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HomeMy WebLinkAboutBUP2022-00177 (1 of 9)_1 BU P2022 -00 177 ( 1 of 9 ) 60 I 50 I 40 I 30 I 20 I 10 I 0 I • ,-.%,••.,••••••••••:-• '''-: . '''''''''''. ..-..:.::-.: -:.. '..-wr .. �;13 'fi% thaw: .. - :� t w _ .. - .. . . .., BORA _ „.. . _ L -k' ^ ~�Ji� `..� .R,, ,_5 ..i.q'}[+;. k i '-R1 _ i4'••,,4*, 1. Ft rk:4 f .tR ay�'',' A Y - 1•t y* _ . .. . .. ti a �`- 5`• 1 7 > 7 Bora Architects, Inc, 720 SW Washington, Suite 800 �_ i Portia 503.226.1575 x: Portland, Oregon 97205 • • -k ,,.., ,.:;:,_,,::„:,•,;,,ix.,.,.:.„:„troi...;,,,..., r; , . ,:~ www,bora,co • ;,4sr w r . ..rilio: . ,-•: : .- .-• , .-- • • ., -''''''.-'''''-'11.''''-7:::::::--'-'-'----"-'-.'"..'--r.--' -'-'---,----'''''''''-'7-', ..-,::---';7:-,`:‘-:J.::''1'•,_'L.,_-,•-' � �..f} t �, h � �: . RECEIVED :- OCT 17 2022 ^.,„' "` j+ ._ k CITY OF TIGARD . _ .. . ...... .„ ..... . ,........, _. .,....:, .....,,,,,, ....„. ,. . ,,.., , . . `` ... 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"IDS _ at` y. 4 PUBLIC PLAZA ALONG SW CLINTON STREET &SW 69TH AVE 4 , . lel \II\kiti �11 \ `� CO C i ` 4 ‘,.\\ r„ _ . ... 1.'117 114111141141 41141*444%411.11 .. .. . ._ . --. : .#4, 1414•411111111111%10141111-740%% War -::.-; -"''''' .1:-Tr.,:.-,:. , - :. , ,t._ \ r;4111011111.11� �`ri` ` r-._____•::,„„ ...„... .. .,:,_. ,,,,,. . .„. „ , ,..„ F] , N w 11 m ri 61. rc: s1 �,`rl � � \jr \ ' Sat _I ih U Q I"_- 11111-_ ..„.....„,...,..•......:•,,,..._ •..•• .. . . . . . ..W- '...n,-„. .>. ,.. ..- ^., - ik -"e - V j 1l" .Y'a 1l rq aW + F. . . ...,,., .. ..,.,...„,,........................ �� LLli Li.„ W .. lit . - „„,•:.::. . s� _ K - $ ° ..:: ��kr +a -'._ .:.` �° ,„ r w — FE77 lip' LI- :„. ...,..,_,__ __:_______ I _.,._ ... ,____ .„... _. ._. . .,.., ._. : . : 111 ,_ :�II� +ri a �4 �� • ,-_-_•Yltt _ "�� az , ;..-.,:•: ..,- [I 111411L r _7:0100ti - - ■ � ii�l 1111111111. '$"war ...1111111...e ............ r......... .,_. . ..:__ T O Z O .. _. , , „..L . 4*. : -,,_.,,,:.'- _. 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REVIEW OFTIGARD 4� " aia �re�° rri' CODE COMPLIANCE r t r CITYFOR '� c I #�/r� Approved: - rri�tci OTC: v ] t - rim: Permit#: 3�ola-QOH77 !- ..yw� Address: } �`;- sir ' Suite#: =�. munzum By: Dace: g-g -� __ ,yv r:-...,n i i i it`i ''(/1'' • ^�^5 iS --M ?, � -uellaftwakit.r -r „�.«.;!amoin IrIB�rreirt� tillitart.ralitIMI lrMlgWliiWpWWGaG.�._ .:..,ru .'A� SW CLINTON STREET &SW 68TH AVE RESIDENTIAL COURYARD SPECIAL.':SPF• -'.'•w REOUIRED State of Oregor•z:il:,cct,_al tatty Code M Concrete ar•d rri':urVw.,,Fii:rai MARK DATE DESCRIPTION — J Bolts installed to Ccncrete CONCEPT STATEMENT DESIGN GOALS SUSTAINABILITY PRIORITIES DART ❑ Spkaelrwoment-Res sting Concrete Frame Issued: 12/15/2021 Foster community building by welcoming all equitably. People/Health MOUTH CROSSING ❑ Reinforcing Steel&Prestressing Steel Tendons Scale: 12"= 1-D we are complementary Structural Welding connected bywhat is shared •Distribute community spaces for both individual and group use Provide a healthy indoor environment. •Encourage self-management and collective organizing •Prioritize and pursue PVC-free and urea-formaldehyde-free materials supported by an inclusive landscape •Embrace strategies for inclusion beyond ADA and code-minimum •Provide fresh air for indoor air quality(IAQ),tempered for thermal comfort 0 High-Straight Bolting independent through our interdependence •Filtered ventilation reduces indoor air pollution R E A C IH COMMUNITY DEVELOPMENT Mitigate impact of daily stressors,past trauma and systemic health inequities. ❑ Structural ni25orxy •Leverage Trauma Informed Design Planet/Environment ❑ Reinformd Gy;iswn Concrete •Design to support cultrally-specific lifestyles Contribute to decarbonization and resiliency. •Create a healthy indoor environment(see Sustainability Goals) •Resilience to climatic extremes with an optimized envelope ❑ Insulating Concrets Fill Copyright 30095 •All-electric systems to reduce fossil fuel dependence ❑ Spray At:p;or','=i-r-FteEis`.±ve Materials 1 Provide meaningful connections to nature. •Rooftop photovoltaic(PV)system puts solar energy to work • zee physical silo activityh for ,regardless of age or ability level • dvanzed wood framing ng reduces cer be while supporting local industries PERMIT SET 0 Pinner y o Piers PERMIT SET •Maximize views to and through the site Minimized• concrete construction reduces embodied carbon •Direct entry to units activates outdoor spaces while increasing resident ownerhip ❑ Shoicr to Profit/Financial VALIDITY OF PERMIT 2 Design for cost-effieciency and reduced operating expenses. THE ISSUANCE OF A PERMIT ❑ Specie:Grading,Excavation and Filling t1 BASED ON CONSTRUCTION ❑ Smoke-Como) lyutums COVER SHEET & 3D •Optimized unit plans conserve resources and capital investment o DOCUMENTS AND OTHER REPRESENTATIONS is, •High-performance envelope and systems reduce utility bills for residents Other Inspections r__ •Heat recovery on central ventilation conserves energy DATA SHALL NOT PREVENT M B E R 15 2021 - y -- co •High-efficacy lighting and controls reduce electric use THE CODE OFFICIAL FROM 7 ai REQUIRING THE CORRECTION N OF ERRORS. 105.4 N ,, c, ...._ GOOI 60 50 40 30 20 10 0 60 I 50 I 40 I 30 I 20 I 10 I 0 I SHEET INDEX SHEET INDEX Rev. Number Sheet Name Rev. Number Sheet Name — GENERAL ARCHITECTURAL F- G001 COVER SHEET&3D REPRESENTATIONS A001 ARCHITECTURAL SYMBOLS,NOTES&ABBREVIATIONS - - - - - GENERAL NOTES FOR COMMON AREAS__: G002 SHEET INDEX+COMMUNITY INPUT A002 EXTERIOR WALL/ROOF/FLOOR ASSEMBLIES -Design for comfort regardless of age,ability,gender or race. G100 CODE SUMMARY&SITE PLAN A003 INTERIOR WALL ASSEMBLIES -Spaces should be flexible for evolution based on residents interest(barter shop,rideshares) . -Target resident-focused sustainability strategies such as filtered fresh air,energy efficiency and G101 CODE ANALYSIS PLAN-1ST FL A004 WALL ASSEMBLY DETAILS/CEILING ASSEMBLIES r.. ......d. , healthy materials. G102 CODE ANALYSIS PLAN-2ND FL A005 FIRE PROTECTION DETAILS BORA / ` Couple large units with small to support intergenerational living. Acknowled a and aim to ease ast traumas that residents have suffered.( If 9 P G103CODE ANALYSIS PLAN-3RD FLA100FIRST FLOOR EDGE OF SLAB PLAN i i ri. In light of COVID-19,design for cleanliness. G104 CODE ANALYSIS PLAN-4TH FL A101 FIRST FLOOR&MEZZ PLAN I tl� Landscape buffer for all units at first floor. 7 A102 SECOND FLOOR PLAN Wide stairs allow residents in conversation to walk and talk or for comfortable 111111 o o A103 THIRD FLOOR PLAN --' traffic in both directions. ❑ - ll ill Private entries engage the outdoors spaces and provide passive security while O i •. 0 SURVEY A104 FOURTH FLOOR PLAN I...1 �. �� giving residents autonomy. V101 SURVEY/MAPPING A105 ROOF PLAN 7 II _ Imo 7 Bora Architects,Inc. a GENERAL NOTES FOR RESIDENTIAL UNITS: 0 V102 SURVEY/MAPPING A151 FIRST FLOOR RCP • 0 _ ) Target higher percentage of accessible units than would be required b code. r North Resident Ent contains laundry and facilitates Tamil friendly, V103 SURVEY/MAPPING A152 SECOND FLOOR RCP 720 SW Washington,Suite 800 9 9 P 9 q Y ■ [I Entry rY Y Y 11. _ - y -Facilitate range of lifestyles by providing choice rather than one-size-fits-all. 11111 �� ' r active gathering(games,N,crafts,movement,indoor play) 3 A153 THIRD FLOOR RCP Portland,Oregon 97205 -Controllable thermostats with heating and cooling L A154 FOURTH FLOOR RCP , , ■ III L mom 503.226.1575 - Irk - D I KITCHEN !p.. xs■Ir r Resident Courtyard provides a social gathering space for all,playable for CIVIL A201 EXTERIOR ELEVATIONS S: -Provide some units with kitchens that can be enclosed to facilitate greater privacy. 11 „1,„ 1 /7 II 1�1 Locate near unit entry.- I II children yet calming. Strong indoor/outdoor connection to lounge. Includes C000 CIVIL NOTES A202 EXTERIOR ELEVATIONS www.bora.co Maximize storage(island,pantry,breakfast bar) ,,,,, i,i i i,,,, I space for outdoor cooking/barbecue. C1 DO GRADING&PAVING PLAN A203 ENLARGED EXTERIOR AXONS&ELEVATIONS Open plan helps manage kids. ° C200 UTILITY PLAN A301 BUILDING SECTIONS ■ r BATHROOM I I Covered breezeway provides place to be outside while in rain. Dry ramps C300 CIVIL DETAILS A302 BUILDING SECTIONS -Separate sink from toilet/bathing in 3 bedroom units where possible. ease site navigation. C301 CIVIL DETAILS A352 WALL SECTIONS -Maximize storage �• I I Roll-in showers in lieu of tubs in some units to facilitate aging in place and accessibility. CIVIL IM S FOR REFERENCE ON 5 A353 WALL SECTIONS 1 Central amenity space to also serve residents of future phases and general A401ENLARGED ELEVATOR PLANS&SECTIONS o BEDROOM S IIII III ublic fors ecial events.—` Provide interior relite where exterior windows are not possible. P P PUBLIC PRPUBLIC T PLAN - LYA402ENLARGED STAIR PLANS&SECTIONS - -Convenient inclusive restrooms -Separate at least one bedroom from living space in family units. C400 PUBLIC COVER A403 ENLARGED STAIR PLANS&SECTIONS■ -Community classroom(job training,movement classes,shared knowledge) >WORK/STUDY II II I C401 PUBLIC CONSTRUCTION NOTES A421 ENLARGED PLANS&ELEVATIONS 1 ■ ■ Provide desk area outside bedroom where possible. -Kitchen&Living Room(cooking classes,shared meals,celebrations) j LibraryC402 OVERALL PUBLIC PLANS A422 ENLARGED PLANS&ELEVATIONS I �r (convenient to circulation,not a destination) Q. r Provide task lighting and intemet connectivity. Central staff offices(oversight,programming,computer loans) o C403 TYPICAL SECTIONS A423 ENLARGED PLANS&ELEVATIONS BIKE STORAGEcc- ° -Flex offices for use by residents or social and health services ¢ C404 PUBLIC PLANS SW CLINTON STREET A424 ENLARGED PLANS&ELEVATIONS Preferred to be central rather than in unit. I . /, CD I) -Mail room with recycling and parcel lockers -Consider storage of kids bikes and strollers. 1 C405 PUBLIC PLANS SW 69TH AVENUE A425 ENLARGED PLANS&ELEVATIONS LAUNDRY g COURTYA , Food and supplies pantry o C406 PUBLIC PLANS SW 68TH AVENUE A426 ENLARGED PLANS&ELEVATIONS �� f Convenient connection to plaza and courtyard Laundry connections provided in all 3-bedroom units. I �) C407 ENLARGED DETAILS A431 ENLARGED UNIT PLANS 11 ¢ C408 ENLARGED LIDA FACILITY DETAILS _ A432 ENLARGED UNIT PLANS Muliple locations for accessible parking and entry helps a4'. navigate slope of site(parking lot,69th and Clinton) m ■ C410 PUBLIC DETAILS A435 ENLARGED KITCHEN PLANS&ELEVATIONS_ r J IIIPIM u R I W C411 PUBLIC DETAILS A436 ENLARGED KITCHEN PLANS&ELEVATIONS I11) �� _n N M Gr ) LL 12 A437 ENLARGED BATHROOM PLANS&ELEVATIONS AD I „.4-. A440 GENERAL ACCESSIBILITY DETAILS 6 6 �` r y CIVIL 1200C EROSION&SEDIMENT CONTROL PLANS-FOR REF ONLY A441 GENERAL ACCESSIBILITY DETAILS I i •• I ` �e I LU C500 ESC COVER SHEET A442 TYPE A UNITS ACCESSIBILITY DETAILS j�� i U i P`� ) ¢ C501 CLEARING AND DEMOLITION ESC CONTROL PLAN A443 TYPE B UNITS ACCESSIBILITY DETAILS �a[i(rr ���� I w C502 MASS GRADING AND UTILITY STABILIZATION ESC PLAN A511 EXTERIOR WALL DETAILS �'[a� Accessible units are centrally located to elevators and amenities,yetIFI''' = C503 VERTICAL CONSTRUCTION&FINAL STABLIZATION ESC A512 EXTERIOR WALL DETAILS-BASE OF WALL fa: HUE `�dispersed between east and west portion of building. 4 ID I) ¢ PLAN A514 EXTERIOR SOFFIT,CANOPIES+BALCONIES %/�i�i--33ce °wC504ESC COVER DETAILSA515EXTERIOR DETAILS-WALK-UP UNITS ����' , 5 A521DOOR&RECITE DETAILS ,OREGONProvidediversityoffloor amenitiesgiving opportunityforsmall gatheringandF IIII I ,__ �' 1 o A531 WINDOW&STOREFRONTDETAILS11individualreprieveoutsidedwellingunit. Amenitiestoincludeplayspace, I I) w4 LANDSCAPE A541 ROOF DETAILS35 n learn-work space,laundry and informal gathering. - T ".•� Q L100 MATERIALS PLAN A551 VERTICAL CIRCULATION DETAILS ,,r o I o a L30D SOIL VOLUME PLAN A581 WAIL AND FLOOR FINISHES Ili I) ' • °z L400 IRRIGATION PLAN A591 INTERIOR DETAILS ., _ �II 111 / - ---____ _ I L500 PLANTING PLAN A592 INTERIOR DETAILS 111111 III �I II I• i L600 SITE DETAILS A595 CASEWORK DETAILS Upper balcony overlooks plaza. Occurs at 2nd floor only,acknowleding that I M L601 SITE DETAILS not all amenity types(kids'play)want baclony access. A596 CASEWORK SCHEDULE i i L602 SITE DETAILS A601 DOOR&RECITE SCHEDULE - - r- .'- - �n -0I r - - - jl III L603 SITE DETAILS A611 WINDOW&STOREFRONT SCHEDULE - - - L604 SITE DETAILS A661 ROOM FINISH SCHEDULE _- L605 SITE DETAILS N fj�hl•1 ' _ I I d ■ _- = L606 SITE DETAILS •N I ` I ■ - I �~ -- - y L800 PLANTING DETAILS -�5PLUMBING L700 IRRIGATION DETAILS r �� - ,v I - P000 PLUMBING COVER SHEET II I I O j e ,, ■ I -_ I 13 P001 PLUMBING SCHEDULES — 4 P100 FIRST FLOOR UNDERGROUND PLAN ■ ACCESSIBLE r I r -, ' r P101 FIRST FLOOR&MEZZ PLAN 5 a�' I 12 BED UNIT { • -_. I I 110 STRUCTURAL • � � r- �r I S001 GENERAL STRUCTURAL NOTES AND SYMBOLS P102 SECOND FLOOR PLAN 5 ' ° I 1:G r ■ �f i, 0_ �♦ .■.■■I■■_ 'A I S002 SPECIAL INSPECTIONS AND TESTING P103 THIRD FLOOR PLAN • I I S003 SPECIAL INSPECTIONS AND TESTING(CONT) P104 FOURTH FLOOR PLAN • o.1.°11.111 o S004 LOADING PLANS I a 1�;;' ° ° " ( ) �� I - 1 S100 FOUNDATION&SLAB ON GRADE PLAN P105 ROOF PLAN I. j I P300 PLUMBING DETAILS •, II �� I• • O - O I 1 S101 FIRST FLOOR &MEZZANINE FRAMING PLANS P301 WASTE&VENT RISERS ■I I I d - O - O - o �_ - I 1 S102 SECOND FLOOR FRAMING PLAN P302 STORM ISOMETRIC ACCESSIBLE ACCESSIBLE f ( l r ____ .' 1 5103 THIRD FLOOR FRAMING PLAN 11 3 BED UNIT II n 1 BED UNIT r �— •— ~- r _ I 1 5104 FOURTH FLOOR FRAMING PLAN II I Of I I I - 1 5105 ROOF FRAMING PLAN MECHANICAL ■ I I ° r D_ ❑Oo ❑O� j " / 1 S110 SECOND,THIRD&FOURTH FL SHEATHING&NAILING M000 MECHANICAL COVER PAGE / I PATTERN PLAN _o _ _ ii----- M001 MECHANICAL SCHEDULES - 5111 ROOF SHEATHING&NAILING PATTERN PLAN — — — • ICAL DETAILS ��� COO a�11P, ��_ rt,.,., N o I I_ _ ■ 2 S202 SECOND FOLOOR SHEAR WALL PLAN M102 FIRST FM502 LOOR FLOOR & PLAN PLAN i M102 SECOND FLOOR PLAN 2 5203 THIRD FLOOR SHEAR WALL PLAN p M103 THIRD FLOOR PLAN • ` I11Wa I W'I'r ❑ 0 I I 2 S204 FOURTH FLOOR SHEAR WALL PLAN o M104 FOURTH FLOOR PLAN — '� 1 O 0 O i I I r I S210 PARTIAL STAIR PLANS&DETAILS ¢ M105 ROOF MECHANICAL PLAN • I PUBLIC PLAZA o EAST PLAZA I ( 5211 PARTIAL STAIR PLANS&DETAILS O 9 M501 MECHANICAL DETAILS 1 S401 CONCRETE DETAILS .. II I I 1 S402 CONCRETE DETAILS N - - S403 CONCRETE DETAILS 6 ELECTRICAL i��! RlCl1 `__- ------ -_- -- _r — � �I ;�1 i - J 1 1 S404 CONCRETE DETAILS a I E001 SYMBOLS,LEGENDS&ABBREVIATION - �- 1 S501 STEEL DETAILS- E002 LUMINAIRE SCHEDULE 1 S502 STEEL DETAILS cc E003 SCHEDULES S503 STEEL DETAILS a E010 SITE PLAN Improved sound control for units facing Interstate-5. S600 WOOD DETAILS ¢ E101 FIRST FLOOR&MEZZ PLAN-POWER 4 I -- Irr)- , I ,( I -- - -— — S601 WOOD DETAILS 4 Y 'Y � Y Z1ZZ\" - _ _ ¢� E102 SECOND FLOOR PLAN-POWER S602 WOOD DETAILS E103 THIRD FLOOR PLAN POWER East Resident Entry contains quiet gathering area for games,crafts, S603 _WOOD DETAILS e E104 FOURTH FLOOR PLAN-POWER eam/work. S604 WOOD DETAILS °w E105 ROOF PLAN-POWER S605 WOOD DETAILS _ k E151 FIRST FLOOR&MEZZ PLAN -LIGHTING CONSIDERATIONS FOR FUTURE PHASES: 31 E152 SECOND FLOOR PLAN-LIGHTING -Site amenities:fire pit,playable water feature,community gardens,pet areas,soccer,basketball or bocce m -Commercial amenities:barber shop,swimming pool East Entry Court facilitates small gatherings with herb garden or other y E153 THIRD FLOOR PLAN-LIGHTING -Common amenities:sewing room,fitness center edible landscape. Opportunities for gaming such as ping-pong. w E154 FOURTH FLOOR PLAN-LIGHTING More 3-and 4-bedroom units(some w/enclosed kitchen) ZE155 ROOF PLAN-LIGHTING ♦n -Transition/recovery units Public Plaza can expand into Clinton for markets or festivals. E431 ENLARGED UNIT PLANS v E432 ENLARGED UNIT PLANS Z COE433 ENLARGED UNIT PLANS N E501 PARTIAL PLANS AND SECTIONS /� E601 DETAILS (/ / r, E701 'ONE-LINE DIAGRAM �_I E801 PANEL SCHEDULES `(1) cc COMMNITY INPUT HAS BEEN GATHERED THROUGH(125)SURVEY RESPONSES,(4)SMALL y E802 PANEL SCHEUDULES (- 61 41 COMMUNITY INPUT PLAN-UPPER LEVELS(02-04) COMMUNITY INPUT PLAN-SITE+LEVEL 01 GROUP INTERVIEWS AND(5)DESIGN DISCUSSIONS WITH PROJECT ADVISORY COMMITTEE. 23 E803 RESIDENTIAL LOAD CALCULATIONS O z t� 1/16"=1'0" 1/16"= 1'-0" Grand total:176 2 Q Va ° 0 I-- ji w W w o LX 3 3 D c 0 E 6 = o 2 2 z �y U VICINITY MAP&PROPERTY IDENTIFICATION: PROJECT TEAM: li = Q co CLIENT: GEOTECHNICAL ENGINEER: _ Q CZ CO REACH COMMUNITY DEVELOPMENT COLUMBIA WEST ENGINEERING, INC 1q■ T� . = w� 1 4150 S MOODY AVE, 11917 NE 95TH STREET • PORTLAND OR 97239 VANCOUVER WA 98682 �� 503 • 231 0682 360 823 2900 r . Director of Housing:Alma Flores Project Engineer:Jason Merritt y aflores@reachcdc.org jason.merritt@columbiawestengineeringcom -s Project Development Manager Erik Pattison (Geotechnical Site Investigation Report, - epattison@reachcdc.org Dartmouth Property,Tigard,OR 3/31/21) ' .r 4 o\g - ARCHITECT: CIVIL ENGINEER: k .d �� BORA ARCHITECTURE&INTERIORS, INC. HUMBER DESIGN GROUP �ti�\ 720 SW WASHINGTON STREET,SUITE 800 110 SE MAIN STREET,SUITE 200 PORTLAND OR 97205 PORTLAND OR 97214 2 2 ® a "a 503 225 1575 503 946 6690 vet. �:, " Principal in Charge: Amy Donohue Principal:David Humber,PE donohue@bora.co dave.humber@hdgpdx.corn ,. t _ Project Engineer Kristian McCombs ` C ;. �► i"--,..,,_, A' Project Design Coordinator Brian Squillace kristian.mccombs@hdgpdx.com ' -' _ �: I..• „isquillace@bora.Co - - LANDSCAPE ARCHITECT: s aa • - Project Manager Leslie Cliffe • 4, ( cliffe@bora.co PLACE /4 ` L 1'' ■ 735 NW 18TH AVE Project Technical Coordinator Christian Cutul t .. PORTLAND OR 97209 - •i , ' d, e cutul@bora.co• 503 334 2080 a -/. 0 �� - -- - - - Principal:Mauricio Villarreal u Interior Design Coordinator: Kayce Joyce • !� V 104Ft' ,� 4114 III" - • mauricio.villarreal@place.la MARK DATE DESCRIPTION Ir Project Designer:Miguel Camacho-Serna Project Team: 14 ] •. Cart Villescas miguel.camacho.serna@place.la Issued: 12/15/2021 Kate Stuart /'a it — P.° tom,, � ��; _ � � STRUCTURAL ENGINEER: Construction Administration: Scale: 1/16"=1-0" Christian Cutul EQUILIBRIUM ENGINEERS, LLC cutul@bora.co 16325 BOONES FERRY ROAD,SUITE 202 VICINITY MAP LEGEND LAKE OSWEGO OR 97035 0 025 mi 503 636 8388 ■ PUBLIC TRANSPORTATION ■ SCHOOLS ■ COMMERCIAURETAIL N GENERAL CONTRACTOR: Principal:Ed Quesenberry 1-Tigard WESTransit Center 1-Oak Creek Elementary 1-Walmart Super Center- - - /\ esign Engineer llc.com Design JoMarie Farrell 12 Bus Line 2 Portland Community College Sylvania 2-Winco Foods COLAS CONSTRUCTION jomarie@equilibriumllc.com 78 Bus Line 3-Lowe's Home Improvement 19 SW 5TH AVE,UNIT 203 Copyright 30095 SERVICES 1 III PARKS/RECREATION 1-Tigard Police4-Costco PORTLAND OR 97239 Department MECHANICAL DESIGN/BUILD: 1-Lesser City Park 2 S-Fred Meyer 503 292 4025 Tigard Fire Station 51 PERMIT SET 2-Fanno Creek Park 3-United States Postal Service 6-Downtown Tigard CCB 5 HUNTER-DAVISSON, Inc Projectct Exec Executive:Marc-Daniel Domond 3-Tigard Bowl 4-Columbia Clinic Urgent Care MarcDaniel@colasconstruction.com 4-Regal Tigard 5-Haki Community Action Estimator:Kevin Raborg PLUMBING DESIGN/BUILD: 2 kevin@colasconstruction.com SHEET INDEX + a_ TAPANI PLUMBING co PROPERTY IDENTIFICATION: COMMUNITY INPUT 0 6835 SW CLINTON STREET,TIGARD,WASHINGTON COUNTY, OREGON 97223 ELECTRICAL/TELE/DATA iri R#286112 DESIGN/BUILD: N TAX ID#1S136DD02900(CONSOLIDATION OF PRIOR LOTS 1S136DD03100[11800 SW 69TH AVE], 1S136DD02900[11770 AFFORDABLE ELECTRIC N SW 69TH AVE],AND 1S136DD03001 [6835 SW CLINTON STREET]) w/PAE Consulting Engineers, G 0 0 2 C Inc 0 60 50 I 40 I 30 I 20 I 10 I a I 60 L 50 1 40 I 30 I 20 10 I 0 FIRE FLOW TEST REPORT CODE INFORMATION NEIGHBORING PROPERTY �� / WINDOW AREA THIS N ( q J O ( C ) ©� WALL:17%,ALLOWED - TUALATIN VALLEY WATER DISTRICT Teats: 1275 �� �/ PER TABLE 705.8(UP/S) LEGEND APPLICABLE CODES&STANDARDS FIRE HYDRANT FLOW TEST REPORT Hydrant ID a:1S1W36D17FH50 L fp EXITING PER STORY(§1006) S"ETBACK 1� t? tie 2019 OREGON STRUCTURAL SPECIALTY CODE(2018 IBC WITH AMENDMENTS) Location;SWCLINfONST&SWBBTHAVE Date 3latov - _ , , . MAIN BUILDING ENTRY(SEE G101,G102) 2019 OREGON MECHANICAL SPECIALTY CODE(2018 IMC WITH AMENDMENTS) \ O - I j O #OF #OF EXITS #OF EXITS Test made M:HERB&JAMES I ` ,7_1„ 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC),BASED ON 2020 NATIONAL A SECONDARY ENTRY/EXIT(SEE G101,G102) ELECTRICAL CODE(NEC) FLOOR OCCUPANTS REQUIRED PROVIDED BORA wetness: nine. 11:35 FSD 2021 OREGON PLUMBING SPECIALTY CODE(OPSC),BASED ON 2021 UNIFORM ProleCt name: AfieficivrtTUALATIN 'RESODI I 4 PRIVATE/APARTMENT ENTRY(SEE G101,G102) PLUMBING CODE(UPC) FIRST 226 SEE G101 SEE G101 cpxon SECOND 100 2 3 'OA'ALLY aPPROVEO r7 I- f-1 WINDOW AREA 2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC),BASED ON ASHRAE Dlaenarge coefficient: 54Bis 1Ypq"�ararAxg I,mxr 16%, - - - ACCESSIBLE PATH OF TRAVEL 90.1-2019. THIRD 103 2 2 oelmova oallVf isarr UNIONS THIS WALL: FOURTH 97 2 2 A c i 1 I > ALLOWED PER 2019 OREGON FIRE CODE InaWa die,of Duaota 4.5 inches TABLE 705.8(UP/S) (PRIMARYOCCUPANCY) i R-2 plot reading• IacaW �i I '�� 2010 AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN Psi Pffot2= p y�y Observed rate• 1958.3 item - ' ------- 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PARKING(§1106) 7 I-- - •_ © A-3(SECONDARY OCCUPANCY) UNIFORM FEDERAL ACCESSIBILITY STANDARD Flow method; HOSE MONSTER FAIR HOUSING ACT(DESIGN MANUAL) LEVEL STANDARD SPACE ADA VAN • l 7 Bora Architects,Inc. Static Pressure: 85 psi Residual pressure: 71 psi LOT INFORMATION: LEVEL 1 0 0 0 720 SW Washington,Suite 800 Flow at28nal realdUaI pressure IsalcWated)• 44 7 gent I I TMU ZONE CONSTRUCTION TYPE(CHAPTER 6) (CODE SECTIONS PER 2019 OSSC) LEVEL 2 3 1 1 Portland,Oregon 97205 Location neap: To be attacked b test report and b show which hydrants were I ` WCTM 1 S 136DD,TAX LOTS 2900,3001,3100 used to monitor residual pressure and Bow- I I 50'.3.226.1 575 LOT CONSOLIDATION: TYPE V-A TOTAL 4 °ammo"moon: I LLC2021-00007 FULL AUTOMATIC SPRINKLER SYSTEM Static anaW.I.R,eaawa aae: 3602536332 Pdalaege: zASRsu-z_ I FILED W/WASHINGTON COUNTY 02/04/2022 1106.2 R-2 ACCESSIBLE PARKING,2/OF 4 PARKING SPOTS PROVIDED-1 ADA WWW-Bora-CO Hydrant information' CONTAINS 37,350 SF REQUIRED tie MO SDP OCCUPANCY(CHAPTER 3) (CODE SECTIONS PER 2019 OSSC) Flow hydrant tslw sot7mEHs0 togs sea map for location 0 • I I 1106.5 VAN SPACES.FOR EVERY 6 OR FRACTION OF 6 ACCESSIBLE PARKING © _ II �'�' I _ P C © PRIMARY BUILDING OCCUPANCY: SPACES,AT LEAST ONE SHALL BE VAN-ACCESSIBLE PARKING. Read hydrant 1S1W36D18FH50 1983 MUELLER see map for location i ",, - .T. MULTI FAMILY RESIDENTIAL R-2 Remarks: I - u , = ) �-- L- - Q DWELLING UNITS(OSSC§1107.6.2,FHA,SECTION 504) -- I - I w OTHER OCCUPANCIES: The mapping,flow orpmaure Fn(amro5en contain.won reNaer•coMxbna an the date and �-•_.� a TYPE REQ'D TYPE A PROVIDED TYPE A TOTAL UNITS(TYPE A+B) time of the teat Tu.mun vapory w.la.Dr[rbtmaxaa no,.p,.wnrsron as 6o tn•syetomy I I -•w.-�..�.r a+� +- _ ----ram--_ I _.�� I Om BUSINESS B (OFFICES,COMMUNITY SPACES w.w ability to meet specific 9ro Now requirements-Fonre system capability may dinar from the I STORAGE S-1 (MISC UTILITY AREAS) flows reported bent.because of au by SO..t modifications le the Asada.,system ao,Nor -. I / a STUDIO 1 1 1 beuuse wand preaawe miry vary bygmea day anaaa on.Test gageumbnt.on �' I <' ''p I 1-7 -�' Z NOTES. 1BR 1 3 29 information*rebel*upon request `� 11 I I I �= / ,; o 1. A/B-1 HOUR OCCUPANCY SEPARATION REQUIRED(TABLE 508.4),45-MIN 2BR 1 3 45 __....-.-W___ I / Om DOORS(OPENINGS TO BE RATED PER TABLE 716.5). 3BR 1 3 10 i - J % I. = 2.R/S-1-1 HOUR OCCUPANCY SEPARATION REQUIRED(TABLE 508.4),45-MIN I t CO TOTAL 4 10 85 TOTAL UNITS v__ co t ( ( (. a uJ DOORS(OPENINGS TO BE RATED PER TABLE 716.5). J I r ✓ z F G 3.SMALL ASSEMBLY SPACES-303.1.2-A ROOM OR SPACE USED FOR ASSEMBLY I 17 , _ I� TPURPOSES THAT IS LESS THAN 750 SF IN AREA AND ACCESSORY TO ANOTHER BAYLO I I sr r I ''--;-l DWELLING COUNT BY FLOOR: _ I ° l OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR PART OF n THAT OCCUPANCY. STUDIO 1BR 2BR 3BR .■ ■ op! i I," `I ` , NEIGHBORING PROPERTY■ LEVEL 1 1 5 6 4 III ( �*�� - / - lc' - LEVEL 2 0 8 13 2 •, 4 ,I r- �li- -r COURTYARD- > 4 BUILDING HEIGHT(TABLE 504.3&504.4) (CODE SECTIONS PER 2019 OSSC) LEVEL 3 0 7 14 2 O 1 I I ' r�' I LEVEL 4 0 9 12 2 ( I 20 WIDE NUMBER OF STORIES ALLOWABLE ACTUAL 34'8" R-2-S 4 STORIES 4 STORIES p iDRIVEWAY 6 , X �� i I I I I Y Ili'I I y� I -� I TOTALS 1 29 45 10 = 85 TOTAL UNITS 6 rod •41 VIBUILDING HEIGHTALLOWABLE I �� _, �A. I a rj (4)T ONSITE PARKINGTRANSFORMER 70' ACTUALACCESSIBLE"UNITS ARE NOT REQUIRED BY OSSC 1107 FOR R-2 APARTMENT .1�+17!'t� 5 ' a I 4 TOTAL 1 AN W!8'TALL R S 70' 50'-3" HOUSES. I " _ I I _:111-1----3,„© , ACCESSIBLE)V I \ ,, 1 SCREENING(SEE 1107.6.2.2.1 TYPE A UNITS:...AT LEAST 2%BUT NOT LESS THAN 1...TYPE A UNITS • LR .- 4 I I Io I.....___7_ LANDSCAPE) SHALL BE DISPERSED AMONG THE VARIOUS CLASSES OF UNITS. -'r® _■ � \ I GRADE PLANE ELEVATION:+298.00 1104.4 MULTISTORY BUILDINGS:MEZZANINES EXEMPT FROM AN ACCESSIBLE s -1/.14iii'C-' ill • )J 'I - I / N �;j; 1 I I l AVERAGE ROOF HEIGHT FROM GRADE PLANE:+348.25 ROUTE. AMY K.D HUE I� .� m - I :llIll:..:11:)0.:A icy I� jPERFAIRHOUSINGACT OF 1988ANDSUBSEQUENTGUIDANCE(FHADM),THE � F�Z 31 m r- - rJ Bro I TYP I 1 ALLOWABLE FLOOR AREA (CODE SECTIONS PER 2019 OSSC) "COVEREDMULTIFAMILYDWELLING"DEFINITIONAPPLIESTO THISPROJECTAND P ,DREGDN- EMI - -A w w © r p I I / I THUS ALL APARTMENTS ARE TO BE"ADAPTABLE DWELLING UNITS"REQUIRING THE FOLLOWING: 4935 a.U I - _ - __�- - __ , l ALLOWABLE AREA PER STORY(TABLE 506.2) ACCESSIBLE BUILDING ENTRANCE ON AN ACCESSIBLE ROUTEa.¢ 1 F, --`-_--- •� - C_- 7 I --_ BASE ALLOWABLE FOR R-2 SM(MULTISTORY FULLY SPRINKLERED),TYPE V A � `"• _ II III U b d T I 36,000 SF -ACCESSIBLE AND USABLE PUBLIC AND COMMON USE AREAS /��- VP. II J _ USABLE DOORS U - J`\ }- - - - -- FRONTAGE INCREASE: NOT TAKENcn I EXTERIOR BREEZEWAY_ _ _ _ 1 I I I -ACCESSIBLE ROUTE INTO AND THROUGH COVERED DWELLING UNITS (`�¢ I - - TOTAL ALLOWABLE AREA PER STORY:36,000 SF -LIGHT SWITCHES,ELECTRICAL OUTLETS,THERMOSTATS,AND OTHER aI -- [] = r�- [)f ■ IF 2FLENTRY I Iei O � - O` �l/ I wI - y +�1 �� - -- OENVIRONMENTAL CONTROLS IN ACCESSIBLE LOCATIONS 1'r1�/1ilda z $ - 1- _-, -- -- - V ?3 6y BASE ALLOWABLE FORA 3 SM(MULTISTORY FULLY SPRINKLERED),TYPE V A REINFORCED WALLS FOR GRAB BARS Ee J II- �ai 54 000 SF USABLE KITCHENS&BATHROOMS Tualatin Valley Flre&Rescue ¢p - j'\ ��rFRONTAGE INCREASE: NOT TAKEN Tualatin Valley Fire Flow and Hydrant Worksheet °~ r I ���_�� �'8'-0' PER U.S.HUD(HOUSING&URBAN DEVELOPMENT)SECTION 504 OF THE I Fire&Rescue w° I/ 1��' I,7 rA _ �r l _ a TOTAL ALLOWABLE AREA PER STORY:34,500 SF REHABILITATION ACT OF 1973,FOR PROJECTS WITH FEDERAL FUNDING,5/OF eo.hoaeretwa e.mw central 000rebna came. 9oaa,oxndm Linter ui 1 I I ,; } �"/' p y UNITS MUST BE ACCESSIBLE TO PERSONS WITH MOBILITY DISABILITIES,AND 20665 SW Blanton Street 119455W 70th Avenue 74015W Wash°Court,Ste101 1-> 1 I j �I� AND ADDITIONAL 2%OF UNITS MUST BE ACCESSIBLE TO PERSONS WITH I { SEPARATED MULTI-OCCUPANCY BUILDING CALCUALTION PER SECTION 508.1: HEARING OR VISUAL DISABILITIES HVI" ACCESSIBILITY REQUIREMENTS(FOR Aloha,0A 97007 Tigard,OR 97223 Tu,wtln,OR 9>O61 to¢ - li Ph 503 2591400 Phone:503 W9 a577 Phone 503-259.1500 w= = R-2 OCC AREA A-3 OCC AREA (" ) F 5032591226 F 503-60-41314 Pox:503.259-1520 F_'lT I I I =IC GaaaII aa•r i II. < t @! D ACTUAUALLOWABLE + ACTUAL/ALLOWABLE </= 1 UNITS SUBJECT TO SECTION 504)ARE DEFINED IN THE UNIFORM FEDERAL TO II - ACCESSIBILITY STANDARDS(UFAS) it This worksbeet i required to De submitted to and approved by the Aumodty Having JudWbaen(AHJ)baton any pannlD for O I - - � k 5^ � -I"== r 17,528 SF/36,000 SF + 3,732 SF/34,500 SF= 0.47+0.11=0.58 <1 ■� �� '7 �r �� I' / TYPE MOBILITY REQ'D(5/)!PROVIDED�j HVI REQ'D(2/)/PROVIDED 5 DC a newest ypy istrict.For assistancecompleting this loon,fix the Fire Flow and Hydrant Worksheet instructions or call N"Operating O �TI I _ of�i,I.I T,fat1,\L _ i L I I 7 STUDIO 1 /1 1/1 new building construction,building expansion or fire hydnma will be Issued by any Wilding department within the TVFaR -• TI r a=T`( r 1 I O ACTUAL BUILDING AREA TOTAL 5 sEcnoN1-PreparerInformation WLIIIMIIIM L�j -` 7 0 LEVEL 1 21,260 SF(INCL EXTERIOR COVERED 1BR 2/3 1!1 I _ z MEZZANINES 642 SF -NOT COUNTED PER 505.2) 2BR 3/3 1/1 a. Prewar Name: 'Christian Cut! IData:1 8/18/2021 1 k vnocea(4,$)saeo3ls I F.xa I E-mega �rY 3BR 1 /3 1/1 II m LEVEL 2 21,245 SF cualcgb°ra.ce ; `� t I' S ¢ ( ) b.A,chitad/EnplramrolRecore: I I i . 111111=er_ -0,'- I- 4 LEVEL4 21,253 SF TOTAL Ieora Architecture a Interiors - I , / 7/10 414 8. LEVEL 3 Y Phone:15032261575 I Fax:1 I E.wn:1 wnI@bon.ce II ',, V s r- fi •-f" 'IP In w TOTAL ACTUAL BUILDING AREA 84,278 SF FOR THIS PROJECT,ALL MOBILITY UNITS ARE INTENDED TO MEET OSSC TYPE A, ,1' 7.,.' t rr r w� ¢ FHA,AND UFAS ACCESSIBILITY STANDARDS. SECTION 2-General Building Information O _ __ _ d _ yJ _ - - - - - - I I �'•-�/ OF$ . / -I- - ' O - $ NOTES: a. ProloctName: IDanmouthGrossing r J ■ " -e� I .1 rift I LU2L O 1.SECTION 505.2-MEZZANINES SHALL NOT EXCEED 1/3 OF THE MISCELLANEOUS: (CODE SECTIONS PER 2019 OSSC) f I - 1 .111ki� s„ 0 FLOOR AREA OF THE ROOM IN WHICH THEY ARE LOCATED. 1.SECTION 3006.3.3:SMOKE AND DRAFT CONTROL AT ELEVATOR HOISTWAY. Reject Addreae: Worth of SW Clinton St,blur SW 68ih and SW 69N AI I o O O o O O O I O co 2. SECTION 508.4-SEPARATED OCCUPANCIES:FIRE SEPARATION 2.SECTION 905.3.1 CLASS III STANDPIPE SYSTEMS SHALL BE INSTALLED cRrlrOad coany waahidgon ap:s7223 e e �nn� Nnn� C Q ` ' r l EI r^� -' WALLS. THROUGH BUILDINGS WHERE ANY OF THE FOLLOWING CONDITIONS EXIST: I l I I I = C 7 r'Y o THE FLOOR LEVEL OF THE HIGHEST STORY IS LOCATED MORE THAN 30 FEET S.construction Type:I Type IV and V-A I I I - ... ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. EXCEPTION 1: c.Total BwgArea: I 85,000 Iagft(as defined by the OSSC) I ' I I I LI I Q O 0 CLASS 1 STANDPIPES ARE ALLOWED IN BUILDINGS EQUIPPED THROUGHOUT Total Are Area: I e5,000 leg defined by the DM I I I l I 1 O I O 1 I i FIRE RESISTIVE REQUIREMENTS WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION Bldg Fee Flow: PUBLIC/PRIVATE PLAZA PRIVATE COURT / f 903.1.1 or 0903.1.2. I 5250 I GPM(box amount without adjustment for occupancy hazartl classification) I ' I I I ( I � P R_A a. Describe Fire Waa:m w wine waea fins.a ax„or„x,7e.wet 4 ,Ra..b e l•.,..., _ --� - - - _� - - - TABLE 601 3.SECTION 1009.3.3-EXCEPTION 2&5:ACCESSIBLE MEANS OF EGRESS STAIRS + I I I TYPE V-A DO NOT REQUIRE AN AREA OF REFUGE IF BUILDINGS ARE PROTECTED BY - The entire 4-story,05,000 St 6ulming IS(1)fire area, I I I AUTOMATIC SPRINKLER SYSTEM OR ARE R-2. _�_ __ / l J PRIMARY STRUCTURAL FRAME: 1 HR \ 9 ---=t-- } -, ` --I • -- rJ ' BEARING WALLS-EXTERIOR: 1 HR 4.SECTION 1009.4.2-EXCEPTION 2:ACCESSIBLE MEANS OF EGRESS O r I ) I) 1 �� �a ' BEARING WALLS-INTERIOR: 1 HR ELEVATORS DO NOT REQUIRE AN AREA OF REFUGE IF BUILDINGS ARE I - - ✓ - - _ L 4 - - - - - - I - - _ f�'�1 F NONBEARING WALLS&PARTITIONS-INTERIOR: 0 HR PROTECTED BY AUTOMATIC SPRINKLER SYSTEM. e.Type ol0000pmeyorilan of Bulking: !Residential(R-2) I ORIGINAL PROPERTYLINE SIDEWALK SLOPE,5% s-¢ MIN SETBACK �■1 FLOORS AND FLOOR/CEILINGS: 1 HR 5.SECTION 1013.1-EXCEPTION 2:MAIN EXTERIOR EXIT DOORS THAT ARE SIDEWALK SLOPE>5% l m I / ROOFS AND ASSOCIATED SECONDARY MEMBERS: 1 HR OBVIOUSLY AND CLEARLY IDENTIFIABLE AS EXITS NEED NOT HAVE EXIT / / PROPERTYLINE AFTER / / / i- 1 w SIGNS.(REQUIRES AHJ APPROVAL). I DEDICATIONS,SEE CIVIL- y___ Page 1 Revised:August2011 --I --I - I' - �� �I= - '.� - WALLS SEPARATING R OCCUPANCIES(§420.2): 1 HR FIRE PARTITION 6.EXIT DISCHARGE(1028):THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL > -I .__ .�� .�__ w PROVIDE A DIRECT PATH OF EGRESS TRAVEL TO GRADE...THE COMBINED USE to !, : W. > CORRIDOR SERVING R OCCUPANCIES(§708.3,1020.1): 30 MIN FIRE PARTITION = ICYCLE RACK, '� W.-r a (DUE TO STRUCTURE PROTECTION REQ'TS OF TBL 601,CORRIDOR WALLS ARE OF EXCEPTIONS 1&2 SHALL NOT EXCEED 50%OF THE NUMBER AND MINIMUM 4 A O O U ) ©OFFSITE/STREET PARKING: © O �111 ,� co TYPICALLY 1 HOUR) WIDTH OR REQUIRED CAPACITY OF THE REQUIRED EXITS:EXCEPTION 1:ALL 4 rn EE LANDSCAPE, �/ i SW CLINTON ST:(7)SPACES SHAFT ENCLOSURES 713: 2 HR FIRE BARRIER WHEN CONNECTING 4 STORIES OR CONDITIONS. TYPi 1 I w MORE,1HR WHEN CONNECTING LESS THAN 4 STORIES. 176'6" REFUSE CHUTE ACCESS ROOMS 713.13): 1 HR FIRE BARRIER SECTION 3.Occupancy Huard (§ 3.13) REFUSE CHUTE DISCHARGE ROOM(§713.13): 1 HR FIRE BARRIER FIRE EXTINGUISHER TYPES a. Percentage of Ouuw y Huard Classifications(see Worksheet instructions-tables 1 are 2) EXTERIOR WALLS/DOORS/WINDOWS(TBL 602):FSD 0 TO 30':1 HR;FSD>30'-0"=0 HR Occupancy Regard nasalnwllon Fire Ares ToblRre Area Percent of Fire Are. SW CLINTON STREET MAX AREA OF EXTERIOR WALL OPENINGS BASED ON FSD AND PROTECTION(TABLE DRY-CHEMICAL TYPE:UL-RATED 2-A,TYPICAL,75'TRAVEL DISTANCE.(2019 OFC§ Light Hazard 85000 SF / 85,000 SF x 100 = 100% 705.8):5 TO<10',UP/S=25%;30'OR GREATER,UP/S=NO LIMIT. 906) Ordinary Hazard Grp 1 0 SF / 85,000 SF x 100 = 0% FIRE RESISTANCE RATING OF STRUCTURAL MEMBERS 704):MEMBERS OF THE Ordinary Hazard Grp 2(HPCS 1&III 0 SF / 85,000 SF x 100 = 0`X, (§ Extra Hazard Grp 1(HPCS III) o SF / 85,000 SF x 100 = 0% O SITE/FIRST FLOOR PLAN-ACCESS PRIMARY STRUCTURAL FRAME THAT ARE REQUIRED TO HAVE PROTECTION TO Extra Hazard Grp 2(HPCS IV&HH) 0 SF / 85,000 SF x 100 = 0% 1 ACHIEVE A FIRE-RESISTANCE RATING AND SUPPORT MORE THAN TWO FLOORS OR /^ 1/16"= 1'-0" ONE FLOOR AND A ROOF<OR SUPPORT A LOAD BAEARING WALL OR A NONLOAD v Total must equal t00%I 100 BEARING WALL MORE THAN TWO STORIES HIGH,SHALL BE PROVIDED INDIVIDUAL b.Calculated Fire Flow ENCASEMENT PROTECTION BY PROTECTING THEM ON ALL SIDES FOR THE FULL PLUMBING FIXTURES Z CO CO occupancy Hazard Classification Factor Flre Area Fire Flow Mg Fire Flow LENGTH,INCLUDING CONNECTION TO OTHER STRUCTURAL MEMBERS,WITH N Light Hazard 0.75 - x gat% x 5250 GPM = 3938 GPM MATERIALS HAVING THE REQUIRED FIRE RESISTANCE RATING. EXCEPTION: h. Ordinary Hazard Grp l 0.85 x 0% x 5250 GPM = OGPM ZONING ADJUSTMENTS - RECORD OF AHJ AGREEMENTS: INDIVIDUAL ENCASEMENT PROTECTION ON ALL SIDES SHALL BE PERMITED ONE ALL ��//�� ..- --- PLUMBING Hazard Grp Grp , x o% z 5250 GPM = OGPM PLUMBING FIXTURE COUNTS(CHAPTER 29 V♦ ON Extra 1 1.15 x 0% x 5250 GPM = 0 GPM I EXPOSED SIDES PROVIDED THAT THE EXTEND OF PROTECTION IS IN ACCORDANCE Extra Hazard Grp 1.25 ' x - 0% x 5250 GPM = 0 GPM WITH THE REQUIRED FIRE-RESISTANCE RATING,AS DETERMINED IN SECTION 703. Cr)C. Required Fire Flow with Occupancy Hazard Adjustment I 3938 IcPM A NOTICE OF DECISION FOR THE FOLLOWING ADJUSTMENTS WAS APPROVED THE FOLLOWING ARE THE RECORD OF AN EARLY ADVICE MEETING HELD WITH OCCUPANCY/ 50% 50% WCIUR LAV � 0 02/14/2022 BY THE CITY OF TIGARD IN ADJ2021-00033: THE CITY OF TIGARD AND TVFR. 1. FIRE RESISTANCE OF EXTERIOR WALLS IS PER TABLE 602 AND VARIES BY CLASSIFICATION AREA. O I_ AREA OCC. M F M F M F SECTION 4-Minimum Number of Fire Hydrants Required SEPARATION DISTANCE. Z 0 1.FIRST STORY HEIGHT BELOW 12 FEET FOR A PORTION OF THE BUILDING(34 FIRST FLOOR Wla- Reform Table cros.,below(251009 Fire code,Appendix C)for the minimum number of hydrants required. PERCENT OF FOOTPRINT). 2.§705.5:THE REQUIRED FIRE RESISTANCE RATING OF EXTERIOR WALLS W/FSD>10' C Q Required Fire Flow: 3939 IcPM 2.NO BUILDING ENTRY ALONG THE SW 68TH AVE FACADE(WHICH EXCEEDS 50 BORA BORA SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE. THE REQUIRED FIRE RESIDENTIAL(R-2) -- MEMORANDUM 1 PER UNIT REQ,MIN 1 PER UNIT PROVIDED G CD FEET IN LENGTH),AND MAIN BUILDING ENTRY GREATER THAN 20 FEET FROM THE RESISTANCE RATING OF EXTERIOR WALLS W/AN FSD LESS THAN OR EQUAL TO 10' ASSEMBLY(A) 2,791 127 64 I 64 I 1 1 1 1 U a TABLE C103.1 STREET PROPERTY LINE. SHALL BE RATED FOR EXPOSURE FROM BOTH SIDES. NUMBER AND DISTRIBUTION OF FIRE HYDRANTS 2.YD Confirm fire apparatus aerial access location and FOC location,east side of building,along SW CLASSIFICATION.ASSEMBLY(AUD,LECT HALL,LIBRARY) -I 3.WINDOW AREA BELOW FIRST STORY RESIDENTIAL-ONLY STANDARD:11 69.isAve.Ses Foon te SWnG1on,tret If e used for tedporary of ari existing utilities on SW 68e and SW BUSINESS B 7. FIRE-FLOW REQUIREMENT aaxwtna rguMelRt PERCENT ALONG SW 68TH AVE,22 PERCENT ALONG SW 69TH AVE. 69"is delayed,can SW Clinton street be used for temporary aerial access? 3.LIST OF INCIDENTAL ACCESSORY SPACES THAT ARE REQUIRED TO HAVE ( ) 431 3 I COMBINE OCCUPANTS W/ASSEMBLY � ; W tgOmj _ OF HYDRANTS AHJresponse. ADDITIONAL FIRE SEPARATIONS(SECTION 509):LAUNDRY ROOMS>100SF:1HR OR STORAGE(S-1) 248 ACCESSORY USE-NOT DOUBLE COUNTED 7N3o leas I AUTOMATIC SPRINKLER SYSTEM;ELECTRICAL INSTALLATIONS. W I No objections to proposed aerial access.Verify fire hydrant count/access based on fire flow demand. 2,000.2,250 2 SUB-TOTAL REQUIRED 1 1 1 1 0 3 2.500 3 RECORD OF APPEALS / ALTERNATE MEANS: Date Project NameProject Number Bulldinendesaferymdequestions: SUB-TOTAL PROVIDED 2 UNISEX 1 1 3 = '1- 3,000 3 August 16,2021 Dartmouth Crossing Phase 1 30095 1. 1-Hit roof truss assembly:UL P522.Confirm it is acceptable to vent the attic consistent with OSSC I v, 3,505-4,000 4 I 7202.2.1 and 718.4.(See Rot on A002 Exhibit B1.)(Separately,per OSSC 705.11 Exception 6,parapets FLOORS 2-3-4 Z are not required where the wall is permitted to have not less than 25%unprotected openings based on fire a,soo.s,Doo s •(NOT USED) To From Subject separation distance per 7o5.8.) EXIT&EXIT ACCESS (CODE SECTIONS PER 2019 OSSC) Z O s qo 6 Pre-appIntake ChristianCutol Pre-Application Conference- RESIDENTIAL(R-2) - 1 PER UNIT REQUIRED,MIN 1 PER UNIT PROVIDED City of Tigard Fire Safety AHJ response: EGRESS WIDTH(§1005.3) 6.000 6 13125 SW Hall Blvd City of Tigard responses were Tigard,OR 97223 provided by Tom Hochstatter. COT will review and confirm.Location of vent openings will be reviewed(crosscheck with parapet code). STAIRS: I 1 I I I I C 7 6.5007,000 7 503-718-2421 2 This io acceptable to the coyofTigard OCC.LOAD X 0.20(W/SPRINKLERS&VOICE/ALARM) NOTES: CG L_ 7,500 or mare 8or more, a 3. Elevator on standby power(1009.2.1):Building Is stories;no standby power is being provided.See 44"MIN.(§1011.2);48"STAIRWAY WIDTH FOR ACCESSIBLE MEANS OF EGRESS DOES G J 11/A302.Per definition'level of exit discharge'is defined as the'story'of exiting,which would imply that NOT APPLY WITH AN AUTOMATIC SPRINKLER SYSTEM(§1009.3.2) 1.OCCUPANT LOAD FACTOR BASED ON TABLE 1004.52019OSSC. 0 U SEPARATE PERMITS: � 4.story above the first story is the Sit story(i.e.not this project).IBC Commentary: '+ Mark VanDomelen,CAT Erik Pattison,REACH Leslie Cliffs,Bora 2.PLUMBING FIXTURE COUNT BASED ON TABLE 2902.1 2019 OSSC. V John Wolff,NFR Amy Donohue,Bora Cad Villescas,Bora On a Rat site,buildings with lour or more stories I I I a/\ I/ OTHER COMPONENTS: Tom Hochstatter,COT Brian Squillace,Bora above a level of exit discharge would typically be a Paget Revised:August 2011 1.LAND USE/ADJUSTMENTS:ADJ2021-033(ISSUED 02/14/2022) live Story building.The level of exit discharge Is the OCCUPANT LOAD X 0.15(WI SPRINKLERS&VOICE/ALARM) I (/) entire Best story level(not merely the plane or level of 2.PUBLIC FACILITIES IMPROVEMENTS(PFI) the first floor):therefore,the fifth floor is the lourth li< 0 In 3.PLUMBING SITE UTILITIES REACH Community Development,Bore Architecture,and conautams are planning a mutifamiiy story above the ieval01 exit discharge.in a building SINGLE EXITS(TBL 1006.3.3(2)) < M affordable housing building and would like to review applicability and interpretation of City and State See A301.Confirm no objections.- R-2,FIRST STORY,MAX EXIT ACCESS TRAVEL DISTANCE 75',W/SPRINKLERS MAY Q W 4.FINAL SITE WORK(GRADING) codes wihthe City of Tigard and TVFR.This request is for a Pre-Application Conference to review fire HAVE ACCESS TO ONE EXIT BICYCLE PARKING CO 5.UNDERGROUND FIRE LINES(AND HYDRANTS) and life safety code interpretation and AHJ standards. AHJ response: IX 6.FIXED EXTINGUISHING SYSTEMS City of Tigard agrees that no standby power ls needed. 7.MOBILE EMERGENCY RESPONDER RADIO COVERAGE SYSTEMS MERRCS Dartmouth Crossing Phase -85 apartments at60%AMI DOOR SIZE(§1010): EXTERIOR BIKE PARKING REQUIREMENT: SECTION 5-Reduction of Fire Flow ( ) - 0.89 acres site 4. Elevator landings and location of smoke control does(3006.2.1):Confirm that cross-corridor smoke doors 32"MIN.CLEAR OPENING,48"MAX.LEAF WIDTH,80"MIN.OPENING HEIGHT 1 SPACE PER 30 LINEAR FEET OF FRONTAGE 8.OCCUPANT LOAD SIGNS FOR ASSEMBLY AREAS - 4 stories,R-2 primary building occupancy classification may be used and that they can swing in the direction of travel for occupants in the west wing(>50 Reduced by 75%for an approved automatic sprinkler system,installed in accordance with NFPA IS or 9.CLEAN WATER SERIVCES:1200C/EROSION CONTROL - -85,000 sf 0.L).The altercate smoke control solution Is vertical acting smoke doors at the elevator shaft openings FRONTAGE:-500' NFPA 13R(choose multiplier 0.25 in Section 6). - Apartments include l,2 and 3bedroom units (for levels 2-4).Fixed and loose fumishings may be provided In areas adjacent to the elevator MAXIMUM COMMON PATH OF TRAVEL(§1006.2.1): EXTERIOR BIKE PARKING SPACES REQUIRED:500/30=16.7 10.FIRE FIGHTER LOCK BOX - Type V-A construction,fun automatic sprinkler system landings.See G102,G103,G104(note B3).Confirm no objections. 