&MTL - f SCREEN, DO NOT CAULKlx MDF TRIM, FLASHING 6"MIN, PORT W/BACKDRAFT '' DAMPER f I dt 6 MI! _ hAlli PAINT SEAL @BASE PER e I SELF-ADHERED I ` �, I WRB MFR Ir y West Hills MEMBRANE __ _ _ EXTERIOR INTERIOR i ' jl ; f 2 FLASHING COLLAR ! I _ - - -r - ' -1� ; • % ' SEE • SAMF,LAP MTL FLASHING a it I //// II \ 1"x 4"FIBER PLAN 1 X 8 FIBER CEMENT ° /I 6 Development PREFINISHED I \ I`, 11 1/2"MIN : _ : _ : _:';j CEMENT TRIM, UNO ♦ TRIM, UNO i 735 SW 158th Ave., SHEET METAL • • "R` �' � Beaverton OR 97006 VENT COVER \ - r: FILL GAP BETWEEN _ RAIN SCREEN&INSECT may.-.....G..-..-.. II • I FRAME AND SAME ° ° • �r SCREEN J ••:::::♦•••:•• ; I W/EXPANDING FOAM _ / • q/ ` 4111 SEALANT ALL AROUND - F36ER CEMENT I 4 4"`-.-- MTL FLASHING W/ / BACKER ROD&SEALANT I� i' SOFFIT PANEL I �` DRIP EDGE,SET IN / J-TRIM W/HEMMED ow i j SEALANT it r �� WRAP SAMF INTO / /� �ir- EDGE AT CORNER Ir I F-CHANNEL I j RO '' / END DAM / RAIN SCREEN I METAL TRIM 0, I RIPPED 2 X WOOD DOOR FRAME / FURRING,TYP I SEE I HEADER,SEE STRUCT LAP WEATHER RESISTANT I I PLAN RAINSCREEN ill I I SEALANT A 7FLASHING PROFILE / BARRIER OVER 12" EXTERIOR i FURRING GARAGE DOOR PER MFR / FLEXIBLE FLASHING I I` WOOD DOOR FRAME NOTE:PROVIDE / / / CENTERED ON CORNER I ' /1./f FIBER CEMENT WEATHER WRAP / FIBER CEMENT SIDING SIDING AS PER 13/A8.01 VVV / v i 15 BRICK AT FIBER CEMENT (INSIDE CORNER) 11 FIBER CEMENT SOFFIT INSIDE CORNER 7 ENTRANCE DOOR HEAD AT FIBER CEMENT 3 GARAGE DOOR OVERHEAD AT FIBER CEMENT / A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 3"=1'-0" - / / FILL GAP BETWEEN FRAME -_ OVERHEAD GARAGE DOOR / j I / PER MFR INTERIOR REMOVABLE / 7 r��/ N FOAM SEALANT INTERIOR 1 XTRIM, PAINT FILL GAP BETWEEN FRAME ACCESS DOOR / SEE PLAN / / / / WRAP SAMF INTO RO, SEE AND SAMF W/EXPANDING SEE / - / ■ PLAN FOAM SEALANT ' PLAN RIGID INSULATION / 1 SEE PLAN / LAP NRB OVER SAMF , WRAP SAMF INTO RO, (TO BE REMOVED i "3,i / LAP WRB OVER SAMFII . DURING USE) ---� \. ---, �OOOOOOOO��i•i�+moi (( — i * ♦ -'f //� '� BACKER ROD&SEALANT 's i ' ) AorS J r�i 1"AIR SPACE,TYP. 7 1 1021260s' f / ( WOOD DOOR 'lilllirjj i ��`~--.,,- /- PLYWOOD SHEATHING / FRAME `~'1 % , . - , • 6"WIDE FLEXIBLE / , BRIAtd R.FLEENI:ft�EXPANDING FOAM I , -Ai \ 1 I p s �ISEALANT / I OF 0 co C. WOOD SHEATHING L� ON CORNER OR OINT / - k / ) PO j#� (d$,OR i " i f WEATHER RESISTIVE )ir - � BLOCKING AS REQUIRED r i 6 WIDE FLEXIBLE �/ BARRIER FLASHING,CENTER / I 2 I i � ON CORNER OR JOINT I� RAINSCREEN FURR NG S ALANT ALL AROUND 1 /7/7/7 I i/ ° `. / ,,. // ^ RAINS REEN FURRING / 1\ : FINISH FLOOR i, FIBER CEMENT PANEL • l �� / / —� -♦ WEATHER RESISTIVE -11/ OR BOARD&BATTEN, 111 SEALANT ALLa. f J 1 BARRIER L _ _ SEE ELEVATION \ // AROUND DOOR c-. ALUMINUM `� o SIDING CORNER - ,.././..://_,f / /7 /!/ ./// // /// EXTERIOR �� . e . - Exterior Details _ r 1 EXTERIOR N A BACKER ROD&SEALANT 4"x4"x12"BRICK VENEER CORNER 4NOTE: PROVIDE NOTE: PROVIDE RIPPED 2 X WOOD DOOR FRAME WEATHER- PER 13/A8 0 P 4"x4"x12"BRICK VENEER CORNER S PER 13/A8.01 P m S _ m 0 15 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 a. A8.02 SCALE: 3"=1'-0" A8.02 SCALE: 3"= 1'-0" A$.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 WEATHER RESISTIVE BARRIER, AND SAMF W/EXPANDING FIBER CEMENT 4"X4"X12"BRICK VENEER `� INTERIOR SIDING,SEE i WRAP CORNER MINIMUM 24" co ELEVATION FOR TYPE I EXTERIOR O g INTERIOR FOAM SEALANT NI SEE —� ' 1 BRICK TIES AT - SEE Iv-co WRAP SAMF INTO RO, LAP WRB OVER MTL I SPACING,SEE DOOR FRAME BEYOND LAP WRB OVER SAMF PLAN FLASHING,4"MIN ) : CONTINUE WRB STRUCTURAL ; PLAN END DAM OF SILL PAN,ANCHOR RAIN SCREEN f 6"MIN PAST AND SEAL TO JAMB RO 2 04.27.17 Plan Check Responses TOP OF FLOOR ; SYSTEM W/INSECT 1 i - / # Date Description I / DOOR PER DOOR SCHEDULE =' <; rte✓/ SCREEN 11 , SHEATHING / iAlti DOOR THRESHOLD SET r--- \ Revisions IN FULL BED OF SEALANT ''',`•-•%-:„--- to' 2X OPEN SPACED `v I I41011010"- - - co a DECKING,SEE Ir ` 11 I ' , �� -/ ` CONCRETE SIDEWALK N - I• February 15,2017 � 1111‘ w ? STRUCT \17_______A- 1I O / / OR ASPHALT PAVING IDate �, I / / TO SLAB �. .wl 1 a : < • \\., ra -e I F'�� k tA BB, KB, SM N '4°' /1/4 / 1 �r 1 i i "' n. .,-' ` / ° 4 a Designed By mI11 < c J�� 4 4 F - • '' ��s��y^ Author r / ///////////////////////// `m FELT ��I - 4 1 4 ,� Drawn By - `�° UNDERLAYMENT -\ IXXX /'�I % © l.. OVER TOP OF / I '1I 4 i ° 4 a_ FIBER CEMENT SIDING -! BB,KJ c m I ��I` SEALANT EXPOSED JOISTS ,I 1 3"WIDE,TYP 1 414 II 3/4 x 2.5 TRIM Checked y D JOINT 4 RAINSCREEN FURRING : , SEALANT EXPANSION JOINT I 4 17857 o 20 GAMETAL I �'I MATERIAL a 1"X 6"FIBER 0 y`). FLASHING W/ I i , SEE PLAN • li I RAINSCREEN FURRING a EXTERIORPro ect Number w ai DRIP EDGE \ I / : - CEMENT TRIM,UNO - , Al.1 CONCRETE FOUNDATION, - c C° PT LEDGER, SEE I ' 1 - > I ' SEE STRUCTURAL 4 BACKER ROD&SEALANT - c dI STRUCT I ' - NOTE:PROVIDE FIBER CEMENT LAP SIDING METAL SILL PAN FLASHING,SET IN RIPPED 2 X WOOD DOOR WEATHER WRAP A8 . 02 OR BOARD&BATTEN, SEALANT DOWN FACE SLAB/FOUNDATION FRAME A5 PER 13/A8.01 SEE ELEVATION Sheet Number iv 17 FIBER CEMENT AT DECK 13 TIES AT BRICK 9 FIBER CEMENT INSIDE CORNER 5 ENTRANCE DOOR SILL AT SIDEWALK 1 OVERHEAD DOOR JAMB AT FIBER CEMENT Copyright 2016© u" SCALE: 3" 1'-0" SCALE: 1 1/2"- 1'-0" SCALE: 3" 1'-0" SCALE: 3" 1'-0" SCALE: 3"=1'-0" If this drawing is less than 24"x 36",it has �- A8.02 = A$.02 - A8.02 = A8.02 = A8.02 been reduced.Scale accordingly. Ir 112"X 2"METAL RESISTIVE BARRIER LAP WEATHER _ WEATHER RESISTANT ;L; LM, 2L ----- 7--.7-.-,,..:--k: 111 LESSTHAN4 TYP METAL FLASHING FOR PENTRATlON 1110 LAP WEATHER 1 CLEAR FROM WRAP DOWN DECK �j �� FILL GAP - BARRIER OVER '4'N.411 RAILING AT TO EDGE ��___ ��t - THROUGH WALL 14. STAIRS ONLY '�� II 4 GUARDRAIL _ ,__.�.- `rilaillIMIllim BETWEEN PIPE 1 `~�. AND WALL W/ __ METAL FLASHING �� ,; EXPANDING FOAM -_-_-7--,-r -- METAL FLEXIBLE RAILING POST W/• SEALANT FLASHING OVER r- i ,/, ;,; BASE PLATE -- METAL FLASHING /� , � • 11CIA � � �S ��' A I� iii8Ul• zo CR / r �• •��r I IL Portland, OR 97204 ..�.... RAIL,TYP U.1 f Phone 503.287.6825 DRIP EDGE AND - 1 © Fax 503A152304 .� E ERIOR INTERIOR END DAMS ON 1 1/2"X 2"METAL iii- -��y-.7---y--,--7 f f f �� ►II ' THROUGH WALL d1r"---.9..-.-.-.-..7-.- '�' RAILNOTE: LAPPING ALL METAL ��I '� .•s�.t.�. •.t.•aa.•.t.•..A:��((((- .� D, 4+ BACKE' ROD (, FLASHING W/ - -1 FLASHING AT LEAST 4"AND '' a I� FILL GAP HEMMED EDGE 101111111r WOOD DECK I IIIL-J INSTALLING SEALANT "`' � AND SEALANT _1, BETWEEN PIPE STEEL ANGLE- METAL FLASHING BEDDING JOINTS AT THE ! m - AND WALL W/ SEE STRUCTURALII JUNCTION(BETWEEN `1 River Terrace East SELF-ADHERED NM FIBER CEMENT FASCIA ADJOINING SECTIONS) i _ EXPANDING FOAM MEMBRANE COVERING RAIL TO DECK N SEALANT FLASHING COLLAR II CONNECTION PROVIDE CORRECTLY __- THROUGH WALL AC �� SIZED QUICKFLASH lifl1 FLASHING COLLAR PORTBACKDRAFT IIII PLAN DAMPER PREFlNISHED v SW Roy Rogers Rd. SHEET METAL BALCONY RAILING 7 DECK FLASHING AT WALL 3 PIPE & CABLE WALL PENETRATION Tigard, OR 97223 • VENT COVER v 12 r SCALE: 1/2"=1'-0" SCALE: 1 1/2"= 1'-0" SCALE: 3"=1'-0'" .8.03 .8.03 .8.03 ,_ �a� ASPHALT SHINGLE ROOFING N SADDLE FLASHING,PLACE X r- OVER FLEXIBLE FLASHING : :O mill PLN SEE ROOF MEMBRANE SEALANT II \ METAL RAKE FLASHING,LAP RIGID INSULATION 11011 �� ,,;; BARRIER OVER - III OVER ROOF UNDERLAYMENT (TO BE REMOVED ♦ - DURING USE) III S.��S�a...•.+.•:�:►'�.'•.4: ,/°�.. *44- om METAL SADDLE �I _ Z &TRIM FASCIA BOARD ' WAX �'T.((((-' •, METAL FLASHING W/DRIP I �1� BACKER ROD AND FLASHING - (' EDGE SET IN SEALANT III?;',// 1/ � , ' SEALANT : _ I1I /f/ // /,i / / / // /i` // // /i / / ,i/ // // � '; ,` - _ •}i; - WRAP PENETRATION ITEM v f 1 � FINISH MATERIAL �� - '.••; T OR 11 i 1 /�� / �, ;;; _ C _ - Wt H C RECTLY SIZEb _, r ��. i.,,- : _ _ FLASHIN COLLAR I _ ♦ �,/. ,.�'.,,,,�j�....��i.,�/, .,�/I,�III :; , 1 West Hills EXPANDING FOAM //111011 1 - SEALANT '� A REQUIRED SEALANT JOINT DIMENSIONSEALANT AT TOP& I I `, �' II � ' �; SIDE EDGES OF CAP , I HEMMED EDGE S ' ::„:, ROOF TRUSS,SEE STRUCTURAL Develo�}ment • I ' is `' =;` BEAMf BLOCKING AS REQUIRED 11 - 1;_;' "'`'.- ! FLASHING PROFILE .„. 735 SIN 'I 58th Ave., o a '`fEXHAUST OR , ` FIBER CEMENT BOARD ., INTAKE VENT CAP ` / 0110._ r" _ _ _ _ _ _ -% , _ "=' ':t;Y'' Beaverton, OR 97006 SEALANT ALL AROUND i 111 , N VI [` , ti _ _ _ -SEE MECHI _ _ FILL GAP BETWEEN I = _ RAINSCREEN j:,_ 4 DUCT AND II A SHEATHING Wi f SFALANT OVERNI , '`„.., -e M1' ';;;.,-�_ ,_ ,.� EXPANDING FOAM �1 2 X 8 WOOD FASCIA r----2-> r I BOND BREAKER NOTE: • 1., J:.,', -__`_'',,',_•- ;_'_: ;_ SEALANT i ✓� 1 X 3 FIBER CEMENT TRIM iMii 1 TAPE PRIMER ENDS OF PANELS- • • _ III__ TYPICAL v; I = _ FIBER CEMENT SIDING OVER n�� 5/4 X 8"FIBER CEMENT i - WOOD FASCIA �.N�I �_ FINISH FL OR - - FLEXIBLE 4,.:-.T- ' TRIM-PRIME AND PAINT i - V B ALTERNATE JOINT WHEN DEPTH IS NOT POSSIBLE FLASHING .' - ALL SIDES - / PER "A"ABOVE :ie./L._ 2 = -__E. \ ' -� - _ ,� \ FIBER CEMENT 15 PORTABLE AC VE ; 'T AT BRICK 11 TYPICAL SEALANT JOINT 9 SADDLE FLASHING (TYP) 6 VENTS AT SIDING = = - \`' A8.03 SCALE: 3"=1-0" 1 A8.03 SCALE: 12"=1-0" A8,03 SCALE: 1 1/2"=1'-0" A8,03 SCALE: 3"=1'-0" - - % \� AD --='-' ' \ ". 1 \`' LOUVER(PREPRIMED r\— ' 1111 ��- rte/ ifOr © - _ 4 AND PAINTED} _- RAINSCREEN FURRING - _- T *rr „ STUD _ WATER RESISTIVE ~'' fi = /, \•-, . BARRIER %b. - - \ 1/2" 1 NAIL 318"FROM EDGE �� E----=-_ _ / \' IIIb t(b OF PLANK �� - 11101110o.- _ \ �• 3720 >I M11111 NAIL LINE './ \ - BRIAN .f EENER JOINT FLASHING / \` • g /I /-7 O D PR Vi EFILLER _ f �: PO �I.�L ,OR CENTER AT111° © 7:7--- ,- ,- .E. / \� BATT INSULATION OF0 20 /\r / INSTALL PLANKS IN .111 � � \` MODERATE CONTACT _— III -I = 1 \ a 14 / R� AT BUTT JOINTS �� _ -tMETAL co Overhang Eave - \ N FLASHING o A8.03 SCALE: 1"= 1-0" / Exterior Details criWELDED EDGE / � �' / r—A/ r J-CHANNEL _ ( / \ META T-1M I ••RAINSCREEN 1 '� ;=• 1 5 TYPICAL BUTT JOINT 2 GABLE VENT BEAM,SEE STRUCT 1 j - - -- `rte °D j A8.03 SCALE: 12"=1-0" A8,03 SCALE: 3"= 1-0" s I ___ _. _ _ _ __ FRONT ELEVATION Ik° FIBER CEMENT SIDING, SEE ELEVATIONS FOR 1'-0" TYPE � '' '' BEAM LAP WEATHER BARRIER • \ MTL FLAOVER SHING BLE AND BRICK VENEER, 'Z MTL FLASHING J1191E11111 " - SEE ELEVATION W/DRIP EDGE SET - LAP FLEXIBLE / _ .