125'-0°(W/SPRINKLERS) SECTION 6-Required Fire Flow Site is located within the Tigard Triangle Plan District and Is zoned Triangle Mixed Use zone(TMU).The AHJ response: EXTERIOR SPACES PROVIDED IN RIGHT OF WAY:20(10 STAPLE RACKS) site is currently vacant. Confirmed cross-corridor smoke doors leecceptable. EXIT ACCESS TRAVEL DISTANCE(§1017): EXTERIOR SPACES PROVIDED ON SITE:2(1 STAPLE RACK) Fire Flow: I 3938 1GPM x I 0.25 I I 1500 IDpM (Min.-1500,Mu.-3000) Questions for discussion: 6. Stair to roof per OSSC 1011.12:'in buildings 4 or more stories above grade plane,one stairway shall extend R/S1 OCC.250'(W/SPRINKLERS) a to the roof surface unless the roof has aslope st=goo than 4 units vertical in12 units horizontal....marked B OCC.300'(W/SPRINKLERS) INTERIOR SPACES PROVIDED,LEVEL 1,ROOM T1:22 SECTION 7•Available Fire Flow to the Building Fire code questions: at street and floor levels...Exception:(If no rooftop elevator equipment to be accessed for maintenance] INTERIOR SPACES PROVIDED,LEVEL 2,ROOM 218:7 1. ERRC aternative-,Mobile ERRC:Confirm this project can be considered by NFR for MERRC(Exhibit F1). ...access to the roof shall be permitted to be by alternating tread device, ship's ladder,or a permanent DEFERRED SUBMITTALS. ladder that Is constructed of noncombustible al._'Main roof slopes will be 4712'.Access to rooftop DEAD END CORRIDOR(§1020.4-EXCEPTION 2): INTERIOR SPACES PROVIDED,LEVEL 3,ROOM T3:15 door, Manually enter available fire flow here.Please attach documentation of the flow test that was conducted.It AHJ response: mechanical wells will be provided by hatch or door,accessed via ladder from interior spaces;hatch size will must include date,time and location of static/residual and flow hydrants,as well as the tester's name,phone t --� Confirmed.NM encourages MERRC.Application is due when permit is submitted. be30'x54';see A104,A105(note B6).The north stair will have ladder/hatch access to the attic,wth nearby MAX LENGTH 50'-0" INTERIOR SPACES PROVIDED,LEVEL 4:0 number and address. 1.RADON MITIGATION SYSTEM door access to a roof well.confirm acceptance TOTAL INTERIOR BIKE PARKING SPACES PROVIDED:44 City of Tigard confirms ladder to roof OK EXIT DISCHARGE LOBBY(§1028): Test Results: 44W IcPM 2.FIRE SPRINKLERS ONE EXIT STAIR WILL EXIT THROUGH A LOBBY PER EXCEPTION 1. 2 2 3.FIRE ALARM SYSTEMS 4.WOOD I-JOISTS 720 SWwaenalgten,ante B00 Pordand.oregon 97205 50322615re www.bee.m Dartmouth Crossing pre•epp page2ol4 5.WOOD OPEN WEB ROOF TRUSSES 6.SUSPENDED CEILING SYSTEMS 7.LATERAL BRACING OF SPRINKLER SYSTEMS 8.GLAZED FRAMING SYSTEMS BORA BORA 9.BUILDING AUTOMATION SYSTEMS 10.ANCHORAGE FOR MECHANICAL EQUIPMENT respo11.PHOTOVOLTAIC SYSTEM AHJ71/FR we: DOTivFR will review and confirm. AHJ response: 12.SIGNAGE city of Tigard approves 13.PERSONAL FALL ARREST SYSTEM/TIE-OFFS 7. Exit discharge(OSSC 1028.5)'direct&unobstructed access'to a public way confirm exit from north stair 14.FIBER CEMENT(CLADDING)PANELS AND CONNECTIONS into courtyard qualifies,as there are no courtyard on the path to both SW 68.and SW 69.Avenues.See G101(note B7).If not confirm that the courtyard may be considered an egress court,and that if width is END OF MEMO 15.STRUCTURAL SUPPORT FOR PARTIAL HEIGHT STUD WALLS less than 10',It Is considered protected from the building by the 1-hour rating of the building walls(rated 16.APPLIED FIREPROOFING FOR STRUCTURAL STEEL from the interior only),per OSSC 1028.4.2. 17.CHUTE SYSTEMS AHJ responselClyofTlgeed agrees wth s7 18.ELEVATOR MARK DATE DESCRIPTION 8. Confirm 2-hour rated exit passageway from bottom of north stain to exterior.Confine path from bottom of south stair(50%of required Interior exit stairways)complies wth OSSC 1028.1 Exception 1.(See Exhibit B8:code commentary page 10-183,and G101.) Issued: 12/15/2021 ANJ response:City of.Tigard agrees with a8 9. Community kitchen/cafe:domestic/residential apphnnces(mongn end dishwasher)will be Scale: As indicated specified.Confirm acceptance of domestic/residential range hood and standard wastewater drainage(no grease interceptor).OSSC 420.10/420.10.1(Group R-2 dormitory cooking facilities)provides guidance on a similar use case.OMC 507.1.2 Exception reads:'a single domestic cooking appliance installed where domestic cooking operations occur,such as Ina church,day care center,fire station,employee lunch room, or similar types of commercial occupancies,shall meet the requirements of 505.1(Domestic Cooking Exhaust Equipment.)General use of the community kitchen is by residents and is not commercial in nature.Signage can be provided if needed to forbid grease waste/cooking.See G101(note B9). Page 3 Revised:August 2011 AHJ response: C/ty of Tigard agrees with sit Mechanical ventilation distribution:Ventilation air distribution is hard ducted(supply and Copyright exhaust/retum to central rooftop DOAS mechanical units,with continuous operation).Per OSSC 30095 717.5.4 Exception 4,no fire dampers are planned for branches crossing corridor walls.Vertical ducting 1 penetrating the horizontal membrane of the rated floor is contained within chase walls,and is not prodded with a ceiling radiation damper,per OSSC 717.6.2.2 Exception 2.Apartment kitchens will be 1 PERMIT SET provided with resident-controlled ductless/recirculating filtration hoods. L =warn comm. ewlWae+ Eft a _ :�4 e•w.ewwreaw CODE SUMMARY & SITE o -r - a��a aw0.e°°"• l N INM ■ ‘1��IIl``l-i. PLAN CNI 11 a O - N 111.11111111 12"A6' zr- G 0 Der,...,Crossing Prcapp page 3 of d Dartmouth Crossing%cape page 4ot4 1 O 60 I- 50 1 40 1 30 I 20 10 0 I I 60 1 50 I 40 I 30 I 20 I 10 I 0 I O O p - O n 1 II 1 CODE LEGEND I I --- - - - - - -- EMERGENCY/ESCAPE WINDOWS NNO NOT NORMALLY OCCUPIED-ACCESSORY USE AREAS 4,,,. I EXCLUDED FROM BUILDING OCCUPANT LOAD CALCULATIONS O a __... „ 0 - 11 '.. ■ I ROOM/OCCUPANCY LABEL I , . . ■ I ( L 1111 ri------ - - • • ■ •I ■ I OCCUPIED AREA 2M M 694 SF I R-2 J i ■ I 1B ■ I I OFFICE + ROOM NAME .' ■ I 1 • p ■ I 477R sdenRtal I i �d OCCUPANCY CLASSIFICATION NOTE:SOME SPACES MAY BORA Residential UM_ ■ 200 SF 4 ■ I ■ \ I CODE FUNCTION OF SPACE NOT UTILIZE ALL ASPECTS ROOM ■ 1 Exit(s) 34" • 200 SF 3 •I ILT I I I ��i• OCCUPANT LOAD OF THE TAG. ❑ BELOW I M ❑ ❑ ■ 1 Exit(s) 32 ■ qI Mil= TOTAL REQUIRED EXIT WIDTH ■ I ■ OCCUPANT LOAD FACTOR i . i ■ I ® ■ , �� SINGLE SEXIIT PER ` • ■ Residential NUMBER OF EXITS REQUIRED 7 Irirl I M ■ I + ■ w` D 200 S) 6 I 1006.3.3 7 Bora Architects, Inc. " ,�� II I I I I I 1 �� + '\ 1� II-- 1 , I I , -- ■ `�.------ F----, • - r. 1 Exit s 34" I I 720 SW Washington,Suite 800 I I I I I I l I I l ■ I i'N,• ROOM OR SUITE EXIT SYMBOL g i i I I i i I I I I I I I 1 I I I I I 1 1 ■ ■ I Portland,Oregon 97205 -1 mi. ■ • 4 ® r ■ EXIT ACCESS TVL DISTANCE: 63' I 503.226.1575 'I- ■ -� —-—-—-— NUMBER OF OCCUPANTS EXITING FROM SPACE -ENCLOSED— -- illt! — — --- --- �■■■■1! III ■■! ■■! ■■I I_ III ■a■ ■■■ — _____ _ MEZZANINE:155 SF ■ I 60" 70" 255 A GROUP REFERENCE(IF / © © I �� I : ® !, \IAPPLIES) www.bora.co <1/3 AREA OF ill r------ ■ - - -I I . ' - PROVIDED EXIT WIDTH ROOM-475 SF ' D I = '. .� III rl�� I Emma - o- ` ■ ® • �.11 III BEM ■.■ ■■■ III II' I 11�■■ ■■ ■ ■ ■■ ■ ■■ ■ ■■■■■ REQUIRED EXIT WIDTH,34"UNO 1 I I I I I I I I � I I I ■ r - ■■.■■■'■a■11;)■■■•1■■■■Ii: -1'■■••■■■■■■■■■■■■■■I: I ' ` ■ I FEC- L ■ m N0 b �MIKAMIg � EXR U. BUILDING EXIT OR STAIR SYMBOL I I I \ .. n'' ' I ■ NUMBER OF OCCUPANTS EXITING FROM SPACE • I / ' . . i i i i i i i i ` i ■ LAUNDRY 11 60"I70"1255,A GROUP REFERENCE(IF APPLIES) iiii■ / ■ I I I 438 SF I R-2 \ PROVIDED EXIT WIDTH I I I I I 1 1 1 1 ( Residential A . I I (_- �� ■1■ III ■■■ II■ ■■■ ■■■ ■. �� 50 SF 9 REQUIRED EXIT WIDTH,34"FOR DOORS,44"FOR STAIRS,UNO �I 3M ■I O r i 1 Exit(s) 32" ■ ■ _� ■ INCIDENTAL USE 1111 848 Sid I Ral ■ ROOM BELOW • Residential • le _ FIRE SEPARATION RATING I i - --- ■ o• • 12Exit(s) 34" ■I ■ a M ■ r� �� SMOKE PARTITION ___ ■ 1 I — ■ �! © EXIT „ T 1-HOUR FIRE PARTITION ■ _-_ -_ _- 1i .J_—_—_—_—_—_ _ —_ _ b u :. 6 © _ © g2 34 3 1 DOORS MAY LOCKED 6 0 h_ T l ` ■ w ® 1B_W ,/ t BY MGMT,NOT AN EXIT { . ENCLOSED - I -- I 2 1-HOUR FIRE BARRIER MEZZANINE:163 SO a' (_;_ — , � I a- -_2 zv I <1/3 AREA OF - ;I I •I ■- ' I T le EXIT PASSAGEWAY(2HR) — Residential p ? I e�__� ® 2-HOUR FIRE BARRIER OR FIRE WALL j al' ROOM-534 SF -- - ■ 1' -- 200 SF 3 I I `!f i I I ili ;l I I I ii •11_`�= 1-Exits) 34" i __e '`-'--a__ I — ■ U■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■a■■■■■■ ' r _zti I FIRE EXTINGUISHER CABINET >__, FEC VERIFY LOCATIONS WITH FMi$,:A.D,0RHUEN t►►tt33■ ■ !j !:I`�' J « I, ANDARCHITECT■ ■ EGO^ I 4IIIII r �� • e t'-n �- - - - MAXIMUM EXIT TRAVEL DISTANCE IA, 4935 • ■ / /L ® LAY ARE/$. OF ■ • r �a °i 0 ---------� ROOM DIAGONAL DISTANCE L- 1lin ' 1839 SF I R-2 i — ■ _ ■ A- Residential ; ■ 3M ■ 2B-W 32 4 = 1200 SF 10 Exit(s) 32" '/ I \" E- - - - ROOM OR SUITE EXIT PATH ■ 849 SF I R-2 ■ 672 SF I R-2 © I / / ROOM BELOW Residential • Residential a 200 SF 5 ■ 200 SF 4 ~-. __z ` :' o° EXIT SIGNAGE SYMBOLS 1 Exit(s) 34" • 1 Exit(s) 34" I t-_`_ , O „,,_ „ „_, za e-_,- IF -- ■• D z` 1T \1 F t Y t , b _-- Q b V� ; I �1 -- tEti _z_—z I 1 I ■ ---1 0I. 1 1 I ENCLOSED - a Imo„ I w C, O ; I I I 1 MEZZANINE:163 SF) ■ ( 1]J I� •. qq 111 ,:, ACCESS/ SECURITY LEGEND 1 <1/3 AREA OF -- ■ - ■ . O 1 ROOM-534SF a ■ s 5 �' 11 aill i I —_ _-- — / 5 ■ . 4 - 1�--- - ---- CCCCC7C77CiCCCCeCC ' CCC7C7,� ■ CCC'CCCC� - --- - ----- --- -. a. ___I— II1 1 I O I I I O CARD READER(OR OTHER AUTHENTICATION 0 �: _ • 1 -III I1—I DEVICE) WITH ELECTRIFIED HARDWARE - _ ■ ■ I I I • _ -III—III—III I I I <:- nil 1 ,,/' ' _ '��■ le ' I I— II— II—I 1 I I ELEVATOR CARD READER __ •• ■ 1 lk•••••••••& �/ : ® N:1 ',; O o0° -I I —III—III— I i MAGNETIC HOLD OPEN,TIED TO FA SYSTEM ■_ 1=- _• I o `� I— II III I a ■ �y —I I 1—I I 1—III- I I I HI/LOW ADA BUTTONS FOR DOOR OPERATOR. _ I ® BOTH SIDES OF DOOR ■ 3M 2B-W 32 34 4 I-1I1—III—I I I I ROOM BELOW a 11 O Residential ; Residential 1 zv_ I o -IIIIII—I O kSECURITY CAMERA AT CEILING BY OTHERS ■ „ 1 Exit(s) 34" I ° IIIIIII— 1 I 1 \�// 849 SF R-2 672 SF R-2 r _ 200 SF 5 ■ 200 SF 4 , O 1 Exit(s) 34 O II I II I P a ■ - I I PANIC OR FIRE EXIT HARDWARE(SEE HARDWARE -_ ■ • I -- •; I zv ��\� I I I SCHEDULE) II __ ■ ■ I �+ I I I I . MASTER FA ANNUNCIATOR-COORDINATE I ee.. N1 ._- I ENCLOSEDMEZZANINE 163 SF@ -- �' H I �I _ � M, __ ■■ I I _II_ii.--_---II__11. —Ill: - LOCATION WITH FM T_ -_ <1/3 AREA OF ! ■ 1' IN -III—III I I I I O SPRINKLER DRAWINGS FIRE SUPPRESSION ER LOCATION-SEE FIRE ,I ROOM-534 SF 1 11 li " a� --' ■� / I �� 1-11 1-1 11 I I II ■ 0 7 C 7 1■C I■!C a C C C! C 7 •! 0 - - -------- ' "Z i C i C C C�� 'C'J 7 C 9 R CI N C E i�C C C M C1 •�1• I -j r - i it - 0 I I I CODE OCCUPANCY LEGEND I=III—III- I I 4 1_1 ■„ 1■ . �9 C -II=III—III= / A3 4 All �I I II I II I II I iI I II I :I O1 ==k===- ___- - -I I i-I 11-I I ILI I I III III III-1 I I I I I ,_ =1 I I—III—I 11= I _ =i I II _ B I __ —III+-III—IIIIII-SEE SECOND FLOOR PLAN 11—Il l I I O Ol O —1 O I—I O 1— O I—Il I —I I BREEZEWAY 1HR SEPARATI�N i I I III—I 1 IOII1 I I 1 I I I I II 1 1 I 1 II I — I III I I I I I I IIIIII I I I—I 11—I 1 I 1 I I I ICI I I I GLAZING AREA<25% I� _ I I I, ,III, ,III I I I I II IIII I IIIIIIIIIIIII IIIIII IIIIII-111 I I I I I �I- NNO ,,_. Y OA B I OF,_HR RATED WALL, I 1 III III III III III III III—III III III I I IsEE III R_2 CO O ALLOWABLE PER N - 1 I-111-1 I-II-II1-M_-I 1 I—I I —I i t—II I-1 I I I SECOND-I— z N OSSC TABLE 705.8 o m — — FLOOR PLAN)- N CODE ANALYSIS LEVEL 01 MEZZANINE I O O + - I III- 1- I I- I I I I I III-1 I I-1 I -1 I -1 I — —Its- 1/8 1 0 --------- i11 �III� kl�-��I—kl I„u■I�Iol1,l,■ ., muoa I oullva. 5w Oa ua•I Ilwmnu �um1 ._=r: ■ " r .. - ■ III-111-11 I-- — o - 111°. Business:frit% r--I 4 ci:, '.r■■■ .■■■ ■ ■ I p ■ .� �I 11 O 101 —�I a Z FLEX/CLASROOM � 150 SF 1 I ® ■ , 392 SF I A3 --■ . 1 Exit S 32" f Lli IX ■ ■I \i III=I I— I Ft~W Q i —) -..- Assembly,Unco o o i I :: ■ ■•�♦��I I — = = I W O °_ 15 SF 27 i 2E ♦��♦ a U — 1 Exit(s) 32" - ■ .b, —� 2B L ■►. - i O - ` 656 SF R-2 1.--: - _--_ __. \ 0 ,'`- I / \ ��, 1 11 , ■ Residential M 713 SF I R-2 .■I 1`� \ _ 0 J �� .. - —III—II- - i/ �XIT 32 36 76 C ® - •.� �.ar r■.n. 0 Residential o ■■�! ■ �, ( I— — M�imr■re 'I ® 200 S) 4 0 0 w ■- I II II ■ 1 Exits 34" ■' I�I W • ■L•1i ® I� ■ /_ 1 c ACCESSORY USE II6. Q ,O6SF A3 T®®, ©�,� I• ` ,L®ss1 239 raFe/B —III—IIOII— I- 3Stora.e .1 - -_ Stora.e r 0� EIZIZOWEil SMOKE o 0 n.o ■ 150 SF 2 300 SF 1q 300 SF 0 ®� � .. I :■.� CURTAIN I I-o • ' f, �•� ® ���.►•-A11Q ]®I 1 Exit s 32" \ 1 1—I—II—II—O J Z 1111 1 —II 1 I 1—_I- Z,Exits ■% ■.■ ■_ - - I .■■..■■■.I .. I 1 —III I I 11 - ® 1 ■ FEC - FEC ® g ACCESSORY USE _ ■ III I i I I 1 C 0 � ,'�'• �� Y. J - 1 EXIT ACCESS TVL DISTANCE: 169' _', =1 I—I I— I —I G Z TI TI l ELMI I I — — — I 1 I 1 I — — — J I , , I 1 I 1 I 1 A1FIEI32 1 I� N ;�.,,608SF A-3 �� .,.��m'� ® .. ® CD 1" �� „ II III II IIII IIICIII- } ssembl chairs . .' 50 SF 6 �32 ���B \1 / 11I■ /1 • ■ / .• —■� 1 Exit(s) 32" �,• i i ■ 1 • << i — co : INN' 87 ♦ 0 O — (��.� ,, . . ■ ° ° ■ oo I III IIII I1 1 1 I1 _ tiA 3 'P ., ® b ' ® ' a ; ® b OII I I — 1 1 l 1 I I I I I-U co a ® _ = I —III—I —Ill — 4 j1���I I/im' 1B W ■ 18_W ■ 462SFI R-2 • 4H4 NNONo III I I 111 III III IY co • OFFICE • 461 SF I R-2 462 SF I R-2 it —III I I III—I 1 I II _I—lO Ism148 Sf A3 mIP Residential = =_ 3 .. — K-11' . / ��� Business r Residential r 200 SF ent3al ■. I III= I=I , Business I 200 SF 3 „I �/ I 200 SF 3 150 SF 1 ��01 ® 1 Exits) 34" 1 Exits) 34" 1 Exit(s) 34 ( UPS �:C■3U]��Y�:11 I 16-, IIItmuum81f®1 U ■ di , DOORS MAY BE J 07Ill �1 m I ■ �1 • PZ 1 Q I LOCKED BY MGMT. a ■ EXIT -——- —- O NOT FOR EGRESS / ' / , CALL BOX(W/CAMERA) Imo/ OF X .� / CID ' 111 _ 2 - _ &FIRE FIGHTER KNOX BOX O��i EXIT DISCHARGE ti� 2 1 I A THROUGH AN 1'._ AREA PER 1028.1 FEC EXCEPTION 1 ': ill �.� ■ EXIT sr ® D1st.-♦ w III.:I 1 1 - I ill \ 101 ' f 1 I It la Al 18 134 132 i I I I I I O O 1 I 0 I 0 IiI 0 LOUNGE b i 1 ■ -- 318 sidSF R-2 S' �L' °__,`■1 /1 2C OH =- - 1 1 1 Residential i — MARK DATE DESCRIPTION 50 SF 7 347 SF R-2 oOI■ j 711SFJ R:a! I I 1 Exit(s) 32" Residential ° ° O o Resident zoo SF 2 l ;1° Issued: 12/15/2021 1 ,� I I 1 1 Exit(s) 32" 1 E O 3 I - IA 0 = -- -—-— 1 Scale. As Indicated zits o - _� O 1 e e l ■ I 1 'I ® I / _ O _ ,-0— I I' I I i Copyright 30095 MIN 1 , I 1 , I 1 PERMIT SET 1 / / / l / -- / i 1 e1 I eI 1 1 le I 1 I *Nr*N A ��i daft\�� MIIP V�r N G '.•111111- 0 CODE ST ANALYSIS PLAN - CV ,_. 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I I I MAGNETIC HOLD OPEN,TIED TO FA SYSTEM ■ ■ EXIT o- ElHI/LOW ADA BUTTONS FOR DOOR OPERATOR. 2B , 2B BOTH SIDES OF DOOR 713SFI R-2 I I 1 713SFI R-2 Residential , 1 1 Residential I I I I 200 SF 4 ■ , 200 SF 4 I I I I ECURITY CAMERA AT CEILING BY OTHERS — 1 Exit(s) 34" I ■ 1 Exit(s) 34" Al1 ■ I I P PANIC OR FIRE EXIT HARDWARE(SEE HARDWARE ■ I I // I \ SCHEDULE) -__- ■ i _ I _ 1 I - 71 MASTER FA ANNUNCIATOR-COORDINATE ® � rp ■ ■ b I ! r I LOCATION WITH FM �� ■ w ■ __ r o• I I o O FIRE SUPPRESSION RISER LOCATION-SEE FIRE ^ ■ ZI ■ �� o b I I SPRINKLER DRAWINGS © - --- - - - -- M7■=■[MCMMMMM7M7■M■ -I]r- 9MMM7M7■.M■■M■M:MCMM,71 - - - --L- - - - - - --- - - 5 C� I: I ;I l�� I I I CODE OCCUPANCY LEGEND ■ l i 4 4 I •1 • v� �� 1 1 —� I L ° I I NNO 1 Ira !! , F-I ■ ® LI , - 1 W ---' ❑ ° ❑ I I - R-2 1 • I I/ b I I I I 26 OH I 2B D I I I , I �S-1 714SF1 R-2 11 714 SF I R-2 - FDC C-^J Residential 5 I Residential I I v 200 SF 4 i 200 SF 4 Z CV 1 Exits) 34" COMMON PATH I ■ 1 Exit(s) 34" I (V OF TRAVEL:44 t J ■, • •. ■ 1612) 2C — • 0 I•. d o ■'' o b r .•...:, 484 SF R 2 EXIT 4,it. ♦♦/01'.0 712 SF I R-2 O W CC - _--__ , ■ Residential .♦.., Residential C Q ■ , - I1111/ ■ 200 SF 3 1, -. �• ■ 200 SF 4 f n ■■■•■•s■■■iI E.I+ 11111 ■ i III ■ 2A ■ 1 Exit(s) 34" 'G v.al..�'a. �,1I 1 Exit(s) 34" ¢S) 0 v �ail , ■ " I : n? ■■■■■■■■ Y II: ■ , INDOOR PLAY U■ Q■ m 300 SF 2 �o-v O LI . ■. • ' Residential • •"_ I • 1 Exit(s) 34" •■ ® ,- N 1 Exits 34" 1Ili ¢¢ W I LiLL I" 50 SF Q �� ■ 4 ,ff 41®+■ +'�® • 1 Exit s I I• {(213 T . oN sh�•���' W^■ Stora.e/Util ¢ II ; I °b '� t►_.w 0 I— iii (. 0 Nk _ co ■ ��®11 SMOKE •,I� ^� �' J 6�� ■ ''I(ai®) ■ • ® ,I ( 1 f ��. 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C 483 SF R-2 481 SF I R-2 481 SF 1 R-2 ■' ■ I 1B /(1 ... 1 Exit(s) 34" 1 Exit(s) 34" :ALCO Residential ■ Residential Residential ■_-_ _- __ : I 1 Exit(s) � 200 SF 3 200 SF 3 ■ U 1 480 Sid R 2 , 82SF R-2 ■ \ ^ " ,:3 Residential o 1 ' 2SF 3 I 1 Exit(s) 34" 1 Exit(s) 34" I ,, 34 1' -- 200SF 3 1 Residential 34' _ o b 200 SF 1 ` ■ — — m�I ■ o 0 1 Exit(s) 34" ■ ' 11 Exit(s) 34" +^ a+a+ ■ 6 0 ----- ----- - i jJ - - - - - - , • `! •■r .■■ ■■■ ■: EXIT ■M!.M7i7M7■M■':'C MGMi..MMM■.:,., - - - - - - - $O 2 I.I A o lk 2 i NOTE:TOTAL OCCUPANT LOAD OF FLOOR I (100 OCCUPANTS)IS DIVIDED BY(3)EXITS ■ v 34 PER EXIT all z 1 I w ■ 1- ■ ao I -' III I 2C M • -- 2C — MARK DATE DESCRIPTION 705 SF I R-2 �F , ■ ; �o`li 708 SFF I R-2 1 I I I Residential o bi■ 1 Residential 200SF 4 __ °bl■ +id l 0 200SF 4 Issued: 12/15/2021 - 1 Exit(s) 34" +' I 1 Exit(s) 34" Scale: As indicated i I Ir®r- -L 1 1'., Jr --I inr II I I Copyright 30095 1 I I I I I I I 1 PERMIT SET 1 I 1 I I I I 2 CODE ANALYSIS PLAN - a OA 0 Ci_ii) O E F G H 2ND FL N M of O CODE ANALYSIS LEVEL 02 0 1/8"= 1'-0" 1 N G102 I 60 I 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 I 10 I 0 I CODE LEGEND I I , I 1 I — I NNO NOT NORMALLY OCCUPIED-ACCESSORY USE AREAS OEXCLUDED FROM BUILDING OCCUPANT LOAD CALCULATIONS ® MI --, ROOM/OCCUPANCY LABEL 2C OH 1 714 SF I R-2 o Ip 1 19II I OCCUPIED AREA Residential 481 SF I 200 SF 4 ° I Residential III OFFICE ROOM NAME I•� 1 Exit(s) 34" { 200 SF 3 ■ �■ OCCUPANCY CLASSIFICATION NOTE:SOME SPACES MAY BORA "" • CODE FUNCTION OF SPACE NOT UTILIZE ALL ASPECTS I ■1 Exit(s) 34" ■ I I�� OCCUPANT LOAD OF THE TAG. . 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I 1 200 SF 6 NUMBER OF EXITS REQUIRED + °• = © D 1 Exits) 3a° 7 Bora Architects, Inc. °bil �11 0 I ■ ROOM OR SUITE EXIT SYMBOL 720 SW Washington,Suite 800 Portland,Oregon 97205 C -a I/ ■I—lik 1 / NUMBER OF OCCUPANTS EXITING FROM SPACE 503.226.1575 60"I70"1255 D A GROUP REFERENCE(IF APPLIES) ■ milFEC vtM ■ aing ! www.bora.co ■• l I' 1— — —O ew I� �I'1� J llil °�°�__ I, \ PROVIDED EXIT WIDTH ■ I ■ ■■■■ ■■■ ■u ■■■ ■■■ ■t Mina ■ f■■■■■•_■■ ■■■ ■ ■ REQUIRED EXIT WIDTH,34"UNO r--- 1■ • • I I I` I I ■ I ■ • U• i I Ir I `r' f ® ° o BUILDING EXIT OR STAIR SYMBOL 1 1 1 1 1 1 1\I •■ •' -- L \ q° r ■ I : 1 ® NUMBER OF OCCUPANTS EXITING FROM SPACE CO .t ■ ■• I a i__'' M I a ■ I ■ 60"I70"1255'A GROUP REFERENCE(IF APPLIES) ■ • ■ 1 ■ ' l PROVIDED EXIT WIDTH I1 •■■ ■■■I` al REQUIRED EXIT WIDTH,34"FOR DOORS,44"FOR STAIRS,UNO 2B 1 - .�' 2C 713 SFI R-2 I ■ I NI 751 SFI R-2' Residential ilia I Residential _ FIRE SEPARATION RATING 200 SF 4 I I R •■ 200 SF 4 1 Exit(s) 34" I ■If® II1 Exits) 34" j a j ■ SMOKE PARTITION © L _ ■ I o- © �� 1-HOUR FIRE PARTITION _I 1 -'1 1 :---,9 6 1B i 6 ■ I _ 483 SFI R-2 I 1-HOUR FIRE BARRIER !� 1 Residential �1 I ® 200 SF 3 ® 2-HOUR FIRE BARRIER OR FIRE WALL 8 I 1 0 0 1 Exit(s) 34' °Cif ■■II II■■1111111■■■■■■■■d'f Is ( 1 FIRE EXTINGUISHER CABINET AMY K. 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AND ARCHITECT • PORTLA I a ,OREGON 0, b •° ■ ( ■:1 i — — ) MAXIMUM EXIT TRAVEL DISTANCE 4935 � " ■ 1 11 El ■ I ' OF 11 ■ i " ----------► ROOM DIAGONAL DISTANCE 1 I ■ - 1 26 1 I I, SF I E- - - -28 ROOM OR SUITE EXIT PATH 713 SF I R-2 1 I : 713 SF I R-2 Residential I I Residential I 200 SF 4 I I I 200 SF 4 1 Exit(s) 34Al" I 1 1 Exits) 34" EXIT SIGNAGE SYMBOLS _,....I AO F G H ► II m Cr ---- 1 a f ,I e1 :■ I�� ■ I I — I 1 --- ACCESS/ SECURITY LEGEND 5 _ . s� ti d 0 - - ------ __= _== �• .� _ =� _;2'__: 2. - - -------- 0 --- — -—— — - I 5 • ,or__ _ 0 1111101:111114,1H :,I 1 I O CARD READER(OR OTHER AUTHENTICATION l9 I I I DEVICE) WITH ELECTRIFIED HARDWARE b •o N FEC r I iI I I ELEVATOR CARD READER iLII MAGNETIC HOLD OPEN,TIED TO FA SYSTEM I I I I I ® HI /LOW AD OF TORS FOR DOOR OPERATOR. 2B I I, 26 713 SF I R-2 I 713 SF I R-2 1 1 1 Residential I 1 Residential I I I I 200 SF 4 I I 200 SF 4 I ECURITY CAMERA AT CEILING BY OTHERS 1 Exit(s) 34" 1 1 Exit(s) 34" I■ I I _ i \ P PANIC OR FIRE EXIT HARDWARE(SEE HARDWARE ■ /// A\ SCHEDULE a e I I 1 I I MASTER FA ANNUNCIATOR-COORDINATE ® I 1 , I LOCATION WITH FM I FIRE SUPPRESSION RISER LOCATION-SEE FIRE 1 lu 1, -; O• Q I o z I ■'1' ` o 1 , I SPRINKLER DRAWINGS © - - - - --- - FI I - I cn ■_ i ■_=■e:■eee__p_=■d ■ of ■ — O L 1 O I ' ' CODE OCCUPANCY LEGEND 4 WI ;I1. 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F.1 ■ t�` i — ® m e .� �.7' \ PROVIDED EXIT WIDTH . . ■ '�j• \ ■ IT •• . -prEme_H REQUIRED EXIT WIDTH,34"UNO • w _ I i I• •__ • ■ ' I % • e II'llll_ i i i i i :_, , , , , livriki BUILDING EXIT OR STAIR SYMBOL 9 0` � I • 11111 ` 11 ,__. L NUMBER OF OCCUPANTS EXITING FROM SPACE I�■q d i '---I-' r I • / : — i i : ��II 60"I70\"1255,A GROUP REFERENCE(IF APPLIES) ..I" - . ' I 4 ' • •• '! I - 6' \ PROVIDED EXIT WIDTH 1 I wr_ I ■•' ■a •• ■•. •■■. •.■ •■■■ ■■� REQUIRED EXIT WIDTH,34"FOR DOORS,44"FOR STAIRS,UNO 2B I J EN Air � 2C 713 SF R-2 I ■ 751 SF I R-2 Residential 1 le Residential FIRE SEPARATION RATING 200 SF 4 I a 12Exit(s) 34" �, 1 Ext(s) 34" ; ® �� SMOKE PARTITION 1 0 o- - r 1-HOUR FIRE PARTITION 1. !imomm• I �� 1-HOUR FIRE BARRIER I I 1, a1 T i -- ® *maws ® 2-HOUR FIRE BARRIER OR FIRE WALL 41 �!J' _Li ; ! � J =6•]� -- t I ■ IS I 1■■■■■ ■■■■■■■■■■■■■I FEC FIRE EXTINGUISHER CABINET AIY K.D HUE VERIFY LOCATIONS WITH FM • k_ III AND ARCHITECT 1 ■ PORTLA ,0 EGON I. ( • • ;Y-1 + I — — — MAXIMUM EXIT TRAVEL DISTANCE 4935 r of og I I r 4 1 I ' ® IIII, �� "— I ' — • I b 1�= <"� �---------� ROOM DIAGONAL DISTANCE 2B I I, SF E— — — —> ROOM OR SUITE EXIT PATH 713SFIR-2 I • 713SFIR-2 Residential 1 Residential , 200 SF 4 I , 200 SF 4 EXIT SIGNAGE SYMBOLS 1 Exit(s) 34" •■ I 1 1'1 ....._____ _..... 10 T G T \,,li — I 1' • I - I ! I I ' .l rT ■ , , lob I ! — I I I 5 5 • ' -- ■ - 1. I I 1 I ACCESS/ SECURITY LEGEND I r----y ■ 1801' ■I ) I I I I I oo I ■''■ T"" 8 FEC a �� © CARD READER(OR OTHER AUTHENTICATION q C r' I II , III I I I 1 DEVICE) WITH ELECTRIFIED HARDWARE 4 I • ® 1 I I ( I ELEVATOR CARD READER o— I, 2B I MAGNETIC HOLD OPEN,TIED TO FA SYSTEM 2B I I I I HI/LOW ADA BUTTONS FOR DOOR OPERATOR. 713SFI R-2 1 713SFI R-2 Residential I 1 Residential I I I El HI SIDES OF DOOR — 200 SF 4 I ■ 200 SF 4 1 Exit(s) 34" - 1 1 Exit(s) 34" I I I I I I ECURITY CAMERA AT CEILING BY OTHERS J im 1 b "I I_ 1 I I ! PANIC OR FIRE EXIT HARDWARE(SEE HARDWARE 1 SCHEDULE) I '• �' I I I I I - MASTER FA ANNUNCIATOR-COORDINATE Z ' - L 4 I I I o I I LOCATION WITH FM . �'�,0 UI 1 I ob O FIRE SUPPRESSION RISER LOCATION-SEE FIRE — — — I I'C�, , �I ;I � I 1 I I SPRINKLER DRAWINGS I of 1 4 4 et w1 �� I I I I I I I CODE OCCUPANCY LEGEND II l `--- ® X I • ® I I _ � 1 R 2 -sal 11_ - — LLl I a —, r _ ,I I I I I il I I I I I / 714SFI 2B HR-2 I 1 , 2B I I I \x/� X S 1 .w I Residential - 714 SF 1 R-2 I V 200 SF 4 I • Residential I 1 Exit(s) 34" , ' 200 SF 4 I I I ( I I CO I 1 Exit(s) 34" I I Z N �I � Ns 0 — --- — — — 8 -- , — — ----- ■ J --- ---- — 0 — CI) o . T !1 , -N le /4,s?.L•A'• - 2C F— ■ �, ■ �: ■11 en, 2SFIR2 , d o • r ■ N E� N /• • • -- i 200 SF 4 IResidential z W h „ ■ / `tom . N`I-- 1 Exit(s) 34" G n ■ • 1 : ,ACCESSORY '•N,11 II I. _ #■ • sad ■n ■■■ ■n aril•■ •® ■• r -• : TUDY/ AME ® ■• ®®4111 ■ 714 SF I ResidentialR 1m: La■ ails •■■■ air •� ;- - .IE.dtAIIL, • 1�p == : Kamp el ■ 4 200 SF 4 ■�p --I" ''i i ��l > w ''♦♦�I�®N1�*� alp I I alp ■^ 1 Exit(s) 3a" 1os SF s-1 — W ® ■ �� . F J ■ --- Stora•e/Util 300 SF 1II F— ,FEC ■ 3 I 4 _ _ I ♦a, C�cEsbs®��■ SMOKE n11 • ■�■■ ■F 'I�®, ■ • ■1 ACCESSORY ■ .._ I , ■��►_� �� DOORS - • • , J ■� ® ,I II1� _ ���' _ — Z ■ 11X3 ■rru-i�� �_ 11 ■■• ■■■ lit Zrrr�� l• i1:11.1n. ' rrr Z O ■ r FEC L FEC - 0 m Z I I■ �, ! Si ! �, I !!}1 EXIT ACCESS TVL DISTANCE: 210' 1tfill. ,7l I, 2 c --- w-_.: r r �� r rm■in■■■r�y -Emil.yr,.n� ilk,I r la:I ___ r I -: ':MI 9 m vim -:.- 1 ® _ ',-="' J `, U-—-—-—- -—- • ■•■ I VuEI /1,— Iii ED E 1. 000MMON PATH • uN F III■N F_ __ '■ ■■■ ■■■ ■■■ a l i _OF TRAVEL:50' 1 — DRY q o *y q q ■ 1 U ■' L_ 16 SF R-2 ■ u O } j �� L� •o + : Le, I--; : ■ I', < Q 3A r—_ a ' Y N N I a ® CO • }J - 1127 SFI R-2 i\ ■ 1F _ ' ■ n 1 ® 1 ® 81■IIIP: : N ® b�■ ■ 1 00Residential 9• 0' 613 SF1 R-2 11I�u IMIIp • ' ; a �200 SF 6III1 Exit(s) 34" • p Residential ■� 11 IlliCIDENTAL u11IP: ■ ■ 16 ■ 1B ■ iB ■ J, # 1 Exits) 34" Y n 483 SF I R-2 ■ 481 SF R-2 ■ 481 SF R-2 1 •■ I I, 18 ■ 200 SF 3 u Residential ■ Residential ■ Residential ■ I 481 SF R-2 .. 1 200 SF 3 ■ 200 SF 3 ■ 200 SF 3 ' Residential , I 1 Exit(s) 34" ■ 1 Exit(s) 34" ■ 1 Exit(s) 34" 1 ••_ ��nn � 1 1 f 10 200 SF 3 O• ■ ■ M.=34 l T y 1 Exit(s) 34" lie ,I EXIT I, 2 = 2 1 ■ I I ! ■ I - al I 1 ! NOTE:TOTAL OCCUPANT LOAD OF FLOOR ED ■ I (97 OCCUPANTS)IS DIVIDED BY(2)EXITS= ■ L_J I I I Il (49)PER EXI 1 1 /' • ' - l 1 4 4 I I I I , I O b ; • ■ 1C OH = I I 1c Bi, ■ '`� 500SFl R-2 "- MARK DATE DESCRIPTION 503 SF R-2 ■ Residential I Residential II 200 SF 31 Exit(s) 34" k iir a , 1200 Exit(s) 34" Issued: 12/15/2021 I I 1= ■ --=1 Scale: As indicated ■ O — - — ---- ---1 — -- -1--------1- — — — 1 — --- — — — ------ - 0 1 1 I Copyright 30095 1 1 PERMIT SET -----7 ___ _--___— I 1 I I 1 I CODE ANALYSIS PLAN - .4- O O O (1) CD --k H 4TH FL N cooi N O C\' CODE ANALYSIS LEVEL 04 o 1 04 N 1/8"= 1'-0" I 60 I 50 I 40 I 30 I 20 I 10 I 0 I I r` n ,' /• 1 I - .- -. r _ ►`""BUS" f 11 FOUND 3/4""LP.IN 4-1I2" ,: SEE SHEET 2 1 t + ._," ` I MDS 08-21-2020 EXCEPTIONS LEGAL DESCRIPTION "STOP"--' 11 DIA.CONC.,FLUSH I - __ 1 •_+ • , R=2 .o0' �.=3s.2�' _L+ li 505°11'43"W 0.82" y~~ --- s- '-`--- -__�rIA� are FOMARKEDLOS.H.D."INI 4-112P ��\~\ =$ °$7 11* !F Catc MDSd 0&22-2020�THE FOLLOWING ARE SPECIFIC ITEMS AND EXCEPTIONS THE FOLLOWING LEGAL DESCRIPTION IS FROM EXHIBIT'A"OF THE TITLE ; t v {S08 45'00'W 0.84'}[1] _ ► DIAMETER CONCRETE FLUSHi. CIF S42 24 31 IE 35.3$ LISTED IN THE TITLE REPORT REFERENCED IN SURVEYOR'S REPORT REFERENCED IN SURVEYOR'S NOTE 1. 1 ' S. 3i ' ��- __ I_ t ° OLD RNLI PER r a Drawn Date ----"- S44 2130"E 0.29' NOTE / WITH CORRESPONDING NUMBERS. REFER TO SAID BLOCK 12,WEST PORTLAND HEIGHTS, IN I i n 1III I I 1 ! - ` 1 1 PARCEL 2,DOC. fiie, JMY 08-24-2020 REPORT FOR MORE INFORMATION. PARCEL 1: LOTS 14, 15, 16, 17 AND 18, fl't+11 } t Ief f •`r NO BUILDINGS ; f r {S36 5239E 0.2T)[1]`` NO.79-042311 \ `� j \`•y I Checked Date + I . ° " THE CITY OF TIGARD,WASHINGTON COUNTY,OREGON. 12 CMP ° 1 ,� ' • I i TRAFFIC ARROW SIGN REVISIONS I t r. • 6. PROPERTY TAXES IN AN UNDETERMINED AMOUNT,WHICH ARE A LIEN BUT NOT TOGETHER WITH THAT PORTION OF VACATED SW DARTMOUTH STREET AND IE=290.2 0 / 1 ' t I I „/ "PRIVATE PROPERTY" • ! rr r "PRIVATE PROPERTY" YET PAYABLE,INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES TO BE or ,.�-,r' I ' ',I •i r r 1 r J `, , il NOTES PER LENDER'S COMMENTS, SW 69TH AVENUE WHICH INURED THERETO BY REASON OF CITY OF TIGARD r I r r r I LEVIED FOR THE FISCAL YEAR 2020-2021. 06-02, `' If r i I ; S.i `, r. ` ~�''- - I TITLE UPDATE ORDINANCE NO. RECORDED MAY 26,2006,RECORDER'S NO.2006-063125. I f • I , I i FOUND YELLOW PLASTIC CAP1p 10-05-2020 MDS (NOT SURVEY RELATED) `-�^ --- ` ; , + PARCEL 1 I MARKED"O.s.H.D."IN 4-112"DIA. [ '� PARCEL 2: LOTS 23 THROUGH 28, INCLUSIVE,BLOCK 12,WEST PORTLAND ` I 4- + 1 C j �`�,.Q 7.CITY LIENS, IF ANY,IN FAVOR OF THE CITY OF TIGARD. NONE FOUND AS OF JULY HEIGHTS, IN THE CITY OF TIGARD,WASHINGTON COUNTY,OREGON. vl I III ; I 6960 SW CLINTON STREET 1 r CONC.0.2'BELOW GRADE I 35' '� 2 4D • 23,2020. P I+ 1 II TAX LOT 6100 r1 �`• 540°57'49"E 0.29' I 3 EXCEPTING THEREFROM THAT PORTION OF SAID LOTS CONVEYED TO THE + PP' + I 2;�~ 3 ," j r �++ �\ (S32°51`47`E 0.25")[1j �rr ��\ NOT SURVEY RELATED) r + " t + / 4 ! . i ( STATE OF OREGON,BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION, 1 f I I 1 / . / r 6 n 8. EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL HIGHWAY DIVISION,BY DEED RECORDED OCTOBER 16, 1980, RECORDER'S NO. r. I I t ( j9); _ / ��� rr 1 `�`.,(g `�. , �J THERETO,AS GRANTED IN A DOCUMENT: 80-037362. to t +It rl. i ° ''��4.� i `r �\" 17 VACATED PER ORD. diedi ``� GRANTED TO:STATE OF OREGON, BY AND THRU ITS DEPARTMENT OF f7 ti `, `. ,/ ` `� .r S. PARCEL 3: LOTS 29,30,31 AND 32, BLOCK 12,WEST PORTLAND HEIGHTS, IN --�''� . I . r . 06-02,EXHIBITA-2IB-2, I , 1 0 TRANSPORTATION, HIGHWAY DIVISION 11\• c 1 ` `. rr I. co THE CITY OF TIGARD,WASHINGTON COUNTY,OREGON. . P DOG.NO.2006-063125 J 1 p PURPOSE:SLOPES,CUTS AND FILLS `III ' ► `r `. , `• `. S. , et I RECORDING DATE:OCTOBER 15, 1979 EXCEPTING THEREFROM THAT PORTION OF SAID LOT APPROPRIATED FOR ; N, r r `.� ' r � I 1 e•� P RECORDING NO:79-042311 PUBLIC USE IN CASE NO.42-402,IN THE CIRCUIT COURT FOR WASHINGTON 11 r " 11 1r rr ~- r` + ` 0 �` 1 ` f f '' i ' FOUND 1`LP. '`` ~` .\ .. OLD RNV PER PARCEL '. AFFECTS:EASTERLY PORTION OF PARCEL 9 PLOTTED COUNTY,A COPY OF THE FINAL JUDGMENT HAVING BEEN RECORDED is i r f . . T'� rI! (PLOTTED) I 1 ' DOWN 0.7,HELD ` �� I \ ` ., 1,DOC.NO.79-042311 \ FEBRUARY 25, 1982, RECORDERS NO.82-004668. ° 11 I r FOUND 518"I.R.W/RPC ( all 9. EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL - -290-, II I \S87°23'35"E 0.04' I `. " `. �� �` ." THERETO,AS GRANTED IN A DOCUMENT: TOGETHER WITH THAT PORTION OF VACATED SW 68TH AVENUE WHICH INURED --.1- I\I I 11 ° " MARKED W.L.Mc.LS 808', I THERETO BY REASON OF CITY OF TIGARD ORDINANCE NO.06-02,RECORDED W 1 - (S89 4848 W 0.04}[1j `` �` F ° „ SLOPE EASEMENT0 I + .\ rn GRANTED TO:STATE OF OREGON,BY AND THRU ITS DEPARTMENT OF ,( - LUSH,S23 3615E 0.22' TRANSPORTATION,HIGHWAY DIVISION MAY 26,2006,RECORDER'S NO.2006-063125. I l;°1 - _ `�`.,� '{HELD IN[11) 1 �..�---I I l'r+ `•• PURPOSE: SLOPES,CUTS AND FILLS PARCEL 4: LOTS 33,34,35 AND 36, BLOCK 12,WEST PORTLAND HEIGHTS, IN CLEANOUT \ I I liu°�.I „ 'S'" �`•.`' ------ --- `• I \ `'-. I RECORDING DATE:FEBRUARY 26, 1980 THE CITY OF TIGARD,WASHINGTON COUNTY,OREGON. RIM=289.48 I I ,' 1 1r -`--_-_ ~ " `•__ 1 RECORDING NO:80-006507 _ \11 1 I 1 ► ,FOUND 314 I.P.FLUSH _ ----__- I 1 1 a 4 r ' AFFECTS:WEST 5 FEET OF EAST 15 FEET OF PARCEL 4 (PLOTTED) EXCEPTING THE EAST 10 FEET THEREOF,AS CONVEYED TO THE STATE OF - '`, 11 ' r i ` i ~`r �+ WICONCRETE,0.2' _ FOUND 518"I.R.W1YPC r . i \ 1 OREGON,BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION,BY DEED 1 ''5 1 + ; i \ BELOW GRADE -36 ''MARKED"O.S.H.D",DOWN 0.3' ~l'' ` ` '.` 10.LIMITED ACCESS TO AND FROM THE LAND AS SET FORTH IN DEED SHOWNr ° " ° " + �, + c°n 1p RECORDED FEBRUARY 26, 1980, RECORDER'S NO.80-006507. •P ji 1 1 1 S02 1142E 1.04 S87 2335E 0A5 1 IBELOW,WHICH PROVIDES THAT THERE SHALL BE NO RIGHT OF EASEMENT OR t 0 I 1 S00°04'16"E 0.9T 1 S89°48'48"W 0.0 1TOGETHER WITH THAT PORTION OF VACATED SW 68TH AVENUE WHICH INURED ` ° —1 - ' { )[ ] `. { [ jI�RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE HIGHWAY OTHER THAN AS THERETO BY REASON OF CITY OF TIGARD ORDINANCE NO.06-02,RECORDED I1'' . r CONCRETE -`- -- — — -�1r ~`� r EXPRESSLY PROVIDED FOR IN SAID DEED: PP , r -- —. -_`. `.1 GRANTEE: STATE OF OREGON, BY AND THRU ITS DEPARTMENT OF MAY 26,2006,RECORDER'S NO.2006-063125. 1-_ - 14,11 r _ - - - — -T• II a � „ TRANSPORTATION,HIGHWAY DIVISION PARCEL 5: LOTS 13, 14, 15 AND 16, BLOCK 9,WEST PORTLAND HEIGHTS, IN THEi___ - _ `` I I' 1r 1 ' 1C1 �'`-" ,,,~ 1 1 , • Ur ` ,I RECORDING DATE: FEBRUARY 26, 1980 CITY OF TIGARD,WASHINGTON COUNTY, OREGON. `• I1 ',�- OW NW PER PARCEL ' 40.00' RECORDING NO.: 80-006507 Ill r' 1 r `"-� ------ ,. ` - _ 35 \. 2,DOC,Nfl.8t1-006501 I i IR ,'I co AFFECTS: PARCEL 4(PLOTTED) PARCEL 6: LOTS 17, 18 AND THE NORTH 25 FEET OF LOTS 19,20,21 AND 22, LIJ y } -_-�.' ,,'' ACCESS LIMITED I i ' •` BLOCK 9,WEST PORTLAND HEIGHTS, IN THE CITY OF TIGARD,WASHINGTON �' ly Cry r `. \ 10 I I j 1 '-. \ �_ 11 11.LIMITED ACCESS TO AND FROM THE LAND AS SET FORTH IN DEED SHOWN COUNTY,OREGON. `- ~ ` ° /y= - -- �_ ••�, - .`•' •�``�` �--"- I is 1, -,\ Lu BELOW,WHICH PROVIDES THAT THERE SHALL BE NO RIGHT OF EASEMENT OR c� ,� / • - • 1 I r , CO (� "'�,� PARCEL 7: THE SOUTH 75 FEET OF LOTS 19,20,21 AND 22,BLOCK 9,WEST ° eE - f - ~ PARCEL 4t - 1 ,r. r RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE HIGHWAY OTHER THAN AS m ``� I ,•� PARCEL 10 ---___�_ ``1 `. �` I ' i'I ` S. i 0 PORTLAND HEIGHTS, IN THE CITY OF TIGARD,WASHINGTON COUNTY, OREGON. = = _ I 100 W Z EXPRESSLY PROVIDED FOR IN SAID DEED: a 1 • M+ + 1 --- ~_ " + r r + + ` GRANTOR: PARCEL 8: LOTS 23,24,25,26,27 AND 28, BLOCK 9,WEST PORTLAND HEIGHTS, 0 `. i° 1 ` 11900 SW 69TH AVENUE `y + 17 •��' `� 0 Z N I VACATED PER ORD. i I I rn . I L I o CO iZ. TAX LOT 6200 I �, ill • GRANTEE: STATE OF OREGON, BY AND THRU ITS DEPARTMENT OF IN THE CITY OF TIGARD,WASHINGTON COUNTY,OREGON. 'r `. i ~ 4 06-02,EXHlBITA-3IB 3, ! •* I,,C c� w TRANSPORTATION, HIGHWAY DIVISION + -- - ~�` _ I DOC.N0.2006-063125 11 I M _, TOGETHER WITH THAT PORTION OF VACATED SW CLINTON STREET AND SW 1 0 ` ` '`~ - - Ico 016, 68TH NO BUILDINGS 1 t I ++ I p co v. RECORDING NO.: 80-037362 ° ` ` ` `` NO PARKING SPACES - I+ ; ' t , J ORDINANCE N0.06-02,RECORDED MAY 26,2006,RECORDER'S N0.2006-063125. P r - • ._� - I _` I 1 Coz FECTS: PARCEL 2(PLOTTED) 1 `. I - II -)L ' t I I �I,I ~ 'Z •�- PARCEL 9: LOTS, 1,2,3,4,5,6,7 AND 8, BLOCK 12,WEST PORTLAND HEIGHTS, II ` I ` �' 1 + f Q �^-11 1- 12. EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL IN THE CITY OF TIGARD,WASHINGTON COUNTY,OREGON. •'' r `.\ `:c'- 12 --�~� r+ SLOPE EASEMENT �' �` , ; f r (15. Ij I O (17 THERETO,AS GRANTED IN A DOCUMENT: FOUND 5/8"I.R.,NO CAP,DOWN 1.5 - O / / ; I_ I I k �. ❑ EXCEPTING THEREFROM THAT PORTION OF THE ABOVE DESCRIBED REAL co O '. ` ' 33" r 21"CONC '+ f ` GRANTED TO:STATE OF OREGON,BY AND THRU ITS DEPARTMENT OF `-� P5e ` \ S86°26'11"E 0.25(HELD IN'' ; , 1 , I r . , � RIM=298.45 Jce PROPERTY CONVEYED TO THE STATE OF OREGON,BY AND THROUGH ITS r r • / / r IE=293.8 , 1 `5 ` 1- LL W O TRANSPORTATION, HIGHWAY DIVISION �65,`. r \� `lr `• /i 11955 SW 68TH AVENUE / 1/-1 i `� Cl) _ 0 PURPOSE:SLOPES,CUTS AND FILLS DEPARTMENT OF TRANSPORTATION, HIGHWAY DIVISION,IN WARRANTY DEED RECORDING DATE:DECEMBER 4, 1981 RECORDED OCTOBER 15, 1979,RECORDER'S NO.79-042311. ° I `.} r \ �B _ �`�. = TAX LOT 6600 r f,'�I i I r `\ I 40' Lim. W f/) RECORDING NO: 81-040508 TOGETHER WITH THAT PORTION OF SW DARTMOUTH STREET AND SW 68TH II `.� _'; `.� �,-- O ` - _-rr` --`�\ I 1 `r Z O EXCEPTION IS SOLELY LIMITED TO SLOPE EASEMENT AFFECTING PARCEL 8 AVENUE WHICH INURED THERETO BY REASON OF CITY OF TIGARD ORDINANCE ,' _--....,\ `• 1 r FOUND 5/8'I.R. 1 P \•°? c, ~ 1- AFFECTS: PARCEL 8 (PLOTTED) NO.06-02,RECORDED MAY 26,2006,RECORDER'S NO.2006-063125. - _ _ I I , �.' , - ,�� r 0 r��-, / / ��NO CAP,DOWN 0.1' I f `� CO ® N W r / --268- I , ° 1.25' -�- - 1- 13 13.EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL PARCEL 10: LOTS 9, 10, 11, 12 AND 13, BLOCK 12,WEST PORTLAND HEIGHTS, !N to ~-I r r " " _ r 2 32 i i N31 39'S4"W i I ---- , - THERETO,AS GRANTED IN A DOCUMENT: THE CITY OF TIGARD,WASHINGTON COUNTY,OREGON. ° 12"'CMP ` r �` Y - �- `V \\ C 1EIGHT�711 i I (HELD IN[1]) 'I I�1 ❑ - +� _ GRANTED TO:STATE OF OREGON, BY AND THRU ITS DEPARTMENT OF jIE282.o1 i.r . ------_ I + , I { ) ligt LD CO TRANSPORTATION,HIGHWAY DIVISION // ° ` -`285• - -rt r1 ' rr 1 i I ,,'! J PURPOSE:SLOPES,CUTS AND FILLS ,! r ~\ •L ter'• --�` O 11 • �� `I --1 — �--- I .I cn ¢ Z RECORDING DATE:FEBRUARY 25, 1982 Q. r' 4 '• i \ Q rr 1 FOUND 5/8"LR. a I I 1 1 \ w a 0) RECORDING NO:82-004668 �r • ► ,/ •1 rr .` Q •• r rr NO CAP,DOWN 0.1' r ` to �' ~ I ,-. r/ / r ` ! SLOPE EASEMENT A. 'r CO F- ❑ <\‘ AFFECTS:WEST 5 FEET OF EAST 15 FEET OF PARCEL 3(PLOTTED) r r r / r r ` \ I S77°2T58"E 0.24' 31 , �+ 1 + I \ l r 1 r i I ° " I I i `1 r I r 14.LIMITED ACCESS TQ AND FROM THE LAND AS SET FORTH IN DEED SHOWN ° I _ + r/ r `\ `� I (S89 46'06 E 0.08)[1] I t i , I \ N U W L!J 0, of) ce 14 I , • I , ar3' T — -- �_ I II ` ... u) [ C,7 Q BELOW,WHICH PROVIDES THAT THERE SHALL BE NO RIGHT OF EASEMENT OR "SPEED 25" / + �' , i r ' r r r , I I 17 VACATED PER ORD. I O . , CO (� j RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE HIGHWAY OTHER THAN AS _ r .• • /< r\ �� .1- -/ _i___ =1 -� — _ 06-02,EXHIBIT A-41B-4, 1 I r� Z m EXPRESSLY PROVIDED FOR IN SAID DEED: --I J 1 24"CMP rr I 1 t PARCEL 3 DOC.NO.2006-063125 - -`-I- I N o \` o �' uij I r I It + , I o r cn LL- GRANTOR: r IE-278.8 \ O r + + I i I r ( 1 I U. GRANTEE: STATE OF OREGON, BY AND THRU ITS DEPARTMENT OF c�a a- g I r . , + t I I ., �1 1 , c r O 'Wn 0 cn 1 I 1 t . I'I � `• v� TRANSPORTATION,HIGHWAY DIVISION '� t7 ' 1 " + ' + 1 30 r 1I - C7 1 r / r I I I 1 R=25.O0' L=16.019' RIM=295.90 f' RECORDING DATE: FEBRUARY 25, 1982 1 � I 1 r `._~ r I I , , + / I ` W RECORDING NO.: 82-004668SURVEYOR'SI I — -- .- --- - 1 1 I 1 + I = r NOTES _" _` �_,� _ — I 1 I RIM=29fi.99 AFFECTS: PARCEL 3(PLOTTED) - I iI - I I '+ '1 ° L1=36°52'1 1' ' * `- A�- , � I- I , --_1 -- 1— , CH=521 0011 'V1/15.81 I , [ �-� I 1 1 -+-- 4--- + 1. THIS SURVEY IS BASED UPON THE DESCRIPTION IN THE RIM-280.73 II ` I I 1 a N 15.WAIVER OF REMONSTRANCE AND CONSENT TO LOCAL IMPROVEMENT DISTRICT: RIM=280.66 a') I ' I I i I I i I REALTY SIGN / ` Ld_ Z PRELIMINARY REPORT BY LAWYERS TITLE OF OREGON,LLC, + I I / . (NOT SURVEY RELATED) 1 I 16 + s I " r 1 ! , T r ORDER NO.322000231 WITH AN EFFECTIVE DATE OF SEPTEMBER .� I rI , iu I , I i i r i o r . '' 12"RCP PER CITY GIS 16.WAIVER OF REMONSTRANCE AND CONSENT TO LOCAL IMPROVEMENT DISTRICT: 23,2020.ACCORDING TO SAID REPORT THE PROPERTY IS VESTED 0 0 I PARCEL 1 i r i r ' r ' 9 + I I \ I (NOT SURVEY RELATED) IN"SFP DARTMOUTH LLC,AN OREGON LIMITED LIABILITY �'� 3 I ,11950 SW 69TH AVENUE I r + 14 RIVII PER DOG.NO.82-004fi68,ACCESS LIMITED �, "— �-" Sp COMPANY". . `r — --�' TAXLOT6300 1 I I r'I i 1 i S02°34'05'9N 10.25' 4 •- " i 17.ANY EASEMENTS OR RIGHTS OF WAY FOR EXISTING UTILITIES OR OTHER RIGHTS '1�. • r + ;- -- + 1 I r r , OF WAY OVER THOSE PORTIONS OF SAID LAND LYING WITHIN THE PUBLIC RIGHT OF 2. THE PROPERTY IS THE SAME AS THE LEGAL DESCRIPTION ON THIS 24'ADS PER CITY GIST ,,� `� z r 1 , / �^- I —1j— - �_ I r — J , i ± AdO It +I' C7 , I �i WAY VACATED BY RESOLUTION OR ORDINANCE NO.06-02 SHEET WHICH IS IDENTICAL TO THAT IN THE REPORT as \ t / / I ' ' ► r" 1 -!r- T- # �`- -" 1j ° - 6` ' y RECORDING DATE: MAY 26,2006 REFERENCED IN NOTE 1. SAID LEGAL DESCRIPTION,ALTHOUGH r` ',l r`1 17' I ,t \` t PARCEL 2 STREET NAME SIGN >' 1r\ RECORDING NO: 2006-063125 NOT IN METES AND BOUNDS FORMAT, REPRESENTS ° , I 1 + , ,/ `� 1/4/ g o + + r , + t , FOUND 518"I.R.,NO 28„-' r r r 1 AFFECTS:VACATED PORTIONS OF SW 68TH PARKWAY AND 69TH AVENUE MATHEMATICALLY CLOSED FIGURES.THERE ARE NO GAPS, 1 1 1 , + n r r r r "PRIVATE PROPERTY" / 1 ' I CAP-BENT WEST,10" its / 1 r (POTENTIAL AREAS PLOTTED, NO EASEMENTS DISCOVERED) GORES,OVERLAPS OR STRIPS BETWEEN THE PROPERTY SHOWN + _� / r t ; Q� •., r� r 12'RCP PER CITY GIS I I , / EXPOSED,TIED AT BEND O HEREON AND THAT OF THE ADJOINING OWNERS.THE BEARINGS /° I—" I �- _ / r 1 ' ° ! ` 18.PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF `r I 1\ �` r —/ —_ -� r r .S$1 09'06 E 0.42' ,��'G(y T - O. I r SHOWN ARE BASED ON THE OREGON STATE PLANE COORDINATE 1 �., GRAVEL r // �, ° •`63./ '' F I Cn r TRUST OF RECORD. co 1 ° I 1 / / 1 I (N89 50'20"E 0.31)Itj op,'� t�� r , SYSTEM,NORTH ZONE,NAD$3(2011).ALL DISTANCES SHOWN ARE co 1 1 I / ,/ " , i c r I 60 1 t (NOT SURVEY RELATED) GROUND DISTANCES.THE BOUNDARY LINES WERE HELD PER 1 I �_ -�-rr r FOUND 518 I.R.,NO I r 1 , S r 19.THE COMPANY WILL REQUIRE THE FOLLOWING DOCUMENTS FOR REVIEW PRIOR SURVEY NUMBER 30016,AS MODIFIED BY ORDINANCE NO.06-02 cry 1 + " 18 /` CAP-BENT SOUTH,20" + I i r i I + `• 1% ' 4 I 30, 1 FOUND 5I8 I.R. 1 / \ 1 r ,27 r I • , „ co s VACATION DOCUMENT NO. 2006-063125,WASHINGTON COUNTY 1 NO CAP 1 / EXPOSED,TIED AT BEND I / r r r 1 RIW LINE PER DOC.N0.80-037362 TO THE ISSUANCE OF ANY TITLE INSURANCE 1 \ S67°36'S5"E 0.15' / i rr r • r ACCESS LIMITED 1...,‘,,,,t-' (NOT SURVEY RELATED) RECORDS. P I HELD PER[1] r / ° " r, , r r t `3. ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCHMARK Not°35'S6"E 5.15' `� ` ' (500 0416 E0.05)[1] r ' ` '' yf I + '+ ` REGISTERED \ i r / / 1 REALTY SIGN i 20. IF REQUESTED TO ISSUE AN EXTENDED COVERAGE ALTA LOAN POLICY,THE 1 I ,ear \ \ �`__ r r / / i I+ 1 ; PROFESSIONAL 402 BEING A BRASS DISK MARKED"C 597 1967"AT THE SOUTHEAST , , 1 1 r LAND SURVEYOR FOLLOWING MATTERS MUST BE ADDRESSED: Co - ''. rI `r 19' e` 1T 23 211 '�`"2 1 1 p CORNER OF THE BRIDGE ON 99W OVER HWY 217 C� . / "" . ' + ` s + ` (NOT SURVEY RELATED) i \ y 70'to \ VACATED PER ORD. + /'' ,_-,; {�$7°31'S1"W r + ► t ELEVATION:219.86, DATUM: NGVD 29(WASHINGTON COUNTY) r r !t 1z �� , / / \ 1 I + . DIGITALLY SIGNED I ,� Nam,��, 06-02,EXHIBIT A-5B-5, r /�g.� 13.34' ` t 2020.10,06 08:24:56.07'00• 4. THE SITE HAS VEHICULAR ACCESS FROM THE DULY DEDICATED r UZ �° DOC.NO,2006-063125 / / ° ,,' I , - AND ACCEPTED PUBLIC STREETS S.W.68TH AVENUE(HAVING A r� rrol�p. 49.4 „ / / +�``'! '3? f // r TRAFFIC SIGN t i OREGON r e� 2 • .6�' , r / r , -r .. NOVEMBER 12,2013 MINIMUM WIDTH OF 66 FEET)AND S.W.69TH AVENUE(BEING 60 1 / �'3,„�*�4 S.�4' r; , �, ° �,[. 4 �•' 1 F+� , 1 t r � �(.�" ` MICHAEL D.SPELTS FEET WIDE)EXCEPT WHERE NOTED"ACCESS LIMITED". r 1 / " �.� 93 013 Z Ili , I� j y- tj 87475PLS 5. FIELD DATA WAS COLLECTED IN AUGUST OF 2020. co I i / 41'49. III' %4� r r ,a�9 t 'rr/ V` RENEWS:DUNE 30,2022 r I r N4 PARKING SIGN=" r `•,��Q Qy#,\C� QP�F� 6. ENCROACHMENTS OBSERVED INCLUDE AN UNDERGROUND ° I' .� 3 1+1 1\a r +1'r rr 1�+r i+ t i /1' 1 r t r1 Q,�L �Q`) POWER LINE APPROXIMATELY 4.3 FEET OUTSIDE RIGHT OF WAY IN "� 1Y \ rr rr I1 r1 r r1 It ' 1 SURVEYOR'S CERTIFICATE Ilk THE EAST PORTIONS OF PARCELS 2 AND 3;AND AN =1 ' ► r r r rk .�'� 1 S� r Va RIM=27fi.72 /� r o REALTY SIGN , r r 1 1 1 � SW BAYLOR ST UNDERGROUND GAS LINE AS MUCH AS 1.6 FEET OUTSIDE RIGHT 1 f �° ,r r r rr rrrp / + 1 t r TO REACH COMMUNITY DEVELOPMENT;AND LAWYERS TITLE .� OF WAY IN THE WEST PORTION OF PARCEL 7. co / \�` .\ ,'. 'r\ ; rr So t t1 1)c....„.. OF OREGON: Otak Inc.,808 SW SITE 7. NO EVIDENCE WAS OBSERVED THAT THE SITE SERVES AN r \ `� \ \ �...�-' 1 -mot 1rr THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY 3rd Avenue,Suite 800 Ns.,.___ic.• C] ADJOINING PROPERTY FOR DRAINAGE, UTILITIES, INGRESS OR ° I rr /\� `r ` a/` i `� ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE Portland,Oregon 97204 EGRESS. 1 /C(I _ '` + 24"RCP PER CITY GIS ` Phone: 503 287-6825 R9ct.. r r . 1 1 r r 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ( ) 1 �� ' ' + I �sf ALTA/NSPS LAND TITLE SURVEYS,JOINTLY ESTABLISHED AND IAIWW.oIak.Com W 8. ALL OBSERVABLE EVIDENCE OF WATER,SEWER,GAS AND RIM=275.54 Sot—�Q�.Q.�-�sD ,, + I I I t � ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS 2,3,4,5, cc -c < ELECTRIC LINES AND MAINS ARE LOCATED AS SHOWN ON THIS , 1 P r 1 l 1 i SURVEY. i rr �v �� 'I/i% \\ 7(a),8,9, 10(a), 10(b), 11,13, 14, 16, 17, 18, 19 AND 20 OF TABLE A / THEREOF.THE FIELD WORK WAS COMPLETED ON AUGUST 21, '� F ' _ 9. THERE WAS NO OBSERVED EVIDENCE OF RAILROAD TRACKS, p cn ,:� I r / , _ fJ" I SPURS,SIDINGS,GRAVE SITES OR BURIAL GROUNDS. //°' I i1 2020. 1 f- --- t I + - 20 10 0 20 DATED THIS 5TH DAY OF OCTOBER,2020. Sheet No. VICINITY MAP /RIM=275.37 t I I �_.----�` I I MICHAEL D.SPELTS,PLS,REGISTRATION NO.87475 1 "- MIKE.SPELTS@OTAK.COM 19826 NOTt - + SCALE: 1 -20 -`— J ,7 Project No. UTILITY DISCLAIMER SURVEY DISCLAIMER LOCATIONS OF UTILITIES SHOWN ARE THIS SURVEY WAS PREPARED BY THE CIVIL APPROXIMATE AND MAY NOT SHOW EVERY ENGINEER OR LAND SURVEYOR WHOSE UNDERGROUND UTILITY. EXERCISE EXTREME STAMP APPEARS ON THE DRAWING. THE CAUTION WHEN EXCAVATING AND TRENCHING. SURVEY IS INCLUDED FOR INFORMATION. IMMEDIATELY NOTIFY THE OWNER IF BORA ARCHITECTS IN NO WAY ASSUMES UNIDENTIFIED UTILITIES ARE DISCOVERED. RESPONSIBILITY FOR ITS ACCURACY. NOT TO SCALE — V101 MDS 08-21-2020 TABLE 'A' ITEMS I Calculated Drawns 08-22-2020e Date 2 THE STREET ADDRESSES OF THE PROPERTY ARE: 11750 SW 69TH AVE.,TIGARD,OR 97223 JMY 08-24-2020 6835 SW CLINTON ST,TIGARD,OR 97223 I Checked Date 11800 SW 69TH AVE,TIGARD,OR 97223 I REVISIONS EVERGREEN HOSPITALITY DEV GROUP LLC 6860 SW CLINTON ST.,TIGARD,OR 97223 11710 SW 69TH AVENUE I NOTES PER LENDER'S COMMENTS, 11900 SW 69TH AVE.,TIGARD,OR 97223 FOUND 5!8"I.R.WIYPC TAX LOT 2800 11950 SW 69TH AVE,TIGARD,OR 97223 MARKED"NORTHWEST TITLE UPDATE a a a5^2{}20 MDS 11955 SW 68TH AVE.,TIGARD,OR 97223 SURVEYING LLC DOWN 0.1' 3 THE SITE HAS A FLOOD ZONE CLASSIFICATION OF"ZONE X,AREAII S45°55'1fi'E 0.12',5ET IN[1] 92 OF MINIMAL FLOOD HAZARD"ACCORDING TO THE FEMA FLOOD 31 MAP SERVICE WEB SITE WHICH STATES THAT THIS AREA NUMBERiii FOUND 5(8"LR.WlYPC 41067C0575E IS NOT PRINTED, DATED NOVEMBER 4,2016. , S87°22'37"E gg,sg' 6'WOOD FENCE MARKED"NORTHWEST 3tT I id r ' + SURVEYING LLC"DOWN 0.2' 4 GROSS LAND AREA IS 106,627 SQUARE FEET(2.45 ACRES). `\ if r`\r ix°3 11 s i r! r' '� ;` \r 4 \ u HELD,SET IN(1) 5 VERTICAL RELIEF IS SHOWN BY 1 FOOT CONTOUR LINES SD DITCH INLET `r = I o r ,+ t 4'CHAINLINK FENCE IN GENERATED FROM GROUND SURVEY MEASUREMENTS WITH 20 10 0 20 GRATE TOP=295.69 I `\ ` ` ' r+ POOR CONDITION <\ VERTICAL DATUM PER NOTE 3. j ` _ /r r r `� 0.a'TO 0.5'NORTH OF LINE ` GRATE FL=294.35 2 I / • + ] y i I ' / \\ `\ 1 •< 32 I 7 THERE ARE NO BUILDINGS LOCATED ON THE SITE. SCALE: 1"=20' G I�� I- + I \\ \\\ '< BLOCK ` -''` -- • ` FOUND 518"I.R.WIYPC 8 SUBSTANTIAL FEATURES OBSERVED DURING THE SURVEY ARE AS 1 SEWER LATERAL PER CITY GIS I �" MARKED"OSHD"FLUSH 57+5Q _� \ V4�EST 1�ORTLA D HEIGHTS" HELD PER[1] SHOWN. .` r\ \ ■\ RIM=293,37 I 't L I `. `, '\ p 9 THERE ARE NO PARKING SPACES MARKED ON THE SITE. I 2/ 1 0 r. ■r 14 ■ 10 THERE ARE NO DIVISION OR PARTY WALLS ON THE SITE. 12"PVC PER CITY GIS cQ ,i �� �� �� 'r \' ■+ 1, 31 1 t \ r a) 11 UTILITY LOCATIONS ARE SHOWN FROM SURVEYED LOCATIONS OF ``� DIRT ,) ~! -__ �` t\ �- OBSERVED EVIDENCE AND MARKINGS MADE BY LOCATING �' f PARCEL 5 --1 \ _F„ 5- SERVICES, HOSPITALITY DEV GROUP LLC SERVICES,TOGETHER WITH MAPS AND ASBUILT PLANS FROM 1 �` i Ti `� �~- -r_ f i--- .� 7\ i ��„ 11725 S.W. 68TH AVENUE GOVERNMENTAL AND SERVICE PROVIDING AGENCIES AS 1rrrr r + I1 AVAILABLE. + I ! ' + rr + , ZD TAX LOT3290 13 THE NAMES OF ADJOINING PROPERTY OWNERS ARE AS SHOWN. rn > I + I r ' °�N I 0 Q v r + ; r rr i �„, 30 e 14 THE INTERSECTIONS AT THE SITE ARE AS SHOWN. _ i i r �'` I I 16 THERE WAS NO OBSERVED EVIDENCE OF CURRENT EARTH co I i r1 rr / ,� -` I -� -rt -- MOVING WORK,BUILDING CONSTRUCTION OR BUILDING I + It'll // /i r ADDITIONS. o i ' '<\ �,. / `t FOUND 5(8"I.R.WIYPC I I•'- 17 THE SURVEYOR IS NOT AWARE OF ANY PROPOSED CHANGES IN i II I `� 16 ! MARKED"NORTHWEST FOUND 5J8°I.R.WIYPc = W STREET RIGHT OF WAY LINES. NO EVIDENCE OF RECENT STREET `o r i �`. r` 11770 SW 69TH AVENUE +� SURVEYING LLC"UP 0.1' 29 MARKED"NORTHWEST OR SIDEWALK CONSTRUCTION OR REPAIRS WAS OBSERVED ; I '` 'r TAX LOT 2900 � ,HELD,SET IN[1] SURVEYING LLC"FLUSH DURING THE FIELDWORK. I `- -- ---\\--- -- __i_ _ ` i HELD,SET IN[1] W RIM=293.00 I ' SD DITCH INLET �\ I �' I-" `\ --- I I S87°23'a3"E $6.45' I Q (� 18 NO MARKERS DELINEATING WETLAND AREAS WERE OBSERVED GRATE TOP=294,78 \ I rt r'\ i 1 a i 1 "''r3 A/ QCe W DURING THE FIELDWORK. '1.1‘ i GRATE FL=293,53 \I 1 1 r I 1 1 , i III , ` '11 Z - - LL + I ' t I \ \� t 1 r t I I ! , VARIES O rxoi17 I I ' '� ` I >�.19 NO PLOTTABLE OFFSITE EASEMENTS OR SERVITUDES WERE r tt r / t I '•, I. `r 1 \ ` I I i Ali r , tl -. t cr tl I \ p' j I C7�c3 DISCLOSED IN THE DOCUMENTS PROVIDED OR DISCOVERED rn i +I / / t `\ `'\ t `\ 23 ; I !\ i+ i `. --� DURING THE SURVEY. + '� W / + I` I `` `y ' ` r r tt `� rn O 20 THE SURVEYOR MAINTAINED A PROFESSIONAL LIABILITY + + tv i r +� - T -`-+ - -� �` I i 1 r I t �`. CO uj (a Z INSURANCE POLICY IN THE MINIMUM REQUIRED AMOUNT I F r'M i / I r` - - - ( I I (L r THROUGHOUT THE CONTRACT TERM. M 1 r + 1 PARCEL 6 \ I r + I + + 1 �, cfs ! Cf '\ r r I I + + I t + , in INmol O ' 1+ 2 + + f 18 II I NO BUILDINGS / r III `t 1 ' ° I Q'rP ~ _ 161.1 co 3 11 I r '�„_„ r I I NO PARKING SPACES" ---- -I i I 'p \\Q� am. CI) LEGEND ' 1 y \ t + PRIVATE PROPERTY, 1 1 r !r \I 27 I (I) it o \\ W (n co 1 i 1 t y NO TRESSPSSING" i I i r 1 n I z W Q o / + ' t 1 I _ r I I r / r / 1 r I �` CO 1 y 1 I 1 t'- - - - -L I / f r 1 I \ r3.5' ' t # } EASEMENT EXCEPTION NUMBER - -- - - EASEMENT r t r + Ir Ir- , , z r I 1 1 I f I 1 / // I f , r r r 1 f `\ IR \ 1 iZ © COMMUNICATION MANHOLE - CENTERLINE RIGHT OF WAY r i r r! i - rr r i I `\ (1 \ 1-SEWER LATERAL PER CITY GIS ° r r 1 I+ r I / I r' N / I i i I •SLOPEEASEMENT I--->\1 r -\a�`_L__ (D COMMUNICATION RISER EDGE GRAVEL I + I + r ino / r r t c l �, Z C COMMUNICATION VAULT o fi I 1 I r 1 r r i i I PARCEL 8 - ; ��` EDGE ASPHALT PAVEMENT E- GUY ANCHOR ' +Ir r' rru r' /rp ; 6835 SW CLINTON STREET I I t •� 1 Q x x FENCE 1 r I `` rr TAX LOT 3001 / `\! N I I '` 1' 1- C co ® JUNCTION BOX - - MINOR(V)ELEVATION CONTOUR r i P r r I I 'I / r ,`.I ( ' U 0 Cl) r ; 11 ; rrr Irr r �, S ITE 4 1 t 13 4W Q co _J 0) 0 O 49 TRAFFIC DETECTOR LOOP MAJOR(5')ELEVATION CONTOUR11 -L I 1 1 I / / r ` \ r (r �, o MAILBOX - SIDEWALK RAMP (al 1 , + 99 /+ r + t + + \ rr IIII .� 1 m SURVEY MONUMENT SITE BOUNDARY 1'6� r 2Q I' r 21 rI 22■\ `y 23 1t \\\ r I f Nil 10"CONC,PER CITY GIS W L- / I O V cad r' I PARCELf 7 r!f Ir I 1 t 24 25\ i 6 �i i W OTHER PROPERTY LINE y I I tI O GAS VALVE I r t I II I'ik � t` + 11800 SW 69TH AV€NUE rr f z, tti i i 't // 1 s W _ 6. PEDESTRIAN TRAFFIC SIGNAL POLE - - PARCEL LINE I-- I- --I 1 - -i / I Y_- r� ‘I \r TAX LOT 3100 i I i I I I VACATED PERORD. ii 4`` �, ] Z I(� p I �_I , I 1 r / I 1 "��� II �, r + 1 r ' 1 I 06-02,EXHIBIT A-11B-1, IIr ` 0 TRAFFIC SIGNAL POLE RIGHT OF WAY SEWER LATERAL PER CITY GIS i ' I I DOC.NO.2006-063125 [ +w I:" Z I r / , , NO TRESSPSSING` / I y f r 11 63 POWER METER - - - - - PREVIOUS RIGHT OF WAY LINE / r� I r , I I I r I I " r r z r / / , / I i 'PRIVATE PROPERTY, 1I , r ` RIM=3a6.64 O SIGN ON POST - - ORIGINAL PLAT LOT ; rrl o ' I I4 I i1 I f rrr I Nfl TRESSPSSING" I I r j"10 \\ 35. a- (/) I il rr / 1 II ; J I I /r i y\ I FOUND 518"I.R.,NO CAP II 7r �\ c jtss 0 SANITARY CLEANOUT - - EXISTING EASEMENT 30'1 r 1 \ .�_` \ \ I. I ` \ I .f 8 I `� co I t \ \ . y \ BENT$�TIED SPINHOLE V o y . us 1 It •` ••\ `� \ rt `` I `` N56°53'33"W a,11',SET IN[1] Al�t 12"CONC.PER CITY GIS ® SANITARY MANHOLE G UNDERGROUND GAS N ►t I `\ `' , • \.• N•• .\ \ \r / Eli CATCH BASIN C3HL OVERHEAD WIRE 3 \ y\ +� `,'- N87°23'05"W 166.36' \. so+ .• ` ` I`'\`� ' •"/ \R=25.aa' L=39.29' \\N"',..„,......„...._ N t < . tllu DITCH INLET P UNDERGROUND POWER I --� NOTHING VISIBLE < \ SD----�N87 23 a5'W 3.32 • . =9a a2 49 SS SANITARY SEWER MAIN / ' `r ' :// { I tl ` . RIM=3a4.2603 STORM DRAIN MANHOLE r ` \ �� ' - �' -?� sue_ -"y=�. �' - 0 ' t CW=$ 7°3S'3aNW 35.37" r !`. ,`� i i 12"LONG,PER CITY GIS �` IN" r `. 1 A UTILITY POLE - - - SANITARY SEWER PIPE RIM=293,46 63 y W = /` / r i `\ `<• GRAVEL M /r \t RIM=306.02 I I FIRE HYDRANT COM UNDERGROUND COMMUNICATION _ �� - ` T rI r - i r / � , ~� `I „`~ yy �. 1rt i ,\` f1 1 S.W. CLiNTO�V STREET ' w -_ ` 'w wei 0- .. IRRIGATION BOX ` r t --___, � + I t `• \. FO UNDERGROUND FIBER OPTIC / \ - I.> ' Q° '+ '. P`O \\ �\ {PUBLIC) +\ - - - -�-__ k - \ `, RIM=305,28 Ea WATER VALVE SD STORM DRAIN MAIN N RIM=293.50-� I ` T _ � \ ` ` \\ `��\ \`\ \\ `` ` ( ``T `} - - - [1] AS NOTED ON SURVEY NUMBER 30016 = = STORM DRAIN CULVERT G G }�` - G~t- t \\ `\ I �� _ FOUND Sr I.R.WNPC MARKED �'�G +t G` �. /o• . Q -RIML305.35 (#) DISTANCE PER LEGAL DESCRIPTION - - STORM DRAIN PIPE Comytr ""�, .., "NORTHWEST SURVEYING LLC", `ir ``, .' G �` G- pd �1 / rr'~ FLUSH S52°12'45"E 0.15',SET IN[1] /' \ i r'/ 'f '. r •`\ (#)[11 DATA AS NOTED ON SURVEY NUMBER 30016 - W WATER /' r _ / `y + l' r' C'•.�'JRB \ / S87°23'05"E 164.78' ;it V S87°23'05"E 5.aa'•"" �. "STOP" \\`. r°n ADS ADVANCED DRAINAGE SYSTEMS - - UNDERGROUND TRAFFIC WIRE 30 d 1 '/ / _� tt tt--�� t r `� , f +' - 'BUS"r I I CONC. CONCRETE 11 ,, i I FOUND 314"I.P.IN 4-112" <=r__ r -�• -° \ + II , i \ + 1 '0 R=25Aa' L=39.25' / "STOP'-5't +1 I DIA.CONC.,FLUSH 1 y i I ° ~- _____ y FOUND YELLOW PLASTIC CAP o •• CMP CORRUGATED METAL PIPE , y I i Say 1143'llll 0.82 - - I ' MARKED"O.S.H.D."IN 4-112' �\•. =8$ 5711 + tl I ' {Sa8°45'0a"4Y a.$4' 1I '"`� I + o • •• Otak 1 1 1 r )[ ] I + DIAMETER CONCRETE FLUSH ! CH=S42 24 31 E 35.34 DIA. DIAMETER o 1 1 ,,, I + r 7�_ + I 1 OLD RAN PER. ``� I I � I + - ' I + S44°21"3a"E0.29 1 I 1/, 1 i I 1 l r' �`\ I 1 t ° , " PARCEL 2,DOC. `` . `. If I i � DOC,NO.WASHINGTON COUNTY DOCUMENT NUMBER I r 11 1 1 I I + ,' \ Nfl BUILDINGS + {S36 5239E 0.27}[1] \\ j •`y'To/ , it. y 1 t t 1 , . I \ I \ r N0.79-042311 12"CMP i "; 1 `` .''�` \\ I `\ ►I Si\ I TRAFFIC ARROW SIGN Otak Inc.,808 SW FL FLOW LINE IE=290.2 �/' ' I i I / r1 "PRIVATE PROPERTY" II 'r , 'PRIVATE PROPERTY" �`• I <` il 3rd Avenue,Suite 800 Imo' I 1 <I r t I ` Portland,Oregon 7978204 5 . + I -���__ r GIS GEOGRAPHIC INFORMATION SYSTEM 9 ,/r I( I I y ` Ir 1 `. +t •, I �--�-T�,, Il,r, i '', PARCEL 9 y 'j ���� 01 ` Phone:(5wOw3)wotak6com I.P. IRON PIPE(INSIDE DIAMETER NOTED) t t ' 1 FOUND YELLOW PLASTIC CAP \ ` \ l p MARKED O.S,H,D, IN 4-112 DIA,I lir�y + f I 6960 SW CLINTON STREET `t J i\ CONC.a.2'BELOW GRADE I I \�' ss' , I.R. IRON ROD II I; ` TAX LOT 6100 +t I S40°57'49"E 0.29' r \` 4(7 PVC POLYVINYL CHLORIDE i j 1 "lilt 2`_- I3 � %4 ` 5 ` N. {S32°51'47"E 0.25')[1] I I 'I\ { N< pit 2 O F 2 \ 1 1 I �� ' \`/ . I 6 '`. I '.` 1 ' I \\\ RCP REINFORCED CONCRETE PIPE \'t I y y i I ! 7'= `\ tr �`I `I ram. • \\\ Sheet No. O tl y. \ yt, t -- 6 : . / �■ �`. ' 17 VACATED PER ORD. .,\ \\ RAN RIGHT OF WAY ,_�-'" fit. t 1 ` D6-02,EXHIBIT A- 1 `t En '� `\ I 4 W/YPC WITH YELLOW PLASTIC CAP \� I I tt,• t \r\ \\\ SEE SHEET 1 \`\. I DOC.N0.2006-fl63125 I i `. I CO z 1 �2 Project No. UTILITY DISCLAIMER SURVEY DISCLAIMER LOCATIONS OF UTILITIES SHOWN ARE THIS SURVEY WAS PREPARED BY THE CIVIL APPROXIMATE AND MAY NOT SHOW EVERY ENGINEER OR LAND SURVEYOR WHOSE UNDERGROUND UTILITY. EXERCISE EXTREME STAMP APPEARS ON THE DRAWING. THE CAUTION WHEN EXCAVATING AND TRENCHING. SURVEY IS INCLUDED FOR INFORMATION. IMMEDIATELY NOTIFY THE OWNER IF BORA ARCHITECTS IN NO WAY ASSUMES NOT TO SCALE - V 102 UNIDENTIFIED UTILITIES ARE DISCOVERED. RESPONSIBILITY FOR ITS ACCURACY. - - - BLOCK WASHINGTON COUNTY SURVEYORS OFFICE I 30' 1017) - "WEST PORTLAND HEIGHTS" I ACCEPTED FOR FILING: 2-`1-ZD2z Otak I S51°28'29"E 0.11' 12 30.00' S87°22'37"E 129.69'(129.69')[1] 6'WOOD FENCE 331 �„ 1o,s _ _ _ _ 3 4 2 5 3 Otak Inc.,808 SW (30.00')[1] , S87°22'37"E 97.69' 887°22'37"E 2.00' I 3rd Avenue,Suite 800 (2.00')[B] 13 [ FOUND MONUMENT TABLE Portland,Oregon 97204 4'CHAINLINK FENCE IN- 32 (1020 30' C) DESCRIPTION MARKINGS SET IN NOTES Phone:(503)287-6825 I 32' I - POOR CONDITION,0.0' _ " _ www.otak.com TO 0.5'NORTH OF LINE - -- -1..-- - - - - - - 1001 5/8"I.R.,NO CAP NONE [4] HELD AS IN[t] ai u _ 1007 1"I.P.,DOWN 0.2' NONE UNKNOWN S87°23'35"E 0.04' S87°25'S5"E 30.00' (S89°48'48"W 0.04'PER[1]) I 1010 14 c`"a 31 MOH.TO (30.00')[t] FOUND 5/8'I.R.WIYPC S87°23'35"E 0.05' / REGISTERED 5- - DOWN 0.3' (S89°48'48'W 0.05'PER[1]) PROFESSIONAL E� o> LAND SURVEYO4R G - _ YPC INN N 4 112'DIAMETER SUPPORTS S.W.CLINTON STREET LOCATION iy m - -� 1011 CONCRETE DOWN 0.2' "O.S.H.D." [51 BY DISTANCE CALCULATED FROM[1] P 3 0rsi I 15 1012 YPC IN 4 112"DIAMETER ^O.S.H.D" [5] °21'30'E 0.29' •' 30 CONCRETE,FLUSH (S36°52'39'E 0.27'PER[1]) OREGON ZO m - - - -- - - o� - - - - - ui °° 1013 518'I.R.WIYPC,FLUSH 'NORTHWEST [1] S52°12'45'E 0.15' NOVEMBER 12,2013 t� - ] LLC" MICHAEL D.SPELTS' 1014 314"I.P.IN 4 1/2'DIAMETER NONE UNKNOWNSOS°t,'43N 0.82' 87475PLS 16CONCRETE,FLUSH (S08°4600"W0.84'PER[1]) RENEWS:JUNE30,2022 ----- -- ----- - SURVEYING5 87°2OS"W 7.70' 1015 518"I.R.WIYPC,UP 0.1' "NORTHWEST [1] HELD S87°23'05"E 99.76'(99.76')[1] (7.70')[B] VARIES SURVEYING LLC" a - "NORTHWEST Z m 1... S87°23'05"E 88.75' (96.45')[t] \ 1016 5/8"I.R.W/YPC,DOWN 0.2 [1] HELD SURVEYING LLC" o tY I fV 17 S87°25'S5"E 33.30' 1017 5/8'I.R.AMC,DOWN 0.1' SURVEYING C" [1] S51°28'29"E 0.11' 0 rn W 28 0 41' MOH.TO�(33.30I[1] ] N- - - Et 6 - - - _ ^I^m 1018 5/8°I.R.,NO CAP,BENT NONE [1] N56°01'46"W 0.11' I- w PSG - - - - _ - WHERE TIED AT SPINHOLE Q eo v " 8, I ,” 18 " co 1019 5/8°I.R.WA'PC,FLUSH "NORTHWEST [1] HELD 0 - w �, SURVEYING LLC" in Z . a A05 27 e, i I o 1020 518"LR.W/YPC,FLUSH "OSHD" [5] HELD -I = Q :2'__ - - - �g 093 g UNKNOWN, S46°21'30"W 2.34'OF SET MONUMENT, Q2 I _.- 1N 1!2"I.P.TOP BENT NORTH, NpNE SHOWN ON N53°36'33"E 0.50'OF CORNER BLOCK 9 62 Z L11 IIIOG �G. - I TIED AT BEND DOWN 0.4' [4]d[7] SHOWN DASHED,(N59°30'15"E 0.40'PER[7]) Z = M 0 ;1' II hNZII l a 13GEL II - zNARRATIVE0 ¢ O '- 0 2.00'(2.00')]B] IPIC�� I W J 1-- W IMII THE PURPOSE OF THIS SURVEY IS TO RESOLVE THE EXTERNAL BOUNDARY OF VI- 30.00' [ II QLOTS 13 THROUGH 28 OF BLOCK 9,"WEST PORTLAND HEIGHTS"FOR LOT t(30.00')[1](6] I I I N o CONSOLIDATION PURPOSES AND SET MONUMENTS AT CORNERS REFLECTING N O -Q+ 19 I 20 I 21 I 22 23 w I I op RIGHT OF WAY DEDICATION DOCUMENT NO.2021-119534 RECORDED NOVEMBER N O f0_ U. : a I �� I 24 I 25 I 26 ca 30 15 0 30 15,2021.THESE LOTS ARE ALSO DESCRIBED AS PARCELS 5 THROUGH 8 IN o; 0 5 0 O cn RGEI I I BARGAIN AND SALE DEED TO SFP DARTMOUTH LLC RECORDED NOVEMBER 17, - 0 U w I PP ] I I 6.00'(6.00')[B] } W I 2008 AS DOCUMENT NO.2008-093405,WHICH INCLUDES RIGHT OF WAY VACATED ]-- z w ET I VACATED PER ORD.06-02,EXHIBITS 1018 I (35 00)[q] SCALE:1"=30' BY DOCUMENT NO.2006-063125(CITY OF TIGARD ORDINANCE NO.06-02),ALL OF Z IL F- W 0 t7 A-1 AND B•1,DOC.NO.20�-063125[AJ 1yWASHINGTON COUNTY RECORDS. Q csi Q ZR=25.00'L=11.53' T THE BEARINGS SHOWN ARE BASED ON THE OREGON STATE PLANE COORDINATE } }' Z 32 o I II SYSTEM,NORTH ZONE,NAD83(2011)WHICH CAN BE REPRODUCED BETWEEN w Y d csifl=26°26'03"' \ 41' REFERENCES MONUMENTS(1015)AND(1016)AS SHOWN.ALL DISTANCES SHOWN ARE GROUND U w (= O �. - •- N87°23'OS"W 177.48' CH=S56°19'27"W 11.43' �t• • R=25.00'L=39.29' \ [1] SN 30016 DISTANCES.THE ANGLES AND DISTANCES OF THE BOUNDARY WERE HELD PER >111 o (n Z Q = (6006) - - - - - y offs\ 4=90°02'49' SURVEY NUMBER 30016,AS MODIFIED BY DOCUMENTS NO.2006-063125 AND NO. u- f'�/ CO Q Q > U N87°2305"W 169.69'(169.69')[A] c, S. [2] SN 28789 2021-119534. O 1.` w d 7 4 ] - o, CH=S47°35'30"W 35.37' w w E., a �ly\ (L=39.29',R=25.00',D=90°02'49")[A] [3] SN 25380 SAID MONUMENTS(1015)&(1016)WERE HELD FOR THE EAST LINE OF LOTS 13-16. ¢ D (V I ft ee M o o LP �Q [4] SN 19416 MONUMENTS(1015)8(1019)WERE HELD FOR THE NORTH LINE OF LOT 28. $ [_- Q p / ^if S.W.CLINTON STREET M m I [5] OREGON STATE HIGHWAY (' 0 (� u THE CENTERLINE OF S.W.68TH AVENUE WAS HELD 30.00 FEET EASTERLY OF - " - - - DEPARTMENT MAP 9B-11-17 co 0 - n - - _ �_ [/ MONUMENT(1020)AND 39.95 FEET EASTERLY OF MONUMENT(1010)PER SN 30016. 0 (� - - - [6] PLAT OF"WEST PORTLAND THE WEST RIGHT OF WAY LINE OF S.W.68TH AVENUE WAS DEDICATED TO 41.00 im w IL j HEIGHTS",WASHINGTON FEET FROM CENTERLINE BY DOCUMENT NO.2021-119534 ON WHICH A _ 0 E o NO2°36'55'E 30.21 I 1 COUNTY RECORDS 0 = f- d 0 I ro MOH.TO � MONUMENT WAS SET AT THE INTERSECTION OF THE NORTH LINE OF LOT 28. [- (30.21')[1] V [7] SN 26669 FOR THE CENTERLINE OF S.W.CLINTON STREET DISTANCES WERE HELD FROM M Z 2 S87°23'05"E 164.78' 500 [A] CITY OF TIGARD VACATION MONUMENTS(1007)AND(1012)AS CONFIRMED BY DISTANCES FROM MONUMENTST. Z i/ 1013 I I I `I ORDINANCE 06-02 RECORDED (1001)(1010), 1011 AND(1020)ALL PER SN 30016.THE NORTH RIGHT OF WAY LINE Et H 1014 AS DOC.NO.2006-0631250 S52°12'45"E 0.15' OF S.W.CLINTON STREET WAS DEDICATED TO 32.00 FEET FROM CENTERLINE BY S05°11'43"E 0.82' ,c [B] DEDICATION DOC.NO. DOCUMENT NO.2021-119534. O 0 [- I I I I ,I I 2021-119534 RECORDED FOR THE RIGHT OF WAY CURVE AT THE NORTHWEST QUADRANT OF THE R=25LQ089o5TPb' 1011)11" t N• NOVEMBER 15,2021 INTERSECTION OF S.W.68TH AVENUE AND S.W.CLINTON STREET DISTANCES 0 30' I II II CH=S42°24'31"E 35.34' I FROM CENTERLINES AND CURVE DATA WERE HELD PER EXHIBITS A-1 AND B-1 OF 2LLI I I I I J LEGEND CITY OF TIGARD VACATION ORDINANCE 06-02 RECORDED AS DOC.NO. cq I I 2006-063125.MONUMENTS WERE SET ON SAID CURVE AT POINTS 41.00 FEET $ I S87°25'S5'E 39.80' 35' • FOUND MONUMENT AS SHOWN IN TABLE FROM CENTERLINE S.W.68TH AVENUE AND 32.00 FEET FROM CENTERLINE S.W. w[ �r - I I I I I MON.TO (39.86')[1] o 0 SET 5/8 INCH X 30 INCH IRON ROD WITH CLINTON STREET PER DOCUMENT NO.2021-119534. F, o . ® YELLOW PLASTIC CAP MARKED"OTAK INC" FOR THE PORTION OF THE CENTERLINE OF S.W.69TH AVENUE ADJOINING BLOCK '-� ,oi o o I I ' N c I I I I I O DATA AS SHOWN ON OR CALCULATED 12 DISTANCES FROM MONUMENTS(100,)AND(1007)PER SN 30016 WERE HELD. z o THERE IS AN ANGLE POINT IN THIS CENTERLINE AT THE S.W.CLINTON STREET v 0-- I I I I VACATED PER ORD.06-02,EXHIBITS I FROM REFERENCE CENTERLINE FOR WHICH THE ANGLE WAS HELD PER SN 30016 AS CONFIRMED BY W Z A-1 AND B-1,DOC.N0.2006-063125[A] I -x-FENCE LINE AS NOTED THE DISTANCE FROM MONUMENT(1016)PER SN 30016 MEASURED ALONG THE Z I I I I NORTH LINE OF LOT 13.THE EAST RIGHT OF WAY LINE OF S.W.69TH AVENUE WAS ] -� = I I I I CENTERLINE RIGHT OF WAY DEDICATED TO 32.00 FEET FROM CENTERLINE BY DOCUMENT NO.20AVEN 534 ON WHICH A MONUMENT WAS SET AT THE INTERSECTION WITH THE NORTH RIGHT -WI I Ii I (,1010}� DOC.NO. DOCUMENT NUMBER,WASHINGTON OF WAY LINE DESCRIBED ABOVE. 1 \ / COUNTY RECORDS�1007) I T - FOR THE NORTH LINE OF LOT 13 MONUMENT(1016)WAS HELD ALONG WITH THE I:, . BLOCK 12 I.P. IRON PIPE(INSIDE DIAMETER NOTED) DISTANCE FROM THE SOUTHWEST CORNER OF BLOCK 9 PER SN 30016.A .. zo "WEST PORTLAND HEIGHTS" S87°25'55"E 39.95] MONUMENT WAS SET AT THE INTERSECTION OF THIS LINE AND THE EAST RIGHT I MON.TO (39.95')[1] I I.R. IRON ROD OF WAY LINE DESCRIBED ABOVE. I I ORD. ORDINANCE IT IS UNKNOWN WHY MONUMENTS(1013)AND(1017)SET IN SN 30016 ARE OUT OF 19826.100 _ _ 1001 POSITION.OTHER FOUND MONUMENTS FROM SN 30016 FIT TOGETHER WELL AND � (R) RADIAL BEARING PROJECT NUMBER / THERE IS NO WAY TO HOLD(1013)AND(1017)ALSO WITHOUT SIGNIFICANT I 1N87°24'04"W 30.00' SN SURVEY NUMBER,WASHINGTON COUNTY CHANGES TO THE SHAPE OF THE BOUNDARY. / 1 ECORDS OTHER MON.TO (30.00')[1] S�0�R �N YPC YEL OW PLASTIC CAP BY STREEOTNMPROVEMENTSN ON SN 30016 APPEAR TO HAVE BEEN DESTROYED I©'2017 OTAK,INC. UTILITY DISCLAIMER SURVEY DISCLAIMER LOCATIONS OF UTILITIES SHOWN ARE THIS SURVEY WAS PREPARED BY THE CIVIL APPROXIMATE AND MAY NOT SHOW EVERY ENGINEER OR LAND SURVEYOR WHOSE UNDERGROUND UTILITY. EXERCISE EXTREME STAMP APPEARS ON THE DRAWING. THE CAUTION WHEN EXCAVATING AND TRENCHING. SURVEY IS INCLUDED FOR INFORMATION. IMMEDIATELY NOTIFY THE OWNER IF BORA ARCHITECTS IN NO WAY ASSUMES NOT TO SCALE - V 103 UNIDENTIFIED UTILITIES ARE DISCOVERED. RESPONSIBILITY FOR ITS ACCURACY. I 60 I 50 I 40 I 30 I 20 I 10 I 0 I GENERAL STRUCTURAL NOTES GENERAL CONCRETE FOUNDATIONS PREMANUFACTURED WOOD JOISTS CHAPTER 19 CONCRETE CONSTRUCTION SHALL CONFORM TO THE 2019 OSSC, . _ 1. THESE DRAWINGS ARE TO BE USED 1N CONJUNCTION WITH ALL ARCHITECTURAL,LANDSCAPE, 1. 1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON GEOTECHNICAL SITE 1. REFER TO"SUBMITTALS"NOTES FOR ALL SUBMITTAL REQUIREMENTS FOR WOOD JOISTS.CIVIL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS THAT COMPRISE THE CONTRACT 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. PORTLAND INVESTIGATION PREPARED BY COLUMBIA WEST ENGINEERING INC.DATED MARCH 31,2021. ALL 2. PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE,SERIES AND SPACING SHOWN ON THE _ DOCUMENTS FOR THIS PROJECT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE CEMENT SHALL BE TYPE 1 OR TYPE II CONFORMING TO ASTM C150 OR TYPE IL CONFORMING TO EXCAVATIONS,FOOTING CONSTRUCTION, AND PREPARATION OF THE SUBGRADE UNDER THE DRAWINGS. COORDINATION OF THE STRUCTURAL WORK WITH THAT OF ALL OTHER TRADES ON THIS ASTM C595. SLAB ON GRADE SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE PROJECT. 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER.ADMIXTURES USED TO GEOTECHNICAL REPORT AND THE PROJECT SPECIFICATIONS. 3. JOISTS SHALL BE MANUFACTURED BY TRUS JOIST INC.OR APPROVED EQUAL CONFORMING TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE APA EWS STANDARD PRI-400,PERFORMANCE STANDARD FOR APA EWS 1-JOISTS.PROPOSED 2. THE GENERAL STRUCTURAL NOTES ON THIS SHEET SHALL SERVE AS A SUPPLEMENT TO THE SPECIFIED MINIMUM CEMENT CONTENT.ADMIXTURES SHALL BE USED IN STRICT ACCORDANCE ALTERNATE SHALL PROVIDE EQUIVALENT OR BETTER STRENGTH,AND STIFFNESS PERFORMANCE PROJECT SPECIFICATIONS. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE WITH THE MANUFACTURER'S RECOMMENDATIONS.CALCIUM CHLORIDE SHALL NOT BE USED. 2. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR AN ALLOWABLE SOIL-BEARING WITHOUT CHANGING JOIST DEPTH AND SHALL BE COMPATIBLE WITH THE FIRE RATING OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. PRESSURE OF 2000 PSF(DEAD&LIVE LOAD)AND 2667 PSF (LOADS INCLUDING SEISMIC OR WIND). REQUIREMENTS OF THE PROJECT.ACCEPTABLE ALTERNATES SHALL HAVE ICC APPROVAL. TOP 3. IF NO DETAILS ARE PROVIDED FOR A PARTICULAR CONDITION,CONTRACTOR SHALL ASSUME 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS,OR 56 DAYS PENDING PRE-INSTALLATION AND BOTTOM CHORDS SHALL BE MANUFACTURED WITH MATERIALS THAT HAVE A MINIMUM BORA THAT THE CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. IN ALL SUCH CASES,THE CONFERENCE REVIEW OF POTENTIAL MIX DESIGNS,SHALL BE VERIFIED BY STANDARD 28-DAY 3. LATERAL FORCES SHALL BE RESISTED BY A COMBINATION OF FRICTION AND PASSIVE SOIL SPECIFIC GRAVITY EQUAL TO 0.50. CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION. CYLINDER TESTS PER ASTM C39 AND SHALL BE AS FOLLOWS: PRESSURES USING THE FOLLOWING VALUES: 4. THE JOISTS,JOIST ACCESSORIES AND SUPPORT HARDWARE(WEB STIFFENERS,INTER NAILING, ALL USES,UNO: 4000 PSI A. COEFFICIENT OF FRICTION: 0.35 HANGERS,ETC)SHALL BE DESIGNED TO RESIST THE LOADS AND DEFLECTIONS LISTED IN 4. WHEN A DETAIL IS SPECIFIED,THE CONTRACTOR SHALL APPLY THIS DETAIL IN ESTIMATING AND CONCRETE WALLS>8"THICK: 5000 PSI B. PASSIVE SOIL EQUIVALENT FLUID PRESSURE: 250 PSF/FT(NEGLECTING UPPER 6 INCHES OF "ENGINEERED WOOD PRODUCTS"NOTES. CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT REFERENCE IS MADE IN EVERY SOIL) 5. JOIST MANUFACTURER SHALL VISIT THE PROJECT JOB SITE AS REQUIRED TO VERIFY THAT JOIST LOCATION UNLESS SPECIFICALLY DIRECTED OTHERWISE ON THE DRAWINGS. 5. MAXIMUM ABSOLUTE WATER/CEMENT RATIOS FOR THE MIXES ON THIS PROJECT SHALL BE: 4. FOUNDATION CONDITIONS DURING CONSTRUCTION THAT DIFFER FROM THOSE DESCRIBED IN INSTALLATION COMPLIES WITH DESIGN INTENT AND SHALL PROVIDE A WRITTEN STATEMENT TO 7 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS INDICATED ON THESE Pc=4000 PSI: 0.50 TYP THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND/OR THE THE ARCHITECT VERIFYING COMPLIANCE WITH THE DESIGN. 7 Bora Architects,Inc. DRAWINGS WITH THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 0.40(AIR-ENTRAINED&SLAB ON GRADE) GEOTECHNICAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. Pc=5000 PSI: 0.45 6. JOIST MANUFACTURER SHALL OBTAIN LOAD AND LOCATION OF FIRE SPRINKLER LINES FROM 720 SW Washington,Suite 800 0.40(AIR ENTRAINED) 5. ALL ABANDONED FOOTINGS,UTILITIES,TANKS;ETC.,THAT INTERFERE WITH NEW CONSTRUCTION CONTRACTOR FOR USE IN DESIGN OF JOISTS. Portland,Oregon 97205 6. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS SHALL BE REMOVED. 7. THE HANGER TYPES SHALL BE CALLED OUT ON THE SHOP DRAWINGS,AND THE REQUIRED WITH MOISTURE SENSITIVE FLOOR COVERINGS. SUPPLIER IS TO ADJUST WATER/CEMENT RATIO HANGER FASTENERS SHALL BE CLEARLY DETAILED. 503.226.1 575 7. ALL SEQUENCES,METHODS AND PROCEDURES OF CONSTRUCTION SHALL BE THE AS REQUIRED TO ACCOMMODATE FLOOR COVERING SUPPLIER'S REQUIREMENTS. 8. I-JOISTS SHALL BE INDIVIDUALLY MARKED AS TO TYPE MATCHING THE SHOP DRAWING AND RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY www.bora.co PRECAUTIONS TO ENSURE AND MAINTAIN THE STABILITY AND INTEGRITY OF THE STRUCTURE 6. FLYASH CONFORMING TO ASTM C618(INCLUDING TABLE 2A)TYPE FOR C,MAY BE USED TO STRUCTURAL STEEL CALCULATION PACKAGE. THROUGH ALL STAGES OF CONSTRUCTION. THIS INCLUDES,BUT IS NOT LIMITED TO,TEMPORARY REPLACE UP TO 20%OF THE CEMENT CONTENT,BUT THE MIX DESIGN MUST BE SUBSTANTIATED 1. ALL WIDE FLANGE AND T-SHAPES SHALL CONFORM TO ASTM A992,GRADE 50. 9. 1-JOISTS SHALL BE BUNDLE WRAPPED TO PROTECT THEM FROM THE ELEMENTS PRIOR TO BRACING,SHORING FOR CONSTRUCTION LOADS,AND FORM WORK STABILITY. BY TEST DATA. SLAG CONFORMING TO ASTM C989,GRADE 100 OR 120 MAY BE USED TO REPLACE 2. C-SHAPES,MC-SHAPES,S-SHAPES,M-SHAPES,AND L-SHAPES SHALL CONFORM TO ASTM A36. INSTALLATION. EQUILIBRIUM A MINIMUM OF 40%OF THE CEMENT CONTENT,BUT THE MIX DESIGN MUST BE SUBSTANTIATED BY PLATES SHALL CONFORM TO ASTM A36 UNLESS NOTED AS ASTM A572,GRADE 50. 10. I-JOISTS SHALL BE STORED IN AN UPRIGHT POSITION ON STICKERS PRIOR TO INSTALLATION. 8. THE CONTRACTOR'S METHODS AND SEQUENCES SHALL TAKE INTO CONSIDERATION THE TEST DATA. 3. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B(Fy=35 KSI). 11. CONTRACTOR SHALL PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S ABBREVIATIONS E3 EFFECTS OF THERMAL MOVEMENT OF THE STRUCTURAL ELEMENTS DURING CONSTRUCTION. 7. AIR ENTRAINING ADMIXTURE CONFORMING TO ASTM C260 SHALL BE USED ON EXTERIOR 4. STRUCTURAL STEEL SQUARE OR RECTANGULAR TUBING SHALL CONFORM TO ASTM A500,GRADE RECOMMENDATIONS. HORIZONTAL SURFACES EXPOSED TO WEATHER OR HORIZONTAL SURFACES AT INTERIOR AND C(Fy=50 KSI). 9. RETAINING WALLS HAVE BEEN DESIGNED TO CANTILEVER FROM THEIR FOUNDATION. THEY ARE EXTERIOR SLABS THAT ARE EXPOSED TO MOISTURE.THE AMOUNT OF ENTRAINED AIR SHALL BE ENGINEERED COMPOSITE LUMBERS 5. STRUCTURAL STEEL HSS ROUND TUBING SHALL CONFORM TO ASTM A500,GRADE C(Fy=46 KSI). ABV ABOVE LL LIVE LOAD _ TO BE BACKFILLED PRIOR TO FRAMING BUILDING FLOORS THAT ARE ABOVE OR AT THE SAME 5%t 1%BY VOLUME. 1. ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER(I.E. ADDL ADDITIONAL LOCN LOCATION ELEVATION AS THE TOP OF WALL. TEMPORARY BRACING OF WALL TO SUPPORT WEIGHT OF MICROLAM),PARALLEL STRAND LUMBER(I.E.PARALLAM),AND LAMINATED STRAND LUMBER(I.E. 8. MIXING,TRANSPORTING,AND PLACING OF CONCRETE SHALL CONFORM TO ACI 304R-00 AND 6. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554,GRADE 36,UNLESS NOTED OTHERWISE. ALT ALTERNATE LLH LONG LEG HORIZONTAL BACKFILL IS NOT REQUIRED. TIMBERSTRAND)SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS,MANUFACTURED PROJECT SPECIFICATIONS.GLL YCNCRETE SURFACES AGAINST WHICH CONCRETEA IS TO BE ALUM ALUMINUM LLV LONG LEG VERTICAL PLACED SHALL BE THOROUGHLY CLEANED.LAITANCE AND STANDING WATER SHALL BE 7. ALL BOLTS SHALL CONFORM TO ASTM A325 AND RCSC SPECIFICATIONS AND SHALL BE SNUG BY TRUS-JOIST OR AN APPROVED EQUAL.THE FOLLOWING MINIMUM DESIGN PROPERTIES ARE TO ACI AMERICAN CONCRETE INSTITUTE LONGIT LONGITUDINAL REMOVED.NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS APPROVED IN TIGHT UNLESS NOTED OTHERWISE. BE USED. WRITING BY THE CONCRETE SUPPLIER IN CONJUNCTION WITH THE CONCRETE MIX DESIGN. 8. STRUCTURAL STEEL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AISC AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION INCORPORATED LVF LOW VELOCITY FASTENER DESIGN CRITERIA "SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR APA AMERICAN PLYWOOD ASSOCIATION MPT MAGNETIC PARTICLE TESTING 1. DESIGN IS BASED ON THE REQUIREMENTS OF THE 2018 INTERNATIONAL BUILDING CODE AND 2019 BUILDINGS"WITH"COMMENTARY AND AMENDMENTS",AND THE AISC"CODE OF STANDARD MODULUS OF ELASTICITY ALL FLEXURAL STRESS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS MFR MANUFACTURER V OREGON STRUCTURAL SPECIALTY CODE. 9. ALL REINFORCING BARS,EMBEDS,AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN PRACTICE,"WITH EXCEPTIONS NOTED IN SPECIFICATIONS. COMPOSITE LUMBER TYPE E(PSI) (PSO ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS MAX MAXIMUM ENGINEERS POSITION PRIOR TO PLACING CONCRETE.PROVIDE STANDARD BAR CHAIRS AND SPACERS AS - -- AWS AMERICAN WELDING SOCIETY MECH MECHANICAL 2. GRAVITY DEAD LOAD CRITERIA REQUIRED TO MAINTAIN CONCRETE PROTECTIONS SPECIFIED. 9. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.1 LATEST LSL 1,500,000 Z250 AB ANCHOR BOLT MTL METAL 16325 Boones Ferry Road,Su to 202 Lake Oswego,ROOF: 28 PSF EDITION.ELECTRODES FOR SHOP AND FIELD WELD SHALL CONFORM TO AWS A5.1 OR AWS A5.5, LVL 1,900,000 2,600 Oregon 97035 FLOORS: 32 PSF(LEVELS 2,3&4)AT APTS&CORRIDORS TO UNITS 10. CONCRETE OVER PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS:(SEE AC/318-14 AOR ARCHITECT OF RECORD MPH MILES PER HOUR Phone: 503.636.8388 SECTION 20.6 FOR CONDITIONS NOT NOTED.) CLASS E70XX.THE WPS VARIABLES SHALL BE WITHIN THE BOUNDARIES SET BY THE FILLER METAL PSL 2,000,000 2,900 ARCH ARCHITECT,ARCHITECTURAL DRAWINGS MIN MINIMUM 32 PSF(LEVELS 2,3&4)AT CORRIDOR TO ELEVATOR LOBBY MANUFACTURER.SUBMIT SPECIFICATIONS OR PROPOSED SUBSTITUTE FILL METAL FOR WWW.Ec1UILIBRIUMLLC.COM A. CONCRETE CAST AGAINST AND PERMANENTLY APPROVAL.ALL SURFACES THAT ARE TO BE WELDED SHALL BE FREE OF MATERIALS THAT WOULD AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL MISC MISCELLANEOUS IN CONTACT WITH GROUND: 3" PREVENT PROPER WELDING(INCLUDING PRIMER AND GALVANIZING)UNLESS APPROVED BY THE FLEXURAL STRESS NOTED ABOVE IS FOR A 12 INCH MEMBER.DEEPER MEMBERS SHALL BE db BAR DIAMETER (N) NEW 6 3. GRAVITY LIVE LOAD CRITERIA ENGINEER OF RECORD.UNLESS NOTED OTHERWISE,ALL WELDS SHALL BE 1/4"FILLET AND SHALL DESIGNED FOR REDUCED STRESSES PER MANUFACTURER'S REQUIREMENTS. BM BEAM NOM NOMINAL 6 ROOF Ur: 20 PSF UNREDUCIBLE(SEE SNOW SECTION BELOW FOR ROOF B. CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: BE BY AWS CERTIFIED WELDERS. 2. ALTERNATES: BLW BELOW NWT NORMAL WEIGHT CONCRETE ,�(tU C T URq SNOW LOADS) BARS#6 AND LARGER: 2" A. ALTERNATE PRODUCTS MUST HAVE CURRENT ICC APPROVAL. BTWN BETWEEN NIC NOT IN CONTRACT 5 Z FLOOR(APARTMENTS): 40 PSF REDUCIBLE BARS#5 AND SMALLER: 1-12" 10. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT B. CALCULATIONS OF PROPOSED ALTERNATE PRODUCTS MUST BE SEALED BY THE PRODUCT BLKG BLOCKING NTS NOT TO SCALE ���D PROFFs FLOOR(COMMON AREA): 100 PSF UNREDUCIBLE C. CONCRETE NOT EXPOSED TO WEATHER DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS ENGINEER AND SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD AT LEAST 10 DAYS BOTT BOTTOM NO NUMBER C.- �N 9 02 10/c5 STAIRS: 100 PSF UNREDUCIBLE 19402 OR IN CONTACT WITH GROUND: TO LOCATION,TYPE OF SPLICE AND CONNECTION TO BE MADE. PRIOR TO BID DATE. B.O. BOTTOM OF oc ON CENTER 4. SEISMIC LOADS:ANALYSIS PROCEDURE PER EQUIVALENT LATERAL FORCE PROCEDURE PER SLABS&WALLS-#11 BAR AND SMALLER: 3/4" BOF BOTTOM OF FOOTING OPP OPPOSITE 11. ALL COMPLETE-JOINT-PENETRATION WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A C. ALTERNATE PRODUCTS MUST BE OF THE SAME DEPTH AND SAME ON-CENTER SPACING AS t�.t. ASCE 7-16 SECTION 12.8. BN BOUNDARY NAILING OD OUTSIDE DIAMETER 11. REINFORCING STEEL FOR CONCRETE SHALL BE ASTM A615 GRADE 60 FOR DEFORMED BARS. MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 40 DEGREES F. THE SPECIFIED PRODUCTS. O GO / RISK CATEGORY II C/P BUILDINGST PP PARTIAL PENETRATION WELD 0, 2 WELD TYPE REINFORCING STEEL SHALL CONFORM TO ASTM A 706 GRADE 60.REINFORCING BARS 12. ALL PERMANENTLY EXPOSED STEEL SHAPES,PLATES,ANCHOR BOLTS AND BOLTS SHALL BE HOT- D. ALTERNATE PRODUCTS MUST MEET OR EXCEED THE SPECIFIED PRODUCTS IN MOMENT, y SITE CLASS C SHALL NOT BE TACK WELDED,WELDED,HEATED OR CUT UNLESS INDICATED ON THE CONTRACT CIP CAST IN PLACE PART PARTITION 9 ✓Or 2 2,10 0<(DIPPED GALVANIZED,UNLESS NOTED OTHERWISE.SURFACES OF GALVANIZED SHAPES,PLATES SHEAR,REACTION,AND El.IN ADDITION,THE ALTERNATE PRODUCTS MUST MEET ALL CG CENTER OF GRAVITY PERIM PERIMETER q0 • SEISMIC DESIGN CATEGORY D DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. OR ANCHOR BOLTS TO RECEIVE A PAINTED FINISH SHALL BE PREPARED IN ACCORDANCE WITH OTHER REQUIREMENTS AS LISTED ABOVE. P. QUESE CL CENTERLINE PLCS PLACES SS=0.868g SDS=0.695g 12. WELDING REINFORCEMENT BARS,WHEN APPROVED BY THE STRUCTURAL ENGINEER,SHALL ASTM D-6386-10. CLR CLEAR PL PLATE L�rues z ainozz SI=0.395g SDI=0.395g CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.4,LATEST EDITION.E70XX 13. ANY HOLES OR CUTS MADE FOR CONTRACTOR'S PURPOSE FOR TRANSPORTATION,ERECTION OR GLUED LAMINATED MEMBERS COL COLUMN PVC POLYVINYL CHLORIDE ELECTRODES SHALL BE USED IN WELDING A706 REINFORCING BARS TO A36 STRUCTURAL STEEL. GALVANIZING SHALL BE REPAIRED TO MEET ORIGINAL DETAILING DESIGN INTENT WITHOUT THE COP COMPLETE JOINT PENETRATION LBS POUNDS IMPORTANCE FACTOR le=1.0 HOLES. 1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD RX(EAST-WEST DIRECTION)=Ry(NORTH-SOUTH DIRECTION)=6.5(A 15=LIGHT-FRAME 13. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TO THE A190.1,AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER,OR CONC CONCRETE PCF POUNDS PER CUBIC FOOT (WOOD)WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RECOMMENDATIONS OF THE CURRENT A.C.I.DETAILING MANUAL ACI COMMITTEE 315. OTHER CODE APPROVED DESIGN,MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES. CONN CONNECTION PSF POUNDS PER SQUARE FOOT RESISTANCE PER ASCE 7-16 TABLE 12.2-1) 14. GROUT SHALL BE NON-METALLIC,NON-SHRINK GROUT CONFORMING TO THE PERFORMANCE EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK OR ACCOMPANIED BY A CONST CONSTRUCTION PSI POUNDS PER SQUARE INCH OVERSTRENGTH FACTOR,OMEGA=2.5(3-0.5 FOR FLEXIBLE DIAPHRAGMS) REQUIREMENTS OF ASTM C1107,GRADES B AND C,THE ARMY CORP OF ENGINEERS CRD C621, SAWN LUMBER CERTIFICATE OF CONFORMANCE.ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY CONT CONTINUOUS PAF POWER-ACTUATED FASTENER DEFLECTION AMPLIFICATION FACTOR CD=4 GRADES B AND C,AT A FLUID CONSISTENCY OVER A 30-MINUTE WORKING TIME AND ANSI/NSF 61 1. SAWN LUMBER SHALL CONFORM TO WESTERN WOOD PRODUCTS ASSOCIATION OR WEST COAST AFTER TRIMMING IN EITHER SHOP OR FIELD.BEAMS SHALL BE WESTERN SPECIES INDUSTRIAL CJ CONTROL JOINT PT PRESSURE TREATED REDUNDANCY FACTOR:E/W&N/S DIRECTION RHO=1.0 APPROVED.GROUT SHALL BE MASTERFLOW 928 OR APPROVED EQUIVALENT GROUT SHALL HAVE LUMBER INSPECTION BUREAU GRADING RULES. (HIDDEN),OR ARCHITECTURAL(EXPOSED)OR PREMIUM,APPEARANCE CLASSIFICATION,AND OF DL DEAD LOAD R,RAD RADIUS A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI AS VERIFIED PER ASTM C827 TEST THE STRENGTH INDICTED BELOW. DBA DEFORMED BAR ANCHOR REF REFERENCE BASE SHEARS: 2. ALL SAWN LUMBER SHALL BE KILN DRIED.ALL LUMBER IN CONTACT WITH CONCRETE OR CMU METHODS.PREGROUTING OF BASE PLATES WILL NOT BE PERMITTED. SHALL BE PRESSURE TREATED,UNLESS AN APPROVED MOISTURE BARRIER IS PROVIDED. DC DEMAND CRITICAL REINF REINFORCING X-DIRECTION(EAST-WEST DIRECTION)=404K,CSX=0.107 DTL DETAIL READ REQUIRED Y-DIRECTION(NORTH-SOUTH DIRECTION)=404K,CSY=0.107 15. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE FOR THE REQUIRED DIAG DIAGONAL REQMTS REQUIREMENTS SEISMIC LOAD RESISTING SYSTEM(SLRS):THE SLRS FOR THE COMPLETED STRUCTURE IS 3. SPECIES AND GRADES OF THE VARIOUS COMPONENTS SHALL BE. CAMBERS/SLOPES. COMBINATION FLEXURAL MODULUS OF DIA,0 DIAMETER RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS A. 2 TO 4"NOMINAL THICK: DF-LARCH NO.2,Fb=900 PSI SYMBOL USE STRESS Fb ELASTICITY LIGHT-FRAMED WOOD SHEAR WALLS. REFERENCE SHEETS S201 FOR SHEAR WALL PLANS 16. CONDUIT OR PIPE SIZE(OD)SHALL NOT EXCEED 30 PERCENT OF SLAB THICKNESS AND SHALL BE HORIZ.SHEAR DIM DIMENSION RET RETURN AND DETAILS. PLACED BETWEEN TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED B. 5"NOMINAL AND GREATER: DF-LARCH NO.1,Fb=1350 PSI (SPECIES) (PSI) (PSI) STRESS,Fy(PSI) DWG DRAWING RO ROUGH OPENING OTHERWISE.CONCENTRATION OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE EN EDGE NAIL SCHED SCHEDULE 5 24F-V4(DF/DF) SIMPLE 2,400 1,800.000 240 5 DETAILED OPENINGS ARE PROVIDED. C. SILL PLATES: PT DOUG FIR NO.2,Fb=900 PSI ELEC ELECTRICAL SLRS SEISMIC LOAD RESISTING SYSTEM 5. WIND LOADS: 17. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE PRIOR TO PLACING D. POSTS: OF-LARCH NO.1,Fb=1200 PSI CONT.OR EL ELEVATION SN SILL NAILING BASIC WIND SPEED(3 SEC.GUST): VULT=97 MPH CONCRETE.CORING THROUGH CONCRETE IS NOT PERMITTED.NOTIFY THE STRUCTURAL E. T&G DECKING: DF-LARCH COMMERCIAL DEX,Fb=1450 PSI. 24F-V8(DEICE) CANT. 2,400 1,800.000 240 EMBED EMBEDMENT SIM SIMILAR EXPOSURE: B ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 4. ALL FRAMING HARDWARE SUCH AS CLIPS,HANGERS AND STRAPS SHALL BE MANUFACTURED BY ._L--..-_._-_-.-L.____ EOR ENGINEER OF RECORD SOG SLAB ON GRADE RISK CATEGORY II 18. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT TILE FINISH SHALL SIMPSON STRONGTIE UNO.HARDWARE INSTALLATION SHALL CONFORM TO MANUFACTURER'S EQ EQUAL SC SLIP CRITICAL Kzt=1.0;Kd=0.85;Ke=1.0;Kz=0.83 BE APPROVED BY THE TILE MANUFACTURER BEFORE USE. DIRECTIONS.ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL AND 2. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON GLT OR AS APPROVED BY STRUCTURAL (E) EXISTING SP SPECIAL Gcpi=+/-0.18(PER ASCE 7-16,TABLE 26.13-1) SHALL OUTLINE WHICH HARDWARE IS BEING REPLACED AND THE SUBSTITUTED HARDWARE. ENGINEER. EXP EXPANSION SPEC SPECIFICATION COMPONENTS AND CLADDING(LRFD WIND LOAD)(BASED ON ASCE 7-16 EQ 30.4-1): 19. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE,THE EXISTING CONCRETE CLEARLY INDICATE LOAD CAPACITIES ON SUBSTITUTED HARDWARE.HANGERS NOT SHOWN SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM I/4"AMPLITUDE. 3. ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. EXT EXTERIOR SQ SQUARE WITHIN 18 FEET OF MORE THAN 18 FEET AWAY SHALL BE SIMPSON U-TYPE OR B-TYPE OF SIZE RECOMMENDED FOR THE MEMBER. F.O. FACE OF SS STAINLESS STEEL 4. FIELD NOTCHING AND BORING OF BEAMS NOT ALLOWED UNLESS APPROVED BY STRUCTURAL BUILDING CORNER FROM BUILDING CORNER FN FIELD NAILING STD STANDARD 20. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES,UNLESS NOTED OTHERWISE. ENGINEER. 5. ALL NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND CONFORM TO (FV) FIELD VERIFY SSMA STEEL STUD MANUFACTURER'S ASSOCIATION 20 PSF INWARD 20 PSF INWARD 5. COLUMNS SHALL BE WESTERN SPECIES FRAMING,INDUSTRIAL(HIDDEN),ARCHITECTURAL 27 PSF OUTWARD -22 PSF OUTWARD ASTM F1667,"STANDARD SPECIFICATION OF DRIVEN FASTENERS:NAILS,SPIKES,AND STAPLES" FIN FINISH STRUCT STRUCTURAL 21. VERIFY ALL BLOCKOUTS WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL AND PLUMBING AND NER-272"POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF BUILDING (EXPOSED),PREMIUM APPEARANCE CLASSIFICATION WITH COMBINATION SYMBOL 3 OR 5. FLR FLOOR SYM SYMMETRICAL REQUIREMENTS. CONSTRUCTION."NAILING NOT SHOWN SHALL BE AS INDICATED ON OSSC TABLE 2304.10.1 OR FT FOOT THRU THROUGH 22. LAP ALL REINFORCING BARS IN ACCORDANCE WITH THE LAP SPLICE SCHEDULE ON THIS SHEET NER-272.THE FOLLOWING NAIL SIZES SHALL BE USED: PREMANUFACTURED WOOD ROOF TRUSS SYSTEMS FTG FOOTING T&G TONGUE AND GROOVE 1. DESIGN OF PREMANUFACTURED WOOD ROOF TRUSSES SHALL BE THE CONTRACTOR'S FDNUNLESS NOTED OTHERWISE RESPONSIBILITY.DESIGN SHALL CONFORM TO THE PROFILES SHOWN AND REQUIREMENTS OF GAL GALVANIZED ZED T O.B TOP AND BOTTOM 6. SNOW LOAD CRITERIA: THE OSSC,SECTION 2303.4 AND THE RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE, GALV GALVANIZED T O. TOP OF SHANK DIAMETER MINIMUM PENETRATION GA GAUGE TOS TOP OF SLAB NAIL TYPE INCORPORATED.THE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS SHOWING LAYOUT AND Pg=10 PSF(USED TO DETERMINE DRIFT LOADS) (N) INTO FRAMING MEMBER(IN.) ANY DETAILING NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE STRUCTURE.THE GL GLULAM TOW TOP OF WALL TYPICAL FOOTING,WALL,SLAB,AND PILASTER LAP Pf=25 PSF(20 PSF FLAT ROOF SNOW LOAD+5 PSF RAIN SURCHARGE)AT MECHANICAL WELLS SPLICE LENGTH SCHEDULE(IN.) SHOP DRAWINGS SHALL INDICATE THE SIZE,SPACING AND GRADE OF ALL MEMBERS AND SHALL HSS HOLLOW STRUCTURAL SECTION TRANS TRANSVERSE Ps=Cs x Pf=25 PSF(SLOPED ROOF SNOW LOAD+5 PSF RAIN SURCHARGE)AT SLOPED ROOFS 6d 0.113 1.25 BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT.IN ADDITION TO HORIZ HORIZONTAL TYP TYPICAL Ce=1.0 BAR 4000 PSI 5000 PSI 8d 0.131 1.5 SELF WEIGHT AND LOADS INDICATED ON THE PLANS,THE PREMANUFACTURED WOOD ROOF IN INCH UT ULTRASONIC TESTING Is=1.0 SIZE 10d 0.148 1.625 TRUSS SYSTEM SHALL BE DESIGNED TO RESIST THE FOLLOWING MINIMUM LIVE AND DEAD ID INSIDE DIAMETER UNO UNLESS NOTED OTHERWISE Ct=1.0 CASE 1 CASE 2 CASE 1 CASE 2 -- -- LOADS: INSP INSPECTION VERT VERTICAL Cs=1.0 #3 19 28 17 25 12d 0.148 1.625 INT INTERIOR WWF WELDED WIRE FABRIC/REINFORCEMENT 7. RETAINING WALLS(ASSUMES 40 PCF-UNRESTRAINED(EQUIVALENT FLUID PRESSURE) #4 25 37 22 33 16d(BOX/SINKER) 0.148 1.625 JOIST TOP CHORD: SNOW LOAD=25 PSF DL=28 PSF IBC INTERNATIONAL BUILDING CODE WPS WELDING PROCEDURE SPECIFICATION DRAINED CONDITIONS): 62 PCF-RESTRAINED(EQUIVALENT FLUID PRESSURE) #5 31 48 28 42 16d(COMMON) 0.162 1.625 JOIST BOTTOM CHORD: LL=10 PSF DL=10 PSF ICC INTERNATIONAL CODE COUNCIL WF WIDE FLANGE PASSIVE PRESSURE: 305 PCF 2. HANGING LOADS AND LOCATIONS FROM FIRE SPRINKLER LINES GREATER THAN 2"DIAMETER K KIPS w/ WITH #6 37 56 34 50 SHALL BE OBTAINED FROM THE FIRE SPRINKLER CONTRACTOR BY THE TRUSS MFR& KLF KIPS PER LINEAR FOOT w/i WITHIN 4 SEISMIC LOAD: 10H^2 LB/FT AT UNRESTRAINED WALLS #7 54 81 49 73 6. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 818.2.1-1981 AND SHALL BE INCORPORATED INTO THE TRUSS DESIGN. KSF KIPS PER SQUARE FOOT w/o WITHOUT 4 25H^2 LB/FT AT RESTRAINED WALLS INSTALLED WITH CUT WASHERS.ROLLED THREADS ON BOLTS ARE PROHIBITED. 8. DESIGN STORY DRIFT 4: 1.56 INCHES(N/S DIRECTION) #8 62 93 56 83 7. NOTCHES AND HOLES IN SAWN LUMBER SHALL CONFORM TO 2019 OSSC SECTIONS 2308.4.2.4 AND 3. TRUSSES SHALL BE DESIGNED TO SUPPORT THE SNOW DRIFT LOADING IDENTIFIED ON THE KSI KIPS PER SQUARE INCH WP WORK POINT DRAWINGS IN ADDITION TO THE BASIC SNOW LOAD.TRUSSES SHALL BE DESIGNED FOR A NET LINT LIGHTWEIGHT CONCRETE 1.45 INCHES(E/W DIRECTION) #9 70 105 63 94 2308.7.4. WIND UPLIFT OF 10 PSF UNLESS OTHERWISE NOTED ON THE DRAWINGS. #10 79 118 70 105 8. ALL ANCHOR BOLTS,FASTENERS,AND ASSOCIATED FRAMING HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED. 4. MANUFACTURER SHALL DESIGN AND FURNISH ALL WOOD FRAMING CONNECTIONS NECESSARY #11 87 131 78 117 TO TRANSMIT DESIGN LOADS,INCLUDING SEISMIC AND WIND LOADS,TO THE BEARING AND SUBMITTALS 9. DECKING IN CORRIDORS HAS BEEN DESIGNED TO ACCOMMODATE 1-HOUR OF FIRE RESISTANCE SHEAR WALL SUPPORTS.MANUFACTURER SHALL PROVIDE BRIDGING AS REQURIED. SHEET INDEX 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT IN ACCORDANCE WITH PROJECT NOTES' PER 2018 NDS,CHAPTER 16. MANUFACTURER SHALL VISIT THE JOB SITE AS REQUIRED TO VERIFY PROPER INSTALLATION OF SPECIFICATIONS FOR THE FOLLOWING STRUCTURAL ITEMS: A. -CASE 1 APPLIES TO BAR WITH CLEAR COVER z ONE BAR DIAMETER AND MINIMUM SPACING TRUSSES AND SHALL PROVIDE A WRITTEN STATEMENT TO THE ARCHITECT VERIFYING ♦^ A. CONCRETE MIX DESIGNS(SUBMIT TEST REPORTS SUBSTANTIATING STRENGTH OF TWO BAR DIAMETERS ON CENTER. COMPLIANCE WITH THE DESIGN. SOO1 GENERAL STRUCTURAL NOTES&SHEET INDEX v OR PROVIDE INCREASED REQUIRED STRENGTH COMPLIANT W/ACI 318-14 WOOD STRUCTURAL PANELS 5. DESIGN SHALL ALSO CONFORM TO THE FOLLOWING MINIMUM DEFLECTION CRITERIA: S002 SPECIAL INSPECTIONS AND TESTING Z CHAPTER 26.4.3,26.4.4,ACI 301,AND ACI 214R TWO WEEKS PRIOR TO POUR). -CASE 2 APPLIES TO BAR WITH CLEAR COVER>_ONE BAR DIAMETER AND MINIMUM SPACING 1. THE TERM"WOOD STRUCTURAL PANEL"REFERS TO A WOOD-BASED PANEL PRODUCT BONDED OF ONE BAR DIAMETER ON CENTER. WITH A WATERPROOF ADHESIVE. INCLUDED UNDER THIS DESIGNATION ARE BOTH PLYWOOD A. U240(ROOF DEAD LOAD+LIVE OR SNOW LOAD) S003 SPECIAL INSPECTIONS AND TESTING(CONY) B. CONCRETE REINFORCEMENT iim AND ORIENTED STRAND BOARD(OSB). WOOD STRUCTURAL PANELS SHALL CONFORM TO US B. L/360(ROOF LIVE OR SNOW LOAD) 'w C. STRUCTURAL STEEL B. LENGTHS SHOWN ARE FOR CLASS B TENSION LAP SPLICES. S004 LOADING PLANS v, DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARDS PS1 OR PS2 FOR WOOD-BASED D. EMBEDDED STEEL ITEMS C. FOR TOP BARS,CAST ABOVE 12"ON CONCRETE,MULTIPLY LAP LENGTHS ABOVE BY 1.3. STRUCTURAL USE PANELS,OR APA PERFORMANCE STANDARD PRP-108(ICC ESR-2586). S 1OO FOUNDATION AND SLAB ON GRADE PLAN E. GLUED-LAMINATED MEMBERS ENGINEERED WOOD PRODUCTS '^ D. WHERE 2 OR MORE BARS ARE BUNDLED TOGETHER,MULTIPLY LAP LENGTHS ABOVE BY 2. PANELS SHALL BE APA RATED SHEATHING OR APA RATED STURDI-FLOOR,EXTERIOR OR 1. INCLUDES ENGINEERED WOOD PRODUCTS INCLUDING,BUT NOT LIMITED TO THE FOLLOWING S 101 FIRST FLOOR&FIRST FLOOR MEZZANINE FRAMING PLANS CO TRUS JOIST PRODUCTS: I- 2. SHOP BRIDRAWINGS,DESIGN TOR-PROSAND STRUCTURAL ELEMENTS HAFARTDE IGSIGNAND 1.33. S102 SECOND FLOOR FRAMING PLAN FABRICATION OF CONTRACTOR-PROVIDED STRUCTURAL ELEMENTS THAT ARE DESIGNED BY EXPOSURE 1,OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PANELS SHALL TJI JOISTS,MICRAM LVL,PARALLAM PSL,AND TIMBERSTRAND LSL. Z OLL OTHERS SHALL BE SUBMITTED TO THE ARCHITECT IN ACCORDANCE WITH THE PROJECT BE STAMPED WITH APA TRADEMARK. S1O3 THIRD FLOOR FRAMING PLAN ^/ W SPECIFICATIONS. THE SUBMITTALS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED 22. SHORING AND RESHORING: 3. WHERE PANELS ARE SPECIFIED AS"PLYWOOD"ON DRAWINGS,ONLY PLYWOOD PANELS WILL BE 2. IN ADDITION TO SELF WEIGHT,THE ENGINEERED WOOD PRODUCTS SHALL BE DESIGNED FOR THE li STRUCTURAL ENGINEER IN THE STATE WHERE THE PROJECT OCCURS. CALCULATIONS SHALL BE SHORING AND RESHORING DESIGN IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL ACCEPTED. FOLLOWING LOADS PLUS ANY SPECIAL LOADS SUCH AS MECHANICAL,SNOWDRIFT,AND BRACE S104 FOURTH FLOOR FRAMING PLAN INCLUDED FOR ALL MEMBERS AND CONNECTIONS,UNLESS SPECIFIED OTHERWISE ON THE CONFORM TO ACI 347R-14.SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED 4. ALL ROOF AND FLOOR SHEATHING SHALL BE APPLIED WITH FACE GRAIN PERPENDICULAR TO LOADS SHOWN ON THE DRAWINGS: r , a. S105 ROOF FRAMING PLAN V DRAWINGS AND SHALL BE BASED ON THE INFORMATION CONTAINED IN THE"DESIGN CRITERIA" BEFORE CONCRETE STRENGTH IS AT LEAST 70%OF DESIGN STRENGTH,AS DETERMINED BY SUPPORTS UNLESS NOTED OTHERWISE ON DRAWINGS.A 1/8"GAP SHALL BE MAINTAINED A. 40 PSF FLOOR LIVE LOAD NOTES INCLUDING SEISMIC AND WIND FORCES.CONNECTIONS TO THE STRUCTURAL MEMBERS FIELD CURED CYLINDERS.ADDITIONAL SHORING SHALL NOT BE REMOVED SOONER THAN THE BETWEEN PANELS AT PANEL ENDS AND EDGES. B. 30 PSF FLOOR DEAD LOAD S110 SECOND, THIRD&FOURTH FLOOR SHEATHING&NAILING PATTERN PLAN J WHICH INDUCE TORSION ONTO THE STRUCTURAL FRAME SHALL RESOLVE THE TORSIONAL FOLLOWING: C. 100 PSF ROOF LIVE LOAD AT MECHANICAL WELLS S111 ROOF SHEATHING&NAILING PATTERN PLAN W FORCES AND ARE TO BE PROVIDED BY THE CONTRACTOR AS PART OF THE BIDDER-DESIGNED 5. ROOF,WALL,&FLOOR SHEATHING SHALL HAVE BLOCKING AT ALL JOINTS TYPICAL. D. 30 PSF ROOF DEAD LOAD S201 FIRST FLOOR SHEAR WALL PLAN W WORK. 6. NAILING NOT INDICATED ON DRAWINGS SHALL BE AS INDICATED IN 2019 OSSC TABLE 2304.10.1. E. 15 PSF PARTITION LIVE LOAD 3 FOR THIS PROJECT DEFERRED,SUBMITTALS ARE REQUIRED FOR: ALL NAILS SHALL BE COMMON NAILS EXCEPT USE RING SHANK FOR ROOF SHEATHING. ELEMENT MINIMUM REMOVAL TIME S202 SECOND FLOOR SHEAR WALL PLAN F. 20 PSF NET WIND UPLIFT 7. BLOCKING SHALL BE NAILED TO SUPPORT MEMBERS WITH A MINIMUM OF 16d NAILS AT 4"oc.SUB- 3. DESIGN SHALL ALSO CONFORM TO THE FOLLOWING MINIMUM DEFLECTION CRITERIA: S203 THIRD FLOOR SHEAR WALL PLAN A. ALL STOREFRONT SYSTEMS 12 HR CUMULATIVE WITH 50°F FLOOR PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES MEETING APA O B. PREMANUFACTURED WOOD JOISTS WALLS AND PILASTERS SURROUNDING TEMPERATURE SPECIFICATION AFG-01 OR ASTM D3498.TONGUE AND GROOVE PANELS SHALL ALSO BE GLUED AT A. U480(FLOOR LIVE LOAD) S204 FOURTH FLOOR SHEAR WALL PLAN Z C. PREMANUFACTURED WOOD ROOF TRUSS SYSTEMS THE T&G JOINT.SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR B. L/360(FLOOR DEAD LOAD+LIVE LOAD)OR(ROOF LIVE OR SNOW LOAD) S210 PARTIAL STAIR PLANS&DETAILS D. CONTINUOUS ROD HOLDOWN SYSTEM,INCLUDING SHRINKAGE COMPENSATING VERTICALLY. C. L/240(ROOF DEAD LOAD+LIVE OR SNOW LOAD) DEVICES 4. BOTH THE SHOP DRAWINGS AND THE CALCULATIONS MUST BE SEALED BY A PROFESSIONAL S211 PARTIAL STAIR PLANS&DETAILS 8. SEE SHEETS S101-BIOS FOR FLOOR AND ROOF SHEATHING THICKNESS.SEE SHEETS S110 AND IT IS THE INTENT THAT THE SHOP DRAWINGS AND CALCULATIONS WILL BE PREPARED E. STAIRS THAT ARE NOT CONSTRUCTED OF WOOD. 23. CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS AND INTERSECTING WALLS.AT SLAB S111 FOR FLOOR AND ROOF SHEATHING NAILING PATTERN PLANS. SEE SHEETS S201-S204 FOR ENGINEER. S401 CONCRETE DETAILS 2 d' F. GUARDRAILS&HANDRAILS AND WALL OPENINGS PROVIDE A MINIMUM OF TWO#5 BARS OVER,UNDER AND AT THE SIDES OF WALL SHEATHING THICKNESS&NAILING REQUIREMENTS. UNDER THE DIRECT SUPERVISION OF THE PRODUCT MANUFACTURER'S IN-HOUSE PROFESSIONAL 0 O G. FALL PROTECTION SYSTEMS AND CONNECTIONS TO STRUCTURE THE OPENINGS.EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24"PAST THE OPENING. ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT RESIDES.THE ENGINEER MUST S402 CONCRETE DETAILS H. SHIPS LADDER AND ELEVATOR PIT LADDERS PROVIDE ONE#5 FOR SINGLE-LAYER REINFORCING AND TWO#5 FOR DOUBLE-LAYER HAVE REVIEWED ALL APPLICABLE CONSTRUCTION DOCUMENTS FOR CONFORMITY OF DESIGN S403 CONCRETE DETAILS V REINFORCING,4'-0"LONG,DIAGONALLY AT EACH CORNER OF ALL OPENINGS.REFER TO TYPICAL AND INSTALLATION OF THE ENGINEERED WOOD PRODUCTS. _ d I. MSE RETAINING WALLS DETAILS FOR LOCATION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS.SLAB BARS S404 CONCRETE DETAILS U IX J. SUSPENDED CEILINGS,INCLUDING BRACING&ANCHORAGE SHALL BE HOOKED INTO WALLS,OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB 5. THE MANUFACTURER'S REPRESENTATIVE SHALL VISIT THE SITE AND REVIEW THE INSTALLATION Q K. MECHANICAL,ELECTRICAL,PLUMBING,AND FIRE SPRINKLER EQUIPMENT REINFORCING.PROVIDE TWO#4,4'-0"LONG DIAGONALLY AT EACH RE-ENTRANT CORNER IN S5O1 STEEL DETAILS Q SEISMIC BRACING&ANCHORAGE. SLABS.PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING. OF ITS PRODUCTS.ONCE IT IS DETERMINED THAT THE PRODUCTS ARE INSTALLED PER THE S502 STEEL DETAILS _ 0LLI MANUFACTURER'S RECOMMENDATIONS,THE REPRESENTATIVE SHALL SUBMIT AN INSTALLATION I- REVIEW AND LIFETIME WARRANTY LETTER TO THE ENGINEER OF RECORD AND THE S503 STEEL DETAILS 3. ANY ALTERNATE DETAILS OR MATERIAL SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL 24. HEADED SHEAR STUDS SHALL BE NELSON HEADED CONCRETE ANCHORS(OR APPROVED EQUAL) CONTRACTOR. BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BEAR THE SEAL AND SIGNATURE OF AND SHALL CONFORM TO ASTM A108.DEFORMED BAR ANCHORS(D.B.A)SHALL BE NELSON,TYPE CONTINUOUS ROD HOLDOWN SYSTEM S600 WOOD DETAILS A REGISTERED STRUCTURAL ENGINEER IN THE STATE WHERE THE PROJECT OCCURS. D2L OR APPROVED EQUAL AND SHALL BE MADE FROM LOW CARBON STEEL CONFORMING TO S601 WOOD DETAILS ASTM A496.STUDS AND D.B.A.SHALL BE AUTOMATICALLY END-WELDED WITH THE 1. CONTINUOUS ROD HOLDOWN SYSTEM WITH TAKE-UP DEVICES SHALL BE DESIGNED TO LIMIT TOTAL 4. DURINGUTI THE SHOP DRAWING REVIEW PROCESS,A THE CONTRACTORAI L,ELECTRICAL SHALL COORDINATE ALL VERTICAL DISPLACEMENT OF THE SYSTEM TO LESS THAN 0.2 INCHES PER FLOOR. S602 WOOD DETAILS ROUTING,SEISMIC BRACING AND ANCHORAGES OF MECHANICAL, AND PLUMBING MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. EQUIPMENT,DUCTWORK AND PIPING WITH THE STRUCTURAL ELEMENTS SPECIFIED ON THE 2. THE CONTINUOUS ROD TIEDOWN SYSTEM SHALL BE RESTRAINED BY BEARING PLATES AT EACH S603 WOOD DETAILS DRAWINGS.CONFLICTS OF THIS WORK WITH STRUCTURAL ELEMENTS,INCLUDING WALLS, 25. EXPANSION BOLTS SHALL BE SIMPSON STRONG-BOLT 2(ICC ESR-3037)OR APPROVED STORY.SHRINKAGE COMPENSATING DEVICES SHALL BE PROVIDED AT EACH RESTRAINT LOCATION. S604 WOOD DETAILS BRACES AND BRIDGING,SHALL BE IDENTIFIED AND REVIEWED WITH THE ARCHITECT PRIOR TO SUBSTITUTE UNLESS NOTED OTHERWISE IN DETAILS.EXPANSION BOLTS SHALL BE INSTALLED IN 3. TENSION ROD,COMPRESSIONS POSTS,BEARING PLATES,AND SHRINKAGE COMPENSATING RELEASING SHOP DRAWINGS FOR FABRICATION.ANY CONNECTIONS TO STRUCTURE SHALL STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS.DO NOT CUT DEVICES SHALL BE DESIGNED BY THE HOLDOWN SYSTEM MANUFACTURER.SEE PLANS AND S605 WOOD DETAILS CONFORM TO ASCE 7-16 CHAPTER 13 AND SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION.EXPANSION BOLTS SHALL FOUNDATION DETAILS FOR MINIMUM REQUIREMENTS WHERE TIEDOWN SYSTEM TERMINATES AT THE STATE WHERE THE PROJECT OCCURS,AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR BE APPROVED BY ICC FOR USE IN CRACKED CONCRETE.ALL EMBEDMENT DEPTH CALLOUTS TO FABRICATION. FOUNDATION. SHALLBE CONSIDERED NOMINAL EMBEDMENT DEPTH PER MANUFACTURER UNLESS NOTED OTHERWISE. ERWISE. 4. SKIPPING STORIES,WHERE BEARING PLATES ARE OMITTED AT INTERMEDIATE FLOORS THAT RESULT IN MULTIPLE STORIES BEING TIED TOGETHER,IS PROHIBITED. 2 26. EPDXY ADHESIVE SHALL BE IN SET-XP(ICC ESR-2508)EPDXY OR APPROVED SUBSTITUTE CALCULATIONS AND SHOP DRAWINGS MEETING ALL OF THE ABOVE REQUIREMENTS SHALL BE 2 UNLESS NOTED OTHERWISE IN DETAILS.EPDXY ADHESIVE SHALL BE INSTALLED IN STRICT 5. SUBMITTED AND PROVIDED BY THE MANUFACTURER OF THE CONTINUOUS ROD TIEDOWN SYSTEM CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS.DO NOT CUT REINFORCING IN FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NEW OR EXISTING CONCRETE DURING INSTALLATION.EPDXY ADHESIVE SHALL BE APPROVED BY ICC FOR USE IN CRACKED CONCRETE.ALL EMBEDMENTS SHOWN ARE PER EFFECTIVE Hef 6. DRAWINGS PROVIDED BY THE MANUFACTURER SHALL SPECIFY THE PROPRIETARY COMPONENTS VALUES PER MANUFACTURER UNLESS NOTED OTHERWISE. OR SYSTEMS. 7. THE STRONG-ROD ANCHOR TIEDOWN SYSTEM BY SIMPSON STRONG-TIE IS THE BASIS OF DESIGN. 27. CONCRETE SCREW ANCHORS SHALL BE SIMPSON TITEN HD(ICC ESR-2713)OR APPROVED SUBSTITUTIONS MUST HAVE EQUIVALENT LOAD CAPACITY BASED ON RELIABLE PUBLISHED TESTING SUBSTITUTE UNLESS NOTED OTHERWISE IN DETAILS.SCREW ANCHORS SHALL BE INSTALLED IN DATA OR CALCULATIONS,AND THE SUBSTITUTION REQUEST MUST BE APPROVED BY THE EOR PRIOR STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS.DO NOT CUT TO DESIGN. REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION.SCREW ANCHORS SHALL 8. SEE THE DEFERRED SUBMITTAL SECTION FOR ADDITIONAL INFORMATION. BE APPROVED BY ICC FOR USE IN CRACKED CONCRETE.ALL EMBEDMENT DEPTH CALLOUTS SHALL BE CONSIDERED NOMINAL EMBEDMENT DEPTH PER MANUFACTURER UNLESS NOTED OTHERWISE. MARK DATE DESCRIPTION 28. PERMANENTLY EXPOSED STRUCTURAL STEEL SHAPES,EMBEDDED PLATES,ANGLES(INCLUDING LEDGER ANGLES)AND ANCHOR BOLTS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED.NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR Issued: 12/15/2021 ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. 29. EPDXY REPAIR ADHESIVE: EPDXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO-COMPONENT, LIQUID EPDXY WITH NON-SAG CONSISTENCY AND A LONG POT LIFE.THE EPDXY ADHESIVE Drawn By: M F SHALL BE SUITABLE FOR USE ON DRY OR DAMP SURFACES.EPDXY SHALL MEET THE REQUIREMENTS OF A TYPE IV BONDING SYSTEM WITH A MINIMUM TENSILE STRENGTH OF 7,000 Reviewed By: EQ PSI. HOLE SIZE AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE APPROVED EVALUATION REPORT REQUIREMENTS.DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. 30. ALL CAST-IN-PLACE CONCRETE CONSTRUCTION SHALL BE PERFORMED WITHIN THE TOLERANCES Copyright 20071 b360r20 SET FORTH IN ACI 117. --- 1 1 PERMIT SET o_a GENERAL STRUCTURAL NOTES & SHEET INDEX O N N N O CV sool 60 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 10 I 0 SPECIAL INSPECTIONS AND TESTING STATEMENT OF SPECIAL INSPECTION NOTES: CONCRETE-SPECIAL INSPECTIONS -- 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2019 OSSC,CONTRACT DOCUMENTS AND APPROVED SUBMITTALS.REFER TO SPECIAL INSPECTION AND TESTING TABLES FOR PROJECT REQUIREMENTS. SYSTEM OR MATERIAL OSSC CODE CODE OR STANDARD FREQUENCY(NOTE 6) REMARKS REFERENCE REFERENCE 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF CONTINUOUS PERIODIC ASTM E329(MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER AND ARCHITECT A COPY OF THEIR SCOPE OF SPECIAL INSPECTIONS OF CONCRETE SHALL CONFORM TO ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1(1)OF AWS GENERAL 1705.3 ACI 318:26.13 THE REQUIREMENTS OF SECTION 1705.3 OF THE IBC AND D 1.1. 1901.6 SECTION 26.13 OF ACI 318 ACI 318:CH.20, 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE REINFORCING STEEL PLACEMENT 1901.5.2 25.2,25.3, X REINFORCING TO COMPLY WITH ALL CODE PROTECTION, BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 26.6.1-26.6.3,26.13.3.3 SPACING AND TOLERANCE LIMITS BORA WELDING REINFORCING STEEL 4. THE SPECIAL INSPECTOR AND GEOTECHNICAL ENGINEER SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,STRUCTURAL 1.VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER 1705.3.1 ENGINEER,ARCHITECT,CONTRACTOR,AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL THAN ASTM A706 1705.3.2 AWS D1.4 X 7 INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION 2.INSPECT SINGLE-PASS FILLET WELDS,MAXIMUM 5/16"FILLET 1903.1 ACI 318:26.6.4 X 7 Bora Architects,Inc. REPORTS HAVE BEEN CORRECTED. 1903.2 3.ALL OTHER REINFORCING STEEL WELDING, X 720 SW Washington,Suite 800 5 QUALITY ASSURANCE(QA)IS REQURIED FOR STRUCTURAL STEEL ITEMS PER AISC 360 AND 341 UNLESS SPECIFICALLY NOTED OTHERWISE.QUALITY CONTROL(QC)TO ALL CAST-IN-PLACE ANCHORS/BOLTS SHALL BE VISUALLY Portland,Oregon 97205 BE PROVIDED BY THE FABRICATOR,ERECTOR OR OTHER RESPONSIBLE CONTRACTOR AS APPLICABLE.CONTRACTOR AND SPECIAL INSPECTOR TO DOCUMENT INSPECTED.REFERENCE STEEL INSPECTIONS FOR 503.226.1575 QUALITY CONTROL AS REQUIRED IN AISC 360 SECTION N3 AND AISC 341 SECTION J2. INSPECTANCHORSBOLTS CAST IN CONCRETE ACI 318:17.8.2 X ADDITIONAL INSTALLATION,MATERIAL AND WELDING INSPECTIONS OF STEEL ITEMS EMBEDDED IN CONCRETE (HEADED STUDS,DBA's, ETC.) www.bora.co 6 INSPECTION TYPES: -- CONTINUOUS:THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE1904.2 ACI 318:CH.19,26.4.3,VERIFYING USE OF REQUIRED MIX DESIGN(S) 1904. X EQUILIBRIUM THE WORK IS BEING PERFORMED. 26.4.4 PERIODIC:THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN ASTM C172 PRIOR TO CONCRETE PLACEMENT,FABRICATE CONCRETE THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. CONCRETE SPECIMENS FOR TESTING ASTM C31 X SPECIMENS FOR TESTING.SEE THE CONCRETE TESTING ACI 318:26.5,26.12 _ TABLE FOR ADDITIONAL INFORMATION OBSERVE:OBSERVE THESE FUNCTIONS ON A RANDOM,DAILY BASIS.OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS. - ACI 318:26.5, CONCRETE PLACEMENT X PERFORM:INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. 26.13.3.2(a) CONCRETE CURING 1908.9 ACI 318:26.5.3-26.5.5, X VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURES 26.13.3.3 AND TECHNIQUES 7 PERFORM INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE ITEM FOR TEN WELDS TO BE MADE BY A GIVEN WELDER,WITH THE WELDER DEMONSTRATING ACI 318:26.11.1.2(b), SPECIAL APPLY TO SHAPE,LOCATION AND UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS,THE PERFORM DESIGNATION OF THIS TASK SHALL BE VERIFICATION OF FORMWORK 26.16..11.3.3 X SPECIAL DIMENSIONS INSPECTIONSO THE CONCRETE SHAMEMPE, BEING FORMED REDUCED TO OBSERVE,AND THE WELDER SHALL PERFORM THIS TASK.SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK,THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE INSPECTION TASKS LISTED. ALL NON-STRUCTURAL EMBEDDED ITEMS,SUCH AS CONDUITS, ENGINEERS EMBEDDED ITEMS IN CONCRETE X PIPES AND SLEEVES,SHALL BE REVIEWED FOR CONFORMANCE WITH STRUCTURAL DOCUMENTS FOR SIZE, 8 SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE ICC REPORT AND MANUFACTURER'S INSTALLATION SPACING,LOCATION,EDGE DISTANCE AND TRIM REINFORCING 16325 Boones Ferry Road,Suite 202 REQUIREMENTS.ANCHOR INSTALLERS SHALL BE QUALIFIED AS REQUIRED BY JURISDICTION REQUIREMENTS. Lake Oswego, Oregon 97035 -- INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. REINFORCING STEEL MECHANICAL COUPLERS,TERMINATORS AND ICC EVALUATION 7 Phone: 503.636.8388 FORMSAVERS REPORTS I X WWW.EQUILIBRIUMLLC.COM - SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE ANCHORS WERE INSPECTED PER 6 APPROVED ANCHOR EVALUATION REPORT. 6 9 TESTING ABBREVIATIONS: U U q NDT-NON-DESTRUCTIVE TESTING 7V--.4Gi c�E� PROFF <ICONCRETE- TESTINGNE 065 C.J.P.-COMPLETE JOINT PENETRATION SYSTEM OR MATERIALROSSCEFS CODE CODE OR STANDARD FREQUENCY(NOTE 6) REMARKS 19402 9MT-MAGNETIC PARTICLE TESTING REFERENCE REFERENCE �7r j RBS-REDUCED BEAM SECTION I l -c CONCRETE STRENGTH 1705.3 ASTM C39 OR GO / 10 DOCUMENT(D):INDICATES CONTRACTOR AND SPECIAL INSPECTOR TO PROVIDE DOCUMENTATION IN ACCORDANCE WITH AISC 341. CONCRETE SLUMP ASTM C172 ASTM C143 EACH 150 CY NOR LESS THAN EACH 5000 /� ASTM C 31 SF OF SLAB OR WALL PLACED EACH FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED. o ✓6/ 2 2.�s9 0�� CONCRETE AIR CONTENT ACI 318 26.12, ASTM C231 SHIFT O A QUES�� CONTRACTOR RESPONSIBILITY: CONCRETE TEMPERATURE AC!318 26.5 ASTM C1064 EXPIRES 12/31/2022 EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND-OR SEISMIC-FORCE-RESISTING SYSTEM,DESIGNATED SEISMIC SYSTEM OR A WIND-OR SEISMIC- RESISTING COMPONENT LISTED THE TABLES SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT.THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: STEEL-SPECIAL INSPECTIONS OSSC CODE CODE OR STANDARD INSPECTION(NOTES 5 AND 6) ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. SYSTEM OR MATERIAL REFERENCE REFERENCE - REMARKS CONTINUOUS/ PERIODIC/ 1. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. PERFORM OBSERVE CONTRACTOR TO PROVIDE QUALITY CONTROL FOR ALL ITEMS CONTRACTOR QUALITY CONTROL REQUIREMENTS AISC 360 CHAPTER N X X INDICATED TO BE OBSERVED AND/OR PERFORMED IN TABLE BELOW 2. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION,THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE STEEL FABRICATION REPORTS. FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.1 AISC 360 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS 3. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S)EXERCISING SUCH CONTROL AND THEIR POSITION(S)IN THE ORGANIZATION. ASTM A6 5 1505.2.1 ASTM STANDARDS C 2203.1 SPECIFIED IN 5 MATERIAL VERIFICATION OF STRUCTURAL STEEL COMPONENTS TABLE 1705.2 CONSTRUCTION X CERTIFIED MILL TEST REPORTS DOCUMENTS GENERAL-SPECIAL INSPECTIONS AISC 360 A3.1 AISC 360 N3.2 OSSC CODE CODE OR STANDARD FREQUENCY(NOTE 6) - SYSTEM OR MATERIAL REFERENCE REFERENCE REMARKS AISC 360 A3.3 CONTINUOUS 1 PERIODIC AISC 360 N3.2 SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL LOAD- MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS,NUTS,AND 1705.2.1.2 ASTM STANDARDS BEARING MEMBERS AND ASSEMBLIES FABRICATED ON THE WASHERS AISC 360 N5 SPECIFIED IN X MANUFACTURER'S CERTIFIED TEST REPORTS PREMISES OFA FABRICATOR'S SHOP,SPECIAL INSPECTIONS TABLE 1705.2-2 CONSTRUCTION FABRICATORS 1705.10 1704.2.5 SHALL BE PERFORMED DURING FABRICATION.PERFORMING DOCUMENTS SPECIAL INSPECTIONS IS NOT REQUIRED,WHERE RCSC 2.1 FABRICATOR HAS BEEN APPROVED AS AN APPROVED AISC 360 A3.4 FABRICATOR,PER SECTION 1704.2.5.1. AISC 360 N3.2 SPECIAL INSPECTION REQUIREMENTS FOR DEFERRED MATERIAL VERIFICATION OF ANCHOR BOLTS AND THREADED RODS ASTM STANDARDS X MANUFACTURER'S CERTIFIED TEST REPORTS SUBMITTAL ITEMS,INCLUDING REQUIREMENTS FOR SPECIFIED IN DESIGNATED SEISMIC SYSTEMS IN ACCORDANCE WITH OSSC CONSTRUCTION DEFERRED SUBMITTALS X SECTION 1705.12.4 IF APPLICABLE,TO BE SPECIFIED BY THE DOCUMENTS SYSTEM ENGINEER AND INCLUDED WITH DEFERRED SUBMITAL AISC 360 A3.5 DOCUMENTS. 1705.2.1.1 AISC 360 N3.2 -_ MATERIAL VERIFICATION OF WELD FILLER METALS TABLE 1705.2-5 APPLICABLE AWS A5 X MANUFACTURER'S CERTIFIED TEST REPORTS CERTIFICATES OF COMPLIANCE,REPORTS OF PRE- DOCUMENTS SUBMITTALS TO THE BUILDING OFFICIAL 1704.5 X CONSTRUCTION TESTS,OR REPORTS OF MATERIAL PROPERTIES SHALL BE SUBMITTED TO THE BUILDING STRUCTURAL STEEL WELDING OFFICIAL. VERIFYING USE OF PROPER WPS'S 1705.2.1 AISC 360 N3.2 RETAIN A RECORD OF WELDING PROCEDURE SPECIFICATIONS POST INSTALLED ADHESIVE ANCHORS WITH SUSTAINED TENSION AWS D1.1 LOADS INSTALLED HORIZONTALLY OR AT AN UPWARD INCLINE IN X VERIFYING WELDER QUALIFICATIONS AWS D1.1 X RETAIN A RECORD OF QUALIFICATION CARDS HARDENED CONCRETE. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS X POST INSTALLED MECHANICAL ANCHORS AND ADHESIVE ANCHORS - -- 4 (EXCLUDING CONDITIONS NOTED ABOVE)IN HARDENED CONCRETE X MULTIPASS FILLET WELDS X 4 SINGLE PASS FILLET WELDS GREATER THAN 5/16" TABLE 1705.2-6 AWS D1.1 CLAUSE 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.16.9 PLUG AND SLOT WELDS X SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16" X SOILS/GEOTECHNICAL-SPECIAL INSPECTIONS j WELDING STAIR AND RAILING SYSTEMS 1705.2(2.5) AWS D1.1 CLAUSE 6 X ALL WELDS VISUALLY INSPECTED PER AWS CODE OR CONTI PERIODIC VERIFICATION OF JOINT&CONNECTION DETAILS INCLUDING MEMBER FREQUENCY OSSC CODE NUOUS (NOTETABLE 1705.2-7 AWS D1.1 X SYSTEM OR MATERIAL STANDARDS REMARKS AND COMPONENT LOCATIONS,BRACING,AND STIFFENERS REFERENCE REFERENCE SPECIAL INSPECTIONS APPLY TO DECKING TYPE,DEPTH AND / !CC EVALUATION GAUGE,POWER ACTUATED FASTENERS,SCREWS, v INSTALLATION OF ROOF DECKING 1705.1.1 X SOILS REPORT PROPRIETARY SIDE SEAM ATTACHMENTS,AND BUTTON VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO PUNCHES AND SHEAR CONNECTORS ACHIEVE THE DESIGN BEARING CAPACITY i X HIGH-STRENGTH BOLTING VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE X SNUG-TIGHT BOLT INSTALLATION RCSC SPECIFICATION X ALL CONNECTIONS VISUALLY INSPECTED AND VERIFIED SNUG Con REACHED PROPER MATERIAL FOR STRUCTURAL _._ -------- ------ PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL PRETENSIONED BOLT INSTALLATION USING TURN-OF-THE-NUT METHOD 1705.2.1 JOINTS USING ASTM ALL CONNECTIONS VISUALLY INSPECTED. CONNECTIONS MATERIALS 1705.E BY THE GEOTECHNICAL ENGINEER ♦^ GEOTECHNICAL X WITH MATCH MARKING,DIRECT TENSION INDICATOR METHOD,OR TABLE 1705.2-2 A325 OR A490 BOLTS X USING DIRECT TENSION INDICATORS,ALL BOLTS SHALL BE �/ REPORT - TWIST-OFF TYPE TENSION CONTROL BOLT METHOD AISC 360 M2-5 SECTION 9 INSPECTED AFTER SNUGGING AND AFTER PRETENSIONING VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT THICKNESSES - I- X AISC 360 N5-6 AISC 360 SECTION O DURING PLACEMENT AND COMPACTION OF COMPACTED FILL 1 PRETENSIONED BOLT INSTALLATION USING TURN-OF-THE-NUT METHOD M2.5 X ALL CONNECTIONS VISUALLY INSPECTED Z I WITHOUT MATCH MARKING OR CALIBRATED WRENCH METHOD W PRIOR TO PLACEMENT OF COMPACTED FILL,INSPECT SUBGRADE AND X VERIFY THAT SITE HAS BEEN PREPARED PROPERLY INSPECTION TASKS PRIOR TO BOLTING MECHANICALLY STABILIZED EARTH(MSE)RETAINING WALLS j MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER CL BY THE GEOTECHNICAL ENGINEER:. ;MATERIALS X SPECIAL INSPECTIONS APPLY TO VERIFYING MODULAR UNIT FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS X I LU PRODUCT NAME,TYPE,AND DIMENSIONS,FOUNDATION GEOTECHNICAL AND [PROPER FASTENERS SELECTED FOR THE JOINT DETAIL(GRADE,TYPE, INSTALLATION 1705.1 ICC EVALUATION X PREPARATION,MODULAR UNIT PLACEMENT,INCLUDING !BOLT LENGTH,IF THREADS ARE TO BE EXCLUDED FROM THE SHEAR X W REPORTS ALIGNMENT AND INCLINATION,GEOSYNTHETIC I PLANE) 0 3 REINFORCEMENT PRODUCT NAME,TYPE,AND PLACEMENT, PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL AISC 360 X 3 BACKFILL PLACEMENT AND COMPACTION,AND DRAINAGE I 1705.2.1.2 5 N .6-1 PROVISIONS. CONNECTING ELEMENTS<INCLUDING THE APPROPRIATE FAYING TABLE 1705.2-2 AISC TABLE N360 .6-I5 O SURFACE CONDITION AND HOLE PREPARATION,IF SPECIFIED,MEET X z APPLICABLE REQUIREMENTS PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION C SOILS/GEOTECHNICAL- TESTING PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER X ASSEMBLIES AND METHODS USED L fX OSSC CODE CODE OR STANDARD FREQUENCY(NOTE 6) PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASHERS AND OTHER SYSTEM OR MATERIAL REMARKS X 0 O REFERENCE REFERENCE FASTENER COMPONENTS CONTINUOUS PERIODIC INSPECTION TASKS DURING BOLTING Ce = 0 VARIES; FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED IN ALL Q GEOTECHNICAL AISC 360 X Q REPORT OR MINIMUM HOLES AND WASHERS(IF REQUIRED)ARE POSITIONED AS REQUIRED Q TABLE N5.6-2 FILL IN-PLACE DENSITY OR PREPARED SUBGRADE DENSITY PER OSSC APPENDIX X BY THE GEOTECHNICAL ENGINEER JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE AISC M2.5 en J107.5,WHICHEVER PRETENSIONING OPERATION 1705.2.1.2 RCSC SPECIFICATION X Ce I- IS GREATER FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED TABLE 1705.2-2 FOR STRUCTURAL 1705.E j JOINTS USING ASTM X FROM ROTATING A325 OR A490 BOLTS VARIES; FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SECTION 9 CLASSIFICATION AND SPECIFICATION,PROGRESSING SYSTEMATICALLY FROM THE MOST X MATERIAL VERIFICATION TESTING OF X BY THE GEOTECHNICAL ENGINEER RIGID POINT TOWARD THE FREE EDGES CONTROLLED FILL MATERIALS INSPECTION TASKS AFTER BOLTING DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS 1705-2.1.2 AISC 360 X TABLE 1705.2-2 TABLE N5.6-3 1705.E REFERENCE SPECIFICATIONS FOR TEST ELEMENTS 1705.7 PERFORMANCE VARIFICATION AND BY THE GEOTECHNICAL ENGINEER. PROOF LOAD TESTING REQUIREMENTS STEEL- TESTING 2 2 SYSTEM OR MATERIAL OSSC CODE CODE OR STANDARD FREQUENCY(NOTE 6) REMARKS REFERENCE REFERENCE STEEL ULTRASONIC(UT)TESTING OF WELDS 1705.2.1 AWS D1.1 6.13&6.14.3 ALL C.J.P.WELDS 5/16"AND THICKER REQUIRE UT TESTING. PRE-CONSTRUCTION TESTING OF WELDING STUDS,WELDED 1705.2.1 AWS D1.1 7.7.1 EACH SIZE AND TYPE OF STUD/BAR THIS TESTING PERFORMED BY CONTRACTOR AND CONFIRMED REINFORCING BARS AND DBA'S EACH SHIFT BY SPECIAL INSPECTOR. STUD/DBA APPLICATION QUALIFICATION 1705.2.1 AWS D1.1 7.6 NON-PREQUALIFIED APPLICATIONS THIS TESTING PERFORMED BY CONTRACTOR AND CONFIRMED BY SPECIAL INSPECTOR. RCSC SPECIFICATION. FOR STRUCTURAL I EACH COMBINATION OF DIAMETER, PRE-INSTALLATION VERIFICATION OF PRETENSIONED HIGH STRENGTH 1705 21 JOINTS USING ASTM LENGTH,GRADE,AND LOT TO BE USED MARK DATE DESCRIPTION BOLTS A325 OR A490 BOLTS IN THE WORK SECTION 7 Issued: 12/15/2021 Scale: 12"=1'-0" Drawn By: MF Reviewed By: EQ Copyright 20071 b360r20 1 1 PERMIT SET a_a SPECIAL INSPECTIONS co in AND TESTING 0 N N N 0 S002 60 50 I 40 I 30 I 20 I 10 I 0 60 I 50 I 40 I 30 I 20 I 10 I 0 SPECIAL INSPECTIONS AND TESTING (CONT) WOOD-SPECIAL INSPECTIONS — SYSTEM OR MATERIAL OSSC CODE CODE OR STANDARD FREQUENCY(NOTE 6) REMARKS REFERENCE REFERENCE CONTINUOUS PERIODIC WOOD -REQUIRED STRUCTURAL SPECIAL INSPECTIONS FABRICATION OF PREFABRICATED STRUCTURAL ELEMENTS 1705.5 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS. 1. FABRICATION OF HIGH-LOAD DIAPHRAGMS: A.VERIFY STRUCTURAL PANEL GRADE AND THICKNESS 1705.5.1 TABLE X 2305.2(2) BORA B.VERIFY NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL 1705.5.1 X EDGES C.VERIFY NAIL OR STAPLE DIAMETER AND LENGTH,NUMBER OF FASTENER LINES AND SPACING BETWEEN FASTENERS IN EACH LINE 1705.5.1 X 7 AND AT EDGE MARGINS ICC EVALUATION SPECIAL INSPECTIONS APPLY TO HOEDOWN ANCHOR SIZE 7 Bora Architects,Inc. PREFABRICATED WOOD SHEAR PANELS 1705.5 1704.2.5 REPORT X AND PLACEMENT,INCLUDING EMBEDMENT LENGTH,SPACING, 720 SW Washington,Suite 800 AND EDGE DISTANCE. g VERIFY TEMPORARY INSTALLATION OF RESTRAINT/BRACES Portland,Oregon 97205 METAL PLATE CONNECTED WOOD TRUSSES SPANNING 60 FT OR 1705.5.2 X AND PERMANENT INDIVIDUAL TRUSS MEMBERS 503.226.1575 GREATER RESTRAINT/BRACES ARE INSTALLED IN ACCORDANCE WITH APPROVED TRUSS SUBMITTAL. www.bora.co WOOD-REQUIRED SEISMIC RESISTANCE INSPECTIONS FIELD GLUING OF DIAPHRAGM AND SHEAR WALL ELEMENTS 1705.12.2 X EQUILIBRIUM CONNECTIONS FOR DIAPHRAGM CHORDS,COLLECTORS,BRACING,AND 1705.12.2 X ALL FASTENERS/CONNECTIONS VISUALLY INSPECTED. SHEAR WALL ANCHORAGE AND HOEDOWNS _ FOR WOOD SHEAR WALLS,SHEAR PANELS,AND FASTENING OF DIAPHRAGM AND SHEAR WALL SHEATHING WITH EDGE DIAPHRAGMS. THIS INCLUDES NAILING,BOLTING,ANCHORING NAILING<4" 1705.12.2 X AND OTHER FASTENING TO OTHER COMPONENTS IN THE SEISMIC FORCE RESISTING SYSTEM. ARCHITECTURAL AND FIRE-LIFE-SAFETY ITEMS E3 REQUIRED SPECIAL INSPECTIONS INSPECTION ENGINEERS_. SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY(NOTE 6) REMARKS REFERENCE REFERENCE Continuous I Periodic 16325 Bowes Ferry Road,Suite 202 SPRAYED FIRE-RESISTANT MATERIALS Lake Oswego, Oregon 97035 APPROVED SPECIAL INSPECTIONS APPLY TO CLEANLINESS AND Phone: 503.636.838E CONDITIONS OF SUBSTRATE CONSTRUCTION X TEMPERATURE OF SUBSTRATE AND THE ACCEPTABILITY OF wwW.E(ZUILIBRIUMLLc.coM 6 DOCUMENTS PRIMED,PAINTED,OR ENCAPSULATED STEEL. 6 1705.14 WRITTEN SPECIAL INSPECTIONS APPLY TO USE OF APPROVED INSTRUCTION OF MATERIAL VERIFICATION,MATERIAL EXPIRATION,HANDLING, , ik, T Ui:i.q APPLICATION X STORAGE,MIXING,CONVEYANCE,METHOD OF APPLICATION, 5 < APPROVED CURING,VENTILATION,THICKNESS,DENSITY,BOND STRENGTH ��D PRCFs MANUFACTURER AND CONDITION OF APPLICATION,AND PATCHING. ��Cj 0NGI NF 10,17 19402 S. MASTIC AND INTUMESCENT FIRE-RESISTIVE COATINGS 7 APPROVED SPECIAL INSPECTIONS APPLY TO CLEANLINESS AND OR GO CONDITIONS OF SUBSTRATE CONSTRUCTION X TEMPERATURE OF SUBSTRATE AND THE ACCEPTABILITY OF DOCUMENTS PRIMED,PAINTED,OR ENCAPSULATED STEEL. o*- cur z AC'1 ,� 1705.15 SPECIAL INSPECTIONS APPLY TO USE OF APPROVED �Q P Q U ESo�O AWCI TECHNICAL MATERIAL VERIFICATION,MATERIAL EXPIRATION,HANDLING, I DIMES APPLICATION MANUAL 12-8 X STORAGE,MIXING,CONVEYANCE,METHOD OF APPLICATION, PROTECTION,CURING,VENTILATION,THICKNESS, VOIDS REPAIR,CONDITION OF APPLICATION,AND PATCHING. FIRE-RESISTANT PENETRATIONS AND JOINTS ASTM E2393 IN HIGH-RISE BUILDINGS OR IN BUILDINGS ASSIGNED TO RISK ASTM E2174 1705.17 CATEGORY III OR IV,SPECIAL INSPECTIONS FOR THROUGH- MANUFACTURERS FIRE-RESISTANT PENETRATIONS AND JOINTS 714 TESTING AND X PENETRATIONS,MEMBRANE PENETRATION FIRESTOPS,FIRE- 715 LISTING RESISTANT JOINT SYSTEMS AND PERIMETER FIRE BARRIER • INSTRUCTIONS SYSTEMS THAT ARE TESTED AND LISTED. 1 RADON MITIGATION INSPECTION WHERE RADON MITIGATION SYSTEMS ARE REQUIRED BY SECTION 1811 OF THIS CODE,SPECIAL INSPECTIONS SHALL BE PROVIDED PER THE 1705.19 X METHODS AND FREQUENCY IN SECTION 1705.19 5 5 ARCHITECTURAL AND FIRE-LIFE-SAFETY ITEMS REQUIRED SPECIAL INSPECTIONS INSPECTION SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY(NOTE 6) REMARKS REFERENCE REFERENCE Continuous I Periodic MASTIC&INTUMESCENT FIRE-RESISTIVE COATINGS THICKNESS 1705.15 AWCI TECHNICAL EACH 10,000 SF OF COATED AREA EACH MANUAL 12-B FLOOR LEVEL SPRAYED FIRE-RESISTANT MATERIALS 1705.14.4, 1705.14.4.1 NOT LESS THAN(4)MEASUREMENTS THICKNESS @ FLOOR,ROOF,AND WALL ASSEMBLIES 1705.14.4.2, FOR EACH 1000 SF OF SPRAYED AREA 1705.14.4.3, EACH FLOOR LEVEL 1705.14.4.4 1705.14.4, 1705.14.4.1, 1705.14.4.5, THICKNESS DETERMINED FOR NOT LESS THICKNESS @ STRUCTURAL MEMBERS 1705.14.4.6, THAN 25%THE STRUCTURAL MEMBERS 1705.14.4.7, EACH FLOOR LEVEL 1705.14.4.8, ASTM E605 1705.14.4.9 DETERMINED FROM EACH FLOOR, DENSITY @ FLOOR,ROOF,AND WALL ASSEMBLIES 1705.14.5 ROOF,AND WALL ASSEMBLY AT A RATE 4 OF NOT LESS THAN ONE SAMPLE FOR EVERY 2500 SF IN EACH STORY 4 DETERMINED FROM EACH TYPE OF DENSITY @ BEAMS,GIRDERS, TRUSSES,AND COLUMNS 1705.14.5 STRUCTURAL MEMBER AT A RATE OF NOT LESS THAN ONE SAMPLE FOR EVERY 2500 SF IN EACH STORY ONE FOR EACH FLOOR,ROOF,AND BOND STRENGTH @ FLOOR,ROOF,AND WALL ASSEMBLIES 1705.14.6.1 ASTM E736 WALL ASSEMBLY EVERY 2500 SF OF SPRAYED AREA FOR EACH FLOOR 'w LEVEL V SPRAYED FIRE-RESISTANT MATERIALS EACH TYPE OF STRUCTURAL MEMBER Z BOND STRENGTH @ STRUCTURAL MEMBERS 1705.14.6.2 ASTM E736 FOR EACH 2500 SF OF FLOOR AREA FOR EACH FLOOR LEVEL MASTIC AND INTUMESCENT FIRE-RESISTIVE COATINGS Co ONE BAY PER FLOOR OR FOR EACH Cin AWCI TECHNICAL 10,000 SF OF FLOOR,WHICHEVER I, THICKNESS 1705.15 MANUAL 12-B PROVIDES THE GREATEST NUMBER OF O Z TESTS,TEST ONE COLUMN,ONE ASTM D1186 PRIMARY BEAM,ONE SECONDARY I W BEAM,AND ONE TRUSS 1i�i U 0 -J REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE I > INSPECTION w0 3 SYSTEM or MATERIAL IBC CODE CODE OR STANDARD FREQUENCY(NOTE 6) REMARKS REFERENCE REFERENCE Continuous Periodic I— ARCHITECTURAL COMPONENTS Z ASCE 7-16 REQUIRED PER STATE OF OREGON BUILDING CODES DIVISION C ANCHORAGE OF SUSPENDED CEILING SYSTEMS X G SECTION 13.5.E INTERPRETATIONS. CC INSTALLATION OF OTHER SEISMIC SUPPORTS FOR ARCHITECTURAL 1705.12.5 X G SYSTEMS AND THEIR COMPONENTS O cc o ELECTRICAL COMPONENTS imm/m/ o INSTALLATION OF ANCHORAGE OF ELECTRICAL EQUIPMENT FOR 1705.12.6 X 0 EMERGENCY SYSTEMSI CC INSTALLATION OF ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT 1705.12.6 X Q UQ Q INSTALLATION OF VIBRATION ISOLATION SYSTEMS WHERE THE Ca 000NSTRUCTION DOCUMENTS REQUIRE A NOMINAL CLEARANCE OF 0.25 1705.12.6 X —� INCHES OR LESS BETWEEN THE EQUIPMENT SUPPORT FRAME AND — RESTRAINT INSTALLATION OF ELECTRICAL EQUIPMENT WHERE AUTOMATIC FIRE ASCE 1705.12.6.1 MINIMUM CLEARANCES PROVIDED PER ASCE SPRINKLER SYSTEMS ARE INSTALLED 1705.12.6 X 13.2.3,ASCE 1705.12.6.2,OTHER CLEARANCES BETWEEN BUILDING SPRINKLER SYSTEM AND BUILDING STRUCTURE. PLUMBING MECHANICAL COMPONENTS INSTALLATION OF OTHER SEISMIC SUPPORTS FOR MECHANICAL 1705.12.8 X SYSTEMS AND THEIR COMPONENTS INSTALLATION OF MECHANICAL EQUIPMENT,INCLUDING DUCT WORK, ASCE 1705.12.6.2 CHECKING FOR MINIMUM CLEARANCES. PIPING AND THEIR STRUCTURAL SUPPORTS WHERE AUTOMATIC FIRE 1705.12.6 X FLEXIBLE SPRINKLER HOSE FITTINGS ARE EXEMPT FROM THIS SPRINKLER SYSTEMS ARE INSTALLED REQUIREMENT. 2 2 STRUCTURAL OBSERVATION INSPECTION SYSTEM OR MATERIAL CODE OR STANDARD FREQUENCY(NOTE 6) REMARKS REFERENCE Continuous Periodic PRIOR TO FIRST FOUNDATION POUR X PRIOR TO FIRST RETAINING WALL POUR X PRIOR TO FIRST SLAB ON GRADE POUR X AFTER LEVEL 1 IS CONSTRUCTED AND PLYWOOD FLOOR SHEATHING IS X INSTALL ON LEVEL 2 DURING STEEL ERECTION AT LEVEL 1 X AFTER LEVEL 3 IS CONSTRUCTED AND PLYWOOD FLOOR SHEATHING IS X MARK DATE DESCRIPTION INSTALLED ON LEVEL 4 DURING INSTALLATION OF ROOF TRUSSES X Issued: 12/15/2021 Scale: 12"=1'-0" Drawn By: MF Reviewed By: EQ Copyright 20071 b360r20 1 1 PERMIT SET a.a. SPECIAL INSPECTIONS a• 0 AND TESTING (CONT) fV N N O N r_ S003 60 50 I 40 1 30 1 20 I 10 I 0 60 I 50 I 40 I 30 1 20 I 10 I 0 I 0 Cl 0 CI , I I 1 -- O j I j , II Ii 1l1111111 ,...,o 'p iV�::%111111111111111111111111111111111 !111111111111111111111111111111111'I►00�Agei?c�'►•♦? 