� IN SEALANT PRESSURE SADDLE FLASHING,PLACE FLASHING OVER �1(I 2 WEATHER r OVER FLEXIBLE FLASHING METAL FLASHING h RESISTANT BARRIER II i 4X4WOOD, / p AT INSIDE CORNER ,.-,...- „,,,.c-, 2 04.27.17 Plan Check Responses SHINGLE OVER 12 OF WRB ,r 1 PrP. INSECT SCREEN WI p �� _ \ \ LAP WR8 OVER f SEE .. 1 rr WRAPPED UP FROMr-,, 14 AIR SPACE MIN AT FLEXIBLE PLAN # Date Description �� 11 I �-'`� LAP WEATHER UNDER CANTILEVER ..•-•_ :.'... •:,,`• �` �`; - BOT OF RAIN SCREEN .�!' `'�-F-- ' li _ FLASHING RESISTIVE `, - `� Revisions 1� V METAL FLASHING HEMMED EDGE •�• BARRIER OVER � FLA W/DRIP �� /,� 1 x 12 FIBER CEMENT II , SILL SEALER SEE � / �/ METAL - - �:"` "- �• ';',r.:,?-�.•_ Q EDGE SET IN SEALANT, _ February 15,2017 TRIM Ii � - -�' - _-_ _ - �I SECTION SADDLE ,�_ ,,,;, , ,,,., ` PROVIDE END DAMS FLASHING PROFILE WEEPS AT II Date U i I 12”OC �A II - �/ FIXTURE, RAIL i- U 40iiik 1'1 : FLASHING , - _. ,�/ "v '. %� 1 METAL FLASHING ��I� i Ill / Ii g �/ � ATTACHMENT ETC,SEE �j , _ . BB,KB, SM CV I; PROVIDE ARCH/ELEC/MECH WITH HEMMED �I ° / `� - - EDGE i I N a 4 Designed By WI E it FILLER �= «�; © _- �,y�� a t E /1 „_ MATERIAL FLEXIBLE �'. `� ; �// io _ a Author a, o WRB DOWN WALL TO LAP i r '-_ - - .); - :- I- -I _ j I AT CENTER a� - FLASHING 4"MIN i I FLASHING _ NOTE: Drawn By 1 _ i f.'.. ; I' r , - �' I I ito / I0I � t rI _ P � a ' � �� II . I r ,,- .• , . ; UNTEDIT DFINISHED -- -- - '�/ 5/4"X 8" @ MTL FLASHING W/DRIP / i i :-,, ''_:::' -•i •';' 1 ;;::= '•:, r, ... .: - FIBER I - - GRADE,SEE J PROVIDE SEALANT AT TO BB K EDGE I L J ;:l•:',;-'.2;1-' f,,_ ',: EOLECOTRICAL CONNECTION 4 -; • By I - CEMENT TRIM PRIME Checked = E PRIMED AND "' ' PAINT ALL WHERE APPLICABLE •- � �� CIVIL :1� AND ,--�''"- U y cif PAINTED AS REQ. : :-`` SIDES SOLID GROUT n RAINSCREEN VENT WI "" - ! 17857 ,- 1 i', -;;;-,-•:;7•:;,::``. ` - BELOW METAL INSECT SCREEN -` FLASHING - - J SEALANT ALL AROUND Ti:° a _ , Project Number C ,, Nal ' I i BETWEEN TRIM AND SEE }' SIDE ELEVATION SIDING •� PLAN CONCRETE m @ 1X3 FIBER CEMENT TRIM AT �. l SEAMS AND EDGES v ♦ I FOUNDATION, 112 FIBER CEMENT SIDING r SEE STRUCT A8 • 03 t FIBER CEMENT SOFFIT PANEL RAIN SCREEN T 0FURRING Sheet Number iii Copyright 2016© it 13 TRIM BAND AT OVERHANG 10 BRACKET @ GABLE 8 SADDLE FLASHING AT CORNER WALL (PYP) 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"= 1'-0" CEMENT SEE _ 0 FIBER IDIN INSULATION BAFFLE, 1" A PLAN RAINSCREEN FURRING �,-/� CLEAR, MIN '7a� 11" - i3 BLOCKING W/EAVE VENT, / REVEAL A SzO� s\--- .•'' SEE STRUCTURAL,SEE �- _ ��'' ROOF \� �7-..- „'"7/V ROOF PLAN FOR LOCATIONS1 1/2” SHEATHING AND SIZES OF EAVE �/ i^ b BOO VERTICAL�.. /Al _114111ralk '�'� \ \ ROOF �� VENTILATION FRAMING/FURRINr II li%»1�IN0.��1Tiit1M�'..rigititat ��1��11�ti��lrtj 'o UNDERLAYMENT TRUSS TAIL I // I WRB ►moi' _►�� V CRIMP, ~ ` � �� = Otak Architects, Inc 4 r=„.„ �� / INCREASE TO \ �. %/ METAL DRIP EDGE ,��i I It ��""�—=�'�—== app.---“- -� " �/� FLASHING - TimmulI _ 808 SW 3rd Ave, Suite 300 . N / WITHIROOF -' _� - Portland, OR 97204 111.111111111,11‘ �-iJ"� � '�. M � �7...• I FURRINGWTHSNSECT N �/" PITCHES OVER �8"MIN `I / - SCREEN AT BOTTOM Phone 503.287.6825 6:12 OR OPENING ROOF i I PT WOOD COLUMN PER Fax 503.415.2304 GREATER OR OVERLAP METAL GUTTER I DISSIMILAR WITH 3 X 4 I STRUCT ,,,IL 1101117.________ / PITCHES OFMETALi FIBER CEMENT SIDING ANY KIND DOWNSPOUTSAll Iy CLADDING,TYP1 LAYER OF MIN 30 SEE ;1 VERTICAL RAINSCREEN #FELT UNDER / ' FURRING River Terrace Ea THE FLANGE EXTENDS NIIIIY METAL VALLEY ppPLAN 1 ONTO ROOFING A FLASHING INSECT SCREEN 4 �All ' MINIMUM OF 4" WITH 1/4"AIR FLASHING IS SIMILAR SPACE MIN AT TOPlbstme I - FOR ANY SIMILAR VALLEY FLASHING OF RAIN SCREEN ' TYPE OF ROOF SECTIONS SHALL BE PENETRATION OVERLAPPED 8" SEE Jr PLAN r I i� - WRB MINIMUM ',I - --`"r W Roy Rogers Rd. j ; Tigard, OR 97223 18 WALL REVEAL 14 ROOF VENT PENETRATION FLASHING 10 VALLEY FLASHING 6 TYPICAL EAVE - j 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" ' • WALL PER PLAN ,I y METAL FLASHING - Ali MIL WATER RESISTANT BARRIE- �`' + i �j\--,., WITH DRIP 101 1 ,- FURRING STRIP TOla / GYPSUM FLOORINGIllai�`�� 1'-8 318" I I ALIGN W/FO PLYWD -� . N1' FIBER CEMENT LAP SIDING OR �i + 4 . i Jr f WO DVERTICAL SEE 10/A8.04 FOR TRIM7/ 110:11. BOARD AND � � \ FRAMING/FURRING BAND FLASHING, LAP BATTEN SEE ELEVATIONS + �' 0 I I --- COL FLASHING ` Af \ SEE STRUCTURAL FOR 1110 4111111P — ,, \ MTL FLASHING W/ 01 ` Z EXACT BEAM DIMENSIONS _emos I I /' DRIP EDGE,SET IN ' g 1X2 FIBER /'/,/ Q 1 I ,' �\ -o NIII1* ASPHALT SHINGLE ROOFING �� _a T 1: SEALANT (Al w�l�� CEMENT TRIM m Ili l \ I �� F BER CEMENT` West HitIs � -•• <2 \ ch I 1 ( ° I / I f SIDING2w,,,""r►- RAINSCREEN a "'__�t, _ DevelO ment � � � � ' PT2XVERTICAL �/., '� � �� L_ _ _ I 1 1 �ir�I� WOOD FRAMING) }+ ►\ 1 lir N %I I I I I I I / r - / + fl ' , FURRING 735 SW 158th Ave., ff + METAL �� , 4 t IFLASHING , ` traill66._ ° i i + IIdiitalml .VERTICAL ; Beaverton, OR 97006 1 .. _ 4 ° t1' INSCREEN ��% A I I Il ►�� I 1 PT 2 X 4 TO CREATE id' + / / �� I I I�� ;__,�,„ H1I / -/ LI I INSECT SCREEN TAPER I I /,� / �� ` `.� I I \ ` AT BOTTOM SEAL EDGES,TYP i �/ AlkBACKER 'OD AND • ` 'ILI / + \` WRB // FIBER CEMENT iI I �/�pir- �.�� SEALANT ' t -__ ' PANEL,WRB& �� I i THE FLANGE EXTENDS / 1' J-TRIM DG AIT(CORNER HEMMED STRUCTURAL UCTURALER,SEE N \`___-- --- I ONTO ROOFING A /''� RAINSCREEN FURRING © _ 1/4"PLY WD r�� P MINIMUM OF 4" A8.04 (BER CEMENT LAP OUTLINE OF COLUMN DECK-SEE SHEET-'PT COL SEE STRUCT ' SIDING OR BOARD ABOVE(DASHED) A4.13 to FLASHING IS SIMILAR (b`■�n .�. AND BATTEN,SEE r FOR ANY SIMILAR -"IMP ELEVATIONS BRICK VENEER Nippy N TYPE OF ROOF METAL GUTTER PENETRATION WITH 3X4 3 DECK COLUMN 17 COLUMN SECTION - TOP OF TAPERED COLUMN 13 ROOF PENETRATION 9 UPHILL ROOF EAVE AT WALL DOWNSPOUTS 51'-0" BRICK COLUMN PLAN A8.04 SCALE: 1"= 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" FIBE- CEMENT PANEL SID G �& N 2'-6 1/2" 1'-6" WEATHER RESISTIVEul� 1' 1 1 11" BARRIER11 ittmamik1/4"PLYWD 4 3 zWEATHER • 0 • 0 ' FIBER CEMENT SIDING,SEEt1111111111I '� _ WRB,LAP FLASHING 4"MIN ELEVATIONS FOR TYPE IVVRESISTANT BARRIER > t 41 - RIDGE SHINGLE PER o ® I / I MTL FLASHING W/DRIP /v7-- DOWN OVER METAL 1 iEDGE,SET IN SEALANT _ SEAL BOTTOM OF FLASHING MANUFACTURERS « �= .•a®® +o I WRB PER WRB MFR / REQUIREMENTS • t PT 3X4 i I III EDGE OF SOFFIT © �_ iti LROOFING PRE-ENGINEERED •• '_w •• ® I • PT 2X4 TO CREATE RAIN SCREEN W/ i I,,»�'� UNDERLAYMENT, ROOF TRUSS- — RAINSCREEN FURRING '1�,TAPER INSECT SCREEN I 'J N • o • ® AM IN ,I tI l '/ TURN UP ON WALL SEE STRUCTURAL • • ® M PREFIN METAL`1� SHEATHING 8"MIN � FLASHINGBR AN R.FEENER' ;1x5.5 FIBER CEMENT l 'i n A8.04I � \III /�t �� / ROOFINGPAINTED BASE TRIM �' SEE T® o ® i, �1 S/ II /MTL FLASHING W/ METAL STEP FLASHING ; zUNDERLAYMENT 1!/ ■SECTION fHEMMED EDGE SET IN lUNDER EACH SHINGLE 8 I / g ASPHALT 1 + • R�RT�A "$R4 6„ IisSHINGLE _ IIIS 1 SEALANT „,"4---_- _,....„.,... N OF 0 '" T-- ASPHALT SHINGLE �� % ROOFING f/� `', �� I -, I 11110•4414ROOFING _ I ,i�' /��// r ril 09 Atil i WALL SHEATHING, FIBER CEMENT SIDING MFR STONE WALL CAP �-- / + o- = SEE STRUCTURAL FLORENCE 1570-16 SDAF MAILBOX MODEL (NI W/DRIP EDGE,CUT TO Q /4/ CLADDING,TY* FIT,MITER CORNERS AT f/ /7/ /// /// /// / It �\ 0 45 DEG a d ROOF SHEATHING ` is Site & Exterior MAILBOXES MUST COMPLY WITH ACCESSIBILITY / RAINSCREEN FURRING r. REQUIREMENTS.CUSTOMER COMPARTMENT I / I PT WOOD COL,SEE ° ROOF SHEATHING SOLID BLOCKING, a ° REACH RANGE MUST BE WITHIN 48"AND 28" • cv STRUCT a SEE STRUCTURAL ' 4I _ A SEE 15/A8.04 FOR AFF. 1, 11,1 I i PT 2X WOOD Details CONC COLUMN BASE,SEE a TERMINATION OF STEP SEE 3/A8.05 FOR PLACEMENT ON SITE 1 1 FRAMING �� STRUCT r ��/, ° FLASHING AT GUTTER I f/ �� I JI1 WEATHER RESISTIVE 15 - 12 8 4 ill 1 ! BARRIER 16 COLUMN SECTION BASE OF TAPERED COLUMN FLASHING AT ROOF/SIDE WALLROOF RIDGE CLUSTER MAILBOX ELEVATION ! PT WOOD COLUMN "- „ " „ - " A8,04 SCALE: 3 - 1-0 A$•04 SCALE: 3 - 1-0 A8.04 SCALE: 1 1/2"- 1-0 A8.04 SCALE: 1/2"- 1-0 J�i, 1111 III' SAMF OVER FLASHING 1 COLLAR&METAL FLASHING 16 + METAL FLASHING SEE PLAN +1L\7 SEE A8.04 •/\ ASPHALT SHINGLE SEE SECTION ININ SCREEN FURRING W/ ECT SCREEN,NO SEALANT a 1' PLAN • I 1 FIBER CEMENT SIDING —1/-V-- ROOFING �� 11/ \ I Ayr._� a III r ROOFING X 1 SEAL BOTTOM OF i r WEATHER METAL FLASHING W!DRIP 11iiit I RESISTANT BARRIER METAL RAKE EDGE SET IN SEALANT I)? ' - z I � ''� �' P / \ WRB PER WRB MFR i DOWN OVER METAL I / v 2 04.27.17 Plan Check Res onses / FLASHING,LAP ��I I �►!�I�C ►� # Date Description RAIN SCREEN WI i l / FLASHING OVER ROOF WRAP PENETRATION ITEM WITH I t ��% .r II 1 � e • WEATHER INSECT SCREEN / i /r UNDERLAYMENT& —__ _ CORRECTLY SIZED QUICKFLASH -* 1 ., \ / .,�.,_.,�,a Revisions IT) RESISTANT r I /, TRIM FASCIA "` " ' "' /// 'f' FLASHING COLLAR I I d ! % %%'/, , . •- 11I CONCRETE COLUMN w0,00.40$ r I I • /� / ! J‘ j---- '� February15,2017 BOARD > II I� .. BASE SEE - 0 BARRIERMETAL FLASHING r 1 I/ I - .. SEALANT AT TOP& 1 i HEMMED EDGE )`: ' ''' - STRUCTURAL�? WITH HEMMED I I z 1 X 3 FIBER If SIDE EDGES OF CAP ' '14 , < a° / Date STEP EDGE i 1 CEMENT TRIM iv w FLASHING r I I r FIBER CEMENT 1 FLASHING PROFILE - _� BB, / + I �' SIDING OVER I EXHAUST OR BRICK VENEER KB,SM °�' 1110114 4 U � INTAKE VENT CAP o / b °` � Designed By Cu KICKOUT y f WOOD FASCIA `'1- 1 EN _ ‘• ; .•a %// I r I -SEE MECH �' "' �II�I Author H $ FLASHING i/ ` I I' ai - ' jr—`m ittilliNNIII411111111‘ ASPHALT SHINGLE 1 / ROOFING 2 X 8 WOOD FASCIA I' FILL GAP BETWEEN _ a Drawn By > ROOFING I ; UNDERLAYMENT, ROOF SHEATHING I DUCT AND FLEXIBLE ♦ I TURN UP ON WALL 1/2"RAIN SCREEN VENT i% SHEATHING W/ I �{ BB,KJ FLASHING SHEATHING 8"MIN W/INSECT SCREEN EXPANDING FOAM 1 iIL n . t a.,:.:::-1.:,::-_. �% 1', SEALANT I % Checked By Gi�•� SHEATHING-SEE FIBER CEMENT SIDING OVER �� 1 % ° a DRIP EDGE i ,,�/'' STRUCTURAL RAIN SCREEN OVER WRB 1 �. I a 17857 © /�- OVER GABLE END TRUSS,SEE - I A 2-PIECE DECAY t Project Number ELEVATION FOR TYPE Y /• a -`% RESISTANT 2X WOOD •• m> ' \ FIXTURE BLOCK-PRIME Jr 3 2 �' AND PAINT ALL SIDES I Jr1'-6" _ _ , >I SIDING, RAINSCREEN ROOFING SHEATHING ilik 8 . 