111111111111111111111111111111I! 1111111111111111111111111111111i , :',❖i'�i�� !:❖4 7 11111111111111111111111111111111i 1::. 'i ► ► :'illiiioiuioiiIIiiIIIIIIIIIIII' Q e 7 Bora Architects,Inc. I. 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(92-4")00 (901 1") - S- - - wi �88' 3") - rty� - i- - - - - -I - - - W1 (92' 4") (93' 11 )�I(93'-5") (93,_5" \I� 11 1. o I Q6)-S e S r - -Jr',A O rn rn u O I ❑ I 14 I I a (96'_0') S402 (95'- ) * N T.O.CONC STEM WALL(95'-1") I J S211 L - J S401 I I I 1® I- W .O 4 7 AT FRAMED WALLS NORTH OF I I I 15 o I 1 7 Bora Architects,Inc. S401 I I 720 SW Washington,Suite 800 GRID 3 ALONG GRID A A1-(93'--5-) I (98'-0") 2 Portland,Oregon 97205 1 f I n ❑ I 1 I 1 6 S402 -- I . 1 1®(92L5') IL -II I ® I 11 I �w (94'-0") o I 3'-0" I°.- ^y4^��� 9 I + 1 a U I I l L 92'-5") I w ( ` - _J L 1 ® (96'-0") I ° I N U' �GQ�\ ,I SIM 503.226.1575 - \ — - - 1 , / -z _—r— s I I -.—u1 -1 -__ W1 I • -' - - - - - www.bora.co 2 8"WIDECONC I 1 I �co co - c _ - - J- 1 S404 -1 - - S404 EQUILIBRIUM STEM WALL --1-1 T.O.CONC STEM WALL(98.-8")s �T.O.CONC STEM WALL(93'-11") II AT RECESSED ENTRY I 1 - 'I 11 1'— O I I ALONG GRID E O I I ~ - Irn®(96, O")7 I (96 0") 1 8"WIDE CONC STEM WALL ® - I (92'-5") I 4 )I I I (71/4"WIDE ABV SOG) NOTES: 1 \J I ALONG GRID E 1. (XX'-X) INDICATES ELEVATION OF STRUCTURAL ITEM NOTED OR TOP OF SLAB. 7 93,_0,) I I I (96,_0')O b TYP S401 1 8"WIDE CONC STEM WALL I 1 rn (co 6")rn 0 - 2. (XX'-X) INDICATES BOTTOM OF FOOTING ELEVATION. M WHERE - r - - - - 7 - - - - - - -I I ❑ I WALL ABV - °I I I' 11 L - I 3 3. FOOTINGS SHALL BEAR UPON FIRM NATIVE SOIL OR ENGINEERED STRUCTURAL FILL APPROVED BY A S404 GEOTECHNICAL ENGINEER. OCCRS I co(92'-5") 3,_0 1 I - ®(96'-0') 3 I X ENGINEERS / (:,::) O 4. XINDICATES FOOTING TYPE. REF SCHEDULES BELOW FOR INFORMATION.I ,}�� \vf°f(94-6 ) S401 I I- ;7 j 16325 Boones Ferry Road,Suite 202 (94'-5") 1 Vf1(93'-0") I I Lake Oswego, Oregon 97035 1 t I W 91 6 ) J J ,,_q'o4 COLUMN FOOTING SCHEDULE Phone: 503.636.8388 _ - I-, - \ ,� MARK WIDTH x LENGTH THICKNESS ] REINFORCING WWW.EQUILIBRIUMLLC.COM 1 I II J I ZTy (4)#4 EA WAYAT BOTT 6 - ---- - - - I I r---I I 1 - - - � f 1 1 1 n- - - - - - - - - - A 1 3'-0"x 3'-0" 1=0" 6 \ I I f I - 0,_0" 4'-0" ®(96'-0") I II : 94,_1" f ,@,(95'_6„) O 4'_0"x4'_0" 1'_0" �R R,q 16 �( ) 1 I �\\� 02'_3^ 3'-O,' � (5)#5 EA WAYAT BOTT �BO„ pRR0,4 <� h UCTUI IOB5'-0"x 5'-0" 1'-0" (5)#6 EA WAYAT BOTTG1 NE s� S401 I\\\\ I S403i' (7)#6 EA WAYAT BOTT N 9 WIT.O.CONC STEM WALL(93'-11")7 I SIM C 6'-0"x 6'-0" 1'-3" 19402 y AT RECESSED ENTRY S I S - / II 1- _ T.O.CONC WALL(102'-0") O ��7 r / I X DT-0"x T-0" 1.6" #4 @ 16"oc MAX EA WAYAT TOP& OR GO 8"WIDE CONC STEM WALL / 1TO.CONC STEM WALL(97'-6") O (8)#6 EA WAYAT BOTTQ_ #5 @ 12"oc MAX EA WAYAT TOP& �2(71/4"WIDE ABV SOG) ,! _ AT RECESSED ENTRY poi o99� Q� ALONG GRID A,UNO ��_ / - I ti OE 8'-0"x 15'-0" i=6" #6 @ 12"oc MAX EA WAYAT BOTT 9p z 2, 0 (92'-0") (96'-0") �p QUES � 11 #6 @ 12"oc MAX EA WAY AT BOTT I EXPIRES 12/31/2022 2 I I . OF 5'-0"x 6'-2" 1'6" S211 T.O.CONC STEM WALL(98'-8") I I , 1 S403 AT WALLS b I WALL FOOTING SCHEDULE — -o r p ❑ r _ J� 1 I MARK WIDTH x LENGTH THICKNESS REINFORCING KEY c I J I 2 I #8 @ 15"oc TRANS AT T&B W1 12.-0"x CONT 1'-6" - I (92'-0") 3'_0" 1 ,G(96'-0") T O.CONC STEM WALL(97'-6")0 I I O #6 @ 12"oc LONGIT AT T&B / AT RECESSED ENTRY I #4 @ 16"oc EA WAYAT TOP 12"WIDE x 18"DEEP a I (98'-0") W 7'-0"x CONT 1'-6" _I #6 @ 12"oc EA WAYAT BOTT REF 11/S403 3 I #8 @ 15"oc TRANS AT T&B I S211 � 7 TYP AT W 14'-0"x CONT 2'-8" +, #6 @ 12"oc LONGIT AT T&B T.O.CONC STEM WALL(93'-6") _ - S402 RECESSED #8 @ 15"oc TRANS AT T&8 DOORS I W 19'-6"x CONT 2=8" FAT RECESSED ENTRY _ I I I 1 =_-I I,-_ I O 6'-6" T-6" T.O.CONC WALL(105'-0") #6 @ 12"oc LONGIT AT T&B I I n L_. I - 11 I I - T.O.CONC STEM WALL(98'-8") yI I / #4 @ 16"oc EA WAYAT TOP - $ T.O.CONC WALL(112'-0") 9'-6"x CONT 1'6" #6 @ 12"oc EA WAY AT BOTT I ® (92'-0") I I I I (96'-0") /AT WALLS I / �O/ #8 @ 15"oc TRANS AT T86 55 7 I I I I I • o - REF LANDSCAPE FOR / - - - - - _ _ - W� 12=0"x CONT 2 0" @ 6"oc EA 12"oc O WAY AT TOP 5 SIM AT S402 I LLI MATERIALS AT COURTYARD RECESSEDI _DOORS__ _ ,I___ __,,,___,__,7_,_____ 8"WIDE CONC STEM WALL_ _ _ r - __ _-_-_-_ 4'-6"x CONT 1'-6" (#6 @ 12"oc EA WAYAT TOP AT SIM) #6 @ 12"oc EA WAYAT BOTT © - \ �\ _ - (7 1/4"WIDE ABV SOG) I I W 3'-6"x coNT 1'-6" #4 @ 16"oc EA WAYAT TOP 0 1 I ALONG GRID C,UNO I (92'-0") �(96'-0") I I - #6@12"ocEAWAYATBOTT I 1 W9 1'-6"x CONT 1'-0" #4 @ 12"oc EA WAYAT BOTT I T.O.CONC STEM WALL(94'-8") I (94'-0") 13 I 7 SIM TYP 12 I 1 5'-6"x CONT 1'_6" #4 @ 16"oc EA WAYAT TOP 111119, S401 I S401 WHERE #6©12"oc EA WAY AT BOTT AT FRAMED WALLS BTWN \ _ I S403 GRID 3&GRID 5.2 ALONG -- S I- TYP AT 4 -4 - WALL ABV o INTERIOR 1 - - OCCURS I N�1 2.-6"x CONT 1'-0" #4 @ 12"oc EA WAYAT BOTT - GRID A I WALLS ❑ r 17_ - _ I _ I - 3'-o" I I CWg�(96'-0") T.O.CONC STEM WALL(9T-6") 0 5. I,: , .:.;1 INDICATES CONCRETE WALL. — ® / I I AT RECESSED ENTRY -, I 6. ////J INDICATES STEP IN SLAB ELEVATION. REF 2/S401 UNO ON PLAN. T.O.CONC SLAB/ rn I //// M I S211 1-,, I PLINTH AT PARCEL I 7. S -S INDICATES STEPPED FOOTING LOCATION. REF 6/S401,UNO ON PLAN. - I �'- y L. I LOCKERS,REF ARCH 0 8. REF SHEET S401 FOR TYPICAL CONCRETE DETAILS. I --_ T.O.CONC STEM WALL(98'-8")0_ F ( H _I --I I-- I1 I-- -_-_1 ��// 9. INSTALL ANCHOR WITH SAFE WORKING LOAD=10,000 LBS MINAS REQUIRED BY PGE. VERIFY N T.O.CONC STEM WALL(93'-6") I - _ AT WALLS I LOCATION WITH PGE AND FINAL ELECTRICAL EQUIPMENT CONFIGURATION. FOOTING HAS BEEN 4111, AT RECESSED ENTRY (92`-0") /(96'-0") o V1 I • DESIGNED TO RESIST A MAXIMUM PULL(TENSION)LL=10 KIPS OR A HORIZONTAL LL=10 KIPS 6"MAX I I I I I L¢ T.O.CONC WALL(99'-6") ('96• ABOVE TOP OF SLAB. 90'_6" ok -- - 6/ I MIII (� ( �), I 112"CONC RETAINING WALL -' - C�)(92'-0") V1 (93'-6") �2, W 6"THICK g'1 �� I I 10. STEM WALL WIDTH AND HEIGHT ABOVE SLAB ON GRADE BASED ON PORTION OF STEMWALL ABOVE r0 - / I - - - - - -,-LI ` - - - - -C'OZ�d,1 R CONC 1 „�,�96 THE BOTTOM OF THE 4"THICK SLAB ON GRADE. _ \ _ OA!/ _ _�_ ❑ = _ _ PA!/IWALL / ��� 1 11. COORDINATE/VERIFY ALL CONCRETE DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL \ �J// DRAWINGS. 4 PL)CS Z�y -/ - tidy" //// 1,_6„ 3 M 3"J - •=mo , - -• TYP T.O.CONC WALL(102'-0") • T.O.CONC WALL(112'-0") 4 o 1/2"TO F.O. $ (95'-4") S404 9 I i� \ I ' 4L I I STEM WALL \ I I I ` v S404 1 0 12"CONC RETAINING WALL S403 I �® 7 ®\ 2 PLCS I 1'-11" (96'-6') T.O.CONC WALL(111'-6") 0 8"CONC STEM WALL I- - - �- - - - - S403 �\ I 3" /€ (95'-4") 3_6" i., (GRID A TO B) I \ 8 \ 8"CONC STEM WALL ►T O.CONC WALL(101'-6") 'CO' '-3"� 8"THICK •t: / N 10 I \ REF CIVIL 5401 (GRID B TO C) I 7 (96 6") / /1 CONC WALL / (96'-10") 10 1'-4"T . 10"CONC RETAINING WALL REF CIVIL o60 • - (98' 4") 0 TYP AT S403 I I SIM r - 00 I 3 S402 PLANTER ?- I (91'-6") I �2, `' I O T.O.CONC WALL(112'-6") v1 h I W (100'-0') O +� 3". 01°-/'�6,, I 3" S401 (93'-6") TO.CONCWALL(111'-0" I �\ °2000 \ _4, A' I �(g3.6^) �(95'-6") 20,A 1 3 ®I w (92'-0") 0�8"WIDECONCSTEMWALL(6" ) I !� - - - - !i I WIDE ABV SOG) 1 \ I CO 10"WIDE CONC STEM 14 I T-� jr-r - q ri' I y T.O.CONC WALL(111'-8")Ai- WALL 8"WIDE ABV SOG) 8"WIDE CONC STEM O - - �R - - _ - - _ Z ( WALL(7 1/4"WIDE ABV S401 / I 92'-0") I W AT WALL ALONG GRID A - 1-I- -� I I / T.O.CONC CURB(102'-6") Ct C BTWN GRIDS 6&7.5 7 SOG) SIM I I O ,/�) I / , II %P 0-j I I I I I III ^ I TO MATCH LENGTH OF La � .o _ RETAINING WALL BEHIND TYP AT S401 / O(95'-9°) I 1 (95' 9") o I 11//I / \\ �9!!li2T 1 0 - o F o o = o - 1 FRAMED WALL BLDG FTG 46 Q\\� I (96'-0„) (96' 0") r -- �1 -+� o f - 0 0o I I 0 0 0 I ;` I W 4 1 Nti+o\4o I OB (- 71 0p 7 1 6 1 I 1 `I ❑ 10"WIDE' o I a 10 ch G 0 ❑ I ❑ L J EQ /EQ I ,„�',}, 17 ®I CONC STEM I - ® u ® ® 0 1 4. o S402I— LcSj 3 S404 I^ry+���� I- I- L - - - - CO I� S401 1 II(2) WALL ® 1 0 `3 1 Q r - (95'-6")- - 95_6") 1 (PLCS 4 I _ (2) d� r - -� - - - -(- -IT 1 1 II I -1.71 S404 I O Z PLcs 1 1 Ac Go e ° I ° I I _ �. I� I _, , - I 4\ � I I OL _ J I _ I _ ��_ (92'-0') I c • 0 1^cx, L J C (95'-") 95'-6"L � �(95'-9"") O S .\-i "'\ �O'O I 1 1 1 L cr 1 t s s—\- ''s Ji Ix ix 98'-0" I(93'-10") I^ yC \ r I l OC (9'=9") \ r 7 I I N II 11 11 -� I Q , 4"CONC SLAB ON GRADE w/ o r - - o I I h o g(100'-0") o Q Ct I- OC\O #4 @ 16"oc EA WAY,TYP, I I I I `I. I l \ \ \� _ o - 0 I 3'-0"TALL x 4'-0"WIDE D. G REF 1/S401 FOR TYP DETAIL \ I ° I 4 \ 1 r I 0 0 0 �F (100'-6") PGE ANCHOR, OPENING IN CONC WALL 1 I I I oo I I o o REF NOTE 9 FOR ELECTRICAL 4'-6" I S401 I I <,_3D `, I 1 0 4. \ CONDUIT. B.O.OPENING o T.O.CONC WALL(98'-0") ( f- / L — — J $ W8 o S- -S oo I N O I rLAT 102'-6"ELEVATION `* �BTWN GRIDS 6&Z4 ) O 1 TYP AT 1rn 1 - O o o t 1 COLS ° II - I ® I 13 ® o I \ T.O.CONC WALL(111'-8 - TYP AT S401 O F 7 g" S403 00 I� �(95'_E") ro INTERIOR - - - �( / / ®(100'-0") 100'-0" tic 2, 2�' �'s L 5 - -/F - I WALL_ - - ) I00 _ \___ -+ _,._ G-s- Alit+? S404 '= -0 — — — AI S401 1 �� N 25 (gg,_11") 9 (100'-0") I T.O.CONC WALL(109'-0")s _ S404 42'-2 3/4" I 1S402 2 r ° (2)PLCS i'-11" J 17 8 (2) WHERE I o II 8"CONC RETAINING WALL S401 (3)SIDES AT 0 (98 0") S402 WALL I SIM a, EXTERIOR AT ABV rn o II • WALLS ' RECESSED 8"WIDE CONC STEM WALL T.O.CONC STEM WALL(101'-6") DOORS UNO o\ CO °p o I (71/4"WIDE ABV SOG) 8"WIDE CONC STEM Y Fo 8 N 0 - o I I WALL ALONG GRID D \ S402 ® 0 UNO WIDE ABV SOG), N 1'-6" I SIM o - I PROPERTY LINE, or) I ) REF CIVIL 1 08/16/2022 PLAN REVIEW T.O.CONC STEM WALL(98'-6") I I I I I I o = _ \ BTWN GRIDS 7.4&8.5 I I \ I I 0 MARK DATE DESCRIPTION 3 — S401 I K 6"WIDE CONC i 7 Issued: 12/15/2021 , 2, STEM WALL 6 S404 T.O.CONC WALL(106'-6") 1°°2�,�o c°i, ' S404 A 1 S404 Scale: As indicated L Al ,y ol�2y r Drawn By: M F • \ \ -} f 3 o f O Reviewed By: EQ S404 2 •�2 3/4"TO ©(99' 6") i FTG TO FOLLOW DO(99'-6") / \ CL PLINTH ' ',SIM O PROPERTY LINE I- - - - - - - - - — — — — — —I S404 — — - - ' W • ` 8"WIDE CONC STEM WALL T.O.CONC STEM WALL(104'-8 1/2") 1/2"TO F.O. \ Copyright 20071b360r20 1 (71/4'WIDE ABV SOG) ALONG GRID LINES 9&H STEM WALL- !!! n '\� '- / ``` , 1 PERMIT SET 30'-0" 24'-0" 14'-4" 17'-8" 36'-6" 30'-0" 24'-0" 6"TICK CONC STEM WALL 1t - d � � � _ � 4176'-6" � � � T.O.WALL VARIES,REF ARCH Ai:• '\tI . " ,___ FOUNDATION AND SLAB o ��r ON GRADE PLAN C D • E F G H �l �, Cd O CO O O O r1 CNI CNI N o r1' N FOUNDATION AND SLAB ON GRADE PLAN 1 O S1 O O 0 1/8"=1'-0" S100 60 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 1 40 1 30 I 20 I 10 I 0 I O i -_ _ ---s. 1_ : 0 + I — — I — — 1 BORA 1 1 oy, oy, 1 ., 0� o,I I ��$s �oy� I I 1 6Qoy� +6Qp� ,�1 o+,o I I ,�o+�`o �o+o I e+e I I t i I I 6 I I I o ' o $�,1 1 I 1 � � 1 ,,pg,cI � ,�� a 1 N J S211 L - J �? I l i I:‘40:1,4b y� I6 7 S211A I '- ICI I I I I I I (1) i I 7 Bora Architects,Inc. � CMSTCI6 STRAP BLW (98'-0")SIMPSON HB5.50X TOP- AO 6\-t, ® B-10I BEAM SIDE&6x6 BLKG I i"� rl "d 1 I ( I A 720 SW Washington,Suite 800 FLANGE HANGER `r> b IN WALL w/24"END �T �Lt +6 Oy +�` ILENGTHS - ! �� ' I oo I I yQ y+h Portland,Oregon 97205 14 t 1 ® [ mFT____ ■■111111, I_ 1J sT I— I— I _ J I 6+ I Tyco 503.226.1575 B-10. I - - - - T _ I i" • \ S501 �\ —_ I. I .----- © - \ -- ,, ' ------ r - . — ® --- ' ! ----- © www.bora.co EQUILIBRIUM +� o 0 1 +� I o+e py t r \ AO tit ¢1 17 $ 6Q �. { f s 22 mT I ssol sT tiS2 6+ _ _ . imo s5o1 I 9..��ah._rt...„_-..+..ems:... .�-� II — 1 6' MUMS '� \-LEDGER,TYP, I ,I 1 QOy QOy 23 REF DETAIL Qoy Qoy i �� I-LLJ-L1 ' $d� % }� S601 0+� 6+� ysiS r T r� E3 NOTES: T.O.PLYWOOD(102'-113/4") I S I i i i 1 1 1 I _ c +s'14 I I I I I 1 III I. (XX'X") INDICATES ELEVATION OF STRUCTURAL ITEM NOTED OR TOP OF SLAB. COORDINATE b c i i i i i i i- J I AND VERIFY ALL ELEVATIONS AND DIMENSIONS WITH ARCHITECTURAL,CIVIL,AND T.O.PLYWOOD(102'-9 3/4^) 6 7 r T 1-I ' I I I 22 6 ` LANDSCAPE DRAWINGS. MINE Mile _ , - � tis S501 6 co I h} 2. REF SHEET S100 FOR FOUNDATION INFORMATION. T.O.PLYWOOD(102'-9 3/4"�sss+6t�' yyh+h+�^ �` y� 1 - I L s `F56 o U I h+ 3. I ,M: - , ..: I INDICATES CONCRETE WALL. ENGINEER S 6' 2 �' I O 16325 Boones Ferry Road,Suite 202 ��8 ' 23 T.O.PLYWOOD(102'-11 3/4") S211 s+ds I 0Q i 4. ///)j/// INDICATES STEP IN SLAB ELEVATION. REF 2/S401. Lake Oswego, Oregon 97035 SIMPSON HB5.50X TOP- "9 6+8 S601 AO I 6+ Phone: 503.636.8388 FLANGE HANGER th, .o I d'A ' I- J I 7 5. REF SHEET S401 FOR TYPICAL CONCRETE DETAILS. WWW.EOUILIBRIUMLLC.COM 6 " 10 s'' _ 9 � - 1 r _ �� HSS,TYP 6. INDICATES STRUCTURAL WALL. ALL WALL STUDS SHALL BE AS NOTED BELOW WITH 6 0 1 1) © SHEATHING BOTH SIDES. REF 10/S601 FOR TYPICAL WALL FRAMING INFORMATION. 23 \ s I ti c:T) I S601 4 I=C s O REF S201 FOR STRUCTURAL SHEAR WALL LOCATIONS AND INFORMATION WHERE II\\\ QC) � ss = I STRUCTURAL SHEATHING IS REQUIRED. REFERENCE ARCHITECTURAL SHEATHING lFtUCTL/R \\\I ao SIM Q (94,_5,) I A +s io 9 D PR < �+ b i +6 17711L , sOs +� U I I REQUIREMENTS AT ALL WALL TYPES AND COORDINATE STRUCTURAL SHEAR WALL �� 8 0 2x6 1 �� T' • SHEATHING REQUIREMENTS. E ' .-0• os� m m 1 \ a, — e 10 — — — s•oc WALL— I oillos I I �S �isaoz���9 560. f T LEVEL 1 EXTERIOR&INTERIOR WALLS:rumgill L J I I 18'-0"TALL WALLS: 1 3/4"x 71/4"LSL 1.55E @ 16"oc " �. I 14'-0"TALL WALLS: 2x8 DFL No 2 OR BETTER @ 16"oc O GO 10'-0"TALL WALLS: 3x6 DFL No 2 OR BETTER @ 16"oc 03 ¢ 6Q0 6QO 23 y 6Qo 6Q0 I °O °O 7. J-X INDICATES PREMANUFACTURED I-JOISTS. 'p'o 22 �0 6+ S601 ss LEDGER,TYP, 6+ I I 6+ I sr s� QUEST `+� REF DETAIL 2 3/4"TO CL r JOIST SCHEDULE: .'"2›. I I : I EXPIRES 12/31/2022 — ma's r HSS,TYP I I I J-1 11 7/8"TJI 210 @ 24"oc MAX w/SIMPSON ITS2.06/11.88 HANGER ;, 1 r J-2 11 7/8"TJI 210 @ 16"oc MAX w//SIMPSON ITS2.06/11.88 HANGER o o dir = -.F. = =z= ,� 1 1 • .\ J-3 11 7/8"TJI 360 @ 16"oc MAX w/SIMPSON ITS2.37/11.88 HANGER 4,\6 - J 6 I I . 1 J-4 16"TJI 210©16"oc MAX w/SIMPSON ITS2.06/16 HANGER T.O.PLYWOOD(102'-9 3/4") '� I h+h+ h+h+ I �+ i I J-5 11 7/8"TJI 230 @ 12"oc MAX w/SIMPSON MIT3511.88 HANGER(BA4.75/11.88 @ DBL JOISTS) 3 yy yy �A I (4)PLCS J-6 9 1/2"TJI 110 @ 24"oc MAX w/SIMPSON ITS1.81/9.5 HANGER �` `j" I O 1 AT LIGHT J-7 (2)16"TJI 210 24"oc MAX w/BA4.28/I6 HANGER 6�8o I 23 T.O.PLYWOOD(102'-11314") 5211 1 1 �(98-0°) s, I ; ANCHORS J-8 9 1/2"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06/9.5 HANGER SIMPSON HB5.50X TOP- OST s+8A0 S601 LEDGER,TYP, I I LOCORD N'S w/ 8. B-X INDICATES GLUE-LAMINATED BEAM TYPE. BEAMS SHALL BE DF/DF 24F-V4(UNO) FLANGE HANGER 8 10 s) REF DETAIL1 IBM ARCH DWGS BEAM SCHEDULE: 14 I "— �a r - I I • 8 1 GL 3 1/2x10 1/2 S501 ' it 0 23 QOy� QOy� 1 +B$ II8-3 GL51/2x157�6. o c� I S601 66 6}0 I 111111=� dj I I 8-4 GL83/4x24 5 I �� B-5 GL 5 1/2x11 7/8 p aj m B-10- SIM l i' B-7 GL51/2x101l2 d'>, I AI 111 2x6 @ 16"oc WALL n l• B-6 GL 5 1/2x18 5 —' �S601� 4 �' �� 2 s.,- - ' ---�— � ' 4 0 B9 GL51/1x121 � 11 6, 23 23 y� ' `�� - - y� B-1 GL 6 3/4xI3 1/2 6+6Q0 OOST S601 h�^6 6+6Q0 I ,(94'-0') 6+6Qp 6+C5 I B-12 GL 6 3/4x 15 L I B-13 GL 5 1/2xl6 1/2 STEEL GUARDRAIL AT yy}+ I 8-14 GL6 3/4x18 BALCONY,REF DETAIL, jy I 9. FLOOR SHEATHING SHALL CONSIST OF 7/8"WEYERHAUSER EDGE GOLD OSB TYP 1— 1 1 r { • SHEATHING,GLUED AND NAILED(NO GYPCRETE TOPPING AT MEZZANINE FLOOR). ' �,�6 J ��6 = _-- I I - t n PROVIDE 2x(FLAT)BLOCKING AT ALL UNSUPPORTED PANEL EDGES. T.O.PLYWOOD(102'-9 3/4") y+6+ y}h} I �+ • 10. REF SHEETS S600-S605 FOR TYPICAL WOOD FRAMING DETAILS. — 4 se :P �'Oo N • �+� / n) ao 23 T.O.PLYWOOD(102'-11 3/4")0 S211 ' +6, 6, S> SIMPSON HB5.50X TOPc AOs>, s+6A S601 LEDGER,TYP, Os, gOST FLANGE HANGER Od REF DETAIL 1 - /+ 14 810 �I _ I = _ 171....431+ =_-�_ 1� fil t7 O _ ro N 6, S501 \ \\\ re o 23 2x6 @ 16"oc WALL---- +�I . }6 a6 I _ S601 c+ I y 16 Os� �A O^ I 6 �A ss I o m m ► B-10 SIM o s+ I I ¢< 6+ I to r,A I 17 S'r s£ S60y �. 111111 I 'e l 1�' 1. 1111. ___N„, i CI \ ----==. (i) 4 5� y� 23 6+`'� 0 co ' =i== ,cfs, ,,y O 4 Qo Q0 yg O u) �� - 6}6 Iv 6+e ssol -4 yh-3' , 22 N CL HSS11111 I I I 3-TO CL HSS �� C 30'-0' 1 t, ys tis - I 1\0. y� � - .. - I v/ / 3"TO CL HSS s s tS } QOAINTYP SOUTH OF GRID• r+S s `s+S I h+hO 6 Z 0 0 0 \ to i ' i T 6 I 1 it U -O PP .I II.—=M 13 1 - - ®ems.® . — NiciF O COom i • � 22 , I — — — — � — - -I 1 1 CD 1-- N40 I S501 r I- -F-1 oQoy� I I +`�� � I a+' — FIRST FLOOR MEZZANINE FRAMING PLAN 2 ! I +,� 11 I I 6+^ �yyy+ Il Oos� +6Qpy I I I I I I ♦ ♦ Cl. 1/8^=1'0" s101 ^. tiss —, yy+y I I I I ss Aka1I1 � 6 = V O '} + r �y 1 �I ss+`4, 0 I _ (93'-0•). II oy� ) II y+�^6 y}5+��6 +5+�`16 y� 1 W ‘0 I-I — p— I ,. iciw . ' 1, 6Q 6� I I y y • y6 oI "' I I I I I I �I 6}, . 0 64 y P \° `P 6}6Q W \° ��6 L _ JL —I — J Cr+�A °+6, I I lye+ 11 py� 9 11 1 a+e 3 ® 6} — J 6} I o _ $ I 13 "y 1 6Q I I $ 3 ® �yy �yy r — , r - `. s� ® am 11 6+ s� (2)PLCS 1"- I-') I I I I I - I Z yyh}y 2 2 L — — J yyh+h y56+`' — ]11 yyh+`'}— — J — _ J 11111. + _ o� $f102'-0') 6, -1--iiiki-:_, Q`j` I `j` `j` I , sr 6+6 CS 0 o -\ - DC I I 3x8 @ 16"oc WALL STUDS (i I Qo`'� I !1-10(98'-o") CX yss '5, +, ` Qpy i 2 to 6}6 1 22 .F+s� I— 1 s+s r -L _y+6 6+6 I 116 1 1 I I -- �s V Q O x �S501J A I 2 3/4"TO CL �A - -1 1 �9y 1 gt I tits, a 0 rP `v d X HSS,TYP I fl ds +� Q W h+h+ 1 `6 I I L _ _ J 600I $ AC- - - L�-r, rL s s+ �� �� N yy I I c,+3 +3 I TYP AT HSS sj I sj r - - i •S ma's yIll yh yyh+ I COL,uroo I I I I _1 .i sss+s �. �� 44 76 v: s6 sA I sA 6$ 6 Q - - - -+s+% - - - �s>' �s I - - - - - s O`er I 0 N. MIM mi 6+6 1 oy I oy 1 oy oy oy o°' 2 �y5 I © I 6}6Q I 6}6Q �6Q 6+6Q 6+6Q6Q i ' 2 I II f:i III ® I �� I7„:5 I 11 ^\0. Oc' 11 1 y6}6+ I 6+6Q I 1 I \):y I I I • 0.) 3"TO 1 I 1 08/16/2022 PLAN REVIEW N I I CL HSS I I I y,s y,c MARK DATE DESCRIPTION 6Q0 6Q0 690 I I 1 I 6} 6+ 6+ Issued: 12/15/2021 4"TO I CL HSS .- I Scale: 1/8"=1'-0" COI yh y �\^- -- O Reviewed By: EQo ��IIII y} I I y y I 22 1 I I 22 1 I I NiF1 Ng' Copyright 20071 b360r20 I I I I � I r� 1 ��i ,AOkb 1 PERMIT SET 30'-0" I 24'-0" 14'-4" 17'-8" 36'-6" 30'-0" I 24'-0" , / ql►+►�S! I` ® / ii Mri- I► ��W:N,.' „%�+ I%-1Piy 0k'bwo?4�;4 , FIRST FLOOR & FIRST 0/ (V O D C © O C �i 0:I0o tiR \ FLOOR MEZZANINE N -'\ � FRAMING PLANS N N N FIRST FLOOR FRAMING PLAN I S 101 0 1/8"=1'-0" s101 60 50 I 40 I 30 I 20 I 10 I 0 60 I 50 I 40 1 30 1 20 I 10 I 0 0 )03 0 8 S601 7 • S601 NPO 0 _ \ \ , � - 0 i � II II �y� `�c�i q I y� 11 i BORA AFmc i e+Ai6 0 0}6 gQ00v`� rio6��c g�� 0}6�e0�`� > S601 TYP AT NON- B8 B o+� O B m 0 6} I 6+ vor DEMISING T l�oq0 l�$STD _` 6 I J-1 y J-1 `ry` 6 WALLS S601 UTYP NO c B-3 24F-V8 s- B-5 `v-,IPi N 1 ,o ry` 6 yQo� �? I I 4> Al,' b+ 6 �/- T.O.PLYWOOD(111'-10 5/8") 7 q7 rn eliy$ I'-mil s' s+�qo lryl� 5'-85/8" c I c 720 SW Washington,Suite 800 Bora Architects,Inc. sT s� y y� '� k yy'� oy,\b Portland,Oregon 97205 Q 6Y flil% SEE DETAIL 0� 3a 0 6+ 41g B 2 6}6}6�9\ I 49 6}+6�0� 6 yyh+ O. 503.226.1575 I �� &3 ` \- - - - I- yC -- - - - - - -- www.bora.co P Io Qo - I d I 6 6" ,'6' , +� b+ o•+� -„_: EQUILIBRIUM � OS 6 Bl �q OS, oMo E3 s� CMST14b,c s S602 SIM $ OS � ji �,: 1 .I -' -•. ---- j 49) NOTES: " °'ti d+ 1. txX'X9 INDICATES ELEVATION OF STRUCTURAL ITEM NOTED. ICMST14 c h 6+� Os� 2. D-X INDICATES SPAN DIRECTION OF DF#2 SOLID T&G DECKING WITH 7/8"T&G WEYERHAUSER EDGE GOLD M s I y SHEATHING OVERLAYAND 1"GYPCRETE(115 PCF)TOPPING AT CORRIDORS. II m SS e� r 1 QO o l�s+7-1 <('t:t; S601 6}6 DECKING SCHEDULE b II- �, W18x71 w/4x NAILER I Al D 4 W12x50 w/4x NAILER � ys Co`l' �,�6® r 4x S,T+ afs 2 I �j+ V� 3. ® INDICATES STRUCTURAL WALL. ALL WALL STUDS SHALL BE AS NOTED BELOW WITH GYPSUM BOARD Qpyc�c�6 Q05� 21 ' S210 `�a Rik 'OOS' Q I �yyh+ 0 7 STRUCTURASHEATHING L SHEAR WALOTH SIDES. L LOCEF ATIONS IONS AND INFORMATION WHERE STRUCTURALHEATHING IS FOR601 FOR TYPICAL WALL FRAMING INFORMATION. REF S201 ENGINEERS b+b y b}6 S501 :` y� � Air S501 REQUIRED. 16325 Boones Feny Road,Suite 202 y y s - Qo ® SIM® I 8 r0 6 3� +6 8 Lake Oswego, Oregon 97035 Bl�y. I 0� 6+ 6�0�. m��q'Oo S502 II I LEVEL 2,3&4 EXTERIOR&INTERIOR WALLS: Phone: 503.636.8388 s - 6 l 'PA' J 2x6 DFL No 2 OR BETTER 16"oc MAX,UNO (' ZL S�I WWW-EQUILIBRIUMLLC.COM a CMSTI4 a,c S501 SIM 4. J-X INDICATES PREMANUFACTURED I-JOISTS.USE HANGER SPECIFIED UNO ON PLAN.REF 9/S600 FOR m II HSS18x6x 0 6 \- - - `' 12'-0"MIN t J m - - HANGERS OVER PLYWOOD OR GYPSUM SHEATHING. 6 fill : 1- o co it EA END I sS+ m 3"TO J JOIST SCHEDULE: RU C TUI�q 8+ b+be QO`y m I l_;.:,`r ' °d r+� CL HSS U J-1 11 7/8"TJI 210 @ 24"oc MAX w/SIMPSON lTS2.06/11.88 HANGER y( j') PRgc'c 4 m 6, 6 V t".'':.U� -1�., �fi 6` 1 9 ---- l�GY j`NGI NE04::......_s� l I gh 6+ 8 '�O 6 ICYSTOREFRONT GLAZING J-2 11 7/8"TJI 210 @ 16"oc MAX w//SIMPSON ITS2.06/11.88 HANGER J-3 11 7/8"TJI 360 @ 16"oc MAX w/SIMPSON ITS2.37/11.88 HANGER 19402 s� I SIM �� SST S602 1 S605 2 11 (BLW),REF ARCHJ 4 16"TJ1210 @ 16"oc MAX w/SIMPSON ITS2.06/16 HANGER Zx_ SIM J-5 11 7/8"TJI 230©12"oc MAX w/SIMPSON MIT3511.88 HANGER(BA4.75/11.88 @ DBL JOISTS) i .,,., .. S503 I S501 J6 912"TJI110@24"oc MAX w/SIMPSON ITS1.8119.5HANGER O GO i1 .t CMST14c I I J-7 (2)16"TJI 210 @ 24"oc MAX w/BA4.28/16 HANGER O 6Q0 o` typ_ +��� �� STEEL CANOPY,REF J-8 9 12"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06A3.5 HANGER Z990"1 2 2 A% 00(" b} 0 5 '> ._ - ,I ' 'Si', ARCH&DETAILS I 5. B-X INDICATES GLUE-LAMINATED BEAM TYPE. BEAMS SHALL BE DF/DF 24F-V4(UNO) p Ql1ES� r 4 > 6 0V S601 BI T ' l� GL 5 12x13 12 HDR BLW. BEAM SCHEDULE: 1 EXPIRES 12/31/2022 r INSTALL OVER(2)2x6 B 2 GL 3 12x1�7/8 W12x50 w/4x NAILE :' TRIMMERS&INSTALL SIMPSON 8 I ^6 i e A35 TOP&BOTT,EA END B-3 GL 5 12x15 v S601 +4 � tis p+ I B-4 GL 8 3/4x24 B-6 GL 5 12x18 UNO I yh+b 6Q0 "�ck 21 I s`�sq0 SIM TYP I ,` dam$ 8 5 GL 5 12x11 7/8 B �y V� b 6 11 S501 .' e�ssT 6 Sj B-7 GL 5 1200 12 B-8 GL 512x19 1/2 +.. 0 > +� - el B 9 GL 512x12 �l�qc I mil$,0 I.:-;-,_:..._;;`; I /i S602 I iL i B-90 GL 5 12x9 s>' S2' I ' _ - _- B-11 GL63/4x131/2 B-12 GL63/4x15 22 B 13 GL 512x16 12 I B14 GL63/4x18 S601 TYP + +� I M I` 9+ _:;.«�{; yq S+> I 6. FLOOR SHEATHING SHALL CONSIST OF 7/8"WEYERHAUSER EDGE GOLD OSB SHEATHING,GLUED AND I Bl .i ao I > �+ mq - QO y� 'I l - NAILED WITH 1"GYPCRETE TOPPING(115 PCF)OVER ENTIRE FLOOR,UNO. PROVIDE 2x(FLAT) 5 /i 0 2' I 6 B io O ':11',- -'L6 BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 5 s I S602 SIM l� OS,�� b}si- 7. REF SHEETS S600-S605 FOR TYPICAL WOOD FRAMING DETAILS. \- - sue„ _ __ __ -- -- ------ ICMST14c F 491 8. REF SHEET S501 FOR TYPICAL STEEL FRAMING DETAILS. • 9 TYP 1 i I 9. CMSTXX-x INDICATES SIMPSON COIL STRAP WITH END LENGTHS PER SCHEDULE BELOW.STRAP SHALL BE I Mm S601 ' y� CONTINUOUS PER LENGTH SHOWN ON PLAN AND DETAILS. "-x"INDICATES DETAIL REFERENCE BELOW I S• 601 TYP AT NON-> yl 6Q00�3� I WITH ADDITIONAL INFORMATION. DEMISING >;_▪ x'.•;; 6+ a. AT JOIST BLOCKING,REF DETAIL 15/S601 WALLS W12x50 w/4x NAILER b. AT BEAM/JOIST,REF DETAIL 14/S601 LIGHT ANCHOR, +41' 'Po R W (3)PLCS A I d. AT TRUSS,REF DETAIL 2/S604ETAIL 15/S601 I b+b , :I s+� I^ e. AT TRUSS BLOCKING,REF DETAIL 6/S604 o jy 3� a51 : 21 v6 05 d'+ 0‘'-'7 6+ S501 •'+ l� (1\ I COILED STRAP SCHEDULE - cl 'lam o I B(Li q0 STRAP MODEL FASTENERS END LENGTH(IN) Pj tflj I 6 I IICIP CMST12 (86)0.148 x 2 12 39 o SIM S602 (3)49) PLCS I O CI CMST14 66 0.148x212 30 �r _;' ?.;; •:;=, e AT LIGHT G CMSTCI6 (50)0.148x31/4 20 N r 6 SIM ANCHORS 1. REF SIMPSON FOR ADDITIONAL INFORMATION I I 5602 (�- II 0� 2. USE HALF OF NAILS LISTED EA END OF STRAP 3. WHERE WOOD SPLITTING IS ANTICIPATED,USE RTOTAL NUMBER OF NAILS&USE EVERY OTHER + + --1?.":,,,', �y. d sTHOLE,ADJUST END LENGTHS ACCORDINGLY. 1 .ry + >• b 6 O. 7 1 Os SIM PLCS2) �i '' yy S501 SIM(2) I I 10. INDICATES FLOOR AREA WITH 1"OF NORMAL-WEIGHT CONCRETE OVERLAYMENT/TOPPING WEIGHING \ _- _ - [" Ji- _pLCS-- - - - - - -_J 5 ���������, 16 PSF MAX. DEAD LOAD=38 PSF;LIVE LOAD=100PSF. 4 ,L CMS, I I 11. IX X INDICATES SIMPSON HANGER TYPE REQUIRED. ANY PROPOSED SUBSTITUTIONS MUST HAVE 46 I x ys I I EQUIVALENT FLOOR LOAD CAPACITY 4 � s }h+_- © - A 2 5 16 5 7 1 `5. I STEEL CANOPY,REF I I HANGER SCHEDULE Ay S602 I S601 ARCH&DETAILS MARK SIMPSON HANGER TYPE CAPACITY `t' 44 w SIM 451) S501 W c S602 Il I - c 0� Zr W18x76 NO NAILER W W18x76 NO NAILER TYP 2 8 12 I I I 15 p " Z z 0 B 11 BLW 2-1 HB3.56/11.88 5,395 LBS N S501 z O OC)TYP 12 ©SIM I (B.O.BM EL=109'-4") I I -. Z 2SIM x x ® 1 • 1 R. CONCRETE RETAINING in y� +6 • J-2 y` i ► yc S503 yc � y�4' ' 4' 12 O¢ WALL REF S100 2 612L`r+S �ys'iP q0 6� 3� -t 6�}�``b 6� 2 6Q0Z O U I I �A liy`+�y+S'> b+ 51 vf• 0� 3 b+yb}h 0�� I 6+ S602 6+ 64 61'� I bi.. S603 O b • y -16,_0"Mlles �- +^\ W Wt . .. . _f_ y in- b a r+ Z ! yq�CMST14 a,b yq j CMST14 a,b Z . j j/ ./ EA SIDE OF y `, - 1 --T -- - A e o /�/ r r OPENING 2 O v o s s •( O Z 0 x TYP® ST \.' ,1 b+b i +6 a s+ yF ( y q q �d+ +'5' 17. m y 6"ISOLATION W18x35 a 3 ::.-: 6 +i0600 6QoQoy `I'd+ s+s yK OtP Otf, elm S+�iOj yhlh S6 yhi 6� I,� GAP CW .1. W18x35 /4x NAILE- x; "`:m - " gOS,sT 6 +� qOs Qo +'vim �y y Zy 6+ G ll w/4x NAILER W18x76 w/•x NAILER + 0 6 /41 • h d > 0i rr A I I 6 W12x3r CL y x y l `� 6+ / / b. s m. s fib, • yy 0�' I ® o i 11 U ,\ .9 Ss Bl ss y q .. 24 a � S J_3P !LE- �I� }y+ II l� + �© ty fiy d'sS, oOpt s� oo J1 I J1 I J1 J-1 J-1 IMP S603 J c yyh TYP + 1� s+s+S S60��►, m ' B m HSS6x6x3/1., ® %�/,.� �/ W I• W �� 1 1� sa, AI �I 'r W y o y ,�• ' :"h d 4 a6 �b i 15 s . �s 4 I I 0 S o W i' s x Q.;'.:':i.•M y tom` '� +o S501 fi'w y / / :Ey J-1 J-1 3 el ss+ N = ,1; ss 2 :- i Qo �� ' 6+ �� ssoo �� q ��® I co I j j3 s x ¢ �i s x -:':. 6 6+ 61 0 J-1 DBL d o O 14 /if f- \, z TYP +�3 v' 3 v6} 6} 0� yy TYP l� q sT I I20 - 2 S601 jQ W18x46 c ® it3, Zi •I OST 600 , - ali .I w/4x NAILER 3' W16x26 ��Ir B 3 `� P / ' � Z K \ - W , B-5 TYPtli TY O 6" w/4�NAILER W r,.-• ,.•• I I 0 J y y TYP N M T14- rQ C S ba� • o �: h s•6 2 cc 6 2: % CC .•y; - • 6 G s I 6 ,6 o + A. y. 6 - -0 5/8"• OA I I v= • fi, y s s' I 'T'� 3 ; .W ,;. - .,.L;, .:--.. - f..,...:••".,...,.' . ;. R:. .- - , .,,L- r•.. t-:-�. -' ,`''_':::`'° I?�."'- :�.:,`':• �•0_• 6_ cMsrcls-c.G.: ., �1�� _ 0� W16x36 w/4x NAILER J W x26 w/4x NAILEFZ.:. iW16x26:::.. :..�, �:8 5•: .:-. ,. O � - - 2 �L W w/4x NAILE- I I ; �':" 1 0 Q al � � x c � 4 h � I e I I I I' Ct 5S = Oy 18 +6 tiS, �'Q T Oy x - I +6 1 1 1 1 cMsrcl6 c _ B S J-1 J-1 ¢ x 3 '� S 2 6Q o 2 '$ 9 6 DBL J-1 Q liy s+s+ W p 64 S501Artik S>, �'Trd+/3'v bi' 3 4 `I'> I S601 I I SIM Q n I to -' 2 Ak drill SIM m rr 3 13 I d ® ��6 ��6 i W � 2 �IVIP ® J2 J1 J3 J1 J11 �p J1 J1 J-1 J1 tD4 y6}6+0� yyihl 0���� IJ ".f_ y y c 6 TYP TYP J 4 tiS,s W b+y+^\b 1 6QOy yc� 19 6QOyt�7yt, I TYP AT W16x36 W16x36 w/4x NAILER � W16x31 w/4x NAILER N �` fig\ n S� a se* b} 0�c. S601 b+ 6 Sv I I /NON- coo w/4xNAl 1 „F O .- huh 0�1 `�'0�3� ® Blimp `[ j \Tt 6+ 6+ I DEMISING rF 2 �yy �yy ® ®i o 0 B 5 EA SIDE OF I I WALLS CI I • I 1 10 c24) 2 3 r BALCONY > TYP o 6' a+ I� I ® U y :'t',:•..',y�'. S601 S603 x lA' =" x 6.3„ ml0 a 1I p18 - NP S , qOJ>ao EP I 6+6�� 6+13 t'O S501 ® I 8-2 11 _ 8 2 B-7 B-7 •1 8 \--------- -; -- - W18x35NONAILER 1 I /I 1 --r"' ' Jc\ • STOREFRONT GLAZING y+ y} S502 O O O O OS.0 O a I y :I'-" y 2 S501 y y Q Q Q Q Q Q i� ,M O m VP I 2 (BLW),REF ARCH X\S 1 jy yJ T.0.PLYWOOD(111' 9 7/8") 6+6 Sl �6F6 3' 6+6 fl 616 3� 0+6 S� 6}6 y� I m +be 0\ ril' +6 ':0�` © © 0� 0� 0� SIM OV 9V ® 0� v? 9? ® J-1 6 .6 /�\ TYP 1 I I UNO ;; I TYP AT •N- IHOLDOWN TIES,REF DETAIL, I I " - WAL SN. EA END OF BALCONY BEAM I I I t• '-- ! b sD 3;.:; yy<'31- jl J8 J1 J1 I J1 I \)14 1 le) 4 :', bQ 1 08/16/2022 PLAN REVIEW il lol - I _ MARK DATE DESCRIPTION 11 = O I ("). II I�I I S501 `I 5 SIM I1 y�, ''' �S' Ili Issued: 12/15/2021 I I II _ W TYP 6 Scale: As indicated ow I II 6+ J _ r_i_7=--490 I �' II ► ► ► Drawn By: MF 1 (i).__\ \---- ------ t- U i \ CO - - HSS20x8x12yiP I 3"TO' - 6�- s , Reviewed By: EQ CL HSS 6� (B.O.BM EL=110'-10 12') `-r �yy� 10 s o1 (9) �l12 �'� ssol TYP STOREFRONT GLAZING 0 S501 I UNO i L 1 I I I I (BLW),REF ARCHI `1i1 e VCopyright 20071b360r20 . .�I����aopl►j, '� Sfi�. 1 PERMIT SET 30'-0' 24'-0' 14'-4' 1T-8" 36'-6" 30'-0' I 24'-Q' I �f 4 MIT 11111411 l ►. .101 � ''i1;I mil"I\� ;* �'\* �1AR �+ �-- o o ;.�4.�;�` ..-3.41p ,�o. ' ' SECOND FLOOR r FRAMING PLAN o ® co o e o o 4111 ��I 'IJRr '�Q .ter "- N hl ✓/ o N \ N SECOND FLOOR FRAMING PLAN .1400 Si 02 N 1/8"=1=0" S102 60 50 I 40 I 30 I 20 I 10 0 I 60 I 50 I 40 I 30 I 20 I 10 o U o U - 8 I I S601 7 • 114 S601 TYP UNO.„ . 0 \ \ 1 1 ,.. _ , .,.. +S S O 4 +�1 I i 11 ►c fy _ BORA S� S� S601 TYP AT NON- . 0! J-1 J-1 DEMISING WALLS —} A 6, B 2 \�1 y*c (1)9' QO 7 N s 6 e3 A+� ^ +� ry\ti}6 +� cil 7 Bora Architects,Inc. 20 SW Washington,Suite 800 o,s os yc yc s' 6 s/6" y y Qo 0 Qo / ,i, QO y'c a Qo yt Portland,Oregon 97205 503-226.1575 r B 2 qOS� }b }6 E(E DETAIL 8 ,6 6Q00�yk A I p,}6 43 46 `.1� r i I 6 TyP 6 © S605 B3 — — — — --� 2 www.bora.co — 7-7, QOy`�I m' ! .O T O.PLYWOOD(121'-10 5/8°:1' ' 6}6 ''`I .: :.. "":;;$ CMST14b,c NOTES: EQUILIBE3RIUM 1iI. (XX'_X) INDICATES ELEVATION OF STRUCTURAL ITEM NOTED. CMST14 c� r 6+A+Sq 2. D-X INDICATES SPAN DIRECTION OF DF#2 SOLID T&G DECKING WITH 7/8"T&G WEYERHAUSER EDGE GOLD oy 6qp psr 4 SHEATHING OVERLAY AND 1"GYPCRETE(115 PCF)TOPPING AT CORRIDORS. — }bQ Bl S�, QOy yc 6 /y � 6 O s1 DECKING SCHEDULE: O Q 6}6Q 0� D-3 3x i 1 B S D-4 4x M B-2 6 3. ® INDICATES STRUCTURAL WALL. ALL WALL STUDS SHALL BE AS NOTED BELOW WITH GYPSUM BOARD r Q • S602 TYP SHEATHING BOTH SIDES.REF 10/S601 FOR TYPICAL WALL FRAMING INFORMATION. REF S201 FOR • QO ^ QOy� h 2 5+6go OdT STRUCTURAL T R REQUIRED. SHEAR WALL LOCATIONS AND INFORMATION WHERE STRUCTURAL SHEATHING IS ENGINEERS — 6 i 6 S' ;a;_•; S210 d 8 b� R} fS ' Bl 16325 Boones Ferry Road,Suite 202 ,eZ S601 LEVEL 2,3&4 EXTERIOR&INTERIOR WALLS: Phone: 5regon 7035 -•-:-,1;,".'::'!:: '.- Lake Oswego, Oregon 97035 i TYP 2x6 DFL No 2 OR BETTER @ 16"oc MAX,UNO 8 4, J-X INDICATES PREMANUFACTURED I-JOISTS.USE HANGER SPECIFIED UNO ON PLAN.REF 9/S600 FOR WWW.EQUILIBRIUMLLC.COM ,-,.1::;'S : CMST14-a,c HANGERS OVER PLYWOOD OR GYPSUM SHEATHING. 6 3 - \ - - sx`I - - --- © 6 ^-rt;i;"I I- 12'-0"MIN S C7) JOIST SCHEDULE: QOy .;,,':;? ;: t' EA END +Sq J-1 11 7/8"TJI 210 @ 24"oc MAX w/SIMPSON ITS2.06/11.88 HANGERy��`pCPROF s p} ,p+6 ;' ,";'- OS J-2 11 7/8"TJI 210 @ 16"oc MAX w//SIMPSON ITS2.06/11.88 HANGER w ,,,‘GI '.� q0<• I J-3 11 7/8"TJI 360 @ 16"oc MAX w/SIMPSON ITS2.37/11.88 HANGER \5 �N /0 J-4 16"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06/16 HANGER 19402 8 J-5 11 7/8"TJI 230 @ 12"oc MAX w/SIMPSON MIT3511.88 HANGER(BA4.75/11.88 @ DBL JOISTS) S601 J-6 9 12"TJI 110 @ 24"oc MAX w/SIMPSON ITS1.81AJ.5 HANGER �/ J-7 (2)16"TJI 210 @ 24"oc MAX w/BA4.28/16 HANGER wir' O GO TYP y, -CMST14c I J-8 9 12"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06/9.5 HANGER a� �� UNO QO ';';:;6 ;;"•, I 5. B-X INDICATES GLUE-LAMINATED BEAM TYPE. BEAMS SHALL BE DF/DF 24F-V4(UNO) 9�0 2 �99a0�' 6 _ \ I p E r p+ Sq BEAM SCHEDULE: QU 9 r,': B-1 GL 3 1/2x10 1/2I EXPIRES Sara rimz l S601 B-2 GL 3 1/2x11 7/8 o ` B-3 GL 5 12x15 4 2,4 B-5 GL 5 1/2x11 7/8 O' B-6 GL 5 1/2x18 }6 0. Q B-7 GL 5 1/2x10 1/2 ^ B-8 GL 5 1/2x19 1/29 B-9 GL 5 1/2x12 B-10 GL 5 1/2x9 S601 I B-11 GL 6 3/4x13 1/2 I 8 B-12 GL 6 3/4x15 S601 B-13 GL 5 1/2x16 1/2 TYP B-14 GL 6 3/4x18 6. FLOOR SHEATHING SHALL CONSIST OF 7/8"WEYERHAUSER EDGE GOLD OSB SHEATHING,GLUED AND +6 �+6 j ..... .I NAILED WITH 1"GYPCRETE TOPPING(115 PCF)OVER ENTIRE FLOOR,UNO. PROVIDE 2x(FLAT) 5 _- ` r- q0 i BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 5 S> S j 7. REF SHEETS S600-S605 FOR TYPICAL WOOD FRAMING DETAILS. I O CMST14c\— —-_-- -vf--"^ — — __ _ _ _ - - - - - -—-—-—-—-—-—-— —� — 8. REF SHEET S501 FOR TYPICAL STEEL FRAMING DETAILS. 9. CMSTXX-x INDICATES SIMPSON COIL STRAP WITH END LENGTHS PER SCHEDULE BELOW.STRAP SHALL BE CONTINUOUS PER LENGTH SHOWN ON PLAN AND DETAILS. "-x"INDICATES DETAIL REFERENCE BELOW m ' r WITH ADDITIONAL INFORMATION. 7 TYP AT NON- a. AT JOIST BLOCKING,REF DETAIL 15/S601 DEMISING WALLS b. AT BEAM/JOIST,REF DETAIL 14/S601 c. AT DOUBLE TOP PLATE,REF DETAIL 15/S601 "' d. AT TRUSS,REF DETAIL 2/S604 f e. AT TRUSS BLOCKING,REF DETAIL 6/S604 — c COILED STRAP SCHEDULE r ' ' i STRAP MODELFASTENERS END LENGTH(IN) — ``Y.}a'.- (86)0.148x212 39 o CMST14 (66)0.148 x 2 12 30 ','.re,,t,., CMSTCI6 (50)0.148x 3 1/4 20 AP _ _ 0 G H 1. REF SIMPSON FOR ADDITIONAL INFORMATION c'co 3. WHERE2. USE LF OF NAILS LISTED EA END OF WOOD SPLITTING IS ANTICIPATED, _'r TOTAL NUMBER OF NAILS&USE EVERY OTHER A+ p+' ' HOLE,ADJUST END LENGTHS ACCORDINGLY. aq 6 Q S>, '=' S-:,•' 10. INDICATES FLOOR AREA WITH 1"OF NORMAL-WEIGHT CONCRETE OVERLAYMENT/TOPPING WEIGHING v X 16 PSF MAX. DEAD LOAD=38 PSF;LIVE LOAD=100PSF. O -T- \ `� / 11. INDICATES SIMPSON HANGER TYPE REQUIRED. ANY PROPOSED SUBSTITUTIONS MUST HAVE 4 CMST14 X-X EQUIVALENT FLOOR LOAD CAPACITY. 4 HANGER SCHEDULE GL 5 12x 13 1/2 HDR BLW MARK SIMPSON HANGER TYPE CAPACITY _ I GL 5 12x13 12 HDR BLW. STEEL CANOPY REF INSTALL OVER(2)2x6 I3 1I H83.56/11.88 5,395 LBS o , INSTALL OVER(2)2x6 ARCH&DETAILS TRIMMERS A35 TOP& SIMPSON INSTALL ,. _ TRIMMERS&INSTALL SIMPSON 'is, _• - I I A35 TOP&BOTT,EA END BOTT,EA END esi3 I 4 rn I 5503 �'r S L_ _*' 6} I S601 I }6 6Q00b34 Z TYP I 6} — INONIOIM " - 16'-0"MIN 4 - - • 0 Cil) CM TI4-a,b J 1 B 2 m CMST1a,b 1rr "A H i - ��S� Ou 1\� I +Ap �6� +6 p l�ss+ +6q020 `L13 `�' m 05C L O W" 0Q Oy }A} O/ +6 \ d'� d'> J r+�, Jj S501 S502 p}6 e & T 6} T 6 6 S I vS . 15, p+66Q 9� S} S B + O 18x35 w/4x NAILE 1 + 7 ♦ , a d1+6gOS, ' 24 l� 0\� I 10 % .//b///� ® 601/ v �d' S601 ttl J 3 J-I J-1 J-1 J-1 J-1 5502 J,1 µ Sys TYP JDBL J-1'-+ �UN0 ' HSS6x6x3/16\ /m S UNOB_2 vopr DBL J-1/O I `�S3.1 m 15 10 666, S+ rp 1 l W 7 • c6q Film CI ®^ 05 S6�00 6 6' 5501 Sri 6 aoy J-133 0 ., ' . �i 0Q oyfl J1DBL �+8gg0Ark 'a $ _� I \ I I I 12 }S601 J 2 S> R} Q \. ' _ TYP l S>• dT o TT}610 "" �LOS I 21 o Z I I o l 2 ®iIS502 6 1 �� I g 1 1 1 _ B5 s NS s m w y�' - a P 21 O O O S +' CC 6 S s N ^✓ 0 \ - O.PLYWOOD f 0 5B" -A +' O - + ( k=� 15 6 Q '� :•Y•-:'r I cc m F. g•..: 'i CMSTCI6-c Ir -I'• .o• x DFL#1:,ro 6 B 5• U• �U •U 1 OINMEEIll �.® yrfi777//73'" 1 TYP UIJ1QOyQO�' I II CMSTCI6 c P1X• 6}6 6}6 S601 S210 S601 , / \ Q Q Q 11.1 J-4 J-2 J-1 J-1 J-11 "P J-1 J-1 J-1 J-1 ',5j;; i J-1 z - m o0 0 \ 1 I N I `� - g TYP ATI ,..a i. i i F Y CMST1 r / CMST14 b NON- • j!8- -- DEMISING 'r WALLS . W v.isic +6 }b I' I 9 t` 0. I , ' ' U �� (1-.) 0 1 1 1 III S \— --- --- \ '�� �° -• - — - - - - - --- - 2 s Q� Qo a 1 11 I �4TYP 64/ 6Fb �� S601 2 I TYP AT NON- ., DEMISING I I I I I 1 WALLS J-1 J-1 J-I J-1 I - M I Slyg0OS>, e!�gpOS�, a s� s, 1 08/16/2022 PLAN REVIEW 7 S601 _ _ MARK DATE DESCRIPTION TYP _ 0 - — TYP 1-,':. ?.. , ;_ Issued: 12/15/2021 I e ` Scale: As indicated I r r . "": ='. TYP Drawn By: MF O \ \ — — — — — — - — — --- — — — - • I I I y, I y� Reviewed By: EQ 6Qo Oyu 8 b90 ''` b}I 6}6 TMPS601 I b}6}� I�� ', „Hill '0101Ill11 PY 9 20071 b360r20 1 e o ti gf�,�' 1 iw - 1 PERMIT SET 30' 0" 24'-0" f 4'-4" 17" 8" �176-6 361-6" 30'-0" 24'-0" ��I Li I �'!�r"� .O. • f r , o tl mEt I �..tiri IA u o t r�"``� iuAprmuy I 0 o Opp® r� THIRD FLOOR FRAMING 0 co C o o C e © till I , PLAN N N \0 o THIRD FLOOR FRAMINGPLAN® ED S 1 03 60 50 I 40 I 30 I 20 I 10 0 60 I 50 I 40 I 30 I 20 I 10 i 0 O O C E 8 I ssol I eTYP / /,, , , UNO 0 I I .:. . _ _ . e F+rno ' AOST� r , , , j411 I I ::: 6+6Q > SIM TYP AT NONBORA - } 011 J 1 DEMISING WALLS/—(1'..SI-C3 e 2 2 N - /� 6Q0 7 ,+� b,4 +6 7 Bora Architects,Inc. A+6, +� I yeti I N 720 SW Washington,Suite 800 ��Aosr osT sf@$ �yc 9 �y( ,Ir5'-85/8"k QOco a Portland,Oregon 97205 B-2� s'j I b}6 S601 a,6 SEE DETAIL +6 0 ® 503.226.1575 E3 I . 8-3 .� 8 05� ( xi M �T.O PLYWOOD(131'sifi ." ., ii\P NorEs: EQUILIBRIUM . S605- +6Q.cP rn ;>•::• .SIM • -':'• :':,i.: $ CMST14-bc '). 0V I 1. ,POC-X) INDICATES ELEVATION OF STRUCTURAL ITEM NOTED. - \riap 2. D-X INDICATES SPAN DIRECTION OF DF#2 SOLID T&G DECKING WITH 7/8"T&G WEYERHAUSER EDGE GOLD q CMST14c, _ SHEATHING OVERLAY AND 1"GYPCRETE(115 PCF)TOPPING AT CORRIDORS. _QO9 , � o p}6+6Q� • i ® DECKINGD SCHEDULE: 0 0\ 8 5 D-4 4x ol B-2 -- ®1 _ - a 3. INDICATES STRUCTURAL WALL. ALL WALL STUDS SHALL BE AS NOTED BELOW WITH GYPSUM BOARD '; ® SHEATHING BOTH SIDES.REF 10/S601 FOR TYPICAL WALL FRAMING INFORMATION. REF S201 FOR ( ;<<' `:;i; © STRUCTURAL SHEAR WALL LOCATIONS AND INFORMATION WHERE STRUCTURAL SHEATHING IS E1:,11NEER " 3" Q05 Q05 : :i:•,::..: i1" 8 REQUIRED. J 6 6 p,+ p,+ tit, - ,-, �- ► S601 163es Ferry Road,Suite 202 0� 0� AO - 14417 TYP LEVEL 2,3&4 EXTERIOR&INTERIOR WALLS: Lako, Oregon 97035 S>p j- 2x6 DFL No 2 OR BETTER @ 16"oc MAX,UNO Pho 503.636.8388 '•.'tit`'• 4. J-X INDICATES PREMANUFACTURED I-JOISTS.USE HANGER SPECIFIED UNO ON PLAN.REF 9/S600 FOR WUILIBRIUMLLC.COM CMST14a,c HANGERS OVER PLYWOOD OR GYPSUM SHEATHING. s' 6 o \ — — ,-..:.;:::-;!-.:1,: -; — 12'-0'MIN ..., — JOIST SCHEDULE: 6 `�� 1i`,?:%;::;,'.,.' / s+ I CTUR QO EA END 6 o 7 J-1 11 7/8"TJI 210 24"oc MAX w/SIMPSON ITS2.06/11.88 HANGER q 6 p`""'`'•' OST S601 I J-2 11 7/8"TJI 210 @ 16"oc MAX w//SIMPSON ITS2.06/11.88 HANGER cRE�-PR4FFs b+ I•-,':+s J-3 11 7/8"TJI 360 @ 16"oc MAX w/SIMPSON ITS2.37/11.88 HANGER �S 04GI NE0,12 I::"'AOSu,' J-4 16"TJI 21016"oc MAX w/SIMPSON ITS2.06/16 HANGER 19402 ''I @ 9 8 J-5 11 7/8"TJI 230 @ 12"oc MAX w/SIMPSON MIT3511.88 HANGER(BA4.75/11.88 @DBL JOISTS) }7 S601 `-`'':'',,-.-, J-6 9 12"TJI 110 @ 24"oc MAX w/SIMPSON ITS1.81/9.5 HANGER �� I __ -- J-7 (2)16"TJI 210 @ 24"oc MAX w/BA4.28/16 HANGER Okk GO TYP K ',CMST14 c J-8 9 1P2"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06AJ.5 HANGER �� Q-, UNO Q05 I ,,_: : I 5. B-X INDICATES GLUE-LAMINATED BEAM TYPE. BEAMS SHALL BE DF/DF 24F-V4(UNO) 9.p ✓`I 22 1ye Q, i i ► BEAM SCHEDULE: P. Ql)ESE 9 11:':',;-:-•.'e: B-1 GL 31/2x101/2 EXPIRES 1291I2022 S601 (.•.:.-•::.'-•,-,'i I B-2 GL 3 1/2x11 7/8 o ;'" B-3 GL 5 1/2x15 � _ _" ts mmoli 8-4 II1! isi 8586 88 9 12 -• i ►r::- ":e.t ,-; .� ' B-9 GL 5 1/2x12 1'Y" "'""' 9 B-10 GL 5 12x9 :..;<: S601 B-Il GL 63/4x13 12 ( 8 B-12 GL 6 3/4x15 _I`"` ''' S601 8-13 GL 5 12x16 1/2l._:-{ - 'J-'- TYP I B-14 GL 6 3/4x18 I`x 6. FLOOR SHEATHING SHALL CONSIST OF 7/8"WEYERHAUSER EDGE GOLD OSB SHEATHING,GLUED AND NAILED WITH 1"GYPCRETE TOPPING(115 PCF)OVER ENTIRE FLOOR,UNO. PROVIDE 2x(FLAT) +6 f,-,, s--QpS'� BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 5 \Lcs>, I -, 5 I' " "' + I7. REF SHEETS S600-S605 FOR TYPICAL WOOD FRAMING DETAILS. ©. — I —_�® 8. REF SHEET S501 FOR TYPICAL STEEL FRAMING DETAILS. Ch1ST14 r 9. CMSTXX-x I INDICATES SIMPSON COIL STRAP WITH END LENGTHS PER SCHEDULE BELOW.STRAP SHALL BE `'- CONTINUOUS PER LENGTH SHOWN ON PLAN AND DETAILS. "-x"INDICATES DETAIL REFERENCE BELOW AI - WITH ADDITIONAL INFORMATION. k.,. NV SIM TYP AT NON- a. AT JOIST BLOCKING,REF DETAIL 15/S601 DEMISING WALLS I•''...:"::•;.' b. AT BEAM/JOIST,REF DETAIL I4/S601 L _Ic. AT DOUBLE TOP PLATE,REF DETAIL 15/S601 d. AT TRUSS,REF DETAIL 2/S604 1 c I e. AT TRUSS BLOCKING,REF DETAIL 6/S604 I ' COILED STRAP SCHEDULE o I. ;=;, STRAP MODEL FASTENERS END LENGTH(IN) I ,..` : CMSTI4 CMSTI2 (66)0.148x212 30 (66)0.148 x 2 12 30 o i' .._ _., O 111)J I CMSTC16 (50)0.148 x 3 1/4 20 _ _- H I. REF SIMPSON FOR ADD ITIONAL INFORMATION 4. 2. USE HALF OF NAILS LISTED EA END OF STRAP 3. WHERE WOOD SPLITTING IS ANTICIPATED,USE I• ,:*:• ":_' I TOTAL NUMBER OF NAILS&USE EVERY OTHER . \o'O i I-•'" ;,-r �� _ I HOLE,ADJUST END LENGTHS ACCORDINGLY. li s'• I 1::-.‘,.':::'.1 7�� 10 1-_ . / INDICATES FLOOR AREA WITH 1"OF NORMAL-WEIGHT CONCRETE OVERLAYMENT/TOPPING WEIGHING ��� 16 PSF MAX. DEAD LOAD=38 PSF;LIVE LOAD=100PSF. _"._ _-— 5 \ . ..._, „_. I I 11. INDICATES SIMPSON HANGER TYPE REQUIRED. ANY PROPOSED SUBSTITUTIONS MUST HAVE --- *+�-- © XX Q CMST14 C: EQUIVALENT FLOOR LOAD CAPACITY. 4 I I I HANGER SCHEDULE 4 I '" ,'.,. I MARK SIMPSON HANGER TYPE CAPACITY 1'='`'=- I I I I 4-1 H83.56/11.88 5,395 LBS -, N ce " �:`,- I IN 7I 6 1 6}6 S3 S601 N+6 0 — I.c-::..;-i „'•. I — 0TYP TYP z CO II II II } II II II IA n j It rn + p+ CMST14-a,bl B-2 CMST14 a,bIII A /�\ O f- ��A it sA'''`•' 1s,_0„MIN - -- --- II II :+� it+s 11 a+� II s II >ts �, 7 Z II OST ( '-- Oit,�•L` , g+@ �� y�--- I A -. A AOO pp 5 W Qp s�� �+ I I J 1 I Jsr ' Jsr I I J 1 °osT I I Js�I I $s/ 6Qo0�� \ I ‹ sr e+0�31 m+�• 64667111'.III I I I I I 14 ssoo �+ d 21 I I I I DBL J-1 U O 1 I €10•";';:, ssol "+�� IJs II II II II rrPJ c .:i'i`=-•Y.•%•_ p > /HSS6x6x3/1 TYP • e-z m 15 m II II II 11 BLJ-1/� II UNO = M ;,;' y::'.„, ® 41/�:t-h mo ssoo,TYP s/ 10 1 yss�+s s I I I I I I I I I I Iminm W 7 p ®' +6QI0-0V; J-1 DBL }6 ally + �1 + + 1 J-1 I I J-1 3 - eQ Qp 1a �' s°o `� 1 \ II \ I I y I I I I- 3 S601 J-2 + s s s I II 0,,,,!,-:,.:',.c. SIM 1 ssoo ' I o ? II o 2 I I 6 z II soot II I 0 2 II -- TYP m V • • IN •C_ II O • s 6� y S502 > - - I CC G r- �, MSTC1 S S6 2x1/4 O F • / II I I II J�':'>(F 'T):''- u --C7 U II os II Cos ,py II I II I I II 1 cMsrcisc _ Ct _ II 6+ II 6+ 64 II S601 11 II 7 :-:`' •.,;'.