04 ��ff i i Le AND GUTTER NOT Sheet Number hi SHOWN FOR CLARITY 11 FLASHING AT ROOF END WALL 7 TYPICAL RAKE 2 VENTS AT SIDING 1 TAPERED COLUMN Copyright 20160 Ii 15 KICK-OUT FLASHING If this drawing is less than 24'x 36",it has 0 A8.04 SCALE: 1 1/2"= 1'-0" A8.04 SCALE: 3"=V-0" A8.04 SCALE: 1 1/2"=V-0" A8.04 SCALE: 3"=V-0" A8.04 SCALE: 1"=V-0" been reduced.Scale accordingly. 0 , 0 o a GARAGE GARAGE 01 FLOOR01 FLOOR SLOPE 1B" PER 1'-0" F -" SLOPE 1/8"PER 1'-0" TTT777 10'-0" _ _ _ _ 1D'-D" Otak Architects Inc �a — - = _ a� a ._° : . — _ - - _"' .-- - . — —p� '. -I n ' .— I ST FLOOR DP SHEATING " d" ° : . - < . = ° . a 4.° Y FIRST FLOOR TOP SHEATING 66666666666✓♦6666 6666666666666666666666666666+/666666666666666666666666666666611166666666666666666666666 66666 9'- 10 112" EXTERIOR FOOTING, ` i — 9'-1U 112" 808 SW 3rd Ave, Suite 300 °..°. SEE STRUCTURAL �•.:' '•♦•♦•••'♦♦„♦,•♦"••♦•♦••,••♦♦'•♦♦'•♦♦♦♦,•,••♦•♦,♦,•♦'••♦••♦'♦ Portland, OR 97204 EXTERIOR FOOTING, — — • \ �` BASEMENT TOP OF PLATE_ _ ; — • — BASEMENT TOP OF PLATE Phone 503.287.6825 SEE STRUCTURAL •" 8 9 314 -• 8 -9 314 N TOP OF CONCRETE - } . a I� . Fax 503.415.2304 io 1'-4" 1'-4" 1'-4" 1'-4" ► 1'-4" 1'-4" 1'-4" 1'-4" ' , — STEMWALL y y r) TOP OF CONCRETE , `� a STEMWALL . _ r d -n '� • — — — ---- — ` 1 - -\__ \ ' 1' \ _ ' \ LINE OF GRADE BEYOND River Terrace East OPEN ' •- - \ \ 1.5 '6.1 . OPEN OPEN , 6 OFFSET FROM SOIL. iN LINE OF GRADE BEYOND - N N at - _ ° \ UNTREATED WOOD TO sip ` • ` ° ° BE PLACED AT LEAST \ `. 1 ` \ \ rmw- 6"AWAY FROM SOIL LINE �► N- \ \ \ 0. • a' T fi"OFFSET FROM SOIL 26 SW Roy Rogers Rd. •° d"a .- a 1-"d •2 a C A. \\ - - - - ? .d -e a - a -- -` \ ,d ..• ° _ .. :- a ° \ .► 4', �, - • :- o_� = \ UNTREATED WOOD TO Tigard, OR 97223 • BE PLACED AT LEAST g - a - - • 4',d : .e- -' \ N 6"AWAY FROM SOIL ,1 \ iv OPEN -' _ " " •d-_ w : °. _ -d �4 \ •- N •► - - - ` STEPPED FOOTING, •° . ° ; d, ,4 `, d� a� ° - a 9 • SEE STRUCTURAL 1/S5.1 � ° _ • ./ ' 1114* , ° d ° - . ° _ °� \`\ '. ;• • _ .q : `\ p d. \r „ • '' ° '" / •\ CONCRETE PONY WALL - . `: CONCRETE PONY WALL •,•• 'q -•a '-.\'. •-_ . - �� ;�--; �\-y - � STEPPED FOOTING, . d .' .'- •�\ ; ,. . .. � � ��4:.e. `. - - AT STORAGE :4.. '::- • �<.. `_ . SEE STRUCTURAL 1155.1 - d4.,c3 • . - - .\ s,. . ° _ • . •..x,`65,., -- •_ , •, •- -�.. - 1'__6 . . a _ ° — / ` ' -0.. �'° — — •ad ". '.a a\ — BASEMENT TOP OF SLAB — — — ' .4..' 4 -'. ' ` ' - — BASEMENT TOP OF SLAB % - : •- '-4• b- 1. a _ .d= 9 / SEE PLAN / West Hills Development • / SEE PLAN / 735 SW 158th Ave., Beaverton, OR 97006 3 Crawlspace Shear Wall 'C' 1 Crawlspace Shear Wall 'A' A8.06 SCALE: 112"= 1-0" A8.06 SCALE: 1/2"= 1'-0" 0 ' s GARAGE -v-`.- :r ° 4 - . SLOPE 11 PER 1'-O ^ A v - n - -d _�- 4' •° _ 8" P 1 FLOOR 10'_0" �*, ` . °.— — IRST FLOOR TOP SHEATING 4:.7y r , ° - g'- 10 112" 7 �} EXTERIOR FOOTING, 44444/14444.444441`41,4414414414444144414/ 4414441`41114444444414 4111444x/414 414111/`4141441 BRIAN! .FL EN R SEE STRUCTURAL —r d \ BASEMENT TOP O$PLATE a 5P/t(17 O 18"MIN A•- `� 1'-4" 1'-4" i'-4" i'-4" / 2 • h • TOP OF CONC. �O +� VTLA 0, 0_1,4bR * a d \ STEMWALL L! SOUTH STAI1R6 — —' 1 112" LETTERING \ \\\ LINE OF GRADE BEYOND Ma. \ t I OPEN I OPEN NOin ROOF ACCESS 1" LETTERING, UNO N \ N iV . coII ifi 3 -�\ \ Crawispace Z - - 5" NUMBER, 1/32" RAISED TACTILE, BLACK °; ... - a W a .� 1s ► Shear Walls STEPPED FOOTING, • " 26 .aa, d ` I1. r •_a •• r ' •d °'tea +n iv ,; SEE STRUCTURAL 1155.1 a t • - : < ,•; + `. A8.12 TMP iiiT • f a3 .a •• - o \__ _..- . — -__ GRADE 2 BRAILLE . 1.5' A• _ a �.. ,. 1, �� T FLOOR I / . • - - • • `\ CONCRETE PONY I � 1" LETTERING, UNO d < _ — \ ,h-,. .,,...._, a-. -4�- . a,'4_ _ WALL Ji - EXITBUILDING 11 - • ,. I, FLOORS - 7 A SIGN SIMILAR TO THE EXAMPLE SHOWN ABOVE WITH • °• ° ad ° , = `� ` CORRECT STAIR DESIGNATION, STORY DESIGNATION, a • • :y. .- LA DIRECTION TO, EXIT DISCHARGE,AVAILABILITY OF ROOF • I _ 1 _. BASEMENTTOP OF SLAB 4 4--• .d - e.. l" 0 -O" ACCESS FROM THE INTERIOR EXIT STAIRWAY AND a`. - - • - .- TOTAL NUMBER OF FLOORS ALL FOR THE FIRE - • - •-• ' • - o, .y DEPARTMENT BUT ALSO INCLUDED IN BRAILLE PER ICC - • .• -\ ., • - °� 2 04.27.17 Plan Check Responses A117.1,AND MEETS THE TEXT REQUIREMENTS PER 1022.9.1, SHALL BE LOCATED AT EACH LANDING OF # Date Description INTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO BE I Revisions r) 5'-0"AFF IN A POSITION THAT IS VISIBLE WHEN DOORS to ARE OPEN AND CLOSED. CHARACTERS AND THEIR February 15, 2017 Q BACKGROUND SHALL HAVE A NON-GLARE FINISH AS / SEE PLAN / Date U WELL AS SHALL CONTRAST WITH THEIR BACKGROUND to WITH EITHER DARK CHARACTERS ON A LIGHT BB, KB, SM ai BACKGROUND OR LIGHT CHARACTERS ON A DARK a) _ Designed By BACKGROUND. SEE STAIR PLANS FOR PROPOSED LOCATIONS. Y 4 STAIR IDENTIFICATION SIGN 2 Crawlspace Shear Wall 'B' DrDawnBy J A8.06 SCALE: 3"= 1'-0" A8.06 SCALE: 112"= 1'-0" BB, KJ Tii� m Checked By U 0 o • 17857 0 Project Number c >-.T as y al N o A8 . 06 a Sheet Number Copyright 2016© u� this drawing is less than x 36",it as been reduced. Scale accordingly. I IX 2 x WOOD FRAMING MAY BE USED -„ ----+ -- IN LIEU OF METAL FRAMING- © - 4 1-HR RATED MAINTAIN HEAD CLEARANCE 10115!128" i I wfif CEILING - REFER TO PLAN AND COORDINATE W/MECI- ASSEMBLY —\ �` 1 1/8"PLYWOOD TYP NOTE WATER FLEXIBLE I `*1 4: IIs '' / SOFFIT F SOLID BLOCKING AT AT TREADS SOFFIT FRAMING,TYP CAULKING AND RELATED MATERIALS SPECIFIED IN UL CONNECTIONS - 1t4"X 3"LAG ORS SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE I EXPANSION BOLTS - • - ' , R ` 00 zo ,I+{{ 1/2"PLYWOOD TYP REQUIREED FIRE RATING. I ` �'� I (OR APPROVED '''X'=-- , *1;i• ` 8 U in SEE 111111 AT RISERS * C I EQUAL) w w SECTION IIIUL SYSTEM NO WL1001 AT METALLIC PIPE STRUCTURAL co I I la uz OR CONDUIT CONDITIONS 3/4"X 24 GA. 11 I ALL MEMBER = III ( ..,.,.: - ROUGH OPENING= PLUMBERS I I1 a UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR DOOR SIZE+3/4" TAPE{OR I w A I {I CONDUIT CONDITIONS co `• I \J ` :_ �I� PIPE RISER TO DOOR AND FRAME4"X4"BUTT HINGE D EQUAL) ED I I I Otak Architects, Inc IA - MECHANICAL ,„ '` � STRUCTURAL 808 SW 3rd Ave, Suite 300 ` `,; • • . ? ' DUCTS,SEEIII 1"X1"A 1/8"STEEL WALL I .� ' ' Portland OR 97024 ANGLE DOOR STOP Phone 503.287.6825 MECHANICAL -_ .. ,� I>,: s� ::�!"%: �t .>•••, . l , ;, :�: MEMBER METAL ANGLES,TYP ~ `� .. . , I I " " BLOCKING STRINGERS,SEE � FaX503.415.23045/8 GYP BD ON 7/8 METAL HAT AT SOFFIT STRUCTURAL ((71( 1--� r," CHANNELS AND 21/2"METAL STUDS FRAMING I I ci,' pr�AT 24"OC tiNl METAL TRACK TOP& -�--�,----= . , .• :-,,•,;.• _ ,. .. . ,. r - ,,; j ,,. ,. . ,. .J, '' � C]�Y fir T�rr�C� �Q�7t BOTTOMSSPNEDOM :: :e - _ .. ., r( S518TPE �--� • II "X"GYPSUM BOARD AT ,1 FIN FLR UNDERSIDE OF STAIR . " " to a/ NOTE ® _. _ SEE AND LANDINGS,TYP 2'X2 X 3/16"STEEL 4 FILL SPACE BETWEEN WALL • V/ ,),Ti //? /// 77/ /// l' PLAN SEE PLAN ANGLE FRAME DISTANCE FROM AND WATER HEATER WITH WALL 2X BLOCKING WITH East Side of SW RO CUSHIONED FACE Y • 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 Rogers Rd., Tigard, " 1/2"= , 1 . "- , 1 " "- , 1 " "-1, A8.11 SCALE: 1 1/2 - 1-0 A8.11 SCALE: 1 -0 A$.11 SCALE: 1 1/2 - -0 A8.11 SCALE: 1 1/2 - -0 A8.11 SCALE: 1 - -0" OR 97223 - V , 1.1111LC11111111 X IL 11 - ::, - , bilill'-""1111WCIO NOTE SEE PLAN r- — -I _ CAULKING AND RELATED MATERIALS SPECIFIED IN UL = , NAILER AS REQUIRED 1 1/2"DIA CONTINUOUS SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE ROOF/CEILING Z h 1/2"PLYWOOD • �' I —7—_-_------ � STAIN GRADE WOOD REQUIREED FIRE RATING. FRAMING SEE g < INSULATION BEDROOM CLOSET I HANDRAIL WITH METAL STRUCTURAL -.....,,s,,,,..., BAFFLE,TYP ��'-'�, : SEMI-RECESSED FIRE " UL SYSTEM NO WL1001 AT METALLIC PIPE `_4 i[ ► r. EXTINGUISHER y1 112 SUPPORT BRACKET AT NI DOUBLE 2 x UNLESS � CABINET NSTALL 'I CLR 6'-0"OC MAXIMUM OR CONDUIT CONbITIONS ,(� Z v • 7NOTED OTHERWISE ON " tr 1. r� Q z T 1 x 3 TRIM,PAINT I 14 PER r I �i UL SYSTEM NO WL2003AT NON-METALLIC PIPE OR F- STRUCTURALeSt Hills D I MANUFACTURERS ! a CONDUIT CONDITIONS I z Q I , DRAWINGS I 2 X 4 BLOCKING FOR PIPE RISER p �yp� INSTRUCTIONS 4.4.4,, o I N U I �= Development Q I �1 j HANDRAIL SUPPORT �, �:: BIFOLD DOOR TRACK BRACKET ,I !� z r .- - > Z I ( ' �1 ATTACHMENT,TYP I� "} """" („ — -;- -`- — — _ �.�•' 735 SW '158th Ave., I I ` ��i OPENING W/5 8" ii • ®I' z ._ _ — • 4'4� L.�i ,r .i.i ice. 1 �' 't- �' ', ;( ‘"" "'"E "111 �� Beaverton, OR 97006 I I � .� TYPE'X'GYPSUM ! I! I III0 )(N:-0- (2}2 X 4 BLKG I r 4} BOARD TO MAINTAIN I! I AT EACH END GYP BD @ JAMB BEYOND -/K I VERIFY I � , 1 HOUR ASSEMBLY I! WITH MFR i lab, i III " r 20"X 30"1-HOUR II INSULATION "c� ' RATED PRE- SEE SECTION BIFOLD DOOR i ACCESS HATCH ED BEDROOM CLOSET ACCESS HATCH ,V j ', SEE PLAN TOP OF FEC TO BE SEE PLAN III Et 7111111111 4'-6"ABOVE FINISHED FLOOR 19 SEMI-RECESSED FIRE EXTINGUISHER CABINET 15 INTERIOR STAIR HANDRAIL 11 PLUMBING PENETRATIONS AT 1-HR WALLS 7 RATED ATTIC ACCESS HATCH 3 INTERIOR BIFOLD DOOR HEAD A8.11 SCALE: 3"=1-0" A8.11 SCALE: 3"=1'-0" A8.11 SCALE: 1 1/2"=1'-0" A8.11 SCALE: 1"=1-0" A8.11 SCALE: 3"=1-0" 26 GA METAL DUCT-FIRE - 3/4"MIN WOOD CAULK PENETRATION AT SHEATHING UNDER TUB FIRE PROTECTED! 1-HR PROTECTED TENTED GYPSUM BOX, IV WR 5/8"TYPE'X'GYP BD (2)LAYERS 5/$"TYPE'X'GYP BD ON SEE MECHANICAL,TYP i~ 2 x BLOCKING AT JOIST BAY ENDS, TUB/SHOWER AROUND TUB AT RATED ON 2 X FLAT FURRING A7 FLOOR ENCLOSURE WALL ONLY,TYP II‘ AND ON SIDES OF FLOOR JOISTS SEE SECTION t SEE PLAN ` OUTLET BOX,TYP *_ d FILL VOID BETWEEN DRAIN 2-HR WALL, BEDROOM - i CLOSET PIPE PER UL SYSTEM NO. SEE PLAN v. ,,,�,_s,.r�:` . F-C-2204 ` APPROVED ' • i%/- Yom/ /// i l ,%r % ,;f 26. _./// -,,?2 2i/1 DOUBLE 2X UNLESS 37 0 ;, ` 3/4 PLYWOOD OR \ SEE SECTION NONCOMBUSTABLE z OTHERWISE NOTED ON - FL EIER 5/8"GYPSUM BOARD O = STRUCTURAL DRAWINGS BRIT PATCH PER UL ` ` y ..r , _ ;:: -S'r,. ; FIRE STOP AROUND F- _-.. _ - • r Z 7 s SYSTEM NO.F-C-2204 ALL MEMBRANE �' `, 2 OR ——— , PENETRATION,TYP Q S ' •., -;' BYPASS DOOR TRACK %Dv Di X )/\ X P TRAP AT ►� — � 1� ' ►/ J 1/4" .r. • ^ OF 0 DRAIN ., = Q �'` LOCATION : .. :�: t. s SEE PLAN _` s `.