`' TYP Q S210 Q W II II II TYP k II II Ir,, :,.;; CC _ J-4 J-2 I J 1 J J 1 1 J-1 J-1 11 J 1 J t II J-1 II .o II II II II II I IJ3 N II / • II II m 11 8 I I I I CMST14- 2, T ' CMST14b II I I 11C7 I I I S601 II II II II SIM PAT II ( ':.,;,`.:-� "+ \+5-6' NON-•EMISING m II II6,. (7) 50 II 11 WALL• 'I 9 II II e<�rr II 0 - II II I II,;r:', _• ssot ' II I ' + I 1 c��'LI IT_- — — — — — ,.aa,w.a.. e -—- - - —.. ��e-• 2 8 +a s+a , I I I I I ssol TYP Aos� A°s� I I I I I I 11 2 4 0 CO II II I II 0 1 1 ww II II I I.c II 14 I 1 I a ro c \ W 2x8 I I J-1 J-1 I I J-1 11 2x8 W S604, z�O 0 III II III o c9 Qgg 14 24"oc I A24"oc� O F S604 J I I I I II 11 If 0 >• est cn o=m i m 11 I I I I ssot II m 1 08/16/2022 PLAN REVIEW ROOF p I I I I (I SIM TYP II p ROOF TRUSS AT NON- TRUSS li MARK DATE DESCRIPTION ABV 1 I BEARING p`� I I I WALLS I 5'( ABV 1 — o I o+��� , II I o+��� S601 Issued: 12/15/2021 I I I I Scale: As indicated II 11 1111 II r I Drawn By: MF 411.31 \ \ — — c "� _ 4:1 Reviewed By: EQ Qps I Qp5 st‘ ,... 1.41 ,...„1„,. "-oil: I I i I 8 i.11_ ,1��1�N ,;o .�;,�. Copyright 20071 b360r20 1 i i 1 I a o ,.ra t , , �,��, ,, , �.Tj ►.� ! �► �- - �:;. 0 1 I PERMIT SET 30'-0" 24'-0" 14'-4' 1T-8" 36'-6" 30'-0" 24'-0" 1, t► i/ ' A g �mj N' ® O 0 0 ►�'����� O 1 l 0 \v// I D ' , `'° ��!� - I ' ;o FOURTH FLOOR 0_ II! �t\o Q'I •• 1 0-- .41. 8 D F G �'I !I ® p FRAMING PLAN O C O © CO �� ,% N N O `; FOURTH FLOOR FRAMING PLAN I 4, S 1 0 4 60 50 I 40 I 30 I 20 I 10 I 0 1 60 I 50 I 40 I 30 I 20 I 10 1 0 0 0 (i) 0 I I I _ 3 I ADD'L TRUSS S604 OVER WALL I CU-2 0 I I I L _\�- -— — r --- - -- -- ---_r, - �- - - - - - - = -- MAX WT=75 LBS MAX- O I I I I MAX WT=150 LBS � G' BORA I II F I I 2 I HP-1 11 I IY I I MAX WT=200 LBS CMST14-e • f CMST1 =[ I HP-2 + --- ---- I MAX WT=200 LBS 9l °.o Q05\Z1 ROOF HATCH,I o I --- I:-_ - - - I I HP_3 O.9 �.6 0 cct II a.-1 1 S/ 01_7 `II II MAX WT=200 LBSREF ARCH B-10 7 i I i \\\ \ I I r — — J-5 — — — — 7 Bora Architects,Inc.! 1' `r ///f b IIce I r— —� r - r---1 fU- r— , 720 SW Washington,Suite 800 Q • III II L---J L___J L---J III_ _J �__i I Portland,Oregon 97205 I I it I I I J 5 B C 503.226.1575 I 1=I 8 N., S604 16 I I TYP MAX WT=200 LBS I r, I I () (2)J-5 2 J-5 I_ I — I I www.bora.co S604 -—- 6'-0"MIN-—-— S604 — U I SIM I • TYP 6�0v� RIDGE I L J I I f ---_ _— a J-5 II I I °+ 6+ CMST1' CMST14e ( I II I �1+6'q <9 6A <9 0 ! EQUILIBRIUM Fi Fs? BTO. 8 10 6+ �i °iP .¢,11 . • - • n f: 4;:4,= ,=,7-4-- - _' I I I el 6-.0 l Qoy 3� I °s� °s� �, Ltrois 1 J :CMST14� II os+ 6 ev B-524F-V8 I - HRU-2 >, 1>< 6+ _.rs�oiw I I F � — I HRU-1 J Ir, w/SPRING ISOLATOR CURB- I I - l.. _ w/SPRING ISOLATOR =— O CURB — ,,. .:.:'.....: .....::`' �;"•`t".;_t;• UNIT I I - - - - n - 5• - 3,200 LB UNI + � •, I- E3 I f + I t 2 L I 3 00 B UNIT 700 LB C RB I I u 2- - - 3 900 LBS MAX - . J I T r 5.••� - J UNO J 5 -_ 2 UNO J5UN0 II- + � II 3 900 LBS MAX II •-i' /� I - I I l - • 1J I - - I ¢ I `II- - II I • 3 - I I o - - 1•= I w I - - Si � (2) BLWNI 2 - BLW NIT -. J 5 UNIT CURB - � J 5 U 8_ W - II N I II l: Wiz' - t � O' INSTALL TJI BLKG BLW I"I I - - II I II I - I 1 6. UNIT STEEL ROOF CURB 2 J 5 BLW UNIT CURB I J E N G INEER- S� - J 2 J 5 BLW UNIT CURB rr • CU - \ I h m�I-- I 16325 Boon F I =i O es a Road Suite 202 An J y y Q J - y • - •l �F Lake Oswego, 6 Oregon 97035 O O O co O e9 �9 O. Q I. I - - Q b Q Q :i s Q I A - I i� I m Phone:- - 6 ne:6 6 1 503.636.8388 r ^,. 6 6 V 6 6 6 6 0 S� S� R 4 PAT 2 3� 3� 1- TY j / W W W.EQUILI BRIUMLLC.COM 11 _" I g B a CMST14 e I J 0` 0 0 I g `y��� I I I ��)J_5 I I �l +� \ - - ,� 1" - - - -_ --- — N — -ml�s- - — 6 6 © i -VALLEYS B-10 •II U �•-� 0 _1 1 — 11111 +s ENLARGED SOUTHWEST /c3CP.C � mm A+6Ap ,R- R 1 to I -OO MECHANICAL WELL PLAN 3 6e°II t Bp+bp BA+so 6�s U III �l S� ® I 3/16"=1=0" 5105 b+ �l r� � �s 4, II QED ROF l l ¢ „ I I 0� !y �Cj �NCaI NE �(SrO 19402 y I S604 Os>, �y Os>• e'5: 14,_0„MIN 11 i I m R 4 r ' I 9 B-10 W l� / EA SIDE )) TYP I I• I I I //// r ' I B-10 \ AYE u+ I \+16 I d' Q (y* or GOct- Cr -00 6,'O 9 4/ 22,,9��0�"1A+ BlF+ro Q II d• I MAX WT=250 LBS+150 LB CURB= �l�> > I Bl�> O p QUES�� I s° m 1 0 0,, Q 1 ; I I 450 LBS MAX 1 I EXPIRES I2rl1I2022 ¢I o L B-10 I I chi I I N — RIDGE a o" 1 , c --- I I 0 ENLARGED NORTH MECHANICAL WELL PLAN 2 0 ., a I I 3/16"=V-0" S105 - 7,7 - - ------ - ---MIN.'=a.f2;7:: _ F+ 6, 6'+ 6+ v J 1s I I e e _ - A A A A A O !- O• ryO O ‘ZO s s s sso4 I s s r r r r 8 2 B-2 8-2 8-2 I - I I t . I I 4 - - - J - 4 - - - - ,ram,', -- HRU-3 '• (2)J-5 • S604 -- - J - - Q 4 w/SPRING ISOLATOR CURB- S60 A' I l l I 2 J5 °O o /// 3,200 LB UNIT+700 LB CURB= ,� ,n �n NOTES: 5 � � i 5 TYP I s>' S's II z I TYP 3,900 LBS MAX i i B-10 I U I I 1. REF ARCHITECTURAL DRAWINGS FOR ALL TOP OF ROOFING ELEVATIONS.. _VALLEY_- ___ 0 INSTALL TJI BLKG PROVIDE © I I I I BLW UNIT STEEL I FOR EXHAOUSTN _____ __ I FANS ROOF CURB \\\ I 3 II I I h - -� \\\ EF-1&EF-2 2. //// INDICATES STEP IN SHEATHING ELEVATIONS. I S602I I I ' I I I MAX WT=50 LBS EA //// I1 I •YP EA © S604 I L -I 3. ��r�C\ _ INDICATES CHANGE IN SLOPE OF ROOF TRUSS TOP CHORD. END 13 I -,- L — -_ 4. RT INDICATES PREMANUFACTURED WOOD ROOF TRUSS AT 24"oc MAX WITH 5/8"CD EXTERIOR I I TYP I .' I I 1 SHEATHING. PROVIDE 2x(FLAT)BLOCKING AT ALL UNSUPPORTED PANEL EDGES. . 5. J-X INDICATES PREMANUFACTURED I-JOISTS.USE HANGER SPECIFIED UNO ON PLAN.REF 9/S600 FOR W -1r---1 HANGERS OVER PLYWOOD OR GYPSUM SHEATHING.I I r- a 0 ` I __ l ___ ___ JOIST SCHEDULE: I j I 7 J-1 11 7/8"TJI 210 @ 24"oc MAX w/SIMPSON ITS2.06/11.88 HANGER I cc I I I /• I I—. .- J-2 11 7/8"TJI 210 @ 16"oc MAX w//SIMPSON ITS2.06/11.88 HANGER o I J-3 11 7/8"TJI 360 @ 16"oc MAX w/SIMPSON ITS2.37/11.88 HANGER Q CU-1 I J-4 16"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06/16 HANGER I ¢ 16 I I MAX WT=200 LBS J-5 11 7/8"TJI 230 @ 12"oc MAX w/SIMPSON MIT3511.88 HANGER(BA4.75/11.88 @ DBL JOISTS) �I I I S604 I HP-6 I J-6 9 1/2"TJI 110 @ 24"oc MAX w/SIMPSON ITS1.81/9.5 HANGER I AM X WT=200 LBS J-7 (2)16"TJI 210 @ 24"oc MAX w/BA4.28/16 HANGER 1 RIDGE 9 A+, I I J-8 9 1/2"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06/9.5 HANGER $AOS> y �,Ir I I 6. PROVIDE 3/4"CD EXTERIOR SHEATHING WITH 2x(FLAT)BLOCKING AT ALL UNSUPPORTED PANEL _ 71'� EDGES AT ROOF AREAS SUPPORTED BY J-5 JOISTS. �- G —_—_— — ",;' --;:fr ,"' .r � y :,'' =' -' _ - - - - - - - - N 7. INDICATES GLUE-LAMINATED BEAM TYPE. BEAMS SHALL BE DF/DF 24F-V4 -� f, r_ rt • �:.- -i� 5 ENLARGED SOUTHEAST B x (UNO) --- - -- - -- --- Vi'I..'.' ; - - I I ` , _:.•°•, tcM§-1- e -' - MECHANICAL WELL PLAN 4 BEAM SCHEDULE: 4101 4 3/ 0` S 05 B 1 GL 3 1/2x10 1/2 + - _ :-.MIN: - - - - ▪,, 3_ •- �,- -•- - - - I B-2 GL 3 1/2x11 7/8 :0' B- 3 GL 5 1l1x15 I B 4 GL 8 3/4x24 I - 8-5 L 172 7 - - I G 5 x11 /8 0 6 GL 5 1/2x18 a _ _ --_ - _ - - I B-7 GL 5 1/2x10 1/2 a B-8GL 1/2x1 1 14'-0"MIN': I 5 9 /2 I - - - - 8-9 GL 5 12x12 - AT TYP B 10 GL 5 12x9 INSTALL BLKG GLAZING - 1 V - - _ I I SI M sY, s - - I B-11 4x - WALL LOCATION GL63/ 131/1 a:91� o � Ya9l� ° 3 l� I B-12 GL63/4x15 I P> ST l cf' I S'> I S604 B-13 GL 5 1/2x16 1/2 VALLEY I S604 4,_1 I I I B-14 63/4x18 10 „i B-0 / 3/8; -- --- _____ 0 8. REF SHEET S604 FOR TYPICAL ROOF FRAMING DETAILS AT TRUSSES I rCMST14-e I I 5600 I ' I 9. CMSTXX-x INDICATES SIMPSON COIL STRAP WITH END LENGTHS PER SCHEDULE BELOW.STRAP SHALL BE �,// I II 3 I 1 Il ` AT HOIST I I I I CONTINUOUS PER LENGTH SHOWN ON PLAN AND DETAILS. "-x"INDICATES DETAIL REFERENCE I 3 e �TYP F I EEA NO S602 I — —— 2 ,_ - a , BEAM I I I- I I BELOW WITH ADDITIONAL INFORMATION. I S105 SIM S604 I III m a IO LLI Z Z I I I a AT JOIST BLOCKING,REF DETAIL 15/S601 C I CMST14 a CMST142 DRAG TRUSS 3K(ASDj- o co 4 I S604 I I b, AT BEAM/JOIST,REF DETAIL 14/S601 G _-_— - --- / ----I xI--,,, ¢ S105 CMST14-e CMST14-e I-� 8.0.HOIST BM 140'-0 t/8" ° 6-CO ----J---- ---- a AT DOUBLE TOP PLATE,REF DETAIL 15/S601 0 a ak / ( ) O 2x6 @ 12"oc 2 - -- I I d, AT TRUSS,REF DETAIL 2/S604 irk / I %� HSS6x6x3/I6_ 'ej 2 W e. AT TRUSS BLOCKING,REF DETAIL 6/S604 7/S604 J o I \\ 2 S604 /� a O I &8/S604 T W rC o SIM - a - SIM ®i 12 ti I COILED STRAP SCHEDULE y c•, I8.0.SEPARATOR BM(140'-2") )) ,- ► Q` �� rn+s O S604 REF NOTE 6 FOR `� — - I STRAP MODEL FASTENERS END LENGTH(IN) W I /// I YY B.O.HOIST BM(140'-0 1/8") o -.0 I SHEATHING AT MECH J I CMST12 (86)0.148 x 2 1/2 39 3 I I SIMe 1 I I I 12 r i< o m 3 S> Q EQUIPMENT WELLS,TYP O I e CMST14 (66)0.148 x 2 1/2 30I S604 1 II I S604 1 2i. , ¢ 12ITYP CMSTC 16 (50)0.148 x 3 1/4 20 B 3 I _ 1 7 5604 1. REF SIMPSON FOR ADDITIONAL INFORMATION O Z ti _ __ - —I 2. USE HALF OF NAILS LISTED EA END OF STRAP 6'-0"MI e l - I I S604 I I II .} I 3. WHERE WOOD SPLITTING IS ANTICIPATED,USE \ CMST14-e I 'S �\ CMST14-e II CMST14-e \ II 'r rip CMST14 e d I 6+6 Sdc� j RIDGE �` I TOTAL NUMBER OF NAILS&USE EVERY OTHER SIM I CMST14� I I COt $S+ +Y+� V ��i a I I= HOLE,ADJUST END LENGTHS ACCORDINGLY. O cc 2 I B 3 B-3 CMST14-e v I �T BI�A I N CMST14 e - 6x8 - \_ , _ n — _r_ �, -�-r ��_ T_;- - II I _ 10. 'X_X INDICATES SIMPSON HANGER TYPE REQUIRED, ANY PROPOSED SUBSTITUTIONS MUST HAVE m - - 4 �- I�' <.. E U VALENT LOAD CAPACITY. Q�'� ENDTfJP__GHOI3D_ 't_•• - - -4: TO RIDGE sso 'S 5 2 cc HANGER SCHEDULE J' �, I 6 - U S' - t - `:i � •F Q MARK SIMPSON HANGER TYPE }I_j ,�.•: :br.r,:•;,•"•,�' ' '� CAPACITY a V r� '^ Ly 'J i. 0 • _ V J• _ W. - W - ¢ J, W .( EG 5.62 SOS R-1 17,085 LBS— 7 - -J Q 8 I _ _ :m I• - Q - , - 3 1- - �� - ti .m .m S60 I w 5603• �'r . ' R- HUC 610SDS 2 5185 LBS O •.>' Q o - ti ..W I W ='v {{ fy^, ,y - _ - R 88 MAX 3 78 N - - - 0 LBS O - 1 - J''Q '( • _ Q 1 _ � I m HPWS5.62 R 3,955 LBS - •s�M I] I I ] J I - 11. INDIC ATES TES FALL PROTECTION ANCHOR/ 1• •;'. � .. LIFELINE SYSTEM. REF 5/ 4 F S60 OR ADDITIONAL I :.1::.:':-::;,' ' 1 Q I .. L '0"MIN' INFO RMATION. Q. 8 U .i w�fµsaw I I t I- -¢ r r I I •CMST14 0 1 B 9 IL 11_ = i-=iTi— - - - _— - J n 1 05� s+rn I III 11 I 1 2 6Qfp os 14'-0"MIN I II EXTEND TOP CHORD 2 0+ `� e T / TO ROOF VALLEY ADD ALT PV SYSTEM BY 9 l V SIM TYP I I I I WHERE TRUSS MEETS OTHERS,REF ARCH INSTALL BLKG AT GLAZING WALL LOCATION I I DORMER JOISTS 1 I ) I 14 I II 14 S604 I I I I II S604 I N I I -'Y— 0- \\\\ //f/ -o--- I "' I I \\`I\\ ak ///// I 1 08/16/2022 PLAN REVIEW 49) ink I i I _ MARK DATE DESCRIPTION I 15 I Issued: 12/15/2021 IS604 I Scale: As indicated I I I C — — — — — — 1_ —= — --- J 0 Drawn By: MF II Reviewed By: EQ 1 11 (9) 1 S604 .' I I I I I I B m ° „,j1- Copyright 20071 b360r20 1 I I I ; � ° ° Q° ° � ,:► 1 PERMIT SET 30.-0" 24'-0" 14'-4" 17'-8' 36'-6" 30'-0' 24'-0' I ° I ° ° L� :ii [j �I' 8T k B tr611I � o ° o° ° � ° ° �o�0000 °° ' Oo�° I t7s'-s• 0�� �' ° ° o o o , o ° ;r� ' ROOF FRAMING PLAN l �l1 ®0 ° e: Ip ° ° 00 , ��410� Oci O ID O lIl O © (I) , I rii o„ ..,. 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O CO O E F G ED NAILING PATTERN PLAN cid `" N N O `-, ROOF SHEATHING&NAILING PATTERN PLAN I 400 S 1 1 1 0 1/8"=1'-0" S111 60 I 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 I 10 I 0 I O O SHEAR WALL SCHEDULE SHEATHING NAILING SILL PL SOLE PL ASD NOTES: MARK PANEL EDGES INTERMEDIATE ANCHORS NAILING SHEAR CLIPS CAPACITY 1. © INDICATES SHEAR WALL TYPE WITH SHEATHING PER 2/S2.06.TAGGED SIDE OF WALL SHALL SEE DETAIL 4/S603 FOR SHEAR WALL (EN) SUPPORTS (UPPER FL) (SEISMIC) HAVE 15/32"APA STRUCTURAL 1 SHEATHING AT ONE-SIDED APPLICATIONS. - REINFORCEMENT AT STEM WALL STEP 5/8"0 x 12"A.B. A35 @ 20"oc MAX reammor q 10d©6"o.c. 10d @ 12"o.c. 16d @ 6"o.c. 340 PLF I O O I ` > O O @ 48"o.c. (1)PER BAY 1/ 5/8"0 x 12"A.B. A35 16"oc MAX B 10d @ 4"o.c. 10d @ 12"o.c. 16d @ 4"o.c. 510 PLF 2. INDICATES FORCE TRANSFER AROUND OPENING SHEAR WALL. SHEATHING SHALL BE 1 \ \ CONTINUOUS ABOVE AND BELOW OPENINGS AND SHALL BE STRAPPED AND BLOCKED PER .,: „� .,,. _hr,,.,. ;, ._, - ,.-. �„ ,.. ::,. ._ ,. ., / 10 @ 1 @ 2 @ 30"o c 16 @ (1)PER BAY 665 PLF Wai ��T� M I O ® ���© �� © e WA ��. ©� 5/8"0 x 12"A.B. " A35 @ 12"oc MAX � 1/S603. C d 3"o.c. 0d 1 "o.c. d 3"o.c. @ 24"o.c. (1)PER BAY 41' ! 5�8"0 x 12"A.B. A35 @ 8"oc MAX BORA 0 I OD 10d @ 2"o.c. 10d @ 12 o.c. @ 16"o.c. (2)16d @ 4 o.c. (2)PER BAY 870 PLF 3. INDICATES CONTINUOUS ROD HOLDOWN SYSTEM,ANCHORED INTO FOOTINGS. SHEAR WALL DETAIL NOTES: � I'0 1. ALL WALL SHEATHING SHALL BE 15/32"STRUCT-1 PLYWOOD.ALL EXTERIOR WALLS SHALL BE 4. `-/ INDICATES CONTINUOUS ROD HOLDOWN TO ALIGN WITH SHEAR WALL ABOVE. W -a- -- FULLY SHEATHED WITH PLYWOOD ON OUTSIDE FACE. N `� ❑ 0 r ) 4 I O 2. ALL SHEATHING NAILS SHALL BE COMMON WIRE NAILS 10d=.148"0 MINIMUM NAIL 5. INDICATES SIMPSON HDU4-SDS2.5 HOEDOWN AT MEZZANINE WALL. SEE DETAIL 4/S403 FOR I I PENETRATIONS INTO STUDS SHALL BE AS FOLLOWS:10d:1.5" ADDITIONAL INFORMATION. 7 0 7 Bora Architects,Inc. 3. DO NOT PENETRATE SURFACE PLY OF SHEATHING WITH NAIL HEADS. 720 SW Washington,Suite 800 0 ❑ I i 6. INDICATES SIMPSON HDU11-SDS2.5 HOLDOWN AT GRID'C'WALL. SEE DETAIL 4/S403 FOR Portland,Oregon 97205 / © 0 I 4. SILL PLATE SHALL BE PRESSURE TREATED DOUGLAS FIR#2,TYPICAL. FOR TYPE C&D ADDITIONAL INFORMATION. SHEAR WALLS,USE 3X SILL PLATE. 503.226.1575 IHa © 5. IN TYPE C&D SHEAR WALLS,FRAMING MEMBERS RECEIVING EDGE NAILING FROM 7. REF S603 FOR SHEAR WALL SCHEDULE AND DETAIL. _ ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3"NOMINAL MEMBER PLYWOOD 8. REF S603 FOR HOLDOWN SCHEDULE AND ADDITIONAL INFORMATION. W W W.bora.CO r, 011 ' JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.SHEAR TRANSFER BLOCKING OR RIM JOISTS SHALL BE 3X MIN. g. REF 2/S601&3/S601 FOR TOP PLATE SPLICE INFORMATION. TOP PLATE SPLICE APPLIES TO i © 6. A.B.SHALL BE HOT DIP GALVANIZED A307,AND SHALL HAVE 3x3x/,PLATE WASHERS. ENTIRE SHEAR WALL LINE. EEQUILIBRIUM Fi 4 7. AT CONTRACTOR'S OPTION,PLYWOOD SHEETS CAN BE INSTALLED WITH FACE GRAIN L. CI PARALLEL TO STUDS.IF PANELS DO NOT EXTEND FULL HEIGHT OF WALL,VERTICAL JOINTS SHALL BE OFFSET SIMILAR TO THAT SHOWN IN THIS DETAIL. - CY , 8. REF 10/S601 FOR,TYPICAL WALL FRAMING DETAIL. - I►�0 01. d/_ENDPOSTPER 01 ❑ SHEAR WALL E.N.SPLIT EQUALLY BIDDER DESIGNED _ O CONTINUOUS ROD TYP HOLDOWN SCHED ROD BETWEEN END POSTS,TYP SEE TYP EA SIDE OF ANCHOR TIE DOWN, ANCHOR TIEDOWN SYSTEM MNF. ENGINEERS © 0 TYP EA END N N N N N N N N N N H FOR MORE INFO .� O r i 3x STUDS AT PANEL JOINTS PLAN SOLE PL NAILING. 16325 Boones Feny Road,Suite 202 REF SCHEDULE Lake Oswego, Oregon 97035 • Phone: 503.636.8368 II 0 © Q FOR ALL WALLS CONT TOP PL,REF,TYP TOP TOP OF HOEDOWN ROD DETAIL IS WWW.ECIUILIBRIUMLLC.COM SPLICE DETAIL TO BE DESIGNED&DETERMINED 1 0 0 0 WHERE NOTED W-X,REF BOLTED IIII � BY HOLDOWN MFR 6 _-_-_ ,, - -_-_-_-_- _ TOP PL SPLICE DETAIL 2/S601 WALL SHEATHING PANEL JOINTS 6 1 J \ (��APPLIES TO ENTIRE WALL IIII II II jl IIII SHALL BE STAGGERED,TYP /•/OLDO�/�/N SCHEDULE yJ C T U q 2)2x6 O, LINE IIII________ _ 1141/4,�_.__ __ LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 SCR pR R < ' 1 11 I MARK UPLIFT UPLIFT UPLIFT UPLIFT ����DFS 0 © / I II SHRINKAGE COMPENSATING (KIPS) POSTS(1)2x6 (KIPS) POSTS (KIPS) POSTS(2)2x6 (KIPS) POSTS �NGI NE '`'r0 DEVICE AT EA FLOOR 19402 2 • EDGE NAILING(E.N.)(STAGGERED II I r ,. O O E.N.ON POST)CONNECTED TO I I I0 1'5 I(1)2x8] 3'8 ((1)2x8] T 4 I ((1)2x8] 11 ((2)2x8] HOLDOWN Np HOLDOWN ROD BY OTHERS OGO Sace.,... ,. ,. .,. ,.:.z �.,: (1)6x6 1111-1 e __.... y _ d Im_ v 3 , INTERMEDIATE NAILING 12"oc likll II PI' 2O 2.3 (1)2x6 5.4 (1)2x6 10.2 (2)2x6 15.5 a \ d O @ IIII II I FULLDEPTH3x STUDBLK'G AT ((2)2x8] 9Q o zz 109�0��GALV A307 AB 0&SPACING SPECIFIED II 1 ALL PLYWOOD PANEL EDGES, 30 5.8 (1)2x6 7 (2)2x6 13.1 (1)6x6 O 0 ON SHEAR WALL SCHEDULE 4'-0" I I I TYP (2)2x6 20 ((3)2x8] ] P. QUEST BOO 0 ( MAX),)' [EXPIRES valnozz TWO BOLTS MINIMUM PER SILL PIECE III II I NOTES: - 0 0 WITH ONE BOLT LOCATED NOT MORE Illikl , - o = _ ___ ETHAN 6"N OF EAOR LESECE THAN 3 1/2"FROM EA " I I I II I Al, 1. HOEDOWNS SHALL BE CONTINUOUS THREADED STEEL ROD SYSTEM I I °'I PT SILL PL,REFERENCE SCHEDULE WITH TAKE-UP DEVICE.SEE GENERAL STRUCTURAL NOTES FOR iv END POST PER HOLDOWN SCHED, III II II FOR SIZE&CONNECTION. ADDITIONAL INFORMATION. a II II I II II I u 2. POSTS ARE MINIMUM STUDS/POSTS EACH SIDE OF ROD.PROVIDE TYP EA SIDE OF ROD,REF,TYP TOP I I II 11 II IIu' SHEAR WALL NAILING EQUALLY DISTRIBUTED(12"o.c.MAX)FULL SPLICE DETAIL 1. - _I _IL_11__IL NI I II IIIIIG,,, HOLDOWN MFHEIGHT TO OR FOR OTHER NAILING REQUIREMENTS.STS/STUDS EACH SIDE OF HOLDOWN OHOLDOWN © D.SEE REF 2/S603 FOR HOLDOWN SUPPLIER SHALL DESIGN AS REQUIRED FOR UPLIFT,SUCH AS I ��ANCHORAGE WHERE LOAD TRANSFER INCLUDES MULTIPLE LEVELS. 12"MAX. !411 © O CONCRETE ,f' ,I' ALL NAILS TO PT SILL PLATE 3. BRACKETED POSTS SIZES SHALL BE USED AT 2x8 STUD WALL _ _ _= ELEVATION SHALL BE HOT DIP GALVANIZED FRAMING. 4. SEE PLAN NOTES FOR HOLDOWN TYPES 4&5. �! O © O o I NOTE: / REF 3/S603 FOR TYP FORCE TRANSFER AROUND OPENINGS. 5. HOLDOWN ROD SHALL BE CONTINUOUS THROUGH HSS BEAM AS 5j © y^- OCCURS. REF 9/S603FOR COMPRESSION POST TO HSS BEAM 5 ` !n r� I !n ATTACHMENT&HSS REINFORCEMENT AT ROD. y .. � ��/ ,u� °. .. - 0 TYP SHEAR WALL FRAMING DETAIL r 0 0 0 I © © AND SHEAR WALL SCHEDULE 2 CONTINUOUS ROD HOLDOWN SCHEDULE 3 1 1/2"=1'-0" S201 1 1/2"=I'-0" S201 , © co /I 0 0 F H N O 00 0A' © / I I I I I v T � 0 1 0 e1 1 I I I I I I II I I I I - I I I 0 1 I I I ZA - O O I O . . �, . 1 O © 0 C- --- \ _ � ' 33 .. C �- O j 2, GENERAL CONTRACTOR TO VERIFY Z . , 1 , PERFORMED REGARDING SHEATHING ALL SPECIAL INSPECTIONS ARE 0 1. H O l'iL AND NAILING OF SHEAR WALLS PRIOR Ce L III II 11 TO ERECTION OF WALL ADJACENT TO U CMSTI2 STRAPS ABV&BLW 4 RETAINING WALL `/ OPENING THIS LOCATION.REF HSS HOLDOWN O DETAIL 1/S603 FOR II COLUMN REF 4 ADDITIONAL INFORMATION 6 0 7 DETAIL 3/S403. 0 11 i a 1 .; ,, W `"' ❑ ❑ 11 CONT DOUBLE TOP PLATE @ CORRIDOR 0 a II , rl I II II 3 I I w/SPLICES PER 2/S601 II 3 10 3 1 , I ¢ Co z _I a . ----7--- D 2 2 v � I II G O D C � - �u 0 3 3 v 2 et I C Fo � b dla- '1 i1 ® b2 2 a c, Q I I CONT DOUBLE TOP PLATE @ UCORRIDOR I 2 n Q _ w/SPLICES PER 2/S601 F. O / \ Q 1 ❑ II II II II I a 0 © 0 II II HSS HOLDOWN 14 ❑ " DCETAIL 3/S403. N II 11 I II © © .; 0 1 ' 1 O F\01® O 2 0 0 l'h ` 3 0 \ 2 0 0 T0 2 2 1 11 - _, ill 1 I, 2 10/07/2022 SECOND PLAN o I I 1 REVIEW 1 08/16/2022 PLAN REVIEW ' I MARK DATE DESCRIPTION 1 Issued: 12/15/2021 Scale: As indicated d 1 0 /"\ A q Drawn By: MF 0 'r 9I - - - • O O O Reviewed By: EQ RUN TERMINATES AT FOURTH .;'li' / ,�� \' Copyright 20071 b360r20 FLOOR WITH STRAP DETAIL. REF O I. ° ° �`i�✓ rr + 1 I 1 1/S204 FOR ADDITIONAL INFORMATION I Q° ° � /1w�! �r 1 I I I ." o° 0 0 ° El --ram-►t.1' . I 1 ••,�- w4.0 r . 1 PERMIT SET ^� 1p'o ° �° ° o° ° o��"� i4 lib- .Il �' up 30'-0" 24'-0" 14'-4" 17'-8" 36'-6" 30'-0" 24'-0" /1;a ° ° 0 0. a I IA.41010031110.0 ® 111411 1°/ ° [Tito ® o tall ,, 14 @ 1. �'' FIRST FLOOR SHEAR N 8 C D E F G H • 00.iiil°i° 0° ° 8 ® o ® ° h � WALL PLAN N 0 C C O O O O EJ 0.0�!. N N `+�ii N FIRST FLOOR SHEAR WALL PLANco N S20 1 60 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 10 I 0 I 0 0 C E SHEAR WALL SCHEDULE NOTES: SHEATHING NAILING SOLE PL ASD SILL PL I I I I MARK PANEL EDGES INTERMEDIATE ANCHORS NAILING SHEAR CLIPS CAPACITY 1. © INDICATES SHEAR WALL TYPE WITH SHEATHING PER 2/S2.06.TAGGED SIDE OF WALL SHALL (EN) SUPPORTS (UPPER FL) (SEISMIC) HAVE 15/32"APA STRUCTURAL 1 SHEATHING AT ONE-SIDED APPLICATIONS. - I i O 5/8"0 x 12"A.B. A35 @ 20"oc MAX O O /� O O /� O O A 10d @ 6"o.c. 10d @ 12"o.c. 16d @ 6"o.c. 340 PLF V V @ 48"2" (1)PER BAY 5i8"0 x 12"A.B. A35 @ 16"oc MAX \ - --- - --- _ - - _ _ _ _ _ _ _ - _ _ _ - - - - ' BO 10d @ 4"o.c. 10d @ 12"o.c. @ 30"o.c. 16d @ 4"o.c. (1)PER BAY 510 PLF 2. INDICATES FORCE TRANSFER AROUND OPENING SHEAR WALL. SHEATHING SHALL BE • CONTINUOUS ABOVE AND BELOW OPENINGS AND SHALL BE STRAPPED AND BLOCKED PER O b b 0 © © 1 O� O O @ @ 5/8X0x 12"A.B. @ A35@ 12"ocMAX 2 2 2 2 2 2 C 10d 3"o.c. lOd 12"o.c. @24"o.c. 16d 3"o.c. (1)PERBAY 665PLF 1/S603. I 1 I OD lOd @ 2"o.c. 10d @ 12"o.c. 0 x 12 A.B. (2)16d @ 4"o.c. A35 @ 8 oc MAX 870 PLF I I I" @ 16"o.c. (2)PER BAY 3. INDICATES CONTINUOUS ROD HOLDOWN SYSTEM,ANCHORED INTO FOOTINGS. 6 di 1 1-0 SHEAR WALL DETAIL NOTES: 1. ALL WALL SHEATHING SHALL BE 15/32"STRUCT-1 PLYWOOD.ALL EXTERIOR WALLS SHALL BE 4. INDICATES CONTINUOUS ROD HOLDOWN TO ALIGN WITH SHEAR WALL ABOVE. I FULLY SHEATHED WITH PLYWOOD ON OUTSIDE FACE. b b N 2. ALL SHEATHING NAILS SHALL BE COMMON WIRE NAILS(10d=.148"0)MINIMUM NAIL 5. INDICATES SIMPSON HDU4-SDS2.5 HOEDOWN AT MEZZANINE WALL. SEE DETAIL 4/S403 FOR 7I O PENETRATIONS INTO STUDS SHALL BE AS FOLLOWS:10d:1.5" ADDITIONAL INFORMATION. 7 Bora Architects,Inc. 3. DO NOT PENETRATE SURFACE PLY OF SHEATHING WITH NAIL HEADS. 720 SW Washington,Suite BOO 6. INDICATES SIMPSON HDUII-SDS2.5 HOLDOWN AT GRID'C'WALL. SEE DETAIL 4/S403 FOR Portland,Oregon 97205 I 4. SILL PLATE SHALL BE PRESSURE TREATED DOUGLAS FIR#2,TYPICAL. FOR TYPE C&D ADDITIONAL INFORMATION. SHEAR WALLS,USE 3X SILL PLATE. 503.226.1575 _I^ _ _ _ _ 0 I 5. IN TYPE C&D SHEAR WALLS,FRAMING MEMBERS RECEIVING EDGE NAILING FROM REF S603 FOR SHEAR WALL SCHEDULE AND DETAIL. Q .- __ n ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3"NOMINAL MEMBER PLYWOOD W W W.bora.co / O4 JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.SHEAR TRANSFER 8. REF S603 FOR HOEDOWN SCHEDULE AND ADDITIONAL INFORMATION. BLOCKING OR RIM JOISTS SHALL BE 3X MIN. 9. REF 2/S601&3/S601 FOR TOP PLATE SPLICE INFORMATION. TOP PLATE SPLICE APPLIES TO 0 �D 6. A.B.SHALL BE HOT DIP GALVANIZED A307,AND SHALL HAVE 3x3x%PLATE WASHERS. ENTIRE SHEAR WALL LINE. E QU I LI B RI U M E _ Y 7. AT CONTRACTOR'S OPTION,PLYWOOD SHEETS CAN BE INSTALLED WITH FACE GRAIN - O PARALLEL TO STUDS.IF PANELS DO NOT EXTEND FULL HEIGHT OF WALL,VERTICAL JOINTS 411 \ b 2 SHALL BE OFFSET SIMILAR TO THAT SHOWN IN THIS DETAIL.I? 8. REF 10/S601 FOR,TYPICAL WALL FRAMING DETAIL. - I O 04J =, -END POST PER cn BIDDER DESIGNED HOEDOWN SCHED SHEAR WALL E.N.SPLIT EQUALLY IF/{, BETWEEN END POSTS,TYP SEE • I' ANCHOR TIE DOWN, TYP EA SIDE OF ROD ANCHOR TIEDOWN SYSTEM MNF. ENGINEERS CO O TYP EA END N N N N N d N N N N M FOR MORE INFO I O 1 3x STUDS AT PANEL JOINTS PLAN -SOLE PL NAILING. 16325 Boones Ferry Road,Suite 202 0 L ,,,.. I REF SCHEDULE Lake Osw o, Oreg FOR ALL WALLS Phone: 503.636.8388 TOP OF HOLDOWN ROD DETAIL I S e9 03.63 97035 CONT TOP PL,REF,TYP TOP ` WWW.EQUILIBRIUMLLC.COM SPLICE DETAIL TO BE DESIGNED&DETERMINED ..... CIN , ® BY HOEDOWN MFR _ WHERE NOTED LW�,REF BOLTED MI � 6 (3 _ r " - I - - - - - `3 TOP PL SPLICE DETAIL 2/S601 II II II III WALL SHEATHING PANEL JOINTS 6 \ b 1 (�W-X APPLIES TO ENTIRE WALL1111 h II I II II 11 SHALL BE STAGGERED,TYP HOLDOWN SCHEDULE C T U II LINE) R R ;I I, --- - ---- LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 S 11 3 i MARK 13, 0,,,,,, ,,oiR, rII �I UPLIFTUPLIFTUPLIFTUPLIFTSNoi Ne Si f u I / I SHRINKAGE COMPENSATING POSTS POSTS POSTS POSTS tio,g,1EDGE NAILING(E.N.)(STAGGEREDII DEVICE AT EA FLOOR O (KIPS) (1) 6 (KIPS) (1) 6 (KIPS) (2)2x6 (KIPS) 19402 �G //3v) //`/01 lLJ \\\ I I II I 9 E.N.ON POST)CONNECTED TO Q B 1 1.5 3.8 7.4 11 (2)2x6 HOEDOWN IN pt � I 17I HOEDOWN ROD BY OTHERS ((1)2z8) ((1)2x8] ((1)2x8) 112)2x8] O GO b 1.<> '1111 II II 1 II I II II ? II II I^h 2 2.3 (1)2x6 5.4 (1)2x6 10.2 (2)2x6 15.5 (1)6x6 O , ( ` > O INTERMEDIATE NAILING @ 12"oc NN I I FULL DEPTH 3x STUD BLK'G AT ((2)2x8) 9• psi 2 2 '' �� � I ���/// GALV A307 AB 0&SPACING SPECIFIED IN ALL PLYWOOD PANEL EDGES, O 5.8 (1)2x6 7 (2)2x6 13.1 (2)2x6 20 (1)6x6 POP �0 1 I I VVV TYP ((3)2x8) • Q U ES ON SHEAR WALL SCHEDULE(4'-0"MAX), II11111141. 1 �PIRes ivaysa22 IIII�3 TWO BOLTS MINIMUM PER SILL PIECE Itillk. 1 WITH ONE BOLT LOCATED NOT MORE I I aI NOTES: - THAN 6"NOR LESS THAN 3 12"FROM EA "" 1. HOEDOWNS SHALL BE CONTINUOUS THREADED STEEL ROD SYSTEM di. END OF EA PIECE I I PT SILL PL,REFERENCE SCHEDULE WITH TAKE-UP DEVICE.SEE GENERAL STRUCTURAL NOTES FOR FOR SIZE&CONNECTION. ADDITIONAL INFORMATION. sa• END POST PER HOEDOWN SCHED, I I II 2. POSTS ARE MINIMUM STUDS/POSTS EACH SIDE OF ROD.PROVIDE TYP EA SIDE OF ROD,REF,TYP TOP I 11 11 II II 11 14 SHEAR WALL NAILING EQUALLY DISTRIBUTED(12"o.c.MAX)FULL I SPLICE DETAIL I II I I II HEIGHT TO POSTS/STUDS EACH SIDE OF HOLDOWN ROD.SEE il IL _1L_J _II _L_11_JL Ili.,1_, HOLDOWN MFR FOR OTHER NAILING REQUIREMENTS. HOLDOWN I 1 I I I REF 2/S603 FOR HOLDOWN SUPPLIER SHALL DESIGN AS REQUIRED FOR UPLIFT,SUCH AS ANCHORAGE WHERE LOAD TRANSFER INCLUDES MULTIPLE LEVELS. I 12"MAX. CONCRETE ,l' ,l ALL NAILS TO PT SILL PLATE 3. BRACKETED POSTS SIZES SHALL BE USED AT 2x8 STUD WALL d """""''""""'"'°""- "" °'��' �1 I F<> ELEVATION SHALL BE HOT DIP GALVANIZED FRAMING. 11 I 4. SEE PLAN NOTES FOR HOLDOWN TYPES 4&5. 11 I 1 NOTE: I REF 3/S603 FOR TYP FORCE TRANSFER AROUND OPENINGS. 5. HOLDOWN ROD SHALL BE CONTINUOUS THROUGH HSS BEAM AS 5 Ob I OCCURS. REF 9/S603FOR COMPRESSION POST TO HSS BEAM 5 2 1 2 1 �� ATTACHMENT&HSS REINFORCEMENT AT ROD. Q - b - = l` ( 4 ) TYP SHEAR WALL FRAMING DETAIL AND SHEAR WALL SCHEDULE 2 CONTINUOUS ROD HOLDOWN SCHEDULE 3 I 1 12"=1'-0" S202 1 12"=1'-0" S202 I 1 I I I- I fb - o I - M I , I F OG H N 1 -'l o i<> CI: 1 1 1 d I b b I 0 I b I I - I I I N I I I IM I � 0 Z I, b Q Q o 0 0 o b o b CO 0 \ b b b al._ b b� b b ©© © 2 2 2 2 1 a 2 2 3 1 I H U a 25 I b ° Ii 1 b I /. I CONT DOUBLE TOP PLATE @ CORRIDOR i . W 3 > 1I I III 7 w/SPLICES PER 2/S601 I I 3 al I � 3 / \ 11 Z II �' u b 0© 1 �DO O 2 2 .1 I I I LL et 0 ft® ®/ \® Q � l CONT DOUBLE TOP PLATE @ CORRIDOR b A Q (7 CI w/SPLICES PER 2/S601 10 f- S603 o 0 /o 0 b- o b bO O • L I b I O I TERMINATE RUN OVER WF BEAM w/SlMPSONATS-SBCSHROD TO- n 1 2 i O O 1 1 2 ©I ^©0 STEEL BEAM CONNECTOR O O 2 2 1b o bl I o 0 0 0 o ® I 2 41 ,1:, I 1 2 10/07/2022 SECOND PLAN I 0'I REVIEW N £ 1 08/16/2022 PLAN REVIEW 0, n' g` MARK DATE DESCRIPTION - 1 1 1 1 b _ I 1 II Issued: 12/15/2021 II (� (� (� �(� (� Scale: As indicated 1 II /"II / �\ /"\ /`�\ /"V "V Drawn By: MF CO \ \ --} 4: CI I Reviewed By: EQ I H► I I I I .. .- 20071 b360r20 0 0 0 a'r`;���� 1 ✓��. ,;wq 1 U Copyright 1 o o p o /�r►�,�I ,�� ,, ►1' �:'' 1 PERMIT SET 0 30'-0" 24'-0" I 14'-4" 17'-8" 36'-6" I 30'-0" I 24'-0" II!- U n 0 -_`jam " �' �aiC� N� il T T T T T17s'_s. T T T /I i11 � 0 p � p t � Q U ���! *i it iik a E °Aro..I ��/ I 00 0 0u o o u o �+ `a fhl���ld o o ' -� 1 SECOND FLOOR SHEAR .I t:j oholih b 4:11 O b b , 0 h ''''tl n Pli 3 rl pi®a a fl ® p i��� " WALL PLAN 1�`i� CCVV N I' coV SECOND FLOOR SHEAR WALL PLAN I �- S202 j 60 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 1 40 I 30 1 20 I 10 I 0 I (A o�- SHEAR WALL SCHEDULE - SHEATHING NAILING SOLE PL ASD NOTES: PANEL EDGES INTERMEDIATE SILL PL NAILING SHEAR CLIPS CAPACITY MARK ANCHORS 1. © INDICATES SHEAR WALL TYPE WITH SHEATHING PER 2/S2.06.TAGGED SIDE OF WALL SHALL (EN) SUPPORTS (UPPER FL) (SEISMIC) HAVE 15/32"APA STRUCTURAL 1 SHEATHING AT ONE-SIDED APPLICATIONS. I O 5 8"0 x 12"A.B. A35 @ 20"oc MAX - A 10d @ 6"o.c. 10d @ 12"o.c. 16d @ 6"o.c. 340 PLF I O O C O © C O O @48"o.c. (1)PERBAY " " " - --- - - - O O 10d @ 4"o.c. 10d @ 12"o.c. 5/8"0 x 12"A.B. 16d @ 4"o.c. A35 @ 16"oc MAX 510 PLF 2. ® INDICATES FORCE TRANSFER AROUND OPENING SHEAR WALL. SHEATHING SHALL BE @ 30"o.c (1)PER BAY BORA \ `�� O CONTINUOUS ABOVE AND BELOW OPENINGS AND SHALL BE STRAPPED AND BLOCKED PER © © © �2 2 © © O 10d @ 3"o.c. 10d @ 12"o.c. "0 x"o.c. . 16d @ 3"o.c. A35 @ 12"oc MAX 665 PLF o 1/S603. I °'_ @ 24"o.c. (1)PER BAY 0 OD 10d @ 2"o.c. 10d @ 12"o.c. @ 16"o,c.A.B. (2)16d @ 4"o.c. A(2 PER BAY AX 870 PLF 3. INDICATES CONTINUOUS ROD HOLDOWN SYSTEM,ANCHORED INTO FOOTINGS. • SHEAR WALL DETAIL NOTES: I 0 0 1. ALL WALL SHEATHING SHALL BE 15/32"STRUCT-1 PLYWOOD.ALL EXTERIOR WALLS SHALL BE 4. ON INDICATES CONTINUOUS ROD HOLDOWN TO ALIGN WITH SHEAR WALL ABOVE. 6 Ir- I - FULLY SHEATHED WITH PLYWOOD ON OUTSIDE FACE. N Ih 0 ' 2. ALL SHEATHING NAILS SHALL BE COMMON WIRE NAILS(10d=.148"0)MINIMUM NAIL 5. ON INDICATES SIMPSON HDU4-SDS2.5 HOLDOWN AT MEZZANINE WALL. SEE DETAIL 4/S403 FOR 7 i o ° PENETRATIONS INTO STUDS SHALL BE AS FOLLOWS:10d:1.5" ADDITIONAL INFORMATION. 7 Bora Architects,Inc. I 3. DO NOT PENETRATE SURFACE PLY OF SHEATHING WITH NAIL HEADS. 720 SW Washington,Suite BOO /° o 6. ON INDICATES SIMPSON HDUII-SDS2.5 HOLDOWN AT GRID'C'WALL. SEE DETAIL 4/S403 FOR Portland,Oregon 97205 4. SILL PLATE SHALL BE PRESSURE TREATED DOUGLAS FIR#2,TYPICAL. FOR TYPE C&D ADDITIONAL INFORMATION. SHEAR WALLS,USE 3X SILL PLATE. 503.226.1 575 a 5. IN TYPE C&D SHEAR WALLS,FRAMING MEMBERS RECEIVING EDGE NAILING FROM 7. REF S603 FOR SHEAR WALL SCHEDULE AND DETAIL. \ _ _ _ _-_ 0 n _ ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3"NOMINAL MEMBER PLYWOOD www.bora.co e ° JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.SHEAR TRANSFER 8. REF S603 FOR HOLDOWN SCHEDULE AND ADDITIONAL INFORMATION. I , BLOCKING OR RIM JOISTS SHALL BE 3X MIN. 9. REF 2/S601&3/S601 FOR TOP PLATE SPLICE INFORMATION. TOP PLATE SPLICE APPLIES TO 3 C 6. A.B.SHALL BE HOT DIP GALVANIZED A307,AND SHALL HAVE 3x3x%PLATE WASHERS. ENTIRE SHEAR WALL LINE. EQUILIBRIUM QC 1 p 7. AT CONTRACTOR'S OPTION,PLYWOOD SHEETS CAN BE INSTALLED WITH FACE GRAIN m PARALLEL TO STUDS.IF PANELS DO NOT EXTEND FULL HEIGHT OF WALL,VERTICAL JOINTS U 2 SHALL BE OFFSET SIMILAR TO THAT SHOWN IN THIS DETAIL. 1 0 ,...ii .. i 8. REF 10/S601 FOR,TYPICAL WALL FRAMING DETAIL I►° ' j END POST PER E3 �_r BIDDER DESIGNED HOEDOWN SCHEDSHEAR U I I _ v ' m CONTINUOUS ROD TYP EA SIDE OF ROD BETWEEN END POSTS,TYP ANCHORTIEDOWN,2 N N N N N N /SHEARWALLENSPLJTEQUALLY FOR MORE INFO ENGINEERS w/ PLAN SOLE PL NAILING. 16325 scones Ferry Road,Suite 202 ° 3x STUDS AT PANEL JOINTS REF SCHEDULE Lake Oswego, O i-\ Z\ FOR ALL WALLS Phone: 503.636.8388 eg Oregon 97035 / 2 IIIIII TOP OF HOEDOWN ROD DETAIL ISW W W.EQUILIBRIUMLLC.COM •�u © CONT TOP PL,REF,TYP TOPTO BE DESIGNED&DETERMINEDSPLICE DETAIL ... 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'� °C CONT DOUBLE TOP PLATE(a�CORRIDOR I �' AUJ < , 6 w/SPLICES PER 2/S601 I H ,,. . , Q IX I- _ �} _ a O L : 1 = 1/0 �� I 1 Arl 1 l2 �j 2 �1 0 0 -N .. 2 1 • I \,B /0 _ �/ ' - 2 2 - l ro 2 I 1 - 6 I Fo 1 °' 2 10/07/2022 SECOND PLAN _ REVIEW 1 08/16/2022 PLAN REVIEW I I I 1 O - MARK DATE DESCRIPTION I 1 k> Issued: 12/15/2021 I I I I 1 I I 1 70 ° Scale: As indicated ®-- \ \ I l n 1 >,�, • n Drawn By: MF 0 e B e B� B +� Reviewed By: EQ 0,11,4111%, I 1 e I� II O 0 0 Q '� / ',''` Copyright 20071b360r20 I 1 0 0 00 0 7311 i ►�� �� :11711°11:11::::$44:77*;:::,111H44. 11:71:11/4114111k 1 PERMIT SET 30'-0„ 24'-0° 14'-4" I 17'-8" 36-6" I 30'-0" 24'-0. I /I'P'.0 O 4 IQ Oil ) . . �' \� �1 )' 'f176-8 'f 'f 4, l tf,Il 0 �I) I] lat 4 �1i►p�d J1il\ 6 o uo a ® ° ° II ; �� \ ,,_, THIRD FLOOR SHEAR in aci 0 CII (-67; 0 0 40 Ii111 ,�� eaa ® ° ® iamo1 WALL PLAN o I as ® � ,I. ' csi N N 1. N THIRD FLOOR SHEAR WALL PLAN PLAN 1 ..... o S203 60 50 I 40 I 30 I 20 I 10 I 0 60 j 50 I 40 I 30 i 20 I 10 0 I O0 SHEAR WALL SCHEDULE _ SHEATHING NAILING SOLE PL ASD NOTES: SILL PL MARK PANEL EDGES INTERMEDIATE ANCHORS NAILING SHEAR CUPS CAPACITY 1. © INDICATES SHEAR WALL TYPE WITH SHEATHING PER 2/S2.06.TAGGED SIDE OF WALL SHALL (EN) SUPPORTS (UPPER FL) (SEISMIC) HAVE 15/32"APA STRUCTURAL 1 SHEATHING AT ONE-SIDED APPLICATIONS. - I 5 8"0 x 12"A.B. A35 @ 20"oc MAX A 10d @ 6"o.c. 10d @ 12"o.c. 16d @ 6"o.c. 340 PLF O O O O O O O O @ 48"o.c. (1)PER BAY _ 5i8"(a x 12"A.B. A35 @ 16"oc MAX ---- --- O � B l0d @ 4"o.c. 10d @ 12"o.c. 16d @ 4"o.c. 510 PLF 2. INDICATES FORCE TRANSFER AROUND OPENING SHEAR WALL. SHEATHING SHALL BE I I \ / O @ 30"o.c. (1)PER BAY CONTINUOUS ABOVE AND BELOW OPENINGS AND SHALL BE STRAPPED AND BLOCKED PER \ 0 \CI I I © \� �J ©O O CO 10d @ 3"o.c. 10d @ 12"o.c. "0 x 12"A.B. 16d @ 3"o.c. A35 @ 12"oc MAX 665 PLF ® 1/S603. @ 24"o.c. (1)PER BAY 0 II I '- O 5�8"0 x 12"A.B. 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SEE DETAIL 4/5403 FOR Portland,Oregon 97205 O SHEAR WALLS,USE 3X SILL PLATE. 5. 503.226.1575 % / O IN TYPE C&D SHEAR WALLS,FRAMING MEMBERS RECEIVING EDGE NAILING FROM 7. REF S603 FOR SHEAR WALL SCHEDULE AND DETAIL. 2 _ _ - Ih - - __ - _ r.- ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3"NOMINAL MEMBER PLYWOOD www.bora.co 1 O JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.SHEAR TRANSFER 8. REF S603 FOR HOLDOWN SCHEDULE AND ADDITIONAL INFORMATION. BLOCKING OR RIM JOISTS SHALL BE 3X MIN. /� I 9. REF 2/S601&3/S601 FOR TOP PLATE SPLICE INFORMATION. TOP PLATE SPLICE APPLIES TO EQUILIBRIUM O 0 B 6. A.B.SHALL BE HOT DIP GALVANIZED A307,AND SHALL HAVE 3x3x%PLATE WASHERS. ENTIRE SHEAR WALL LINE. B v Y 7. AT CONTRACTOR'S OPTION,PLYWOOD SHEETS CAN BE INSTALLED WITH FACE GRAIN ,, U U PARALLEL TO STUDS.IF PANELS DO NOT EXTEND FULL HEIGHT OF WALL,VERTICAL JOINTS SHALL BE OFFSET SIMILAR TO THAT SHOWN IN THIS DETAIL. t O 8. REF 10/S601 FOR,TYPICAL WALL FRAMING DETAIL. - �� I oil 1 --END POST PER `c"' a a BIDDER DESIGNED HOLDOWN SCHED SHEAR WALL E.N.SPLIT EQUALLY E3 d Y, U CONTINUOUS ROD TYP EA SIDE OF ROD BETWEEN ENDE. POSTS,TYP SEE ANCHOR TIE DOWN, ANCHOR TIEDOWN SYSTEM MNF. ENGINEERS ,1 © O ' TYP EA END N N N N N M N M M I N FOR MORE INFO PLAN -SOLE PL NAILING. 16325 Boones F 1411) 3x STUDS AT PANEL JOINTS REF SCHEDULE Oswego, �Y R Oregon 197035 } I FOR ALL WALLS Lake Osw o / 7 © O Phone: 503.636.8388 I CONT TOP PL,REF,TYP TOP TOP OF HOLDOWN ROD DETAIL IS TO BE DESIGNED&DETERMINED W W W.EQUILIBRIUMLLC.COM SPLICE DETAIL 6 WHERE NOTED�W-X,REF BOLTED IIII BY HOEDOWN MFR '3 \-- O "® I ''' TOP PL SPLICE DETAIL 2/S601 III III WALL SHEATHING PANEL JOINTS t (�W-X1 APPLIES TO ENTIRE WALL � I! 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HOEDOWNS SHALL BE CONTINUOUS THREADED STEEL ROD SYSTEM ..... k THAN 6"NOR LESS THAN 3 12"FROM EA MIIIIILI II II I I II I p QO I Iry END OF EA PIECE I II I p pI PT SILL PL,REFERENCE SCHEDULE WITH TAKE-UP DEVICE.SEE GENERAL STRUCTURAL NOTES FOR I FOR SIZE&CONNECTION. ADDITIONAL INFORMATION. II END POST PER HOEDOWN SCHED, I II I II 11 II II II II 2. POSTS ARE MINIMUM STUDS/POSTS EACH SIDE OF ROD.PROVIDE TYP EA SIDE OF ROD,REF,TYP TOP I I 11 11 11 SHEAR WALL NAILING EQUALLY DISTRIBUTED(12"o.c.MAX)FULL SPLICE DETAIL ' !1 _II _II _ i_IL��!- HOLDOWN MFR FOR OTHER NAILING REQUIREMENTS. HOLDOWN 0 I II I I HEIGHT TO POSTS/STUDS EACH SIDE OF HOLDOWN ROD.SEE REF 2/S603 FOR HOLDOWN I I i�ANCHORAGE SUPPLIER SHALL DESIGN AS REQUIRED FOR UPLIFT,SUCH AS WHERE LOAD TRANSFER INCLUDES MULTIPLE LEVELS. 12"MAX. J CONCRETE 4' 4' ALL NAILS TO PT SILL PLATE 3. BRACKETED POSTS SIZES SHALL BE USED AT 2x8 STUD WALL U I 1- ELEVATION SHALL BE HOT DIP GALVANIZED FRAMING. 4. SEE PLAN NOTES FOR HOLDOWN TYPES 4&5. II 0� 1 11 NOTE: REF 3/S603 FOR TYP FORCE TRANSFER AROUND OPENINGS. 5. HOLDOWN ROD SHALL BE CONTINUOUS THROUGH HSS BEAM AS 5 11 m OCCURS. REF 9/S603FOR COMPRESSION POST TO HSS BEAM 5 1 n ATTACHMENT&HSS REINFORCEMENT AT ROD. O - \ - - - - - O /`J CD\ F- / J Q TYP SHEAR WALL FRAMING DETAIL \ AND SHEAR WALL SCHEDULE CONTINUOUS ROD HOLDOWN SCHEDULE 3 A I I I 1 12"=1'-0" S204 - --- 1 1/2"=1'-0" S204 ,� I I O4I JI / © ` mO �I 11 I - 0 11 :, iv cn 0 I I 1 J1 ,.k> F OG T N I I �/1 Q II © Q m L 4 i1 © I I 4 I 1 I� I J { 1 I 1 I I N I1 I I I II 0 I 1, Z Q O I Q O O O O O Q _ 0 CO 0 - \ - - .. Maleannetteltle..e. gy,..,,,,i . "' '' 0 I 0 , �0 © o/ W 2 ' ; Cn Q II © II II II II 11 O Z z I I I I ;., w 11 II 11 II II d 11 II a b a V o J II II II II II w II I w I I CONT DOUBLE TOP PLATE @ CORRIDOR I I I I ocr) gg 3 I (� Kr/SPLICES PER 2/S601 I I �N 1 3D it ��. Yo\i OI I I I 11 {9 m © I B II B� OB ( . 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REF PLAN 6"EDGE DISTANCE @ BTM PL 4 . - UNDERFT CNTRD \�0.0 ryE FS`,O WALL C- 19402 ... ". , _. ." 0ii'J• 'Pi, 6' 6' 6' ALL �� 1 L °o o S+S 4-, +o +0q ,,,p ,• 2 2 '95 0) " " +�rn 00 os� os� O P. QUE �� s r , I EXPIRES 12/31/2022 'o o" TYP _ I. (3)#4CONT I NOTE:° 1 0" 14 / #4 �� S210 1 I REF 8/S210 FOR TYPICAL SECTION AT STAIRS. THICKEN SLAB AT TO LAP w/SLAB WALL,EXTEND 1'-0" a WALL SHEATHING, BEYOND WIDTH OF REINFORCING ; REF PLAN AND d B-2 AT LANDING I N WALL � 0 SHEAR WALL SCHED I I 1"-GRADE S210ioSTAIR S2 PLAN-FIRST FLOOR 1 PONY WALLSLAB10 s 1/4 1 0 S210 O� 1, +s 5 WALL EN 6 12 I 0 • GYPCRETE 6 II Q 11 OS + 1, III - - --- S210 S210 GYPCRETE,REF PLAN I I REF PLANS FLOOR SHEATHING, FLOOR SHEATHING 1I REF PLAN 7 C 5 PER PLAN I I \� 5 � ✓ REF ARCH FOR-- min 1.11 �!��l TREAD AND I - I SIM I RISER MATERIAL I B-2 Q0' ''C 00' 5, 15 0,05 Q05� Q05� DECKING REF PLAN C = + Im 0 co 5Q05\S1 b}6 6' 0' S210 6}6 5.< 0<, hi- 0,3� I 6}6 5Q0 44 0. LVL STRINGER. r---____ GLULAM BEAM, Q05 +rn I 0+ 6� y+j' y} 5+ REF PLAN I REF PLAN 6 q0 6+ dj .' ,t a fist, `� m�',.w 4x LEDGER II LANDING FRAMING PER I ,/ ' - I 6, II PLAN(SEE PLAN FOR o 6++sA ORIENTATION I ,/ 2 11 �-000ts, REF PLAN&JOIST SCHED FOR SIMPSON MTS12 TWIST CI ` �6 8-1 AT SECOND FLOOR p �� ��I� JOIST HANGERS i o 0 S210 l� SEE ARCH FOR O ! 1 1 2 I REQ'D WALL FINISH o NAILS A I OCo1)S x 1 GE o c, 1 1 ,L Z ( ) S210 0 i NAILS EA SIDE STRINGER O Z NOTE: / ,7 &STRONG-BACK O'00I J-1 J-1 M' - 3 N W , 1 1 i 1 Q KI FOR ITEMS NOT SHOWN OR NOTED, NOTE: REF DETAIL SHEET S60L 0 REF 8/S210 FOR TYPICAL SECTION AT STAIRS. ¢ 11 1 m STRONG-BACK REF 8/S210, Al N % S210 12 STAIR LANDING AT FLOOR 15 EXTEND UP TO BEAM STAIR SI PLAN-SECOND& THIRD FLOOR 6 0 m S210 11 1"=1'-0" S210 1/4"=1'-0" S210 1 1 1 1 1 �t ;; MIN THROAT REF 9/S210 IIIIIII 6 s 4 5+h I 6++6,00 +0 s 0 6+- 6 14 STAIR STRINGERS AT FLOOR FRAMING 11 �9? 6 os'' 6 os�T e osTT szlo I 4 l� l� l� TYP I 1/2"=1'-0" S210 I I — NOTE: REF 8/S210 FOR TYPICAL SECTION AT STAIRS. °<9 N REF ARCH FOR- ___ STAIR S2 PLAN-SECOND& THIRD FLOOR ED CPOSTABVPER PLAN V TIA12"oc MAX :'4 IS ' VERTICALLY TYP RISER MATERIAL \ I TYP I (4)16d LSL STRINGER, 14 " ... SILL PLATE ' ? PLYWOOD I i SHEATHING EN,REF PLAN REF PLAN I S210 �' i . .� FLOOR SHEATHING, C �� I CO REF PLAN Ii o CO SHIPS LADDER& 'w SIMPSON LSTA12 EA i _, I B-2 AT LANDING ATTACHMENT TO V, i•-•••-•-i - STRINGER TO A JOIST r STRUCTURE BY IIIIIIIIIIIIIIII i i 7 OTHERS MAE 5� 6+ SIM O Z "I — i Q0 I I s0 5• 5� ® 5 5� 5� 14 5• et C """I" "' — i o STRONG-BACK REF 8/S210 6+6 12 (113 0 O O! iIi•I �L 5+ b+ 6+ b+ 6+ TYP 6}6 U a '� DBL TOP PLATE ■■■■I�■_ \ o �� el T ' 6e 6Q 6 6 6 S210 (4)16d EA SIDE TO GL '[Wai MIN THROAT REF 9/S210 IIIIIII �� iiii SIMPSONA35 I M. VI I I --- LJ.I GL BEAM AT LANDING . LI 1= I 13 3 } CI 3 TO CONTINUE OVER r� POST II' il —III TYPICAL STUDS SIMPSON HU9 @ B 2 I 0 S210 EA STRINGER 5q 11 I I 6+ I 0 ''1 FLOOR JOIST, GLULAM BEAM, O 6A N —Z POST PER PLAN REF PLAN REF PLAN 6}°e� ® I I e 0S> m g J-1 Ce 6� c I I l� J 1 N GG ce (2)2x EA SIDE I I OF POST,TYP 11 12 m ,r ,,. ,z. ks S210 S21 TYP FLOOR LANDING BEAM CONN TO WALL is 0 I I I I rx 0 1 1/2"=r-o" S210 I U a STAIR STRINGER AT LOWER JOISTS 12 15 \ Q 6 6 ,.,.,:i, sr W U' 1 1/2"=1-0" S210 S210 Q a I"'- Iii +6, +6, +6, ' NOTE: A0i9j, Bliy>, 9 `5>, / REF 8/S210 FOR TYPICAL SECTION AT STAIRS. N h NOTE: // ///- \ / // STAIR SI PLAN-FOURTH FLOOR 0 REF 8/S210 FOR TYPICAL SECTION AT STAIRS. N // ��Y 1/4"=1'-0" S210 / / /,/ // // STAIR S2 PLAN-FOURTH FLOOR 3 4) /// / / MIRROR STRINGER 1/4"=1'-0" S210 / / SEE ARCH FOR / / / / REQD WALL rI— FRAMING ABOUT / / / / CENTER PARTITION \, / / FINISH NI' I I 2'-0"MAX 2'-0"MAX 2 POST PER PLAN,TYP iii -4 \ 7 / / / PLANS WHEREI I(/ TYP CENTER PARTITION O. 2 , y / SHEATHING PER iliWALL PER ARCH/ DOUBLE JOISTS REQ'D AT SHEAR I I / / WALLS 1 / SHIPS LADDER PROVIDE HANGER w/ EA SIDE OF (2)2x EA SIDE OF POST(FULL HEIGHT) I I I CONCEALED FLANGE OPENING '���� (STEEL STUD TO MATCH WALL STEEL EN,REF PLAN // / REF ARCH. WHERE NEAR WALL STUDS AT SIM) / / ANCHORAGE II, II I 5( 5� 5� 5� 5� 5' Q FLOOR SHEATHING, / // A BY OTHERS I 3/4x11 7/8 LSL(1.55E)w/1 I I I I i 6Q00�� 6Qo0�� 6Q00\� 6e�g�� 6Q00�'� 6e ,;I" I REF PLAN // / 3/4x5 7/8(11 7/8 RIPPED IN 1 1/8"PLYWOOD 6+ b+ 6+ b+ 6+ 6+ v •' HALF)LSL NAILED TO SIDE, I I I I ' (2)ROWS I AT TREADS II„ TYP WHERE HORIZ SPAN IS 12"o%I.11m j■I■j IIII 1 OF 16dII_ _ 8-6"ORLESS; I I '� I 73BLSLNL(1.5 E)w/134x II �`� 7 t\ \'/�/�/�/�, ! s. CN WHEREHORIZSPANISO SIDE II1\� � i!'" f �� c ,l MARK DATE DESCRIPTION (4)16d EA SIDE TO GL I i ,1 \\ p $N BTWNB_6"&11'6" \� \ \. �_ �_ s ((4)#12 WOOD ����� 11�� �� �C �»> SCREWS arslM A IL ���� ����, �� � �� Ip,ti„� —� _ Issued: 12IPTIO 21 I1It % (1)FULL HEIGHT .► „•,,' , 1: —SHIPS LADDER& STUD,TYP EA SIMPSON A35 ABV&BLW �'I_ FACE OF BEAM 1 1Q" I I -MIN EFFECTIVE J-5 N J-5 ATTACHMENT TO J� N 1 STRUCTURE BY Scale As indicated lir., Typ BM CONT THROUGH THROAT TO MATCH ao OTHERS GL BEAM AT LANDING FLOOR JOIST, GLULAM BEAM, POCKET BM IN I I I PARTITION,TYP I I J_5 n By: M F TO CONTINUE OVER CORRIDOR WALL, DEPTH OF REINF co POST I P REF PLAN REF PLAN INFILL BELOW w/ 1111 I II I INDICATED FOR SPAN, TYPICAL STUDS WOOD POST FOR BEAM PER PLAN � I REF 9/S210 i TYP \ - Reviewed By: EQ ,_��, FULL BEARING,REF S601 a1 01 POST PER PLAN,TYP IIIIIII (STEEL STUDS AT SIM) i 16/S210&17/S210. HANGER PER 11/S210& @ NON- 12/5210.(TWIST STRAPS (2)16d @ 12"oc MAX STRUCTURAL TOP OF STRINGER) VERTICALLY,TYP NOTES: Copyright 20071 b360r20 WALL REF ARCH ((2)#12 WOODI 1. TYPICAL DETAIL IS FOR STRINGER HORIZONTAL SPANS UP TO 11.-6"MEASURED IN PLAN. 1 SCREWS AT SIM] o 0 6 6 I 1 PERMIT SET FACE OF 2. NOTCH BOTTOM OF STRINGER AND STRONGBACK THE MINIMUM AMOUNT TO ALLOW A A PERPENDICULAR I FLUSH BEARING ON HANGER. .9 ST Rl sT d WALL I 3„ 9"MAX 3. WHERE HOIZONTAL SPAN OF STRINGER IS>11.