� 07 I I 1 'M ,- -1..... L. 1/\ ' ► SOLID STUD FOR NAILING ( I �" : _.:_ 1 x 3 PAINTED TRIM a 1 / illi! � �I/ilrPri tiP1MOVP,fft H/t♦ AT WALL INTERSECTION i -"~ -, -~ o ., r I 1 x 1 PAINTED TRIM _ SEE PLAN ---♦ TYPE'X GYP BD i EXTEND{2}LAYERS OF 5/8" 1/2"x 3"NAILER BYPASS DOORS Interior Detai Is ii TYPICAL FLOOR JOISTS, CONTINUOUS BEHIND TYPE X'GYP BD PAST BLOCKING AT FLOOR SEE STRUCT -.'r: STUD AT INTERSECTING BD CEILING,TYP ALL S DESS FRAMING AROUND FAN, GYP ED JAMB-TYP ./il cv PARTITION BAY FIRE CAULK AROUND FAN, /\�.. o --�-- TYP -- o0) ELETRICAUMEMBRANE • _ a 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 "=1-0" A8.11 SCALE: 1A8.11 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" eaOin : . _. ,, ,. . .. ,. ,,,. _ ,,• , .. ._, . . _, _ . . . ,. .,,,,.. , .. .. . _, .., 1-HR ENCLOSURE:(2)LAYERS 5/8"TYPE EXTEND ATTIC V—X X X , ''. FINISH SURFACE ! 'X'GYP BD W/FLAT 2 x 4 FRAMING AT INSULATION OVER TOP AND ALL SIDES ENCLOSURE • SEE PLAN TUB/SHOWER \I l CT —ENCLOSURE SEE OUTLET BOX,TYP a ii ii ii r II / ' JAMB SIMILAR-SEE co N� _ — V — — _ STRUCTURAL # Date Description o II SEE PLAN PLAN J — HEADER SIZE SEE 18/A8.11 FOR _ _ Revisions 'E 1111 a� INFORMATION AT WCL APPROVED •y t O THIS LOCATION NONCOMBUSTABLE _ 1,.. / JANUARY 12,2017 /r:: .:. : a. / z = ?? `. FACE OF FINISH AT 0ca , A RESTOP MEMBRA AROUND O ;:r PERPENDICULAR Date TYPE'X'GYPSUM BOARD JAMB CONDITION ' PENETRATION,TYP F- ; : / 1 x 3 DOOR BB,KB,SM CONTINUOUS AT _ / w INTERSECTION OF _• �� Designed By u TYPE X'GYP BD AT RATED WALL AND NON- B RATED WALLS TO BE RATED WALL4 CASING,PAINT Oil CONTINUOUS BEHIND f o ;�:—/ Author CD SEE PLAN a N N ( I Drawn By TUB/SHOWER � rr ✓ � ENCLOSURE ' Xi,,• ` I I ; . DOOR CASING,PAINT BB,KJ .. PROVIDE 3/4"PLYWD SEE PLAN • - . •• _ — — : ./ ' . Checked By 7 UNDERLAYMENT NON-RATED /:. ' INTERIOR DOOR, •/ UNDER TUB FOR 1-HR WALL. _ _ - ,_.. - LE.—. ; - SEE DOOR 17857 g RATED,DOUBLE LAYER 2x-CONTINUOUS a .�■n� __ � �_'_L ._ WOOD FLOOR/ BLOCKING @ ROOF SEE SECTION SCHEDULE tr _— - _ __= _- - = CEILING ASSEMBLY Project Number _ ..§ �__ _w ___,_,--_,-„--„-_, FRAMING MEMBER,TYP N FIRE CAULK AROUND EXTEND ENCLOSURE GYP a, RECESSED FIXTURE,TYP ED TO CEILING GYP BD, D ELETRICAUMEMBRANE A8 II I I TYP Sheet Number - 17 RATED WALL & FLOOR AT TUB ENCLOSURE 13 1-HR WALL INTERSECTION 9 PENETRATION AT 1-HR WALL 6 RATED RECESSED LIGHT FIXTURE 1 TYP INTERIOR DOOR HEAD (JAMB SIM) Copyright 20160 a SCALE: 1 1/2”=1'-0" A811 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" If this drawing Is less than 24"x 36",it has A8.11 been reduced.scale accordingly. a) '� 2 X 6 FRAMING �__� ,,,, PER STRUCT X 0• PRE-FINISHED :;� PREENGINEERED WOOD PLAM SIDE AND BACKSPLASH, NOTE: tJ5 �- �` 1 112"x 1 1!2*STEEL CORRIDOR PLANGYP BD SHEATHING(al JOIST-SEE STRUCTURAL G DOOR � TYP{UNO} 0 Q DETAIL IS INTENDED FOR = HORIZONTAL RAIL = `` ; , SPACE GARAGE D R Y} _ CODE REQUIREMENTS AND x FRE-FINISHED SEE r GARAGE DOOR :NIETALSUPPORT ; PLAM COUNTERTOP AND $,;DESIGN INl ENT,EXACT -""�- VERTICAL METAL RAJL SECTION PERFORATED r NGLE FASTENED TO FRONT EDGE-TYP DESIGN AND CALCULATIONS w MID-SPAN _ ` EILINGANGLE PER � � ? r ,? TO BE INCLUDED IN -' ( STAIR INSTALLATIONANGLE _FASTENED TO s\ ►� MANUFACTURER'S k "PRE-FINISHED ` I 'DEFFERED SUBMITTAL SHOP 314"SQUARE STEEL BAR :I PREENGINEERED REQUIREMENTS WITH A a ; t ; DRAWINGSVERTICAL PICKETS, . , SEE STRUCTURAL WOOD JOISTS OR i �► - -------\\ ANUFACTURE'S OPENINGS BETWEEN VIBRATION ISOLATION11111Fgaaffigil:>[(1 �'{ A. :. BLOCKING PER 2 SINSULATE P PIPES AS u- PICKETS TO BE LESS ' KIT OPTION NOTp ON INTERIOR 44 u. � MANUFACTURE Sd THAN 4",TYP t .- REQUIREMENTSELEVATIONS `""'T '''- -:-..: :.._- �.�-= ._._ - UTILITY PLENUM ---- , / / 2"X 2"X 1/8"X V-8"LONG PRE-FINISHED 0. " 2X WOOD FRAMING � r BRACKETS AT 3'-0"OC MAX(TO Otak Architects, Inc 1 1/2"x 1 1/2"STEEL • NEXT BRACKET OR WALL 808 SW 3rd Ave, Suite 300 �? CLEAT)SCREWED TO STUDS IN HORIZONTAL RAIL WALL AND UNDERSIDE OF Portland, OR 97024 CARPET& I-- " 1X4" ; ;'.. .,.. ...� EDGE ALIGNED WITH = oc COUNTER-(3)SCREWS PER Pone 503.287.6825 PAD 0 WOOD TRIM PAINT TO v, UNIT WALL CORNER GARAGE DOOR OPENER o �' LEG h Co MATCH LANDING EDGE f; _ SEE CEILING PLAN cio METAL SUPPORT ANGLE a U Fax FASTENED TO GARAGE o iv = Fax 503.415.2304 FASTEN RAILING TO FACE '` DOOR OPENER PER ° cn 1 AT LOCATIONS OF REMOVABLE OF BEAM PER MFR ; 1 =, ..1,16.' 1I t MANUFACTURER'S a a•.0 0 0 0� CABINETS SLOT CABINET BACK GARAGE DOOR BOX PRIOR TO INSTALLATION of River Terrace East RECOMMENDATIONS = .:= GYP BOARD SOFFIT REQUIREMENTS WITH OPENER BRACKETS FOR SUPPORT fir- STAIR LANDING BEAM AND ©UNIT ENTRY MANUFACTURE'S S BRACKETS IN ORDER THAT JOIST SEE STRUCTURAL VIBRATION ISOLATION KIT • CABINET MAY BE REMOVABLE ilk! CORRIDOR - OPTION IN THE FUTURE — 1/2"GYPSUM BOARD ON 2X °4 .1' — SEE GYP BOARD CEILING T N BLOCKING RUN GYP PAST : + PLAN ©CORRIDOR VERTICAL RAILING — 2X WOOD NAILER©2'-0"O.0 East side of SW Roy 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 Rogers Rd., Tigard, A8.12 SCALE: 1"=1'-0" A8.12 SCALE; 1 1/2"= 1'-0" A8.12 SCALE: 1 1/2"=I'-0" A8.12 SCALE: 1"=1'-0" A8.12 SCALE: 1"=1'-0" OR 97223 •- . PLYWOOD JOINT 1/8"STEEL PLATE �� - -.-.� WELDED ON GATE GARAGE DOOR MELAMINE SHELF / 1'-2' ' Ir ` = SEE OVERHEAD _ \ - W/FACTORY \ PLYWOOD SHEATHING UNIT PLAN 1 1/2"DIA STEEL HANDRAIL - TRACKS \ / EDGE AT FRONT 1'-0" , - �` SEE STRUCTURAL - _ y • PIPE,PRE-FINISHED '+ TO MATCH RAILS 1/8"STEED ANGLE GARAGE DOOR ( \ // EDGE �►�,, SEE STOP MOUNTED TO IN OPEN � 0. 2X4 STUD 16"O.0 SECTION WALL L L •�` ,` POSITION / ; . SPRING HINGES TO N 2X4 BLOCKING E METAL _ - BETWEEN STUDS TOP 3"MAX 3"MAX f I iv _ SOLID WOOD MEMBER, KEEP GATE(N N / AND BOTTOM OF __ _.__.__._-:.. _v.. ._. SEE STRUCTURAL CLOSED POSITION SUPPORT -• MOUNTED ON 1/8" ANGLES - ••..// - _ - - i i ,,./ �\ OPENING "" -"`� -' - . STEEL PLATE FASTENED TO I � w N. ��' FRAMED VENTILATION • MOUNTED TO WALL FLOOR JOISTS _ - // _ - _ , �'_._ West Hills OPENING TO BE • I OR BLOCKING _ - - - _ _ _ STAR CLOSED PER MFR / `� w Development - 00 VI LOCATED MID-SPAN OF � � REQUIRE- Q PLYWOOD SHEATHING ■ • I / U 1"DIA.WOOD ROD 1X WOOD STRIPPING AT ! MEIVTS I �,/ _ `,C _ I - -- = u. d 735 SW 158th Ave., EDGES - � �� ," �,. �• J JOISTS ABOVE �'q ua ROD SUPPORT BRACKET \, O IPIP IP - -'""ter s CEILING / _ �,� c, WHERE REQUIRED Beaverton, OR 57006 i/ _ l DASHED-SEE _ - . _ u, • illalli, STRUCTURAL 8Y Q lx MDF CLEAT,PAINT i!. '' iA / A8>12 „,,„ : SEE a. ~ `�_1 2 - ! DO-OR _ _ _ - _ u PROVIDE INTERMEDIATE SHELF u. UNITj___ _2____• • _ w / Q SUPPORTS WHERE REQUIRED ''' I 1 PLAN a.w OPENER = 0O '' 1 GYP BDil ,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"=1'-0" A8.12 SCALE: 1/2"=l'-0" A8.12 SCALE: 3/8"=l'-0" A8.12 SCALE: 3"=l'-0" TYPE A LAUNDRY EQUIPMENT SEE VARIES 0 TO CONTROLS SECTION i • -' SEE PLAN '� • •.4 .<. ;a _ _ as ` > INSTALL SJi' '.�f) ' `,,J ' i .Iiia ,',} ' '1/2} ' ;s2 ' 3 `} ' `.r} ' . z b 3/4"MELAMINE SHELVING GI/ ‘ PEDESTAL AS S w WITH FACTORY EDGE AT NECESSARY TO g �_ FRONT EDGE ACHIEVE 15 as O m = MINIMUM TO BO 'a • ' OPENING w ' _. u- !:n 3720 0 w Cl) • 1 x 2 MDF CLEATS AT WALL • ♦ 101PIPIP - _ c� a C BRIA fL I~IBR p FRONT-LOADING WASHER/DRYER 'Ittt•IPIT ill W/45 DEGREE ANGLE CUT AT • / �y • '�"�' r o FRONT EDGE,TYP 7 TYPE A/TYPE B WATER CLOSET TYPE B WATER CLOSET(ALTERNATIVESi: .1,,',, ,-:.r ,:,:_ .. • .-._.':.-- '' . ,:;, '- •'- ,'. F,": ' . , ` P© LA I?,OR NOTE:GRAB BARS SHOWN FOR NOTE:PERMITTED WHERE LAV NOTE:GRAB BARS SHOWN FOR / I ro OP O REFERENCE ONLY,ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY,ONLY BLOCKING REQ'D REQ'D 40"CLR o �1 ' , TO ACCOMMODATE ; to r h o. 36"MIN54" FIXTURE MOUNTING i ' / 24"MIN } • MIN r o / / �` f- 18"CLR � 18"CLR , X 12" 42"MIN 12" 24"MIN ,4r: FIN CLG • i 12" / MIN / /- / MAX / /- CL Ch., 153/4" 12" - ,. / / 24"MIN 153/4" 153/4" ! € / / MIN / � . .�-.!. ..:, .:.- �. -: -.-- � 8'-2"tom tO Interior Details *- MIN yy F:::;:_ F..-.-. : . -• BATHROOM EXHAUST FAN EXHAUST DUCT ri- r ( r I t' 1• 1 i ' is s € I r 1 2x SOFFIT FRAMING \ • g di o k ! f I ;l _ i f I III FLUSH FLUSH I ¢ co 1 FLUSH = ' FLUSH 6 SOFFIT AT BATHROOM CEILING FAN 2 UNIT SHELVING a inco " tr] 's rchi r"i i'.3 LEVER ON " c"*, LEVER ON SCALE: 1 1l2"= 1'-0" SCALE: 3/4"= 1'-0" cr, LEVER ON crs LEVER ON WIDE SIDE i w WIDE SIDE I w i WIDE SIDE I WIDE SIDE I A8.12 A8.12 ;n a OF WC ca OF WC 0 6 ' 6 ` 1 OF WC ' I OF WC �' ! ` % 1 _ _ _ , ! f i \ ` i ' i i ` 1 STD WATER REAR GRAB BAR REAR GRAB BAR(ALT) SIDE GRAB BAR SIDE GRAB BAR SWING-UP GRAB BARS 1 REAR&SWING-UP GRAB BAR CLOSET(WC) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) , N " SEE PLAN PLAM COUNTERTOP, r 117!8 TYPE A ACCESSIBLE BATHTUB TYPE B BATHTUB Irli SIDESPLASH,AND - n-- BACKSPLASH,TYP t �. • • NOTE:GRAB NOTE:GRAB Q © _____, — .....;_,_,______________________________________________4_,, � ,_ i------, INSTALL s, 1- CAL .d BARS SHOWN 4"MAX---., ;�. BARS SHOWN 4"MAX---„, I' I OUTLET OR SWITCH a' FOR / FOR / # Date Description ` 24"MAX 24"MIN 12" !j L BOX HORIZONTALLY Revisions N REFERENCE REFERENCE -/ / �, / c? ONLY ONLY r- - ONLY, ONLY MAX r O i BLOCKING %' ''► i n t BLOCKING T.,'; I 1 24"MIN REQ'D • = SEE PLAN JANUARY 12,2017 � REQ'D z 1 i � i I 24"MIN }, 11PIIP - 11 . Date U co �/1 / oo I I ',....��.�, ., `' I I r I I h- i .I.- ...�'►�111PM �MPAINI ��i�..� 10,1,, _ i cy- BB,KB,SM E 1 w__— • 1 I — — — r...�.n... �� Designed By 41) .ors�a+.n.. NGYPSUM w cou 1a W:�:.w . m.: _ �� - --�_I L_rt( tO .._........._.' L,._-----_---=----.-..,.?.j ]L; fJ LC - - _1 11111 SEE WALL 1100-M. iso WALLBOARD,TYP i' XX t L2-7-F 77/://4r/i7A___.-----4144 LOCATION �,_ _' SECTIONS z,., m Drawn By Iii r . ,_-j • cn OF BATHTUB L;�_--- --_zyj "' 1-HR � 2 x 6 WOOD STUpS > :__ _ �J toCONTROLS O FLOOR @ 16 OC BB,KJ -j '-1 - -- -� • 1 _. ¢ — a'{ FLOOR GYPSUM BOARD 4 Checked By • t 24"MAX 24"MIN 12'1 0 Q c' 's X E. 'COr FOR RATING TO BUTT -�` IIISEE PLAN KITCHEN CABINET, E +0 / /F- w f"' " Ot TIGHTLY TO WALL TOP � REFER TO INTERIOR 17857 - § -O Q cc L J © °`' u�i PLATES I . ELEVATIONS FOR )L _ _ _ __-) NON-RATED ADDITIONAL Project Number U DOUBLE 2 X TOP PLATES �" W�'L INFORMATION i TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE B 1, .><. • - a BATHTUB (CONTROL WALL) (HEAD WALL) BATHTUB (CONTROL WALL) (HEAD WALL) A8 . I 2 - - • (BACK WALL) (BACK WALL) Sheet Number U 17 FIXTURE MOUNTING 5 1-HR FLOOR/NON RATED WALL INTERSECTION 1 UNIT KITCHEN BAR Copyright 2016© u"�—_ "_ " SCALE: 1 1/2"=1'-0" SCALE: 1"=1'-0" If this drawing Is less than 24"x 36,It has s� A8.12 SCALE: 112 - 1-0 A8.12 A8.12 been reduced Scale accordingly. r