-6",CONTACT STRUCTURAL ENGINEER. I I PARTIAL STAIR PLANS & Oi 1"MAX TYP 4. SEE S211 FOR LOFT UNIT STAIR REQUIREMENTS. DETAILS 0 N SECTION A-A N N TYP INTERMEDIATE LANDING BEAM CONN TO N �I WALL 17 SHIPS LADDER AT LANDING 13 TYP STAIR FRAMING �s� STAIR S2 PLAN ROOF�4� lir S21 O 0 1 1/2"=V-0" S210 1 1/2"=V-0" S210 1"=V-0' S210 1/4"=V-0" S210 60 50 I 40 I 30 I 20 I 10 I 0 1 60 1 50 1 40 I 30 I 20 I 10 I 0 I SEE ARCH FOR FINI II il READSH WALL „ BORA PARTITION WALL SHEATHING PER I I / PER ARCH PLANS WHERE f/ I I II REQ'D AT SHEAR II WALLS I I ---PROVIDE HANGER w/ 7 II II I CONCEALED FLANGE 7 Bora Architects,Inc. II II EQ EQ I WHERE NEAR WALL 720 SW Washington,Suite 800 f Portland,Ore on 97205 1 3/4x11 7/8 LSL(1.55E)w/ II II I I g 1 3/4x5 7/8(11 7/8 RIPPED I I II (2)ROWS I I TREADS,REF ARCH 503.226.1575 IN HALF)LSL NAILED TO OF 16d www.bora.co SIDE,TYP II II / @ 12"oc I I STUD WALL TO UNDERSIDE OF STRINGERS,REF DETAIL (1)FULL HEIGHT— I l ,t RP ! I MIN EFFECTIVE FOR ADD'L INFO STUD,TYP EA I I I'm \ ri Il $'q I I THROAT TO MATCH FTG CNTRD- EQUILIBRIUM DEPTH OF REINF FACE OF BEAM I I UNDER WALL " 6+6 p, w INDICATED FOR SPAN, o '� REF 9/S210 0 Os POCKET BM IN I Q \\ I I I >` — , "„ i CORRIDOR WALL, II I I I > INFILL BELOW w/ - 15 WOOD POST FOR I I I I I �� 1 B-10 .L _ FULL BEARING,REF BI I I I BM CONT PARTITION, I c 1 g i 10, �� 7 i16/S210 817/S210.1 1�„ CNTRD S210 S210 of toTYP II I I ' UNDER — — — —\— _ 11 co, ? l BEAM PER PLAN STRINGERS L�_ S210, I I,-I 10 t= CONN PER 11/S210 _� �.� r :r� '.. 7 x a fl I i P I I III I I 1 V 05 l ENGINEERS9 NOTES: o' %Q t I- 61- 16325 Boones Ferry Road,Suite 202 1. TYPICAL DETAIL IS FOR STRINGER HORIZONTAL SPANS UP TO 8'-6"MEASURED IN PLAN Lake Oswego, Oregon 97035 AT LOFT UNITS. NOTE: Phone: 503.636.8388 REF 5/S211 FOR TYP W W W.EQUILIBRIUMLLC.COM 2. NOTCH BOTTOM OF STRINGER AND STRONGBACK THE MINIMUM AMOUNT TO ALLOW SECTION AT STAIRS. 6 FLUSH BEARING ON HANGER. 6 3. WHERE HOIZONTAL SPAN OF STRINGER IS>8'6"AT LOST UNITS,CONTACT , FtU C T UR STRUCTURAL ENGINEER. r� q `�D PRpFFS 4. SEE S210 FOR EXIT STAIR REQUIREMENTS. N �j�`tp1G1 NEtr UNIT 127 PARTIAL STAIR FRAMING PLAN O 19402 5. STRINGER STRONG-BACK REINFORCEMENT IS NOT REQUIRED WHERE SPAN IS LESS ED -4", THAN 3'-0"MEASURED IN PLAN. 1/4"=1'-0" S211 O GO i-- / TYP STAIR FRAMING AT LOFTS O a, ,'°,,, 22 ,99\00S,• 1"=1'-0" 5211 o QUES � CNTRD I EXPIRES 12/31/2022 I UNDER REF ARCH FOR 9 STRINGERS — TREAD AND S210 RISER MATERIAL 1.-0" f I' I I - _ __I ! - II LSL STRINGER, — REF PLAN N. - '-' UIMI 1- . FTG CNTRD N UNDER WALL CONT LET-IN 2x4 5 N FASTENED TO TOP OF I 11 5 �� WALL w/(10) 10d NAILS S210� N STUD WALL TO UNDERSIDE--- 1 17 OF STRINGERS,REF DETAIL I .. I FOR ADD'L INFO �m■ c_10 N. LANDING MIN THROAT, I II I REF 9/S210 A I 1 1 SHEATHING ■II I IIPRIM IMP I VP r III I Im 101 ,...„ , NOTE: 10d @ 6"oc REF 5/S211 FOR TYP — SECTION AT STAIRS. -- STUD WALL,REF PLAN 111:1 N STAIR STRINGERS AT INTERMEDIATE LANDING s2 1 UNIT 125 PARTIAL STAIR FRAMING PLAN z s 2EP 4 4 CNTRD UNDER Ank STRINGERS S210 1 1'-03 ,i,/4" . r --H-, 3, CD 1 — I - i z MUM — FTG CNTRD \ - T = I_ UNDER WALL \\I I i m. 0 Z S210 N W STUD WALL TO UNDERSIDE ii 2 OF STRINGERS,REF DETAIL I i I / ♦ a FOR ADD'L INFO B-10 v O _111 - o; Mill I- 1 iii 3 _L'! I I w C4) NIP 3 ® I -VP 1 O Z i NOTE: REF 5/S211 FOR TYP C SECTION AT STAIRS. L 2 ix I— O O CI) = U CI- < U — 0 H N UNIT 123 PARTIAL STAIR FRAMING PLANe) 3 1/4"=1'-0" S211 CNTRD UNDER STRINGERS 9 2 _ S210 2 1' 1�— 1 — FTG CNTRD — —1- -- I-x{u' I - UNDER WALL \�' � I ' 11 zvl., STUD WALL TO UNDERSIDE I S210 -' MARK DATE DESCRIPTION — OF STRINGERS,REF DETAIL '" FOR ADD'L INFO I I B 10 Issued: 12/15/2021 TiScale: As indicated s2W 1 ' m' I " i, Drawn By: Author ' - - '''11e,," ‘,1_— —— Reviewed By: Checker 6 - - I- I I S211 14 NOTE: S210 REF 5/S211 FOR TYP Copyright 20071 b360r20 SECTION AT STAIRS. 1 I 1 PERMIT SET 0 PARTIAL STAIR PLANS & N DETAILS 0 N UNIT 121 PARTIAL STAIR FRAMING PLAN 4 S211 0 o S211 60 50 1 40 I 30 I 20 I 10 I 0 1 60 I 50 I 40 I 30 I 20 I 10 I 0 I WOOD-FRAMED WALL, WIDTH — REF PLAN / /REF FOOTING SCHEDULE #4 DOWEL,REF 7/S401 L PLINTH&FTG SOG,REF PLAN \ i/- REF PLAN GALV L3x3x1/4x1'-11"w/ TRANSV REINF CONC PLINTH,REF Jr. (2)12"0 x 3 1/2"EMBED SS PLAN FOR INFO • • • EXP ANCHORS @ 1'-6"oc • TYP(2)SIDES CONC PIT WALL ABV REF 17/S401 #4 x 2'-6"EPDXY DOWEL @ 32"oc 2"CLR ° 3/4"MAX • 2"CLR MIN,CUT BARS AS REQ'D j DOWELS FROM FOOTING w/SIMPSON SET-3G BORA STEM WALL,REF PLAN , �3/4" GAP TOS W (REINF NOT SHOWN 1 I I I � REF PLAN o u 4"EXTERIOR SOG FOR CLARITY) • • • w rill REF PLAN FOR -A_ IA,WALL THICKNESS 2 lad CL PLINTH&FTG 7 Bora Architects,Inc. 1 12"GALV STEEL W REF 7/S401 FOR WALL REINF r / BAR GRATING •! J 0 O ISTI 720 SW Washington,Suite 800 • • RATED FOR 100 PSF �W g SOG,REF PLAN \ @ J 12" ,;o o;. " Portland,Oregon 97205 #4 16"oc I W 3"CLR U (SEE SIM AT EXTERIOR SOG) 24" WATERSTOP, • TYP° -., w TYP , 503.226.1575 CONTINUE SLAB 2"CLR MIN ' BARS W W W.bora.co 2„CLR 3"CLR MAX----- -SLAB CONTINUES NOTE: REF PLAN / / BEYOND ` CL FOOTING& WATERSTOP U EQUILIBRIUM • • / \ FOOTING � !/ N1 CONTROL JOINTS TO BE 20.-0"oc MAX EA AT LOWERAT SIMEXTERIOR SLAB) I \ ` \ • / • • ° \ KEYED JOINT(AT SLABMID-DEPTH)PAINT w/ T/10 DIRECTION.CUT ALTERNATE BARS AT JOINTS. 1 • f • • • ~` 8" 8" T / CURING COMPOUND (3/4"MIN) °w II I III III II- Iw I I I I I I T 2 6" SECTION A-A AS BOND BREAKER SOG,REF PLAN — 0 o U \ BEFORE#4 U-BAR EA SIDE N SECOND SLABING ti 2 ` I U 2'-6" 2'-6" REF 4/S401 SECTION A-A �M is- o_ FOR SLAB BLOCKOUT INFO W L #4 U-BARS w/STD HOOK ', • • ! ,10 • •- ce AT TOP 12"ocINEA REF PLAN DIRECTION 6" 2'-0"x 2'-0" 6" UNDISTURBED SOIL 1 V:3H OR L FILL I I_I ► I , I- E3 INAC ACCORDANCE ,; ENGINEERS FTG,REF PLAN& GEOTECHNICAL • REF SCHED FOR REQ'MNTS �. .� REF PLAN / / - CONSTRUCTION JOINT 16325 Boones Fe Road,Suite 202 REINF UNDISTURBED SOIL OR 3^ I—I 1/8"SAW CUT(SAW Lake Oswego, Oregon 97035 STRUCTURAL FILL IN CLR TYP I I SAME DAY AS POUR) Phone: 503.636.8388 ACCORDANCE w/ ° #4 TIES&CROSSTIES @ 4"oc 0 OR FORMED JOINT. NNN.EQUILIBRIUMLLC.COM GEOTECHNICAL REQ'MNTS / 1/8" 6 EQ EQ ELEVATOR PIT DETAIL 1 FILL w/JOINT SEALER, SOG,REF PLAN / X J ___�- REF ARCH FOR JOINT N 1"=1'-0" S401 TYPE 6 "W,REF FTG SCHED jMUIIMIIINMM LEVELING COURSE OF FINE- / Aj �A 1 VAPOR BARRIER, GRAINED AGGREGATE,TYP CONC PLINTH,REF PLAN REF ARCH 17110:4N SECTION AT SOG STEP 14 UP TO 2'-0" 2'-0"TO 4'-0" UNDISTURBED SOIL :-N. \5 ..,.‘GI NEs/o / / / (OR STRUCTURAL FILL, ` ,� 19402 9 NO SCALE S401 �2 3"CLR REQUIRED BY o COMPACTED S \ �/y }7 0 ; ; GEOTECHNICAL 12"LAYER OF IMPORTED •,. O Go I ALIGN F.O.STUD WALL WOOD-FRAMED WALL,REF PLAN • • • TYP ENGINEER),TYP SAW CUT CONTROL JOINT GRANULAR MATERIAL APPROVED 9 O✓` A'''''' �Q &F.O.CONC WALL u. W 95%OFBY OSTANDARD PROTORTECH,TYP T TO p P QUES�G*Lu #3 @ 8"oc TYP WALL �� _ MAXIMUM DENSITY PER ASTM I EXPIRES 12/31n022 I BARS IN SMALL SECTION REINFORCING _I I III- _1 -(3)#3ri] U D1557 ALTERNATE- UNDISTURBED SOIL OR iti SEPARATE 1'-6" HOOKS 1'-0" STRUCTURAL FILL IN 2¢m CORNER BARS ACCORDANCE w/ -DOWELS TO MATCH COL GEOTECHNICAL REQ'MNTS VERTS w/STD HOOK AT BOTT SLAB ON GRADE SUBGRADE&JOINTS 1 SOG,REF PLAN cr w NO SCALE S401 0 0 m - -LAP PER TYP CONCRETE COLUMN AT FOOTING 5 ,-N O� S001 . 4 REF PLAN� NO SCALE S401 \ SEPARATE • • NOTE: REF S001 FOR / CORNER BARS LAP PER ABOVE DETAILS APPLY OPTIONALSLAB ON GRADE, 1/ (\ IN BOTH HORIZ&VERT S001 TOP FTG BARS SCHED SPLICE p REF PLAN,TYP DIRECTIONS. WHERE OCCURS 1.- PER SCHED __ TO MATCH �� 5 ADD'L#4x6'-0"@ 16"oc / 2-6o MIN o'0. / CORNER DETAILS • r 2"CLR BOTT REINF o° 5 CENTERED OVER STEM o•°° o WALL BLW REF PLAN FOR U TYP 1 FIELD BEND -WALL THICKNESS WALL DETAIL-SINGLE LAYER REINF 10 "' / 6 o n • • • REF S001 FOR VERTICAL BAR / �� • _° LAP SPLICE REF 1/5401 FOR STEP 0"TO 4" ONCE / --EEQ 1"=V-0" S401 s REF PLAN \ N SCHED UNDERSLAB REQUIREMENTS,TYP 1 6" MATCH TRANSV 1 1/2 MIN V • o 24" T FTG REINF \ ZW - • � • 1 REF 7/S401 FOR UP TO 2'-0"I / / 2'-0"TO 4'-0" / ti Y i� o WALL REINF C U ° • WATERSTOP U O \ T.O.FTG,TYP sr ° — I REF PLAN ,�— JI 1 — o �o. X STD HOOK AT BOTT-- O ME _ THICKNESS STEP 4"TO 1'-0" - W • • rs- W U 1�- U co N#3 8"oc TYP WALL 1 P. 0 FTG,REF PLAN&--� ! • •• • •• T @ BARS IN SMALL SECTION REINFORCING MATCH LONGIT BOF 1.-. NOTE: SCHED FOR REINF REF PLAN FTG REINF REF PLAN FOR DETAILS I I III REF PLAN AT STEP>1'-0". III III 3"CLR U 1'-6" 1'-0" 1'-0" / 1.5HMIN L FOOTING TYP / - - THICKNESS TYP /UNDISTURBED SOIL OR ��—�� STRUCTURAL FILL IN TYP. STEP IN SLAB ON GRADE DETAILS 2 4 ACCORDANCE w/ / EQ / / EQ / 7111111111 Irk � NO SCALE\5401 4 GEOTECHNICAL REQ'MNTS "W",REF FTG SCHED / / ' ' SEPARATE SEPARATE TYP. STEPPED WALL FOOTING DETAIL CORNER BARS' CORNER BARS NO SCALE S401SECTION AT INTERIOR STEM WALL 15 OPTIONAL OPTIONAL S001PER AS NOTED ON PLAN NO SCALE S401 • ' REF PLAN T ABV SOGAT SIM PAVEMENT/GRADE, SLAB ON GRADE, NOTE: \ r-- REF CIVIL REF PLAN ' ABOVE DETAILS APPLY IN BOTH AT SIM I V WALL CONTINUES UP AT SIM, WOOD-FRAMED WALL, I N REF 5/S402 AT SIM v _I\n_i HORIZ&VERT DIRECTIONS.REF PLAN&,TYP DETAILS I ICONTINUE WALL REINF TO VARIES I I- I WITHIN 2"OF T.O.CONC STEM SOG REINF,REF PLAN- CORNER DETAILS REF PLAN-1I�I WALL,UNO A z SLAB ON GRADE, 3/4"(UNO / 24" 2 _ '^ GALV AB, REF PLAN ON PLAN) I #4 @ 16"oc 112"(AT EA FACE -- 0 3 v/ REF 10/S601 REF PLAN F AT 10"THICK WALLS) ;o j CLR CIO LAP PER S001 WALL DETAIL-DOUBLE LAYER REINF. 11 v, FOR ADD'L INFO J 1 /-- TYP / 1"=1'-0" S401 • • . FINISH GRADE 1 SLAB ON GRADE, • f O REF PLAN REF PLAN °o o I I - STEM WALL REINFORCING \ C NOTE: ,9 C • COORD ALL HOUSEKEEPING PAD DIMENSIONS AND DEPTHS w/ / •° "T" REINF Zn U a REF PLAN MEP DWGS,INCLUDING CONSIDERATION OF EDGE DISTANCES REF 1/S401 FOR 2"CLR MIN 6" #4 @ 12"oc EA WAY AT CL 1 -0" REQ'D BY ANCHORAGE DESIGNER FOR SEISMIC ANCHORS. UNDER SLAB O '� REQUIREMENTS EA FACE (2)#5 CONT AT BOTT ZN--I 2'-0" TO SOG BARS „°•1 8" #5 @ 15"oc EA WAY AT CL U / / #4 EPDXY DOWEL w/STD HOOK @ 12"oc °°1 L \�c---r , \ AT PERIMETER OF PAD,(4)SIDES Immo oc EA WAY AT EA 1 y I = : s T"REF PLAN 10" FACE,2"CLR FROM CONC 0 #4@ 12"ocEAWAY \Q ° LL O IX (0 EQ EQ TYP THICKENED SLAB EDGE 3 �G�e I ° J 1 w T CC / /• WHERE NO STRUCTURAL WALL OCCURS ABV 3 3 o• I 1 U U w W W (UNO ON PLAN) (UNO ON PLAN) co TOP FTG BARS °°o.°° o.°°o.° E.: \ \ Z WHERE OCCURS ° • \ • • '°' k. a �\ ° \ REF PLAN 1 12" • • k 2 D O U g IU- W WIDTH �'� I I—III— I I FTG REINF,REF PLAN CLR W W • ,• w • �\ - Lu 0 REF FOOTING SCHEDULE ON PLAN / O o 0 II—III_ \ O REF 1/S400 FOR UNDERSLAB UNDISTURBED SOIL OR \ ? I \ \ REF PLAN \ V REQUIRMENTS,TYP STRUCTURAL FILL IN I II I I o'" 3"CLR CONC FTG, FTG WIDTH,REF FTG SCHED ACCORDANCE w/ TYP TRS REINF REF PLAN / GEOTECHNICAL REQ'MNTS I I N-EMBED hef=4 12"w/ UNDISTURBED SOIL OR / / 9 Q u SIMPSON SET-XP OR u -#4 EPDXY DOWEL INTERMEDIATE STD HOOK STRUCTURAL FILL IN / 0 APPROVED EQUAL, DOWELS w/STD HOOK 24 MAX ACCORDANCE w/ �\ ���G� TEMPORARY EDGE OF Q W — SMALL STEPPED AT 4"SOG EMBED CAN EA WAY @ FTG,REF PLAN GEOTECHNICAL REQ'MNTS /� `` �� \G�AGO SLAB BLOCK-OUT w/ IX I- THICKENED SLAB AT INTERIOR WALL 16 BE REDUCED TO 3 1/2" REF FTG SCHED i (�� ISOLATION JOINT w/ °' JOINT FILLER. 1"=1'-0" S401 f X a i % ROUND CONFIGURATION TYP. HOUSE KEEPING PAD AT SLAB ON GRADE 12 a '� 1� SHALL BE USED WHERE STEM WALL DETAIL 7 0 o o % `\\ NOTED BY ARCH 2'-6" 1 12"=1'-0" S401 NO SCALE S401 REF ARCH #4 @ 12"oc WHERE ti ' ` \U W iw i' ` \ 3/16 SOG,REF PLAN 2 L O i 3/16 ` / NOTE: TYP REF PLAN I- i / INSOLATION BLOCKOUT MAYBE 0 x i / DIAMOND-SHAPED,CIRCULAR OR \ I % / TIGHT TO FACE OF COLUMN. INTERMEDIATE HSS RAIL • \ ` ' / BLOCK-OUT&NON-BLOCKOUT SUPPORT,TYP TYP W :` / CONTRACTOR SHALL COORDINATE CONFIRM NUMBER&LOC'N 3/16/ •' cr \\ i /� 2 w/ELEVATOR SUPPLIER #4 @ 16"oc HORIZ,EA FACE \ .. i CONDITIONS WITH ARCHITECT 2 CL OF WALL AND FOOTING REF ARCH FOR • PRIOR TO SOG POUR. L4x4x1/4x0'-4"EA SIDE,TYPL ir` I i #5 @ 12"oc VERT,EA FACE • STAIR DIMENSIONS • \ I / 2-6" o #4 @ 16"oc WHERE SIM /!� TOP FTG BARS ���/// WOOD-FRAMED WALL, i , "H"s 5'-0" i� WHERE OCCURS REF PLAN \ I-CL COL,FTG& SOG,REF PLAN -10"CONC WALL • y#4 NOSING BAR LOCATION OF 2"TYP / / BASE PL,REF BASE PL JOINTS,REF 1/S401 GALV AB, ° ' SLAB REINF, /LAP PER SOOj REF 10/S601 FOR o,, DETAIL 1/5501 FOR SLAB JOINT INFO \ REF PLAN f ADD'L INFO °o•° o•. 0'•-, SLAB ON GRADE, °°o•°°o• SECTION A-A REFPLAN ti • __- T.O.SLAB f REF PLAN 4" 8 3/4"0 A307 THRU-BOLTS AT CL HSS& A REF ARCH .< L W\ °' 1 08/16/2022 PLAN REVIEW S501 HSS6x6 BEYOND, L4x4,TYP • • REF PLAN 2"CLR �2"CLR -o•°- N� °• It #4@16"ocEA WAY(CONT • wA COLUMN, MARK DATE DESCRIPTION HSS #5 @ 15"oc U r ___� , ®° f. HOLRLIZ BARES w/HOOK 4"INTO OF,Q FILL w/CONCRETE REF PLAN SLAB ON GRADE, — / 1 SIDE OF STARE OCCUR EA Spy �- REF PLAN Issued: 12/15/2021 12"THICK PIT SLAB w/#5 // J 1"°° ti �\ I A REF PLAN @ 12"oc EA WAY AT T&B 3^ �/ 1 / REF 1/S401 FOR UNDER L,;° o• 1 W W Scale: As indicated 1 WATERSTOP,TYP SLAB REQUIREMENTS 1 ',o• PAVING,REF U DOWELS TO MATCH o LANDSCAPE Drawn By: MF N WALL VERTS,TYP �� o°o o°o • • • o° •~ gib • (SOG AT SIM) ° \ - - REF PLAN ° a° ° \ s REF PLAN,• °�\ NV '` -III—III—III—III I l EA END o \ -- _1 1° Reviewed By: EQ I I II I I II II •� 1 . I. rI j �• REF 1/S401 FOR 1�1 UNDERSLAB ELEVATOR SUMP PIT u o ��� REQUIREMENTS I I I BEYOND,REF 9/S401 REF SCHEDULE 0 W ��� 3" Copyright 20071 b360r20 U I L J CONC FTG, WIDTH REF FTG SCHED FOR FTG REINF #4 CONT O W = tY ILI CLR Zn 1 REF PLAN L J REF PLAN / / N ARM" \ 1 PERMIT SET `°�U \ -�� I I a_°'\U REF PLAN 0. ---1 UNDISTURBED SOIL OR STRUCTURAL // g -#4 x 2'-6"DOWEL @ 15"oc 9 FILL IN ACCORDANCE w/ I I II ' a_ w/SIMPSON SET-3G, S401 GEOTECHNICAL REQ'MNTS3\ (3)#3 UNDISTURBED SOIL OR CONCRETE DETAILS p CONT WALL FTG, EMBED 2 3/4" STRUCTURAL FILL N REF PLAN /CLR WASHER w/DBLL / / NUTS,TYP REINF PER SCHED- IN ACCORDANCE w/ 0 1'-0" GEOTECH REQUIREMENTS N A-- / N TYP SECTION AT 0 SECTION AT ELEVATOR PIT 17 N INTERIOR WALL FTG(NO STEM WALL) 13 TYP STAIR ON GRADE 8 TYP STEEL COLUMN FOOTING DETAIL 4 S 4 01 12"=1'-0" S401 A 1"=1'-0" S401 1"=1'-0" S401 NO SCALE S401 0 60 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 I 10 I 0 I 0 GRID AT SIM STEM WALL BARS, <� NON-BEARING WALL \ REF PLAN ABV,REF ARCH& REF ARCH REF PLAN 1/S605 / ! / \ \ SITE PAVING,REF f • (\ LANDSCAPE cc SOG,REF PLAN U BORA REF PLAN \ - a } * • • ' �1 1/2"CLR CONTINUE STEM N U PILASTER S THRU 2 WALL BAR ~ Bora Architects,Inc. o°, \ \\ O 7 o o 720 SW Washington,Suite 800 7 • w'ti: • • • • tr Si k m w 3 Portland,Oregon 97205 z J S402 cc INSULATION,REF W a 503.226.1575 ARCH K #6 @ 7 1/4"oc MAX a \ EA FACE `y • U 0 www.bora.co CLRA CLR 312"CLR _/ EQUILIBRIUM • \• •• •• •• •• ' (2\ \ REF PLAN REF PLAN I ( III—III III `\\ #4 CROSSTIES AT ALTERNATE cc #4 @ 12"oc EA WAY _I�I 1I -I I 1 M I I I 1I- 3"CLR O I I VERTS @ 4 3/4"oc VERTICALLY 4' 4' \ SCHED FOR REINF `/ • _�\ 8"THICK CONC WALL TOP BARS PER UNDISTURBED SOIL OR STRUCTURAL FILL \ \ FTG SCHED,TYP IN ACCORDANCE w/GEOTECH REQMN'T'S . 4" WATER STOP o U f ce #4 TIES @ 4 3/4"oc VERTICALLY -4Cr / REF CIVIL FOR GRADE 0 ENGINEER S &FILL INFO 4 SECTION AT RECESSED ENTRY 8 . '16325 Boones Ferry Road,Suite 202 -III-1 I III III- Lake Oswego, Oregon 97035 1 12"=1'-0" S402 III_ _ \ _" Phone: 503.636.8388 (2)ADD?,#6 x CONT REF PLAN W W W.EQUILI BRIUMLLC.COM U 6 MINMAX®AT SIM DETAIL AT PILASTER AT FTG 4 3'-0" #6 U-BARS @ 8"oc / �/ I.------- /� 1 / 8 8""MAX 6 04 FTG,REF PL4N& 1 1/2"=1.-0" S402 = FOR TYP BOTT BARS SCHED ��RU C T Li z 3 o WATER STOP 3"CLR 1 <_QED PR Fe V 1 �Cj�`04,GI NE�;.,4, 19402 2 GRID c -s- r--- FRAMED WALL ABV, REF PLAN REF PLAN iv v (3)#4 DOWELS @ 24"oc / / 1/2"WHERE STUD OFFSET r —. MAX IN OPP DIRECTION o4 ✓O GO 9^ - FROM F.O.CONC,REF PLAN 0 9 ; ADD'L#6 @ 8"oc EA WAY 9 ° z s 9 0� SITE PAVING,REF • _ ^\ O p QUEsO SOG,REF PLAN • • EXPIRES 12r3vzozz LANDSCAPE F.O.STUD OFFSET FROM F.O. 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REF PLAN , #4 @ 12"oc • STAGGERED • ° / :'-';:'0,-;; . 'I FILL w/CRUSHED AGGREGATE OR MAX , #4 x 2'-6"EPDXY DOWEL @ 32"oc SILL PL& DOWELS w/STD HOOK TO RIGID INSULATION w/MIN WI SIMPSON SET-3G,EMBED 3" / SLAB ON GRADE 0 ANCHORAGE REF • • • COMPRESSIVE STRENGTH=40 PSI I 3 w &2/S600 ?/¢ k REF PLAN MATCH WALL BARS,TYP SCHEDULE in cow 8" STEM WALL,REF 7/S401 FOR REINF . ¢ io i•, - SOG,REF PLAN W O / / CO co PLYWOOD NOT - - \� — • \ • w g SHOWN FOR m NOTE: CLARITY • -s ) • • /'� =� DO NOT DAMAGE REINF AND �/ o, • • • • • •. ^,� ° t cc ANCHOR BOLTS WHEN INSTALLING � ---- - • U EPDXY DOWELS,TYP. O Z • to \ W �-- — a 2 a FOUNDATION DRAIN, i, 1 REF 2/S402 FOR INFO U O r , d &BACKFILL REF SCHED FOR �•/ 0 N °o • \ • FTG REINF • • • • W " _ > 3 rn REF PLAN WALL FOOTING LIJ ~ \ - I REF PLAN HSS BASE PLATE REF SPREADFOOTING WALL FOOTING 3 r _ W 3"CLR a TYP /III d II CONC FTG,REF PLAN REF 1/S501. 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ANCHORS SHALL BE ASTM A36 THREADED SCREW PER MFR Issued: 12/15/2021 EI:Ire—_7_"0] U DO NOT DAMAGE REINF AND RODS. SIMPSON HDUI PT SILL PLATES ANCHOR BOLTS WHEN INSTALLING REF PLAN Scale: As indicated EPDXY DOWELS,TYP. 2. ALL HOEDOWNS SHALL BE INSTALLED WITE°. STRICT CONFORMANCE TO MANUFACTURE'S • TOP OF ° REQUIREMENTS. MONOLITHICALLY Drawn By: MF 2" 6" 2" IY • •• • POURED FOOTING Reviewed By: EQ e, o Y li 10^ „. REF SCHED FOR I FTG REINF THREADED ROD ANCHOR w/ m 1 SIMPSON SET-3G CONC STEM WALL Y F, ADHESIVE,REF SCHEDULE Copyright 20071 b360r20 - 1 BLW,REF PLAN U\ REFPLAN0 1 PERMIT SET ! _• • • • • • FOR ROD DIA \ CONC SOG,REF PLAN 3"CLR I—I I 1 TYP \ \ / CONC FTG,REF PLAN N / REF PLAN / REF PLAN / REF 6/S403 FOR CONCRETE DETAILS SUBGRADE REQMT'S 0 N N HSS POST CONN AT PIT 13 _ HOLDOWN FOOTING DETAIL 4 SECTION AT EAST END OF BREEZEWAY 8 0 1 1/2"=1'0" S403 1"=1'-0" S403 1"=1'-0" S403 S403 60 50 1 40 I 30 I 20 1 10 I 0 1 60 I 50 I 40 I 30 I 20 1 10 1 0 I . . , WOOD-FRAMED WALL,REF PLAN 4 3/4" 6 3/4" _-12"TO OUTSIDE /_ F.O.CONC T ,,ERIOR',INTERIOR - D OF STEM WALL,WALL ' WALL BORA ---SILL PLATE 7 CONC STEM WALL, 7 13 7 Bora Architects,Inc. 4"SOG(REINF NOT S401 S401 9. REF PLAN 720 SW Washington,Suite 800 SHOWN FOR CLARITY) \ Portland,Oregon 97205 \\ 503.226.1575 ANCHOR BOLTS ` I www.bora.co �\ ---.-•• —#4 TIES&CROSS TIES @ 4"oc MAX E3 3"MIN CONTINUEHORIZWALL \ \ EQUILIBRIUM CONC STEM WALL EDGE DIST BARS 2'-8"INTO INTERIOR i• &REINF PER PLAN �/-- THICKENED SLAB O O / 4, _I • • • • A_-- - — - 1 - - - --CLHSS ABV&CL 2 PLINTH 3"CLR „,----3"CLR io O S404 \ (yT TO BASE ENGINEERS`J • TO BASE PL ABV, REF 22/S501 16325 Boones F .4 W Ferry Road,Suite 202 • a a• a a • U O Lake Oswego, Oregon 97035 U 1 —(8)#5 VERTS Phone: 503.636.8388 W 1" W W .EQUILIBRIUMLLC.COM 6 / LAP PER S001 6 12"x16"CONC PLINTH BARSCON HORIZ WALL U C T(/ FTG&REINF PER PLAN \I— BARS THRU PLINTH R� Rq TON/4"AMPLITUDE STRUCTION JOINT ROUGHENED �N F D PROF 0.4G1NF 0/65f 19402 r 1 or GO QG ✓, 22 ,''';\ f�Q' 1 DETAIL WHERE SOG MEETS STEM WALL 5 PLINTH AT EXTERIOR CONTINUOUS WALL I 49�0 P. QUEs°‘O 11/2"=1'-0" S404 112"=1'-0" S404 [EXPIRES 12/31/2022-1 4. CP ID 6" CL HSS COL VARIES,REF PLAN / / &ANCHOR ROD REF ARCH \ y 1'-0" I I/ WOOD-FRAMED WALL, I 5 REF PLAN 3/4"0 F1554 GR36 THREADED I 5 - ANCHOR RODS w/NUTS,REF 22/S501 FOR ADD'L INFO I 1 I I I I NUTS FOR LEVELING I 1 1/2"O �r� A5 C 8"OF VERTS 2" 1 3"I F.O.CONC AT CL OF WALL 2 / f - / I/ 1/4/ REF PLAN I I -#4 @ 12"oc HORIZ BARS = WQ i so U D U CC 0 CONC STEM WALL,REF 7/S401 ¢ u o REF ARCH FOR BASE PL,REF 22/S501 Et z , • • • FOR ADD'L INFO INSULATION&FILL — • E° oi Q 6"MIN-- --_� / 1 12"NON-SHRINK GROUT I �� ¢ Q • • #5 VERTS,REF 1/S404 SOG,REF PLAN / / Z -12'5(16"CONC PLINTH, 7 1/4"- •REF ARCH REF 1/5404 AT r / �' 1-L-Ti --- • • CONTINUOUS WALL& 3/S404 AT END OF WALL EDGE OF FTG RUNNING • CONTINUE WALL EAST-WEST BARS THRU PLINTH • • • #4 TIES @ 4"oc MAX NORTH-SOUTH FTG, SOG&DOWEL,REF •• REF PLAN EQ 8" EQ • PLAN&7/S401 • • I \ 4 / / \ \ r\ 4 x .,--'• LAP PER 5001 DRAIN,COORD w/ -' 1/2"TO OUTSIDE CIVIL&LANDSCAPE -, F.O.CONC LAP PER S001 L 0 ' ` - --FTG,REF PLAN r a Z 1— #6 TRANSITION BARS @ 12"oc MAX ♦ 1) LAP ��///��/ / PER S001 C 1/4x2 12x2 12 PL WASHER CDZ w/DBL NUTS,TYP W o V SECTION AT SE CORNER 6 SECTION AT PLINTH 2 1".1'-0" S404 1 12"=1=0" S404 I ; W 3 3 = >" 112"CLR 1 -4 (4)SIDES , (5)ANCHOR RODS TO BASE O Z © PL ABV,REF 22/5501 CONC PLINTH #4 TIES&CROSS TIES @ 4"oc MAX (8)#5 VERTS Emmet V Q w—� CONC STEM WALL, • • —2"MAX REF PLAN V Q 0 O • O Q r \ w cD 6„ REF ARCH• • • • • _O 0 A . � —y� REF ARCH 0 _ to 1 �� WOOD-FRAMED WALL, \ V T GRID - L!Iij \ REF PLAN —III— 0U • O O U 1'-0"MIN CONTINUE HORIZ WALL BAR 0 d /- / INTO PLINTH w/STD HOOK #7 @ 8"oc VERTS u_ 12"TO ---I\r-- � AT CL OF WALL . § F.O.CONC #5 @ 8"oc VERTS -" 2 ATCL OF WALL 2 REF PLAN w • _ Et o PLINTH AT END OF EXTERIOR WALL 3 • _ U� O 1 12"=V-0" S404 Ix Ot 3 W • °o•e° ¢ p g °'' °o; 3 Z #AI 2"oc CO > > H BARS Cr CO #4 @ 12 oc U. cn • ¢ • HORIZ BARS j XQ EQ Q EQ EQ ¢ �� "0 10" / 1� f Co /----- / 6" / / 8 #4 TIES&CROSS 1 08/16/2022 PLAN REVIEW SOG,REF PLAN MIN j REF ARCH / �6" • 1 12 TIES @ 4"oc MAX \ I� (12)#5 VERTS — \\ ELEVATOR PIT WALLS CLR �/ MARK DATE DESCRIPTION L. a Issued: 12/15/2021 W ° Scale: As indicated • \ I 0 a Drawn By: Author IT u-i_ _ �•\—r Reviewed By: Checker z o _ I x I o z i -4 L-- - ,. U \ L • ___ Copyright 20071 b360r20 1 FTG,REF PLAN \ 1 PERMIT SET • • • • • • • • 112"CLR i 11 i , 11= e POST ABV,REF PLAN CONCRETE DETAILS No HOOK TO BOTT MAT CV CNI 0 L� c., SECTION AT SE CORNER 7 PLINTH AT ELEVATOR PIT 4 S404 1"=1'-0" S404 1 12"=V-0" S404 0 60 50 I 40 I 30 I 20 I 10 I 0 1 60 I 50 I_ 40 I 30 I 20 I 10 I 0 I TOP OF COLUMN WHERE OCCURS,PROVIDE 1/4 CAP PL w/ SEAL WELD ALL AROUND WALL FRAMING,REF PLAN I WALL FRAMING,REF PLAN PL 3/8x(d+1)xL WALL SHEATHING, WALL SHEATHING, REF PLAN REF PLAN (ram t) 1 1/8" PL 3/8 1�4" PURLIN,REF PLAN I► 5/8"0 WELDED THREADED- 5/8"0 WELDED THREADED 1/4 , AT BORA -- STUDS 1 i/S400 FOR HSS COL HSS COL, /TYP PL TO STUDS @ 32"oc MAX STUDS @ 32"oc MAX a -- --CL COL& CONN TO T.O.HSS BEAM T/� T / REF PLAN ` HSS A T CL " BEAM / 1/4/ \HSS 3x SILL PLATE THROUGH PL AT j Qo mi /// 3x SILL PLATE CONN, BEAM,REF 4/S501 I Oo N O-- HSS COL, \ FLOOR SHEATHING, REF 4/S501 1. cc 0: REF PLAN \I 2" I HSS COL, REF PLAN EN,REF PLAN EDGE NAIL, EDGE NAIL, FOR d 5 6" I O° 7Yp REF PLAN C I REF PLAN '?/ REF PLAN o o /� I Win 10 w� ERECTION BOLT AS _� — Ni ►1C. REF PLAN ti _ ce 7 NEEDED EA SIDE, c) - - - - - —MI IIl,111 - �J FLOOR SHEATHING, 1-----1 1/4 I Oo TYP v a I I I EDGE NAIL, 1/4 720 SW Washington,Suite 800 REF PLAN I - v4 7 Bora Architects,Inc. 6 • O ������ I REF PLAN `�"2 I g I I MilliVIfi I i REF PLAN PL 3/8 Portland,Oregon 97205 I \ I '1IJI1 '- L BUILT-UP TEE w/7/8"0 A325 N BOLTS 503226.1575 I 111111 REF 3/S501 FOR QUANTITIES OF .1111111 BOLTS,LENGTH OF PL&HOLE TYP PL 3/8x4x0'-6"EA --- I 12"GAP JOIST,REF PLAN,TYP. --- , 2 COL& SIDE AT EA END d� TYP WHERE JOISTS ARE IIIIII M BEAM www.bora.co M I I PARALLEL TO HSS @ SIM, ( I gill iv w i----J ��$'�IIII REF PLAN PL 3/8x(d-1)xL INSTALL BLOCKING k, -_J EQUILIBRIUM- I PER 10/S501 $ PL 3/8x(d-1 12)xL n CONT 1 3/4"LVL LEDGER TO -. FOR d 7" FORT 2 3/8 �'\/�- HSS COL, � JOIST,REF PLAN, L6x4x5/16x0'-4"LLV w/3/4"0 A307A REF PLAN 3 MATCH JOIST DEPTH FASTENED HSS,REF PLAN TYP/ TO HSS w/(2)ROWS OF 5/8"0 HSS,REF PLAN NOTE: SIDES THRU-BOLTS AT CL HSS&L6x4 IN CL \SIDES 13/16"x2 1/2"VERT SLOTTED HOLES 1/4/ TYP WELDED THREADED STUDS @ CONT 1 USE THIS DETAIL FOR SMALLER BEAM SIZES AT 12"oc STAGGERED&4"FROM MULTIPLE-SIDED CONNECTIONS ONLY. ENDS OF EA PIECE OF LVL JOIST DEPTH LVL LEDGER TO MATCH FASTENED TO HSS w/(2) ROWS OF 5/8"0 WELDED THREADED ^yy^ STUDS @ 12"oc STAGGERED&4"FROM ENDS OF EA PIECE OF LVL L CO TYP. , 2" BASE PL,REF HSS BEAM TO HSS COL CONN AT ELEVATOR 19 JOISTS PERP TO HSS BEAM 14 JOISATS PERP TO UPTURNED HSS BEAM 9 PURLIN TO HSS COLUMN 5 1/4, I .- TYP SCHEDULE FOR SIZE. E3 /".1'-0" S501 1".1'-0" S501 1"=1-0" S501 1"=1'-0' S501 GALV BASE PL WHERE ENGINEERS IT EXTENDS BEYOND • DAMPPROOFING 16325 Boones Ferry Road,Suite 202 WOOD POST, - IMM --CL COL Lake Oswego, Oregon 97035 REF PLAN Phone: 503.636.8388 NAILER,REF PLAN. WALL FRAMING,REF PLAN • POST BASE BREAK AT POST HSS COL,REF PLAN .EQUILIBRIUMLLC.COM 6 REF 18/S501 WALL SHEATHING, , a. PL 3/4 x BM WIDTH w/ 1 01 5/16 SECTION A-A ` 6 1/4 TYP POST REF PLAN �L WALL SHEATHING, REF PLAN (4)3/4"0 A325 BOLTS I REF PLAN AT STD GAGE I �RU C UR FLOOR SHEATHING, 1/4 SHEAR PL REF 5/8"0 WELDED THREADED I Z HSS COLUMN, g "9 z REF PLAN.NOTCH AT • • 2/S501 AND 3/S501 STUDS @ 16"oc MAX WF BEAM, 4, O REF PLAN FOR ��ED PROFF�, 1 12"TYP POST • TYP SIDE PL AND FASTENERS REF PLAN STIFF PL,REF 2/S501 ?U f SIZE \5 ENGINE �j 1/4/ \TYP REF 1/S601 EA.SIDE REF 18/5501 19402 GLULAM BEAM, • (NOT AT SIM) NON- REF PLAN TYP • BEAM WIDTH+1/8" �1 3x SILL PLATE �• v R A A SHRINK GROUT Fr//I a FLOOR SHEATHING,REF PLAN.NOTCH BASE PL REF 9/5502 EDGE NAIL, •— ~ -, —,- 1 12"NOMINAL ' O GO , x' GLULAM AROUND POST BASE / REF PLAN TO.FTG cl , . mimic q O`, 2 2 A99�0<(� f - W A g�c A • pJ A WHERE OCCURS _—' ►1C DOUBLE NUTS.GALV QUE �� co - (2)3/4"0 A307 SIDE PL,TYP \ 1 i 2'-0"MIN BLKG `i W IEXPIRES m3ino22 �I�I_-I'� } FLOOR SHEATHING, I WHERE OUTSIDE THRU BOLTS,TYP \ S REF PLAN I - •- DAMPPROOFING \ THRU BOLTS Z �I DGE NAIL, co iIREF PLAN I REF PLAN 1/4x2 1/2x2 1/2 PL THREADED c E • I �_ b 0 TYP • I� R. _.m ..'IIlII! WASHER w/DBL ANCHOR ROD, O \ • NUTS,TYPREF SCHEDULE WFBEAM BELOWPOST12" 1/4 TYPICAL COLUMN BASE PL SCHEDULE, TYPIC----' !hi1J1I1 [ UNO ON PLAN -_J REF PLAN STIFF FL,REF 2/S501 ANCHOR ROD �.-_l BEARING PL ' i 2 DIA x EMBED I w COL.SIZE W(IN) L(IN) T(IN) WF BEAM, A SIDE PL12 EA / HSS,REF PLAN JOIST,REF PLAN, cv C` REF PLAN HSS4x4 10 10 3/4 3/4"0 x 8" \ 1 1 SIDE OF GLULAM SECTION A-A WF BEAM-- 1/4 /4 TYP HSS,REF PLAN HSS5x5 12 12 1 3/4"0 x 8" TYP > / (12) 5" BEARING PL 3/4 REF PLAN 1/4, I END OF BEAM/ / CONT 1 3/4"LVL LEDGER TO MATCH AKI-JOIST,LSL OR LVL JOIST DEPTH FASTENED TO HSS w/(2) WHERE BEAM NOTE: TYP 1 1/2" BACK PL 1/2x6xHSS BEAM HEIGHT BLKG @ 24"oc w/TOP ANCHOR RODS SHALL BE ASTM F1554 GR36 THREADED RODS. GALVANIZED WF BEAM,REF PLAN 12"GAP TYP CENTERED ON WF BEAM FLANGE HANGERS ROWS OF 5/8"0 WELDED THREADED DOES NOT RODS WHERE THEY WILL BE INSTALLED OUTSIDE OF DAMPPROOFING. 5 MAX TYP STUDS @ 12"oc STAGGERED&4"FROM CONTINUE 5 BACK PL3/4x8"FITTED BTWN ENDS OF EA PIECE OF LVL WF BEAM FLANGES, COLUMN BASE PL DETAIL 1 CENTERED ON GLULAM,TYP 1"=1'-0" S501 GLULAM BEAM TO WF CONNECTION 20 WF BEAM TO HSS BEAM CONNECTION 15 1 12"=V-0" S501 1".V-0" s5o1 STUD WALL ABOVE HSS BEAM 10 WOOD POST, REF PLAN 1"=1'-0 S501 '-' ? NAILER,REF PLAN. 1 12"TYP Kdet "X" POST BASE BREAK AT POST PL 3/4 x BM WIDTH w/ K s 1 12" 1 12"(7/8"AT W8 BEAMS) REF 18/S501 PROVIDE 1/2"RADIUS AT PL HEIGHT TRANSITION (4)3/4"0 A325 BOLTS AT STD GAGE I I 1 12"5 K 5 2" 2" WF BEAM �_��( (NOT REQ'D AT SIM) I C 2-.3- 3" REF PLAN,TYP �-� _li_II. 5/16 K>3" K" FLOOR SHEATHING, • • A 5/16/ !HMI! HSS COL,REF 2/S501 REF PLAN.NOTCH AT I I.' 4 I (5)3/4"0 A307 THRU- POST • i _I�_II_ BOLTS NOTE: WF BEAM ABOVE POST K REPRESENTS THE LARGER K DIMENSION GLULAM BEAM, • REF PLAN TYP , • BEAM WIDTH+1/8" _ -Milli: OF THE TWO CONNECTING BEAMS. ' CAP PL r 1---, Il�il; I I GLULAM = W cr (2)3/4"0 A307 I L� �I �1(_II U 3/4"MAX COPE FLANGE O AS REQUIRED THRU BOLTS,TYP A ��,, �A A L-`�-��J r PL 3/8 x L,REF SIDE PL,TYP (4)7/8"0 A325 SECTION A-A • SCHEDULE -� THRU BOLTS N BOLTS REF WF BEAM TYP WF BEAM AT HSS POST 6 C • FOR BOLTS 0 \ 2/S501 AND 3/S501 REF PLAN,TYP • (3)SIDES, U4 I " 1/4 - 1"=1'-0" S501 I 4 TYP> 0 I 0 \ TYP �� 1/4, (3)SIDES 1/4 I 1/4 1/4 TYP. I • li Ai- �A L6x6x12x1'-3"ANGLE CNTRD WF BEAM,REF PLAN 4 ON HSS HEIGHT AS SHOWN NOTE: REF 3/S501 FOR CONNECTION 1/4 _ Al(011.1 -HSS COL REF PLAN SCHEDULE. 1/4 A A BEARING PL 1/4, 5'TYP 1/4> / / SECTION A-ASTIFFENER PL 3/4 x BEAM WIDTH w/ BEAM TO BEAM WF BEAM, _J_ PL 3/8 EA.SIDE k a (4)1 1/8"0 HOLES FOR STUDS 1/4/ REF PLAN 1 1/2" SHAPED FULL DEPTH STIFFENER/ TYP SIDE PL 12 EA SIDE OF GLULAM,EA FULL DEPTH 0 BEARING PL3/4x712" 12"GAP SECTIONA-A v MAX TYP SOLID SHIM TO SIDE OF WF.PROVIDE 12"RADIUS SHEAR PL 5/16 2" PL 3/4 x BEAM WIDTH w/(4) 3/4"MAX CENTERED ON INSIDE CORNERS P 3/4-10 NELSON CFL FULLY GLULAMS&WF BEAM PROVIDE FULL REF 2/S501 IWF BEAM,REF PLAN 3/8"STIFF PL(FULL 5/16 / THREADED STUDS @ 3"oc IN DEPTH CONN PL BEARING,TYP PJP OPP DIRECTION,WELDED TO WHERE BEAM (1/8) --HSS,REF PLAN,TYP in' 1 I in, PL PER MANUFACTURER'S CONN OCCURS) Lo 3/8"FULL DEPTH PL — GLULAM BEAM TO WF CONNECTION 21 WF BEAM CORNER DETAIL 16 (HEIGHTS MATCH AT SIM) REQMTS _ o (4 1 12"=1'-0" S501 1"=1'-0" S501 SHAPED CAP PL 1/2" CAP PL 12"w/ALL NOTE: AROUND SEAL WELD REF BEAM TO BEAM DETAIL L° (1) ABOVE FOR INFORMATION I- NOT SHOWN. --�� O HSS CORNER DETAIL 11 1/q, (3)SIDES, Z ----L ---- FULL DEPTH SHEAR PL ` 1/4, TYP. ce W 1"=1'-0" S501 DESIGNATED .� ' ` c / 1 4" / CL HSS,PL&PLINTH w/ON PLAN V WALL FRAMING,REF PLAN I LL J I WALL SHEATHING, TYP BOLTED BEAM TO BEAM DETAILSC2) W2" 4 12" 4 12" 2" REF PLAN (5/8 t)HSS BEAM BELOW POST 1"=1'-0" 3 1=1 HSS BEAM REF PLAN (5/8 t) 0 WALL FRAMING,REF PLAN 1/4\ 6 O CL HSS ,� SILL&ATTACHMENT, 1/4//>6 Z O REF 10/S501 _ LVL LEDGER BEYOND i 1 CONNECTION SCHEDULE 1 EliEN,REF BOLTED BEAM END OF BEAM WHERE BEAM #OF 7/8"0 A325 PLATE CAPACITY PLAN 1/4> DOES NOT BEAM SIZE N BOLTS LENGTH L KIPS(ASD) COMMENTS G CONTINUE G i� SILL PLATE FASTENING, j 1/4 W8,W10 2 6" 9.0 STANDARD HOLE Q REF PLAN \ < FLOOR SHEATHING,REF PLAN ..f \' W12,W14 3 9" 17.9 STANDARD HOLE 0 1 SILL PLATE W16 4 12" 28.7 STANDARD HOLE z O CONTINUOUS STEM FLOOR SHEATHING, EN,REF PLAN DECKING,REF PLAN Q V W a �0 WALL,REF PLAN REF PLAN - - W21,1 W24 6 18" 50.8 STANDARD HOLE a C7 I I REF PLANLLJ ct �O ►R� \ 5/16 II W27 7 21" 61.8 STANDARD HOLE IX II- �i�w �' 1.1D =s ==;;`:; _.,--. , PL 3/4 x BEAM WIDTH w/(4) HORIZONTAL SHORT O p BASE PL 1x9x1'-1"w/(4)3/4"0 ►=� iii. DECKING LEDGER,REF 20/S601 5/16 J. W30 8 24" 64.3F1554 GR36 THREADED ANCHOR Fr 3/4-10NELSON CFL FULLY SLOTTEDHOLEINPL RODS PERBLW TYP THREADED STUDS @ 3"oc IN HORIZONTAL SHORT DETAIL AT COLUMN CENTERED ON LENGTH OF PLINTH KNIFE PL 1/2"CNTRD ON BEAM x BEAM WIDTH w j I OPP DIRECTION,WELDED TO W33 9 27" 73.7 SLOTTED HOLE IN PL �� DECKING,REF PLAN REF PLAN i (4)1 1/8"0 HOLES FOR STUDS PL PER MANUFACTURER'S - - 4" 2"I --V-I_ REQMTS W36 10 30" 88.1 HORIZONTAL SHORT HSS COL REF PLAN SLOTTED HOLE IN PL I-JOIST,REF PLAN, 5/8"0 WELDED THREADED HSS,REF PLAN 1/ O 1/4 HSS BEAM ABOVE POST 1/4/ 7TYP STUDS AT EVERY OTHER DECK BOARD(12"MAX) • '\- GENERAL CONTRACTOR i'-4" :,::::TE SPACING/ / . TYP HSS BEAM TO HSS POST 7 BOLTED BEAM CONNECTION SCHEDULEBASE PL 1x9xl'-1 12"w/5 3/40BACK PL 12"x 5"2 - A 1/4 F1554 GR36 THREADED ANCHOR 2 CONC PLINTH HSS COL, (2)3/4"0 A307 THRU-BOLTS. GLULAM BEAM,REF PLAN RODS. EMBED RODS INTO FTG REF PLAN COUNTERSINK HEADS 1"MAX 1/4 TYP> 0 w/1/4'k2 1/2"x2 12"PL WASHERS DECKING AT WF BEAM 17 1/4/ &DBL NUTS SIMILAR TO 2/S404 BEARING PL 12"x 5" 1"=1'-0" S501 CONC STEM WALL, TOP OF HSS COLUMN, \ REF PLAN L GLULAM BEAM AT HSS BEAM 12 PROVIDE 1/4"CAP PL w/ Co 3 \ O O O 1 3/4" 1"=1'-0" S501 SEAL WELD ALL AROUND D;u- AI --POST,REF PLAN WALL IS CONTINUOUS AT SIM o )Lu 'v y� WF BEAM,REF PLAN PROVIDE FULL BEARING ONTO T.O.STEEL BEAM 9 —o- (8)2 1/2"SIMPSON 111 FULL WIDTH DECK BOARD AT BEAM SOG,REF PLAN O.- 12"TO END OF PL AT q 3/4" ® I • SDS25212 SCREWS ,' 1 08/16/2022 PLAN REVIEW —11 - CP \ EA SIDE " a CNTRD ON BEAM (NOT AT SIM) ONE-SIDED CONN REF'9C"FROM I O ��2/S501 FOR DIM MARK DATE DESCRIPTION 3 12" PL 3/Sx5x1'-1" Z EN,REF PLAN FLOOR SHEATHING,REF PLAN 1„ /(3)SIDES,TYP I _ _ _� W SIDE OF POST o W 2" , i 1 12" MAX 3/16✓ EA L4x4 O I • CL HSS o C Issued: 12/15/2021 C O 4" I 4" 4" 2" I OIP. O O 0 0 / / / EA PL > a NAILER&THREADED STUDS ,, REF PLAN O O "? ? Scale: As indicated I 1'-1 12" (SHO v'O PER PLAN&1/S601 \ 1- �' WELD AT, r-� 2 'I -�•► iti 3/16 <(3)SIDES O O V.......... "_:,i i o,......... /� I'r_ I j I O Drawn By: MF / \ Reviewed By: EQ CONTRACTOR'S 4 OPTION) CL HSS �1r�ti I� 3x DECKING,REF PLAN 4x DECKING,REF PLAN I 5/8"0 WELDED THREADED STUDS PL 3/8xL w/7/8"0 A325 N Al 2 1/2"I I �/4 \TYP CONTINUOUS SOLID WOOD HSS ELEVATOR SEPARATOR BOLTS,REF 3/S501 DETAIL AT OFFSET COLUMN AT PLINTH AT END OF STEM WALL OR PLYWOOD SHIM @ 12"oc. COUNTERSINK HEADS 1" BEAM. COORDINATE LOCATION FOR QUANTITY OF Copyright 20071 b360r20 I Ol. I MAX w/ELEVATOR SUPPLIER PRIOR BOLTS 1 WI! 1 5/8"0 WELDED THREADED STUDS TO EMBED PLACEMENT O AT EVERY OTHER DECK BOARD %� CONC WALL,REF PLAN L4x4x1/4x0'-4"EA SIDE w/ HSS COLUMN SLOT AS 1 PERMIT SET 11 O (12"oc MAX)GENERAL ERECTION BOLT AS REQ'D REQ'D FOR PL SLOT TO CONTRACTOR TO COORDINATE BE 1/16"WIDER THAN PL I-JOIST,REF PLAN, - ��- SPACING w/DECKING TYP WFBEAM,REF PLAN EMBED PL 3/8x6x1'-6"w/(3)3/4"0 x 6" STEEL DETAILS o STIFF PL 3/8 CNTRDHEADED STUDS @ 7 2"oc oo BLW POST ABV 0' o HSS COLUMN BASEPLATE WF BEAMS,REF PLAN N AT PLINTHS AT EXTERIOR WALL 22 WOOD POST AT STEEL GIRDER 18 DECKING AT WF BEAM cin ELEVATOR SEPARATOR CONN TO CONC WALL 8 TYP GIRDER TO HSS COLUMN CONN. 4 N 0 1 12"=1'-0" S501 1"=1'-0" 5501 1"=1'-0" 1 12"=1'-0" S501 1"=1'-0" S501N S501 N n 0 ,_ 1 60 I 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 I 10 1 0 I WALL SHEATHING, REF PLAN TOP RAIL, EN REF PLAN GUARDRAIL 1/4, REF ARCH WELDED THREADED SILL PLATE& WALL FRAMING,REF PLAN STANCHION FLOOR SHEATHING, 2'-0" STUDS r REF CONNEC ION REF 9/S501 PLAN (4)3/4"0 A307 1/4 \ II, REF PLAN _ EDGE NAIL, SIMPSON LTTP2 THRU BOLTS NOTE TENSION TIE w/(12) • r' REF ARCH FOR ADDITIONAL PERFORATED PANEL railiiiiiiii►tl 5/8"0 WELDED THREADED STUD FOR TENSION DIMENSIONS AND INFORMATION. ©FASTENERS,REF ►� 0.148 x 1 12"IN TOP PL PL 12x9x0'-9" •� TIE.INSTALL CENTER OF WELDED STUD 1 1/8" ANCHOR PL ALL EXPOSED STEEL,INCLUDING ARCH Ir r�r FLOOR SHEATHING, MI FROM FACE OF TOP PL TO MATCH TENSION 0 0 CONNECTORS,SHALL BE i REF PLAN j" TIE.AT CONTRACTOR'S OPTION USE 5B"0 r> E GALVANIZED UNO PER ARCH. I 4x6(FLAT) I e I FLOOR JOISTS,REF LINDAPTER LHBM16#1 HOLLO-BOLT IN LIEU OF INFILL BARS, BLKG w/(z)Z- PLAN.INSTALL WEB WELDED STUD CENTERLINE OF 1 12" BALCONY FINISHED Q U REF ARCH CLIPS EA END ►�� I II I ►'� STIFFENERS @ BLKG , II 1 REF PLAN jj $ ANCHOR pSTANCHION AND P SIMPSON CMSTCI6 SOTRAP BEN OR,REF RCH _ w PL12x2"GUARDRAIL STANCHION WF BEAM, I I AROUND FACE OF BEAM,OVER f @ 3'-0 12"oc MAX,REF ARCH FOR BORA • REF PLAN r PLYWOOD @ 24"oc.INSTALL(12)MIN ADDITIONAL INFORMATION Lrn cI M I: IP! I 1 SECTION A-A 0.148"x3 1/4"NAILS OVER FULL II".�II` HSS COLUMN,REF DBL TOP PL.INSTALL I LENGTH OF BLKG @(12)0.148 x3 1/4" PLAN TIGHT TO HSS L---J REF PLAN 0 FLOOR SHEATHING, NAILS IN BEAM EN REF PLAN _ _ _ 48"BLKG REF PLAN 7 Bora Architects,Inc. CONT ROD- " "' 7 SECTION HOEDOWN, / 720 SW Washington,Suite 800 EN REF PLAN I HSS BEAM,REF PLAN REF PLAN 101 _ � A � Portland,Oregon 97205 FLOOR SHEATHING, NAILER '_Milli ----REF PLAN REF PLAN COMPRESSION CONNECTION,REF 7/S501ILI 503.226.1575 „ 6" A POST,REF PLAN in HSS COLUMN,REF PLAN ��ANCHOR PL" www.bora.co �I_I+�I WALL(BEYOND) Mom__- 4x6(FLAT)BLKG CENTERED 'i SHEAR PL °' ¢ Z EQUILIBRIUM ON HSS COLUMN w/(2)Z- i 111PP REF 4/S501 S �/ >' IT \ _ CLIPS EA END 01. ly r A N cc (2)5/8"0 WELDED THREADED HSS BEAM END AT PERP STUD WALL J 3 12"WIDE LSL BLKG STUDS CENTERED ON 1 1'-0"ED UNDER STRAP w/TOP GLULAM BEAM, COLUMN CAP PL FLOOR JOISTS, FLANGE HANGERS REF PLAN (4)3/4"0 A307 REF PLAN THRU BOLTS SOLID SHIM AS REQ'D. E MATCH AREA OF WALL FRAMING,REF PLAN _ J - y COLUMN CAP L t \-WF BEAM, -WALL SHEATHING, SOFFIT,REF A REF PLAN REF PLAN ARCH -HSS COLUMN,REF SILL PLATE& BALCONY GUARDRAIL 1 ENGINEERS PLAN CONNECTION REF 9/S501 1 12"-1'-0" S502 16325 Boones Feny Road,Suite 202 HSS POST AT JOIST FRAMING 10 EDGE NAIL, EDGE NAIL, . Lake swego, 2gon 97035 1"=1'-0" S502 REF PLAN Phone: 503.636.6386 SIMPSON LTTP2 TENSION TIE CL STUD WALL FRAMING WWW.EC]UILIBRIUMLLC.COM &WF BEAM 6 INSTALLED ON JOIST NEAREST 5/8"0 WELDED THREADED STUD FOR TENSION 6 TO END OF HSS BEAMw/(12) I 0.148 x 2 12'INSTALLED ABOVE TIE.INSTALL CENTER OF WELDED STUD 1 I/8" PLYWOOD pi< FROM FACE OF TOP PL TO MATCH TENSION FtU C T U/�q FLOOR SHEATHING, r 1 TIE.AT CONTRACTOR'S OPTION USE 5/8"0 PROF REF PLAN I WELDED LINDAPTER HOLLO-BOLT IN LIEU OF WALL FRAMING,REF PLAN-- �5 �N�I NE Fssio ON BEAM •I IREF PLAN 0 19402 I CENTERED EN TYP.REF PLAN 5/8"0 WELDED MIMMIMMM IIIII WALL SHEATHING, r THREADED STUD FLOOR SHEATING �IIIIIII I REF PLAN O GO REF PLAN @ 12"oc MAX 2" 1 12" I 5/8"0 WELDED THREADED ,0 et 19g� �Q� CPUNTERSINK ��I��I�I EDGE NAIL, STUDS @ 32"oc MAX - 22, 0 HEADS 1"MAX ISII�IIII' I REF PLAN �P pUES � J REF PLAN 3x SILL PLATE ExPiess wavzozz — JOIST,REF PLAN. / I '• •' I FLOOR SHEATHING, EDGE NAIL, DECKING REF PLAN WHERE JOISTS ARE I I HSS BEAM,REF PLAN REF PLAN REF PLAN PARALLEL TO HSS @ I CONT.SOLID WOOD SIM,INSTALL BLKG I I CONNECTION,REF 7/S501 i REF PLAN$ OR PLYWOOD SHIN 5/8"0 WELDED THREADED ,uC AT 3x DECKING AS STUD EVERY OTHER DECKHSS WALL(BEYOND)COLUMN,REF PLAN immor OCCURS BOARD(12"oc MAX) PER 10/S501 LEDGER5 _�' GENERAL CONTRACTOR TO COOR'D.SPACING w/ REM HSS BEAM DECKING MIMINIIIMMIIIIMINIMI 5, REF PLAN HSS BEAM END AT PERP JOIST 7 JOIST,REF PLAN, I 1"=1'-0" S502 TYP .—.��—" 5 HSS BEAM AT CORRIDOR DECKING 11 5 LIOIST,LSL OR LVL 1 12"=1'-0" S502 BLKG @ 24"oc w/TOP WF BEAM,REF PLAN WALL FRAMING,REF PLAN- FLANGE HANGERS PER 1/S601 WALL SHEATHING, POST,REF PLAN REF PLAN II -SIDE PL&FASTENERS NAILER&THREADED EA SIDE,REF 18/5501& SILL PLATE& WF BEAM AT 13/S502 EXTERIOR WALL JOISTS PERPENDICULAR__ STUDS,REF PLAN& I FLOOR SHEATHING, CONNECTION REF 9/S501 1/S601 6" - - 1„=1 0" S502 EA PL(SHOP REF PLAN — MAX /WELD AT \CONTRACTOR'S TENSI ONN TLTTP2 EDGE NAIL, Sii 1/4/ OPTION) ON OAST NI EARESTLTOE D EN,BEMIN�N REF PLAN CL STUD WALL FRAMING END OF HSS BEAM w/ -" (12)0.148 x 1 12" 1= ibis REF PLAN &WF BEAM O -CAP PL 12x5 12x1'-1" '►1`' O •, !� r--h 5/8"0 WELDED O ��',i-1 I THREADED STUD FOR O S i�I'�I'IiII I TENSION TIE WALL FRAMING,REF PLAN 3/16, I I O I WALL SHEATHING, JOIST,REF PLAN,TYP. - I WHERE JOISTS ARE I REF PLAN PARALLEL TO HSS @SIM, -_-J HSS BEAM,REF PLAN INSTALL BLOCKING !;�;� EDGE NAIL, "0 WELDED THREADED WF BEAM,REF PLAN HSS COL,REF PLAN PER 10/S501 I I REF PLAN STUDS @ 32"oc MAX 2x6 LSL BLOCK EA SIDE I CONNECTION,REF 7/S501 3x SILL PLATE 4 4 SHEAR PL,REF 4/S501 FASTENED TO WEB w/(2) I II I EDGE NAIL, 2'-0"BLKG MIN ROWS OF 10d @ 3"oc HSS COLUMN,REF PLAN FLOOR SHEATHING, WEB STIFFENER PER MFR \ REF PLAN REF PLAN WALL(BEYOND) EMIR 11: LEDGER REF 14/S501 Ili REF PLAN$ WOOD POST ABOVE STEEL POST&WF BEAM 12 II I HSS BEAM END AT PERP JOIST ►_aMr.5 b., _I6 v r./._0. , z SIDE PL&FASTENERS NUF COMPRESSION POST,REF PLAN-- �- JOIST,REF PLAN, i i EA SIDE,REF 18/S501 — &12/S502 POST ABV,REF PLAN TYP ��"-" WALL SHEATHING, I ♦^ REF PLAN I-JOIST,LSL OR LVL �/i/ SILL PLATE AT BLKG @ 24"oc w/TOP I BEARING WALL i SIDE PL&FASTENERS EA FLANGE HANGERS WF BEAM,REF PLAN O Z I I SIDE,REF 18/S501 PER 1/S601 (HSS A T SIM) FLOOR SHEATHING I i W -BASE PL 12 x POST WIDTH+1 12" Ce 5 PL3/8x6 3/4x0'-10 12" x HSS BEAM WIDTH CENTERED ��I M ON POST V S- EA SIDE SPACED @ • • BEAM WIDTH+1/8" / WF BEAM AT J `-"'-"-'"-`'" FLOOR SHEATHING, • • • C REF 18/S501 EXTERIOR WALL JOISTS PARALLEL 3 W DBL TOP PLATE • � REF PLAN . . / / \ - 1"=1'-0" S502 AT BEARINGi,1 1" 1"WALL ! CONTINUOUS SOLID // REF PLAN$ 3 I. Q 3 CAP PL PER 12/S502 WOOD OR PLYWOOD \12" '� - SHIM, OR (2)3/4"0A307 THRU BOLTS \ I SHOP WELD @ _ HSS COL,REF PLAN Cr 15 1/4" IN \ CONTRACTOR'S FLOOR SHEATHING CJP (2)2 12"SIMPSON .r OPTION REF PLAN O Z SDS25212 SCREWS EA N DECKING PLO 12FE ANG6 SIDE OF COL j(4)TOTAL \ O 1/2"MAX GAP REF PLAN PER CONN)@ 3"oc IN M OPP DIRECTION --`. C L Ifx GLULAM BEAM, HSS BEAM,REF PLAN r.,.,..,,, ,_;;,__„_,___„_,„...,,,n,,,,_„_, Q 0 REF PLAN \ �:r (,) WOOD POST TO STEEL COLUMN CONN 13 TYP EA PL > 1/4\ I Pp I I _ 1"=1'-0" S502 / (1/8)\ II I�I CONNECTION,REF 7/S501 - .- I (� Q II II \ — — — — _I . 0 2„TYP TYP HSS COLUMN,REF PLAN FLAT HSS DBL TOP PL Q Ce F- (1/8) \ 1/4 - --1 L� REF PLAN 12" NOTCH AS REQ'D. TYP EA PL > MAX I FOR CONN. s(111-9 12') / 1/4 WALL(BEYOND) END PL 12x6 GAP ?n BEARING PLI2x6 w/ALL AROUND PL 3/8,SIZED TO FIT 3/8x0'-6 3/4" SEAL WELD STUD FRAMING, CL BENT BAR INSIDE AT T&B,TYP REF PLAN EL GALV 1/2"0 ASTM— ' GLULAM BEAM AT HSS BEAM 9 A36 BENT BAR,TYP N HSS4x4x45/16,TYP 1"=1'-0" S502 WALL REF PLANATHING CJP,TYP NOTCH AS REQ'D FOR CONN. (6)5 8"0 SS (3/16) SIMPSON TITEN HD, TYP 2 FLAT HSS END CONNECTION 4 Hnom=4 3/4"MIN Hnom (3/16) Hnom 1 12"=1'0" S502 `Z MP (112'-0) (105-0") w WOOD-FRAMED WALL, IL v go Ni it ,�I► CONC RETAINING REF PLAN WALL SHEATHING, NOTE: `I i Willi WALL,REF PLAN I REF PLAN COORDINATE LOCATION 'O 'II it://.v, .Ij����„�� \\ s>s; w/ARCH DWGS. C j� PLYWOOD- 2" ::<: CL SHEATHING 33 BENT a I""" Zo e GALV 2"0 STD PIPE x 3 12" BAR i 1" " ' ' LONG MAX 1 08/16/2022 PLAN REVIEW I j TYP / 2" / CL PIPE&PL A GALV PL I/4x4 12"0 -(12)518"0 SSTYP : . d 12"0A36ROUND MARK DATE DESCRIPTION SIMPSON TITEN HD, GALV 1/4"0 x 5" - _ ;;;;. \ ��' Hnom=4 3/4"MIN �\ I LAG SCREWS ;; BAR BENT 180",GAL V 12"OWEEP \ o o o o "Mi N \ Issued: 12/15/2021 Irni ,, HOLE ATBOTT N > N Scale: As indicated PL 5/8x12x1'-8" PL 5/8x22x1'-8" CL PIPE&PL 7 2 \ \ O �, o GL BEAM, _,. \ ��� \ REF PLAN \ <-- »; j4- - i. Drawn By: Author N\ 0 A N\ 0 0 0 0 0 \I// o \ \ Reviewed By: Checker \ 0 0 \ 0 0 0 0 O O O o </CJP A \ \ Copyright 20071 b360r20 ii 1 6\ 0 0 ,\ 0 0 0 0 SOFFIT FRAMING 3/16\ PIPE TOPE 1 PERMIT SET cy\ a\ _ BLW,REF ARCH \� Ei SECTION A-A ii GALV PL 3/8x8x0'-8"w/5/16"0 d 2"" 8" j" j" 5" I 8" / 5" 12" HOLES FOR LAG SCREWS STEEL DETAILS N "' co 5✓8"PLYWOOD SHEATHING a' AT SOUTH LIGHT SUPPORT AT NORTHH LIGHT SUPPORTS AT EXTENTS OF STEEL PL 0 N (1)PLACE (3)PLACES N N N CANTENARY LIGHTPOSTS AT RETAINING WAL". L s142 CANTENARY LIGHT ANCHOR S502 S502 0 60 50 I 40 I 30 I 20 I 10 I 0 60 I 50 1 40 I 30 I 20 I 10 I 0 I ti y EQ / 2'-0" / 2'-0" / 2'-0" / EQ .. .,m. m._.......�.n ..mm.._._.....,._�....................�.n. .m. BORA SLOPED CANOPY PL 1/2 VERT INTERMEDIATE PL 12 r '1 r " r 7 r I SHAPED VERT PL 1/2,TYP 7 1'-0"MIN, 7 Bora Architects,Inc. SHAPED EDGE PL 1/2,TYP / 3/4"fd A36 ROD,REF 4/S503, 720 SW Washington,Suite BOO TYP • I_// TYP(4)PLCS Portland,Oregon 97205 L /�V 503.226.1575 " V www.bora.co 3"MIN 6 �t � �, Y � I,. - 't:: - - TYP/� . tgx.um;, . yit.womlai_. ,...x. . , . EQUILIBRIUM AT TENSION ROD 6 CONT LEDGER S503 PL 12 5 I _ 0 0 O � O S503 � AT CANOPY 1 ti ti � � G E3 II ENGINEERS_. II. N� , la_. • Lake O16325 swego Feny ROregon 97035 1.1.1111111� I I ill ------ --- EP CANOPY PARTIAL PLAN 4 O Phone: 503.636.8388 I 12"=1'-0" S503 WWW.EQUILIBRIUMLLC.COM 6 6 16d @ 6"oc STAGGERED- HEADER SHAPED EDGE PL 1/2,TYP PR PLYWOD SHEATHING,REF PLAN.NOTCH SLOPED CANOPY PL 12 g�`�'�NGI NE "' EQ 2'-0" 2'-0" 2'-0" 2'-0" EQ ,\ 19402 9 ij - A35 AT TENSION ROD BASE PL&STOP / / / Il '' END OF HEADER, ABOVE CONTINOUS LEDGER ►I` OGO T&B,TYP EXTERIOR FINISHES,Ili / r REF ARCH EXTERIOR STUD FRAMING,REF PLAN IP1) O 1111 „ BASE PLI2.REF 8/S503 FOR 9 �„ .\9e the OPENING ADDITIONAL INFORMATION.REF PARTIAL SIMPSON MSTC4883 BENT STRAP " z z CANOPY PLANS FOR VERTICAL LOCATION CENTERED ON TENSION ROD �O P. Q U ES \- OF ANCHOR PLATE ASSEMBLY AT OTHER CONDITIONS SHAPED VERT PL 12,TYPI EXPIRES 12/31/2022 I FLOOR SHEATHING, r--...- 7/8"0 x 6"LAG SCREW,TYP, I REF PLAN TRIMMER REF 8/S503 FOR SPACING 3/4"0 A36 ROD, REF 4/S503,TYP 1A VERT INTERMEDIATE PL 1/28 1 _ 4 SECTION A-A S503 � L........ .......L...E 1 O PLCS �� 1 ,,,, •Sc -- , r TENSION ROD,REF PLAN w/ FLOOR JOISTS, s CLEVIS&TURN BUCKLE I�I1 It._ REF PLAN,TYP ' '.'.PL 3B TENSION ROD HARDWARE w/1Q000 LB MIN Y,,,I t 1 I,, \S503GUSSET,TYP ALLOWABLE LOAD RATING '''���� .� CONT LEDGER PL 1/2 \ 5 ----BUILT-UP POST,REF PLAN 1/4 / I I DBL LSL BLOCKING w/TOP FLANGE \ 5 z. SIMPSON MSTC4883 BENT STRAP 1/4 1 1/2" 1/4\ I HANGERS UNDER STRAP CENTERED ON TENSION ROD 1/4 3" ./ -p a� v :' FLOOR BEAM,REF PLAN 01 FLOOR SHEATHING, ��n 1/4 3-12 TOP OF LOWER BEAM SLOPED CANOPY PL, -S. / CC REF PLAN REF PLAN `�V 3 EN REF PLAN,TYP _. r__... «__..I. ..... ,_ _ I_ _-I I- I I I C PLYWOOD FILLER AS REQUIRED ,;`� -- �� s REFARCH ' ��� .. 1/4 3-12 N _ VERT PL, 1/4 3-12 5/1s CANOPY PARTIAL PLAN 1 ifir — o REF PLAN V4 3-12 LOWER BEAM,REF PLAN(OR 1 1/4 3-12 5/16 HEADER REF PLAN).INSTALL 12"=1'0" S503 PLYWOD SHEATHING,REF PLAN.NOTCH 1 12" 1" OVER(2)2x6 TRIMMERS&INSTALL AT TENSION ROD BASE PL&STOP11 1 - VERT CONT PL 1/2"LEDGER SIMPSON A35 TOP&BOTT,EA END ABOVE CONTINOUS LEDGER i o I I 2.-4"REF ARCH 7/8"0 x 6"LAG SCREW,TYP, 1 / / REF 8/S503 FOR SPACING DBL FLOOR JOIST WITHIN 3'-7 1/4"MAX,REF ARCH A il 1'-4"OF BUILT-UP POST 11 o I I _____ SIMPSONA35 EA SIDE 11 ••• • OF BLKG,EA END 4 TENSION ROD ANCHORAGE, 11 r--- 4 REF 5/S503 —FULL DEPTH BLKG I - �o (6x8 MIN) �►�p 1 1•' --BUILT-UP POST CANOPY SECTION AT LOBBY 5 1 12"=1'-0" S503 11 I I o SHEET NOTE: EN REF PLAN I I ALL EXPOSED STEEL,INCLUDING SIMPSON A35 EA SIDE CONNECTORS,SHALL BE OF POST,EA END,TYP \ AT CANOPY ' 5 GALVANIZED UNO PER ARCH. 14 CD I I'' S503 A EXTERIOR FINISHES, 1 >�I� OPENING ero SIMPSON A35 T&B OF I < 73REF ARCH �I'� SILL,EA END (2)2x6 SILL 7 -- I — J AT TENSION ROD ♦^ Co I 1 1 1 - ��IF: fix:,_ � — I I— 6x6 POST AT EDGE "t ---- I— OF OPENING.HANG O_ __--=J HEADER FROM POST \ i (2)2x6 BUILT-UP POST w/ . --------------- - 1 \\\ 16d @ 6"oc STAGGERED 1..I — EA SIDE OF POST CONT LEDGER C ________- -- �— 1'-0"MIN, PL 12 'zap' — INTERIOR FINISH,REF PLAN I �I 6x10 BLKG,TYP TYP SHAPED VERT PL 12,TYP FILL AS REQUIRED N "i 3/4"0 A36 ROD, SHAPED EDGE PL 12,TYP 3"MIN, SIMPSON A35 EA TYP 'x:, REF 4/S503,TYP TLU CANOPY REF 5/S503-- END OF BLKG,TYP \\— (2)PLCS i W HEADER,REF PLAN 1+' 3 (GL 5 1/2x13 1/2 MIN) TENSION ROD Z a `—• VERT INTERMEDIATE PL 1/23 '— ANCHORAGE � � BOTT PLATE SHALL BE CONT AT TENSION ROD ANCHORING SIMPSON A35 EA O O O O y AND EXTEND 2'-0"MIN PAST 1 EQ 2'-0" EQ O Z TYP CANOPY SECTION 7 SIDE,EA END kr."" ? ANCHORAGE / / 2 112"=1'-0" S503 _4 L •"\� SLOPED CANOPYPLI2 C F- 0 O Q U FLOOR— SHEATHING, CI W . REFEFPLAN Ce F- nV 0.22"0 x 4"SIMPSON N SDWS22400DB SCREWS EXTERIOR STUD FRAMING,REF CANOPY PARTIAL PLAN 2 @ 6"oc STAGGERED PLAN 1/2"=1'-0" S503 ((3)MIN PER BLOCK] TENSION ROD GUSSET,TYP 3„ 1 12" / /'TYP TYP SECTION A-A a TENSION ROD BASE PL,TYP O O O Or O O VERT LEDGER PL 2 BUILT-UP POST,REF PLAN W 2 7/8"0 x 6"LAG SCREW,TYP, SIMPSON A35 EA END OF BLKG LAG SCREW,TYP.REF 5/S503 REF8/S503 FOR SPACING FOR DIAMETER NP 1 �I 6x10 BLKG SLOPED PL,TYP 1 I SLOPED CANOPY PL 1/2 / / / / 0.22"0 x 4"SIMPSON EQ 2'-0" EQ TENSION ROD ANCHORAGE, N1/4 I SDWS22400DB SCREWS iv\ o O REF 5/S503 @ 6"oc STAGGERED SIMPSON MSTC4883 BENT STRAP (13)MIN PER BLOCK] CENTERED ON TENSION ROD T.O.GL BEAM -A35 EA SIDE OF POST VERT INTERMEDIATE PL 12 FLOOR SHEATHING, SHAPED VERT PL 12,TYP \ " ' �► IdW REF PLAN r— MARK DATE DESCRIPTION O 0 C l O / l .P1" ark -= x lx �t,•4I.` al La". ' SHAPED EDGE PL 12,TYP Issued: 12/15/2021 \ ' 1� I I 11 1 TYPO(2)PLCS D,REF 4/S503, E.O.CANOPY • Scale: As indicated BOTT OF GL A VERT PL,TYP CL TENSION ROD& EXTERIOR FINISHES, FLOOR JOISTS, I Drawn By: Author CONN TO STRUCTURE, REF ARCH REF PLAN,TYP '�� A 4 - TYP j 1 �' Reviewed By: Checker PLYWOOD SHEATHING,— iI (I i li a I% AT TENSION ROD REF PLAN REF PLAN REF PLAN.NOTCH 6 / / / AROUND TENSION ROD S503 ANCHOR Copyright 20071b360r20 CONT LEDGER 5 PL 1/2 S503 1 PERMIT SET DBL LSL BLOCKING w/TOP FLANGE HANGERS UNDER STRAP AT CANOPY d INTERIOR FINISH,REF PLAN STEEL DETAILS Lo o, a o CANOPY CONNECTION ELEVATION 8 —EXTERIOR STUD FRAMING,REF PLAN 'Ni 1 12"=1'-0" S503 c•, N CV N CANOPY PARTIAL PLAN 3 TYP CANOPY SECTION 6 I I2"=1'0" S503 12"=1'-0" S503 S503 0 60 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 I 10 I 0 I TOP FLANGE JOIST HANGER---- TOP FLANGE JOIST HANGER OVER(2)LAYERS OF 5B" II OVER 1/2"PLYWOOD&(2) GYPSUM BOARD,REF LAYERS OF 5/8"GYPSUM -- 6x8 POST(IN-WALL FRAMING AT SCHEDULE BOARD,REF SCHEDULE L EVERY LEVEL ALL THE WAY TO WEB STIFFENER,TYP filW 1MAXGROUND),REF PLAN NIEL_CL POST MINMIN PLYWOOD SHEATHING ��l - MAXIMUM HOLE IN TOP 1 3/4" CMST16x24"EA SIDE PLATES.TO AVOID STRAPS 1 3/4"MIN OF HOLE WHERE EACH SIDE,MIN SPACING IS L5x3x3B w/ 19 HOLES EXCEED 0.4d 2x 0 OF LARGEST HOLE 1 12" STANDARD HOLES JOIST REF PLAN,TYP BORA 5 INSTALL PLYWOOD TYP 1, HOIST BEAM C A 1� h TO TOP OF WALL BEAM AS OCCURS, O 11 HOIST III mm�- REF PLAN / J17Ell l c 1"MIN 04d 1"MIN _ lli (2)7B"A325N -_I- 2x4 STUD WALL MIN AFTER BORING ,AFTER BORING ] Bora Architects,InC. BOLTS - MAXI e1 IBA. I'�C-- 2x6 STUD WALL MIN FOR BACK-TO-BACK INSTALLATION 720 SW Washington,Suite 800 (z)7B"0 BOLTS, Portland,Oregon 97205 (2)EA SIDE OF WF ti 2 503.226.1575 HOIST BEAM A FIRE WALL HANGER SCHEDULE 0 uO La www.bora.co W8x13 HOIST BEAM �-1 MAYBE REMOVED FASTENERS CAPCITY W O AFTER ELEVATOR WEB 1/2"PLYWOOD& U EQUILIBRIUM INSTALLATION TYPICAL HANGER FIRE WALL TOP (2)LAYERS OF 5/8" NOTE.' ` STIFFENER SECTION A-A MODEL PER PLAN HANGER MODEL (COMMO FACE JOIST GYPSUM BOARD (2)LAYERS OF 5/8" NO HOLES WITHIN MIDDLE 0 W N NAILS) REQUIRED (LBS) GYPSUM BOARD 1/3 OF STUD HEIGHT. 0; E3 (LBS) _ ELEVATOR HOIST BEAM 13 ITS 1.81/9.5 DGF 1.81/9.5 (6)10d - (6)10d x 1 12 ✓ 1,420 1,350 _ 1 12"=1'-0" S600 ITS 2.06/9.5 DGF 2.1/9.5 (6)10d - (6)10d x 1 12 ✓ 1,420 1,350 TYPICAL SIMPSON STRONGTIE CONNECTOR NOTES: ITS 2.06/11.88 DGF 2.1/11.88 (6)10d - (6)10d x 1 12 ✓ 1,705 1,500 STUD NOTCHING AND BORING 4 OVERDRIVING NAILS MAY REDUCE ALLOWABLE LOADS AND IS NOT ALLOWED. ITS 2.06/16 DGF 2.1/16 (6)10d - (6)10d x 1 12 ✓ 1,705 1,500 1"=1'-0" S600 ITS 2.37/11.88 DGF 2.37/11.88 (6)10d - (6)10d x 1 12 ✓ 1,705 1,500 POWDER-ACTUATED FASTENERS SHOULD NOT BE USED TO INSTALL CONNECTORS. POST REF PLAN JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT,AND THE GAP BETWEEN THE 1. TABULATED VALUES ARE BASED ON DOUGLAS FIR TOP PLATES WITH STUDS @ 16"oc. JOIST END AND THE HEADER SHALL NOT EXCEED 1/8"PER ICC-ES AC261,ASTM D1761 AND ENGINEERS SIMPSON BC60 w/(4) --FLOOR STRAP 2. SEE SIMPSON TECHNICAL BULLETIN T-C-TF WALL AND F-C-DGF HANGER 19 FOR ADDITIONAL INFORMATION. ASTM D7147 TEST STANDARDS(UNLESS SPECIFICALLY NOTED OTHERWISE). 16d NAILS IN BASE AND REF PLAN (6)16d NAILS IN POST FOR HOLDOWNS,ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 TO 12 TURN 16325 Boones Ferry Road,Suite 202 FLOOR SHEATHING H L WITH A HAND WRENCH,WITH CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD Lake Oswego, Oregon 97035 REF PLAN SHRINKAGE.CARE SHOULD BE TAKEN TO NOT OVER-TORQUE THE NUT.IMPACT Phone: 503.636.8388 WRENCHES SHOULD NOT BE USED AS THEY MAY PRELOAD THE HOLDOWN. www.EQUILIBRIUMLLC.COM i 6 Q - Enna* HOLDOWNS AND TENSION TIES MAY BE RAISED OFF THE SILL AS DICTATED BY FIELD 6 TOP FLANGE HANGER INSTALLED OVER ( 6- CONDITIONS TO ACCOMMODATE AN ANCHOR MIS-LOCATED NO MORE THAN 1 1/2".THE ILHOLDOWN SHALL BE RAISED OFF THE SILL AT LEAST 3"FOR EVERY 1/4"THAT THE ANCHOR C T U PLYWOOD OR GYPSUM BOARD 9 ` IS OFFSET FROM THE MODEL'S CENTERLINE.ANCHOR BOLT SLOPE SHALL BE NO GREATER 5� U Rq DECKING REF PLAN 1"=1'-0" S600 F THAN 1:12(OR 5 DEGREES).CONTACT THE DESIGNER IF THE HOLDOWN ANCHOR IS \c��ED PROFF� S OFFSET MORE THEN 1 1/2"OR RAISED MORE THAN 6".RAISED HOLDOWN HEIGHT IS S NGI NE - , DECKING LEDGER / E MEASURED FROM THE TOP OF CONCRETE TO THE TOP OF THE HOEDOWN BEARING PLATE. 19402 9 NUTS SHALL BE INSTALLED SUCH THAT THE END OF THE THREADED ROD OR BOLT IS AT //I \\ D 1/4" 5/16" 3/8" 7/16" 12" 5/8" 3/4" 7/8" 1" 1 1/8" 1 1/4" LEAST FLUSH WITH THE TOP OF THE NUT. '0• O GO \--SIMPSONHWPH5.62 Dr 0.173" 0.227" 0.265" 0.328" 0.371" 0.471" 0.579" 0.683" 0.780" 0.887" 1.012" 0 .' O TOP FLANGE HANGER E 5/32" 3/16" 7/32" 9/32" 5/16" 13/32" 1/2" 19/32" 11/16" 25/32" 7B" FILL ALL FASTENER HOLES AS SPECIFIED IN THE INSTALLATION INSTRUCTIONS FOR THAT 9fl ''0/ 2 z 19'OF, n w/OFFSET TOP FLANGEPRODUCT. O P. QUES H 11/64" 7/32" 1/4" 19/64" 11/32" 2784" 1/2" 37/64" 43/64" 3/4" 27/34" THE PROPER USE OF CERTAIN PRODUCTS REQUIRES THAT THE PRODUCT BE BENT FOR EXPIRES 12/31/2022 SIMPSON ECC66 COL. F 7/16" 12" 9/16" 5/8" 3/4" 15/16" 1 1/8" 1 5/16" 1 12" 1 11/16" 1 7/8" THOSE PRODUCTS,INSTALLERS MUST NOT BEND THE PRODUCT MORE THAN ONE TIME CAP CENTERED OVER POST BELOW N 10" 9" 7" 7" 6" 5" 4 1/2" 4" 3 12" 3 1/4" 3 1/4" (ONE FULL CYCLE). - GLULAM BEAM-Z INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. REF PLAN,TYP L 2" 2 12" 3" 4" 5" 6" 7" 8" 9" 10" 11" 12" ' W8x 10 HOIST BM,BM MAYBE S 12" 3/4" 1" 1 12" 2" 2 12" 3" 3 12" 4" 4 12" 5" 6" REMOVED AFTER ELEVATOR •: SIMPSON CONNECTOR NOTES 1 INSTALLATION 1"=1'-0" S600 (MAX 5,000 LB LL AT MID-SPAN) 2 LAG SCREWS SHALL MEET THE REQUIREMENTS OF ANSI/ASME STANDARD B18.2.1.LEAD HOLES FOR -- LAG SCREWS SHALL BE BORED AS FOLLOWS TO AVOID SPLITTING OF THE WOOD MEMBER DURING M CONNECTION FABRICATION:(A)THE LEAD HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS POST REF PLAN EMI Fr'' THE SHANK,AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK.(B)THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 65%TO 85%OF THE REF PLAN.VERIFY w/ I I SHANK DIAMETER IN WOOD WITH G>0.6,60%TO 75%IN WOOD WITH 0.5<G<0.6,AND 40%TO 70%IN Atik WOOD WITH G<0.5 AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION.THE 12"MAX 12"MAX INF BEAM CORNER CONNECTION 14 ELEVATOR SUPPLIER II LARGER PERCENTILE IN EACH RANGE SHALL APPLY TO LAG SCREWS OF GREATER DIAMETERS.THE ---- ---- --- THREADED PORTION OF THE LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A t 6"MIN 6"MIN 0 5 1 1/2".1'-0" S600I I I I , WRENCH,NOT BY DRIVING WITH A HAMMER.NO REDUCTION TO REFERENCE DESIGN VALUES IS w 5 ii CC ANTICIPATED IF SOAP OR OTHER LUBRICANT IS USED ON THE LAG SCREW OR IN THE LEAD HOLES TO 0 0 FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE LAG SCREW.THE MINIMUM LENGTH OF LAG I( LH SCREW PENETRATION,PMIN,NOT INCLUDING THE LENGTH OF THE TAPERED TIP,E,OF THE LAG SCREW13INTO THE MAIN MEMBER OF SINGLE SHEAR CONNECTIONS AND THE SIDE MEMBERS OF DOUBLE SHEAR TOP FLANGE S600 III I CONNECTIONS SHALL BE 4D.EDGE DISTANCES,END DISTANCES,AND FASTENER SPACINGS SHALL NOT g � W HANGER II I\ BE LESS THAN THE REQUIREMENTS IN NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION IN WEB STIFFENER TABLES 12.5.IA THROUGH E.STANDARD CUT WASHERS SHALL BE USED,SEE DETAIL 8/S600. p PER MFR I l II 6x8 POST TO UNDERSIDE -Vr- MINIMUM(2)BOLTS IN OF BEAM + EA SILL SECTION BACKER BLOCK LAG SCREWS 5 T INSTALL TIGHT TO ►//�i--- 1"=1'-0" S600 Q ? WHERE SILL PLATE IS DRILLED TOOP FLANGE PER Ira ELEVATOR HOIST BEAM BOLT PLATE WASHER OR NOTCHED MORE THAN 2 1/3OFTHEPLATEWIDTH,TABLE S2E PL3/16x2x2 N INSTALLONEBOLTEASIDE - SHEATHING WHERE OF NOTCH OCCURSFILLER BLOCK 5/8" PL 1/4x3x3 - 5/8"0 BOLTS 48"oc,TYP,SEE /� - PL5/8x9x0'-9"w/(4)5/8"0x5"- 3/4" PL5/16x3x3 -- k @ ATTACH LONG LAG SCREWS @ 6"oc "I 24"MAX ¢ 2 SHEAR WALL SCHED FOR OTHER PER TABLE Z SPACING @ SHEAR WALLS EA END,PROVIDE SHIMS AS / / 7/8" PL 5/16x3x3 k DBL JOIST TYP REQ'D UP TO 3/4"MAX I I I I BN Z g o 1" PL 3/8x3 112x3 12 IIII GL BEAM, CO \ --- --2x PLATE w/(4)0.131"x 3 1/4"NAILS, HSS SEPARATOR REF PLAN WHERE STUD CONFLICTS WITH SECTION A-A -STUD WALL AS BM,REF PLAN Ili MI I O ANCHOR BOLT 7 OCCURS REF PLAN ►1 K - -\ /----.-W+ STUDS PER PLAN I�BM&GL BM \-\\,CLOFHSSI�i� 1A TYP(2)0.131"x31/4"NAILS Is I� ►�� / 4 n •o_' • p - - 11 4I�I I FRAMING PER PLAN 2x4 FLAT w/Z-SHAPED 2x BLKG w/(2)0.131"x 3 1/4" 1/4/ I I �A ch SHEET METAL CLIPS w/ SIMPSON MIT EN I I! SN / NAILS (4)NAILS EA END / GALVANIZED ANCHOR BOLT TOP HANGERNGE TYP I I l I SLAB FTG REINF NOT NOTE: AT CONC SLAB/FTG II SIMPSON LS50,TYP EA SIDE AT SHOWN FOR CLARITY HOLDOWN ANCHOR BOLTS II POSTS TO FLOOR FRAMING ARE NOT A SUBSTITUTE FOR SILL BOLTS. TYPICAL BLOCKING AT 0 ¢ TYP 2HR SHAFT @ FLOOR SMALL ROOF AND FLOOR OPENINGS 6 TYP SILL PLATE BOLTING TO CONC 2 Z FLOOR OPENINGZ 0 1 12 =V-0 S600 1"=1'-0" S600 REF PLAN nom - Can DBL JOIST ELEVATOR RAIL/SPREADER REF PLAN SUPPORT/SHAFT FRAMING 10 PANEL EDGE CL I-JOIST/SHEATHING SOLID WEB FILLER BTWN O Z 1"=V-0" S600 FASTENING JOINT TYP THRU EA WEB c EA WAY W FIELD FASTENING et 2 • 0 a e, mini .•,•••-•16¢I..� PANEL EDGE FASTENING PANEL fl .... .. . EDGE 1 b : mac- -11 EDGE OF FLOOR ' I ; • t-• �c ASTENING A w031x WEB FILLER x 8" STAGGAER TWO ROWS OF(4) j� W x "- "- WIDE 48"oc& 3 A f A v x "r EA SIDE 1/4"NAILS `� @ HANGER LOC'N N A /���� SHOWN S - L SINGLE JOIST o a ►��='%� _� -_= 3 = '" REF PLAN It�� /.'��� ►-�►.- ►- - 1 - - ° Z o 0 1 JOISTON,TYPICAL " " ���\ 11/������ T 0 MODULE U WEB STIFFENER AS „�% %/ 1-JOIST ADDED 1-JOIST READ � I • I 3'-0"MAX C / / PNEUMATIC FASTENERS USED FOR SHEATHING AND WOOD FRAMING ■ � 0 0 2x4 BLKG I I BUTT PLYWOOD ALONG li. 0 0 PLAN VIEW NOTE:SEE MANUFACTURERS FOR FASTENERS SPECIFIC TO THEIR HARDWARE. DOUBLE JOIST DOUBLE JOIST ■_' �. WHERE l I CL OF SUPPORTS C.) END DETAIL CALLED - ■_i FOR ON I I I-JOIST 0 COMMON STEEL WIRE NAILS AND SPIKES,THREADED HARDENED-STEEL NAILS,AND POST- PLAN (_� ix FRAME RING SHANK NAILS SHALL MEET THE REQUIREMENTS IN ASTM F1667.NAIL ■_�_ - - - - Q Q FILLER AND BACKER BLOC K SIZES SPECIFICATIONS FOR ENGINEERED CONSTRUCTION SHALL INCLUDE THE MINIMUM _ 0 LENGTHS AND DIAMETERS FOR THE NAILS AND SPIKES TO BE USED.THREADED, - - - == CI W TJI 110 210 230 OR 360 560 HARDENED-STEEL NAILS,AND SPIKES SHALL BE MADE OF HIGH CARBON STEEL WIRE, TYPICAL DOUBLE I-JOIST DETAIL 7 - _ _ _ HEADED,POINTED,ANNULARLY OR HELICALLY THREADED,AND HEAT TREATED AND 1"=1'-0" S600 PARTIAL PLAN 1 T - DEPTH 91/2"-11 7/8" 91/2"-11 7/8" 14"-16" 9 1/2"-11 7/8" 14"-16" 18"-20" TEMPERED TO PROVIDE GREATER YIELD STRENGTH THAN FOR COMMON WIRE NAILS OF I I CORRESPONDING SIZE.WHEN A BORED HOLE IS DESIRED TO PREVENT SPLITTING OF FIELD • FILLER BLOCK' 2X6 2X6+3/8" 2X8+3B" 2X6+12" 2X8+12" (2)2X12 WOOD,THE DIAMETER OF THE BORED HOLE SHALL NOT EXCEED 90%OF THE NAIL OR FASTENING I I SHEATHING SHEATHING SHEATHING SHEATHING SPIKE DIAMETER FOR WOOD WITH G>0.6,NOR 75%OF THE NAIL OR SPIKE DIAMETER FOR WOOD WITH G<0.6.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30" ' BACKER BLOCK(1) 5/8"OR 3/4" 3/4"OR 7/8" 7/8"OR 1"NET 2X12 WITH THE MEMBER AND STARTED APPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. FILLER 16d(0.135 x3 1/2") NAIL SIZE 10d(0.128 x3") SECTION B-B PLAN A BACKER 10d(0.128 x3") NAIL FILLER 15 15 EA SIDE QUANTITY(2)BACKER 15 H ,, L 'ir / 2 (1)FILLER AND BACKER BLOCK DIMENSIONS SHOULD ACCOMADATE REQUIRED NAILING WITHOUT SPLITTING. STEEL WIRE NAILS 11 2 MINIMUM LENGTH IS 24"FILLER AND 12"FOR BACKER BLOCKS. 1"=1'-0" S600 (2)CLINCH NAILS WHEN POOSSIBLE FIELD O ' U lag O FASTENER TYP FLOOR OPENING DETAIL �5 i WOOD STRUCTURAL PANEL FLOOR CONSTRUCTION: PROVIDE GLUE PER III WSP /12� ADHESIVE NOTE 1 12"=1'-0" S600 T MATERIAL PER PLAN FASTENERS: PER PLAN (2)2x6 TRIMMER.FASTEN EN REF PLAN D 3B" 1/2" 5/8" 3/4" 7B" 1" ADHESIVE: ADHESIVE SHALL CONFORM TO APA TOGETHER w/10d @ 6"oc SPECIFICATION AFG-01 OR ASTM D3498,APPLIED WALL SHEATHING, Dr 0.298"0.406"0.514"0.627" 0.739" 0.847" IN ACCORDANCE WITH THE ADHESIVE EA SIDE,STAGGERED REF PLAN MANUFACTURERE'S RECOMENDATIONS.IF OSB F 9/16" 3/4" 15/16" 11B" 15/16" 112" PANELS WITH SEALED SURFACES AND EDGES MARK DATE DESCRIPTION EDGE OF PLYWOOD SIMPSON A35 CLIPS EA SIDE H 1/4" 11/32"217 784" 12" 37/64" 43/64" ARE TO BE USED,USE ONLY SOLVENT-BASED OF JAMB POST,TOP&BOTT N T(L<6) 11 ,6," 1 1/4" 1 12" 1 3/4" 2" 21 1/4" GLUES;CHECK WITH PANEL MANUFACTURER. CO - X L a T(L>6) 11/1/4 1/4" 1 12" 1 3/4" 2" 2 1/4" 2 12" ADHESIVE SHAH BE CERTIFIED AS Issued: 12/15/2021 \_ -iAll xe # CONFORMING BY A TESTING AGENCY DETAIL C 11Ir Elt ACCEPTED BY THE FEDERAL HOUSING Scale: As indicated # BOLTS SHALL MEET THE REQUIREMENTS OF ANSI/ASME STANDARD 818.2.1.HOLES SHALL BE A MINIMUM OF ADMINISTRATION.IN ACCORDANCE WITH 1/32"TO A MAXIMUM OF 1/16"LARGER THAN THE BOLT DIAMETER.HOLES SHALL BE ACCURATELY ALIGNED IN PROCEDURES GIVEN IN HUD-FHA USE OF ����.LVA MATERIALS BULLETIN UM-60 GLUE BUTTING Drawn By: MF ,L:' CUT THREAD WOOD SCREWS METAL PLATE OR METAL STRAP OF EQUAL OR GREATER DIMENSIONS MAIN MEMBERS AND SIDE PLATES.BOLTS SHALL NOT BE FORCIBLY I SHALL BE PROVIDED ETWEENVEN.A STANDARD CUT ETHE R EDGES PER I EXECUTION: 1.APPLY A BEAD OF GLUE ABOUT 1/41NCH IN ADHESIVE NOTE 1/2"/ / Reviewed By: EQ r- WOOD AND THE BOLT HEAD AND BETWEEN THE WOOD AND THE NUT. DIAMETER TO ALL CONTACT/BEARING I NOTE:SEE MANUFACTURERS FOR FASTENERS SPECIFIC TO THEIR EDGE NAIL HARDWARE. SURFACES.ON WIDE AREAS APPLY GLUE IN O BOLT 3B" 1/2" 5/8" 3/4" 7B" 1" STAGGERED - FULL HEIGHT SERPENTINE PATTERN. JAMB,REF PLAN WOOD SCREWS SHALL MEET ANSI/ASME STANDARD B18.6.1.EDGE DISTANCES, O ID 0.438"0.562"0.688"0.812" 0.938" 1.062" 2.APPLY TWO BEADS OF GLUE ON JOISTS Copyright 20071 b360r20 COILING DOOR, END DISTANCES,AND FASTENER SPACINGS SHALL BE SUFFICIENT TO PREVENT WHERE PANEL ENDS BUTT. COILING DOOR JAMB& OD 1" 1.375" 1.75" 2" 2.250" 2.5" 3.APPLY GLUE PROGRESSIVELY TO BUTTING " REF ARCH SPLITTING OF THE WOOD.SCREWS USED TO ATTACH SHEATHING INHORIZONTAL 1 ANCHORAGE BY OTHERS. DIAPHRAGMS,VERTICAL SHEAR WALLS AND BRACED WALLS SHALL HAVE T .083" .109" .134" .148" .165" .165" EDGES OF PANELS AS WORK PROCEEDS. ► 1 PERMIT SET INTERIOR FINISHES, - INSTALL SOLID BLKG DOCUMENTATION THAT THEY HAVE MET THE CRITERIA OF ICC-ES AC-120- , I 4.COMPLETE NAILNG OF EACH PANEL BEFORE WSP REF ARCH BETWEEN POST&TRACK "ACCEPTANCE CRITERIA FOR WOOD SCREWS USED IN HORIZONTAL GLUE SETS. DIAPHRAGMS,VERTICAL SHEAR WALLS AND BRACED WALLS." PROVIDE GLUE PER WOOD DETAILS a_ ADHESIVE NOTE N ("•) & DETAIL D 0 CV STANDARD TYP FLOOR o COILING DOOR JAMB 16 STANDARD WOOD SCREWS 12 HEX BOLTS&CUT WASHERS 8 SHEATHING ATTACHMENT 3 __ CV 1 12"=I'-0" S600 1"=1'-0" S600 1"=1'-0" S600 1 12"=1'-0" S600 S600 r 0 60 50 I 40 I 30 I 20 I 10 I 0 60 I 50 I 40 I 30 I 20 I 10 I 0 SIMPSON STRAP REF PLAN I FOR SIZE,APPLY OVER FLOOR SHEATHING PRIOR TO WALL FRAMING PLACING WALL ABOVE PER PLAN END LENGTH CL OF WALL 1-JOIST PLYWOOD SHEATHING §Z FLOOR SHEATHING, k �� REF PLAN SEE ARCHITECTURAL FOR IAT SHEARWALLS REF PLAN,TYP PER SIMPSON,TYP = CURS \ SILL NAIL,REF 10/S601 0.148"0 NAILS @ 4"oc REQUIRED WALL FINISH \V 1/4"0 SDS SCREWS @ 6"oc REF PLAN,TYP X EN,REF PLAN FLOOR SHEATHING, PER ►' O_TR� '- WALL EN —ice FLOOR SHEATHING PER FRAMING WHERE ► /PLAN I PARALLEL M REF PLAN REF PLAN — ______ �!JE� N �` 3 ''s- BORA ',— ,— MULTIPLE ROWS 0.148"0 NAILS @ 4"oc o -:/ _ 7 JOISTS,REF PLAN,TYP WALL I FLOOR EN ry §:- REF PLAN FLOOR FRAMING PER . *Jr N 7 Bora Architects,Inc. NOTE: PLAN I SOLID FIRE BLOCKING AS 720 SW Washington,Suite 800 CONT 2x6 LEDGER FASTEN TO BEAM w/ BEAM,REF PLAN WALL ABOVE NOT HANGER,REF PLAN I REQ'D PER ARCH Portland,Oregon 97205 (2)ROWS OF 4 1/2"SIMPSON SDS25412 SHOWN FOR CLARITY. REF 7/S601 FOR SCREWS @ 12"oc STAGGERED OVER TOP OF WALL ADD'L.NOTES SEE ARCH FOR REQ'D MULTIPLE ROWS 1/4"0 SDS SCREWS @ 6"oc 503.226.1575 WALL FINISH MINIMUM FASTENER SPACING www.bora.co END LENGTH SIMPSON STRAP REF PLAN INTO TOP OF DF-L, SCL AND I-JOISTS 6 REF 4/S601 WHERE WALL OCCURS ABV HILTI X-U @ 6"oc - PER SIMPSON,TYP FOR SIZE,APPLY OVER FLOOR 1 1/2"=V-0" S601 STAGGERED (4)SIMPSON PDPAT-62KP AT EA EQUILIBRIUM SHEATHING PRIOR TO SHEATHING STEP AT BEAM 19 END OF WALL PLACING WALL ABOVE HANGER. WHERE If"IS 1/4"TO 1/2" 1"=r-o" S601 TYP NON DEMISING WALL 11 THICK,FASTENER MUST PENETRATE '-- THRU STEEL HEADER. WHERE'Y" 1"=1'-0" S601 GRID IS>1/O"TO3/4",MIN PENETRATION ,,,,,,,;......... - CL OF STRAP 11EMENNIN riii EXTERIOR WALL FRAMINGINTOTOPFLANGESHALLBE3B"USEPER PLAN I_ F.O.STUD USE PURPLE(LEVEL 6)WHERE"Tr>SILL NAIL --�- -- 12REF 10/S601 L.WALL FRAMING,REF PLAN FLOOR SHEATHING -PER PLAN I FLOOR EN BEAM PER PLAN SIMPSON MIT TOP FLANGE HANGER,UNOONPLANENGINEERS2MOIST 1"GYPCRETE- I FLOOR EDGE NAILC1SILL PLATE FASTENING, S CENTERED ON WALL SHEATHING INSTALLEDill I (EN),TYP 4x CONT NAILER,SIZED TO FITREF PLAN IN ACCORDANCE REF PLAN FLANGE WIDTH w/5/8"0 WELDED 16325 Boones Fe Road,Suite 202 REF PLAN 16d NAIL 24"oc ` RYR w/2/S2.06 oe a ��e►> " THREADED STUDS @ 24"oc 6"FROM Lake Oswego, Oregon 97035 EN,REF PLAN �� —pfH'__ a ENDS OF NAILER.RECESS HEADS Phone: 503.636.8388 1 3/4"10 CL OF FLUSH WWW.EQUILIBRIUMLLC.COM SCREW,TYP END OF WALL SHEATHING INSTALLED 6 FLOOR SHEATHING, SILL PLATE / SIMPSON SDW22600 IN ACCORDANCE 6 REF PLAN SCREWS(2)PER BOARD 10d NAIL @ 12"oc ON ALL WITH 2/S105 - _ - WALL ENF __ AT PANEL EDGESAMING RS NOT I FLOOR FRAMING RU C T Of? q ��� FLOOR STRAP DETAIL 14 � PER PLAN - +- ?,9 PROF 1"=1'-0" S601 1 BEAM PER PLAN SIMPSON HIT TOP 0 O ►_� _ SOLID FIRE BLKG � N S m Ir1 Ur HANGER,REF PLAN AS REQUIRED ��9402 # C' a IFLANGE HANGERCN - WHERE HANGERS ARE I UNO ON PLAN IAM DECKING,REF PLAN APPLIED OVER U NOTE: 10d NAIL @ 6"oc(ALL 10d NAIL @ 12"oc SHEATHING OR GYP O GO 1 WALLS ABOVE NOT SIMPSON COIL STRAP,REFPANEL EDGES)UNO ONON ALL FRAMINGBOARD REF 9/S600 = 4x6 LEDGERw/(3)#10x6" I vo e9�SIMPSON SDWV SCREWSSHOWN FOR CLARITY. PLAN FOR SIZE AND EXTENT. SHEAR WALL SCHEDULE MEMBERS NOTHEADER BEYOND, 9� sz ° 0<I-JOIST,REF PLAN @ 16"oc APPLY OVER SHEATHING PRIOR AT PANEL EDGES REF PLAN&10/S601 /111 IN ? E� TO PLACING WALLS ABOVE FILL EXTERIOR SHEATHING WIFIN QUES(JOIST ORIENTATION ALL HOLES w/NAILS SEE ARCHITECTURAL FORI PER SHEAR WALL EXPIRES z�vzozzSHOWN FOR REF ONLY) REF PLAN END LENGTHREQUIRED WALL FINISH SCHEDULE GL BEAM,REF PLAN PER SIMPSON t M= Akwar.�—�►.� SIMPSON ITS TOP •'.��— TYP EXTERIOR WALL WHERE JOISTS BEAM PER PLAN �I��` �� FLANGE HANGER 1111Alid 16411 TYP NON-SHEAR WALL CORNER DETAIL s12 soi PERPENDICULAo' ssoi UNO ON PLAN DECKING AT GL BEAM 20 I SHEATHING,REF PLAN STUD WALL 1-JOIST,TYP —� �� REF PLAN I-JOIST BLKG w/ITS HANGER EA END SMULTIPELE ESTUDS PER PLAN,NAIL I . EN,REF PLAN WEB STIFFENER CORRIDOR TOGETHER /0.131x3 1/4 @ 12"oc SIMPSON I FNOTET: yq 5 1 3/4"TO CL OF BY JOIST MFR NOTED, E NOT SHOWN OR SIMPSON ITS TOP 5 SCREW,TYP ST12 TO BLKG I NOTED,SEE DETAIL 7/S601. FLANGE HANGER BEAM PER PLAN SIMPSON SDW22600 I SIMPSON SDW22600 SCREWS,(2)PER BOARD =MI I UNO ON PLAN WALL REF PLAN �` TYP BEAM&JOIST DETAILS SCREWS @ 6"oc FLOOR SHEATHING, ►4�iI1►"I_C 1"=V-0" S601 REF PLAN ii.„"" '-- FLOOR STRAP DETAIL 15 -I-��� --6�i = - "�,� - - - WALL EN It,�im�� -DECKING,REF PLAN 4'-0"MIN.LAP 4'-0"MIN LAP um 1/2"R ROUNDED INSIDE CORNERS I l . ►� I / „____.__ 4x DECKING, =MINEMENMENIMMENEMENNI FLOOR FRAMING REF PLAN PER PLAN I DBL.TOP PLATE,REF r r r _! r SECTION FOR SIZE 4"MIN. /� ���� — 4x6 LEDGER w/(3)#10x6" �e MOIST BLKG @ 48"oc I �6"o.c 6"/ w/ITS HANGER EA END. �P SIMPSON SDWV SCREWS I MIN. MIN. 16"oc,TYP(STAGGER I I I I i I I 2x8 BLKG AT SIM GL BEAM,REF PLAN oe i I I I I FASTENING BTWN I I i i i 1 i I HEADER BEYOND, LEDGERS) - --ADD'L STUD BLKG IN JOIST SPACE TO I REF PLAN&10/S601 — '— MATCH EXCEED WIDTH OF MULTIPLE STUDS BELOW I..IrP_l!.. .. owTYP EXTERIOR DECKING AT WF BEAM 21 FLOOR BLOCKING AT MULTIPLE STUDS 13 WALL WHERE JOISTS PARALLEL 8 -SPLICE OVER STUD,TYP 1"=1'-0" S601 1'-2"MAX 1"=1'-0" S601 1".1'-0" S601 STUDS @16"oc NOTE: ELEVATION (6)3/4"DIA.BOLTS,EA FOR INFORMATION SHOWN BUT SIDE OF SPLICE 4 NOT NOTED,REF DETAIL 9/S601. SILL NAILING Lv 4 STUD WALL TOP PLATE REF PLAN SECTION A-A FLOOR EN o o o I o o I 3'-0"BLOCKING MIN SILL NAILING WALL SHEATHING,REF PLAN t I o 0 0 I o 0 o WALL SHEATHING FLOOR EN AND SHEAR WALL SCHEDULE REF PLAN WALL SHEATHING,REF PLAN GYPCRETE, GYPCRETE, REF PLAN --WALL EN § SILL NAILING REF PLAN AND SHEAR WALL SCHEDULE ^ PLAN REF PLAN WALL EN FLOOR SIMPSON SDW22600 FLOOR FLOOR SHEATHING, SCREWS(2)PER BOARD ♦I� SILL PL SHEATHING SHEATHING, A REF PLAN v REF PLAN REF PLAN I ', REF PLAN ` • REF.PLAN TYP BOLTED TOP PLATE SPLICE 2 M.V 'III . 3/4"=1'-0" S601 Z NM =1111M ►z,� _ a� ;•��■__I_II♦�I■ _� 17 ��W -T M •�`- DECKING 48"MINIMUM LAP WITH 0.148"x3 1/4" DECKING FAN NAILS AT 3"oc STAGGERED FOR(16) EN REF PLAN U 1 I ►�� I-JOIST, / --- 4x6 LEDGER w/ NAILS TOTAL,SPLICE PLATES OVER • _ 4x6 LEDGER w/ O I REF PLAN J - (3)#10 x6"SIMPSON SDWV 1-JOIST, (3)#10 x6 SIMPSON SDWV Z STUDS BELOW " SCREWS PER STUD. REF PLAN SCREWS PER STUD. W 7"0 MECH DUCT FASTEN EA SIDE OF LEDGER FASTEN EA SIDE OF LEDGER CX 's�1AWINA PENETRATION, A SPLICE TO(1)STUD.NOTCH 1 3/4"TO CL SPLICE TO(1)STUD L [[ ICL — // -- REF MECHII LEDGER AS REQ'D FOR PROVIDE DBL STUD OF SCREW 1I I I tl V I I I I L. 0 0 MOIST,LSL OR LVL INSTALL 2x BLKG ABV MECH DUCT CENTERED ON �/ BLOCKING @ 2'-0"oc w/ &BLW PENETRATION SIMPSON CS14 STRAP LEDGER SPLICE I J GL BEAM ABV&BLW PENETRATION, \i I REF PLAN TOP FLANGE HANGERS INSTALL OVER PLYWOOD TYP CORRIDOR SECTION 9 W PROVIDE DBL STUD - JOIST REF PLAN CENTERED ON &CNTRD ON BLKG 1"=1'-0" S601 t 3 TYP LEDGER SPLICE PROVIDE DOUBLE KINGSTUD WHERE MECH PENETRATION OPENING WIDTH EXCEEDS 6-0",UNO, TYP NAILED TOP PLATE SPLICE 3 BEAM AT RECESSED ENTRY 22 AT COORIDOR SHEAR WALL 16 STUDS ALIGNED FLOOR AND PROVIDE DOUBLE KING STUDS 1"=1'-0" S601 O Z TO FLOOR,TYP AT ALL OPENINGS ON LEVELS 1,2&3 SEE SHEAR TRANSFER C 1 12"=1'-0" S601 1"=1'-0" S601 HEADER PER MIN PL SPLICE 4'-0" SECTION ON DETAILS 2 10d @ 6"oc EN REF PLAN,TYP SCHEDULE OR PLAN y c 7/S601,8/S601,9/S601& PLYWOOD SHEATHING REF PLAN REF 3/S601 TYP UNO 11/S601 O 0ix 12"0 STUD WELDING PRODUCTS (2)16d FACENAIL 12-13x4 12"PARTIALLY THREADED FRAMED WALL,REF PLAN Im WALL SHEATHING,REF PLAN N REF PLAN0 THRU ONE PLATE TOSTUD @ 16"oc MAX,WELDED TO V REF PLAN _uli' ^ STUD 1 x 3 1/ ` SHOWN),REF PLAN D POST& E 2x6 SILL PLATE (NOTBEAM A REQ'D BY SUPPLIER. ::•••••••••-•j::;::::::":::::>;:j;,>,;:,I;;;;_,;;;_I;;_, •�i (4) q /--- WN FIELD T FIT AR UND P S T& UQ FIELD TO FIT AROUN Q Q HEADER TO TYP FLOOR STUD LOCATIONS. EN REF PLAN I ���IIIIIIII STUD,TYP _ ��������,� — �. Q 2x BLKG FLOOR SHEATHING, M \ I ILIA I r ���_ REF PLAN II Ili;- \ _ _ _ A35,TYP ATI _ - -(2)16d FACENAIL r"� C FLOOR JOIST —1 U OPNG CORNERS • - + STUD TO EA REF.PLAN .41_ IP SIMPSON i 1IIIIII' REF PLAN,TYP 111111. _ _INHEADER PIECE A35 @ 24"oc ` LSL OR LVL BLOCKING @ t A �I SHEATHING PER PLAN EXTERIOR WALL 48"oc w/TOP FLANGE STUDS PER TYP I- OPN'G WIDTH A35,TYP AT ALL HILTI X-U @ 6"oc,STAGGERED REF PLAN HANGERS,TYP SCHEDULE I I OPNG CORNERS N I__Nu Ill GLULAM BEAM, (UNO)w/FLOOR .. I -, REFARCH I EXTERIOR SHEATHING REF PLAN JOISTS,REF -T y/ --I-JOIST,REF PLAN(JOISTS REF PLAN PLAN r _ PARALLEL @ SIM.INSTALL 1 3/4"WIDE LVL TO MATCH JOIST 2x BLKG @ 4'-0" - BLKG @ 24"oc FOR 2'-0"MIN HEADER,REF DEPTH.FASTEN TO BEAM w/(2) HEIGHT w/(2)16d (3).131x31/4 STUD FRAMING, FROM LEDGER) PLAN ROWS 6"SIMPSON SDS25600 TOENAIL EA END - - EA SILL TO STUD -WF BEAM,REF PLAN REF PLANSCREWS @ 6"oc STAGGERED 2 GLAZINGARCH I V 1 �REA�ED SILL 1 3/4"x 9 12"LSL LEDGER w/ 1 (2)6"SIMPSON SDS25600 (2)2x,TYP AT SILL 2 SCREWS @ EA STUD.SPLICE PLATE _ _ FRAMED WALL LEDGER AT COMMON STUD FLOOR STEP DETAIL 17 TOP OF SLAB -\ I L- T I A I 4 J ABV STEEL BEAM WITHOUT NAILER 4 1 12"=1=0" S601 OR SHEATHING ` r' 1"=1'-0" S601 3 12"MIN. 16d FACENAIL @ 12"oc MULTIPLE (2)END NAILS 6"MIN. STUD FULL LENGTH (REF NOTE 3)OR SIMPSON A34,TYP WHERE SHOWN (2)8d TOENAIL EA GALV.5/8"0 x 12"A.B.@ 4'-0"oc UNO LEDGER AT BALLOONED FRAMED WALLS 23 SIDE OF STUD ON SHEAR WALL SCHEDULE, 1".1'-0" S601 SILL PLATE NAILING, PROVIDE DOUBLE CRIPPLE AT OPNG'S EMBED BOLTS IN CONC.6"MIN. FLOOR SHEATHING, REF PLAN WIDER THAN 8'-0"UNO ON PLANS REF PLAN,TYP 1'-6"MAX,TYP • EN,REF PLAN MARK DATE DESCRIPTION SILL NAILING SILL PLATE HEADER SCHEDULE SHEATHING PER PLAN EN REF PLAN REF PLAN WALL STUD t- - FLOOR , 1ST-2ND 3RD-4TH SHEATHINGill �: / OPEN'GWIDTH FLOOR WALLS FLOOR WALLS Issued: 12/15/2021 REF PLANUP TO 4ql, '-0" O 6x HEADER, REF ARCHFINISH ��,„ SILL PL REF PLAN -...._,-4--: REF PLAN _- (1)6x10 1 6x8 ►`gliFORFINISH L�.�MIM� Scale: As indicated v� l�►�It �; 4'-0"TO 6'-0" (1)6x12 (1)6x10 GL AT SIM.CENTER .� I:...•..••••.••••.I;.••••._•.•..••.I,.•••...',,,,I::: ,,I,,,«_: n �_�1� _ REQ'MTS SHAFT FINISHES wwww,Fm! i Drawn By: MF �/ �/�__I_I�j1��� / Irk" �i=11 � STUDHEADEROPNWALL �'I 4xNAILER&THREADED y / REF ARCH . 6'0"TO 8'-0" GL 512x12 MI* .� STUD PER 1/S601 I DECKING PER PLAN Reviewed By: EQ NOTES: III FS A'1.1 1. HEADERS,KINGSTUDS AND OTHER REFERENCES ON PLAN GOVERN OVER,TYPICAL DETAIL. ►�� 2. NAIL SILL PLATE TO WOOD-FRAMED FLOORS OR ROOFS TO BLOCKING BELOW SHEATHING w/ SIMPSON HDU8-SDS2.5 N MGU5.62-SDS FACE-MOUNT TYP w/7/8"0A36 THREADEDDED ROD 16d @ 2x SILL PL&30d @ 3x SILL PL. SECTION A-A — GL BEAM HANGER EA END OF BEAM 3. AT 2x SILL PL USE(2)16d END NAILS.AT 3x SILL PL USE(2)30d BOX NAILS. - - - Copyright 20071 b360r20 REF PLAN SIMPSON MIT411.88 TOP FLANGE 4. REF 12/S601 FOR FRAMING AT WALL CORNERS. WALL STUD SCHEDULE AT 10'-0"FLOORS Li �1 HANGER EA END OF BEAM II 2x8 BLKG FASTENED TO BEAM 5. REF 2/S600 FOR SILL BOLTING INFO. LEVEL INT.WALLS EXT.WALLS 1 PERMIT SET 1 w/(3)20d NAILS @ 12"oc 6. MEP CONTRACTOR TO DESIGN SYSTEMS AND CONNECTIONS TO ACCOMODATE 3/8"OF 1 3x6 @ 16"oc 3x6 @ 12"oc BEAM,REF PLAN,TYP VERTICAL WALL SHRINKAGE PER FLOOR. 2-4 2x6 WF BEAM,REF PLAN I-JOIST,LSL OR LVL 7. EXTERIOR WALLS THAT ARE NOT SHEAR WALLS SHALL BE SHEATHED w/TYPE CD EXTERIOR @ 16"oc 2x6 @ 16"oc BLOCKING @ 4'-0"oc w/ WALL SHEATHING,REF PLAN NOTE SHEATHING THAT MATCHES THICKNESS OF SHEAR SHEATHING. 2 TOP FLANGE HANGERS DBL TOP PL STUD WALL,REF PLAN REF PLAN FOR STUD SIZE AT OTHER WOOD DETAILS d FLOOR HEIGHTS>10'-0". o ---JOIST REF PLANIR STUD WALL TYP(JOISTS PERP REF PLAN,TYP O' TO BEAM @ SIM) 0 ei o GL BEAM AT SHAFT WALL 24 HOLDOWN AT BALCONY STEP 18 TYP SHEAR/BEARING WALL FRAMING DETAIL 1 o SECTION AT CORRIDOR w/WF BEAM 5 CV 1 12"=V-0" S601 1"=V-0" S601 NO SCALE S601 1"=1'-0" S601 S601 n O ,_ 60 50 I 40 I 30 I 20 I 10 0 60 I 50 I 40 I 30 1 20 I 10 I 0 2/S605 FLOOR SHEATHING- NOTE: REF PLAN USE DETAIL FOR CONDITION SPECIFIED ON EN REF PLAN PLAN.USE DETAIL 24"MAX AT INTERIOR NON-BEARING PARTITION WALLS A BORA . , I In SIMPSON A35 LSL BLOCKING I AT EA JOISTSIMPSON A35 AT @ 2'-0"oc w/ TOP FLANGE EA BLOCKING HANGERS ora Architects,Inc. 7 �� ICI �L �' 7 7720 SW Washington,Suite 800 1� Portland,Oregon 97205 l� FLOOR JOIST 503.226.1575 REF PLAN TYP 55 WALL SHEATHING REF PLAN I DBL TOP P55 L www.bora.co 55 STUD WALL iiilill EQUILIBRIUM REF PLAN . JOIST PARALLEL TO WALL JOIST PERPENDICULAR TO WALL EXTERIOR WALL AT FLOOR JOIST 5 PLYWOOD SHEATHING WALL FRAMING PER PLAN AT SHEAR WALL " 1 1/2"=1'-0" S602 I SEE ARCH FOR REQ'D WALL FINISH E3 FLOOR ENii --SILL PL NAILING REF TYP DETAILS ENGINEERSli WALL EN 55 1 GYPCRETE TOPPING REF PLAN 16325 Boones Ferry Road,Suite 202 -FLOOR SHEATHING REF PLAN Lake Oswego, Oregon 97035 Phone: 503.636.8388 >=�I�"IENNENEINSNEREM W W W.EQU ILIBRIUMLLC.COM 6 ►= il ' 6 HANGER REF---- I I CLIPS 2x6 CONT PL Q FORLAN REF L INFO 1 I II 4 y.�9,U C T U&,q II ``__�D PROFF DBL TOP PL N + ���j`0NGI NE067FLOOR FRAMING Ij 19402 STUD WALL WHERE REF PLAN PERPENDICULAR OGO GL BEAM REF PLAN ALTERNATE TO BEAM O*- - WALL SHEATHING SIMPSON ECCQ66SDS2.5 lib�0j 22 Ase OF EN REF PLAN REF PLAN FLOOR FRAMING AS READ TO FIT IN WALL O w/STRAPS LOCATED 90" P. QUES"� 1. SILL NAILING REF PLAN(WALL DBL I EXPIRES 12/31/2022 I REF PLAN TOP PL WHERE FLOOR SHEATHING OCCURS,REF PLAN SEE ARCH FOR REQ'D WALL FINISH REF PLAN EN REF PLAN AND TYP DETAILS) ii WOOD POST REF PLAN LSL BLOCKING Al •• TOP FLANGE ;_al_x:__:2_-_:<K_x:_:sa._...........:6 HANGERS 1 I V mow TYP BEAM TO POST AT FLOOR 1 1 12"=1'-0" S602 JOIST REF PLAN Li liwil, C EN REF PLAN 5 i 16d @ 12"oc,STAGGERED 5 CONT.1 3/4x5 1/2 LSL PL AT PLAZA ENTRIES.SEE I •SIMPSON A35 GL BEAM I POST(2x STUD WALL FRAMING ELEVATION AT EA BLOCK REF PLAN FOR ENTRIES ALONG I FRAMED WALL,REF PLAN BEYOND),REF PLAN COURTYARD.SEE I (ROOF TRUSSES AT SIM) I (ROOF FRAMING AT SIM) ALTERNATE DETAIL FOR I GLAZING � CONDITION AT I\i_ _ REF ARCH OF MEZZININE UNITS SIMON A35TOSILL EA SPL IDE POSTPS EXTERIOR WALL NOTE: AIGI REF PLAN BLOCK BETWEEN Il'►-�-sal JOISTS AT SIM. RECESSED ENTRY WALL FRAMING AT ° ° SFLOOR JOISTSO ° ° 5 1/2"WN ECCQ66SDS2.5AT 0 5 12"WIDE GL&sxPOST. 112"=10" COORD HARDWARE SIZE ° REQ'D w/BEAM&POST SIZES INDICATED ON PLANS GL BEAM,REF PLAN- - POST(2x STUD WALL BEYOND), REF PLAN 4 EXT STUD WALL, , 4 REF PLAN 16d @ 12"oc,STAGGERED GL TO POST CONN AT EXT WALL(AT ROOF AT SIM) 2 'w 1 1/2"=1-0" S602 v Z PREMANUFACTURED ROOF ---- TRUSSES,TYP PER PLAN CO Oz- Z ^/ W DBL TOP PLATE,REF 10/S601 -SIMPSON I-I2.5A,TYP d SIMPSON LPT4 U O - I L.> A W 3ic B.O.TRUSSES J_ '3 REF ARCH ¢I ' ° .. i, r 7: ° ° o O C? SIMPSON H2.5A ° ° ° M ce i— 9, 0 ®, V SIMPSONA34 1' " C _ d ce °s " GL BEAM,REF PLAN V Q 11.1 --SIMPSON ECCQ66SDS2.5 13 Ce I- — 4x6 POST,REF PLAN FASTEN ADJACENT WALL-- (sxs AT SIM) STUDS TO POST w/16d @ 12"oc STAGGERED _____I__-_ 2 TYP INTERIOR GL BEAM CONN AT 2ROOF s 3 2 CI_POST/SPLICE SIMPSON MST126 EA SIDE w/ (26)0.148x1 12"NAILS,TYP jr— 0 0 0 0 `� _ MARK DATE DESCRIPTION \ Issued: 12/15/2021 ° ° S Scale: 1 1/2"=1'0" ° Drawn By: MF ° • °° ° Reviewed By: EQ GL BEAM,REF PLAN I \\-GL BEAM,REF PLAN Copyright 20071 b360r20 6x6x0'-5"TALL 1 SHIM FORFULLOST -L. 1 PERMIT SET BEARING —P SIMPSON CCQ66SDS2.5 WOOD DETAILS a V POST,REF PLAN & 0 (N N N 0 N DETAIL AT BEAM SPLICE AT POST ga S602 1 12"=r-o" S602 0 60 I 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 I 10 I 0 I NOTE: REF 10/S604 FOR INFORMATION SHOWN BUT NOT NOTED. BORA NOTE: LSTA24 AT EA TRUSS FOR ITEMS NOT SHOWN OR CENTERED ON RIDGE ROOF SHEATHING,REF PLAN,TYP NOTED,SEE DETAIL 7/S601. GRID .`:•!IM1 ,, ............. "'` - PLYWOOD WALL -CMSTCI6 STRAP w/16d 7 EXTERIOR WALL FRAMING ice' AR <_. SHEATHING NOT SHOWN NAILS @ALL HOLES.INSTALL PER PLAN F.O.STUD ADD'L TRUSSES OVER /""` a """;• � FOR CLARITY OVER PLYWOOD Bora Architects,Inc. SHEAR WALL DBL PLY % "" "" ,--, -DRAG TRUSS,REF PLAN AT STRAP LOCN'S — "' _,. (SHEATHING NOT SHOWN 72O SW Washington,Suite BOO FLOOR EN FOR CLARITY)DBL PLY Portland,Oregon 97205 REF ,;, "" .""". TRUSS AT STRAPS) (2)2x SILL MIN. - FLOOR SHEATHING ISOLATION GAP COVER " """' FASTEN 6.1575 PER PLAN I PLAN REF ARCH ;" :.+-- _ w 16d HARDSCAPE REF NAILS @ 6"oc, • • • • • • • W W W bOfa.C0 -Ilk LANDSCAPE STAGGERED Z • LEVEL 02 ��a/ r 114 _ EQUILIBRIUM JTL FA2TEBLOTKING imir,,,, _•.\ -1 DRAG TRUSS JI FASTENED TOGETHER w/ FORCE,REF PLAN 16d NAILS @ 6"oc EA E3 \ SIDE,STAGGERED — ti WALL EN CONCRETE (2)2x STUD FRAMING AT STEM FLOOR FRAMING-- I STEM WALL WALL STEP.FASTEN PLYWOOD w/ SHEAR WALL STUD PER PLAN I SOLID FIRE BLKG REF PLAN EDGE NAILING TO EA STUD PER FRAMING REF PLAN I AS REQUIRED PLAN FOR FULL HEIGHT OF / END LENGTH, / / END LENGTH, / STUDS,STAGGERED END LENGTH 4'-0"MIN ENGINEERS ti CONCRETE RETAINING REF PLAN REF PLAN / / WALL REF PLAN 16325 Boones Ferry Road,Suite 202 Lake Oswego, Oregon 97035 EXTERIOR SHEATHING R B.O.TRUSS Phone: 503.636.8388 I S''�t � I I I I I I I ! ! I I I I ! I l I I SEE ARCHITECTURAL FOR I PER SHEAR WALL REF ARCH IV WWW.EQUILIBRIUMLLC.COM REQUIRED TALL FINISH SCHEDULE SHEAR WALL REINFORCEMENT AT WALL STEP 4 6 1"=V-0" S603 6 SHEAR CLIP, 2x4 BLKG w/16d @ 6"oc JOISTS PERPENDICULAR REF SHEAR WALL CONT STRAP,REF PLAN. Ft' U CT U/�q SCHED,TYP FULLY NAIL ACCROSS 11 F.O.STUD ENTIRE STRAPII EXTERIOR WALL AT RETAINING WALL 11 ,� is ���1 R�Fs �N61 NE .A�/� CORRIDOR WALL,REF / / SIMPSON CMSTCI6 CONT 16d NAILS @ 6"oc EA 19402 1".1'-0" S603 PLAN STRAP ABV AND BLW OPENINGS(SEE NOTE 3). SIDE,STAGGERED OGO a \ SHEAR WALL,REF PLAN CMSTI2 STRAPS REQUIRED _ 0� SHEATHING NOT ■I■II■IH I■II■I� FOR FIRST FLOOR SHEAR 9,p�', 2 2 19�'' 9�i� -���1� WALL ALONG GRID'A; IiiMall O p C- SHOWN FOR CLARITY) w,""" - Q U ES EDGEFOF SHEAR WALL EFWEEN GRIDS'6'&7', REF PLAN REF PLAN EXPIRES 12:1!_z 7 BEARING PL BY 2'-0"MIN(I (�2'-0"MIN - - GR/D DRAG TRUSS CONNECTION 2 HOLDOWN MFR,TYP �I�II IIMIMI @ CMST12,TYP „ 4'-0"MIN = 1"=1'-0" S603 TAKE UP DEVICE AI COMPRESSION POST,TYP. :^;;' Vyi1yu:ui1:^:= ; F.O.STUD HOLDOWNASSEMBLY PER ill MFR FASTEN SHEATHING TO EA ' -1' 1111I (2)2x BLKG AT STRAP NOTE: mu SHEARTR FULLL S HEIGHT PER 1111 I PEE SOODION PLYWOOD NOT SHOWN FOR 6x6 BRIDGE BLOCK.DO CLARITY.INSTALL STRAPS FOR ITEMS NOT SHOWN OR I NOT NAIL TO FULL 16d TOENAIL EA END OF (2)2x SILL MIN OVER PLYWOOD UNO SECTION NOTED,SEE DETAIL 8/S601. I REF HEIGHT STUDS OR BRIDGE BLOCK INTO TOP KEYNOTES I ISOLATION GAP COVER SHEATHING OF JACK STUD SIMPSON PLAN REF ARCH \ 1O SHEAR WALL NAILING PER SHEAR WALL KEY PLAN ST12 TO BLKG I 2x JACK STUD TO —� Np HARDSCAPE REF (2)2x6 COMPRESSION MATCH WALL I` 11 20 ATTACH SHEATHING IN THIS AREA ABOVE AND BELOW 7 LANDSCAPE POST FASTENED FRAMING,TYP II,1 �_ ;1 �; O OPENINGS w/(2)ROWS OF 10d @ 2"oc EDGE AND TOGETHER w/16d NAILS @ — / `J / `-' / / 10d @ 6"oc IN FIELD WeiinifilP illiiiiii L r 6"oc EA SIDE,STAGGERED (30)16d SINKER NAILS 5 -4 kiiiiiiii�illirl' ,�. 7 /�, FROM TRIM POST TO 0FILL w/(25)16d SINKERS FOR CMSTCI6&(43)16d SINKERS 5 -i. / V I HOLDOWN POST, z FOR CMST12 EA END OF STRAP ONE OPENING TYP STUD FRAMING STAGGERED(60 TOTAL) _a. Irmo END OF SHEAR REF PLAN �' II ' 1 / 2 1 2 1 Li WALL EN WALL ABV/ `-i I OVERSIZE HOLE J EDGE OF R.O. BY 1/4',TYP SIMPSON CMSTCI6 STRAP w/ Il SIMPSON CMSTCI6 CONT (50)0.148"0 x 3 1/4"NAILS IMI�I�I III�IMI�I�II�II I STRAP ABV AND BLW FLOOR FRAMING -CONCRETE RETAINING ' •..--- (TOTAL)&20"END LENGTHS. 1 I II D- • II0 I II II■I� PER PLAN I INSTALL OVER SHEATHING hmk., ■■ '— I 'WALL REF PLAN , I 1-JOIST BLKG @ 48"oc- I --- •-•- .. ,.,�.-_,__�,,, .... HD- 1.-__"-,__I OPENINGS(SEE NOTE 3) LEVEL 04 12.13 II IIII �iI w/ITS HANGER EA END. 2 REF PLAN 2x8 BLKG AT SIM I iu 0 TAKE-UP DEVICE ASSEMBLY 1 SEE SECTION W PER HOEDOWN MFR —(2)2x BLKG AT STRAP I \ I: :. I 2'-0"MIN 2'-0"MI 2_0„MIN PLYWOOD FLOOR ___ .II.--- I IIII (III._ EN \ 0ril SHEATHING REF PLAN 111111111111111 NOTE:LEVEL 04 I I EQ __ _;," ._ _ STRAPPING SIM AT • ;,,„ WHERE MORE THAN REF PLAN . ......... I MIN, PI DOUBLE TOP PL (2)2x SILL (2)OPENINGS OCCUR. JOISTS PARALLEL • PLYWOOD NOT SHOWN FOR • CLARITY.INSTALL STRAPS EXTERIOR WALL AT RETAINING WALL 12 • BEARING PL BY OVER PLYWOOD UNO 1".1'-0" S603 ti " " HOLDOWN MFR,TYP / 0 jr O / O / L O / z • " MAX OFFSET @ ' COUPLER,TYP J EA FLOOR(7/8" • MAX @ BRIDGE TWO OR MORE 4 w . _ " • END D OF BLW SHEAR BLOCK ABV) !'I COMPRESSION POST,TYP OPENINGS 11 A 4 • EDGE OF R.O. N \ COMPRESSION �� _ I POST LEVELS 02&03 FOR CENT HOEDOWN REF PLAN TYP STRAPPING AT FORCE TRANSFER MATCH COMPRESSION II I AROUND OPENING(FTAO)SHEAR WALLS 1 POST ABV&ALIGN " " / o NO SCALE S603 Iii o WALL EN FULL HEIGHT OF COMPRESSION POST,TYP kik Z Numni . ALIGN 2x TRIMMER AT OPENINGS UNO STAGGER EN ON FASTENED TO CONT ROD HOLDOWN PERCO COMPRESSION HOLDOWN STUD MFR REF PLAN FOR LOC'N POSTS,REF PLAN PACK w/16d ii Mr . O Z NAILS @ 12"oc 1 LL F A IocN ON Is� C ��♦ ALL FRAMING L CONTINUOUS ROD HOLDOWN RUN " EN -!2, NOT AT PANEL IX TERMINATION WITH STRAP 8 HOEDOWN EDGES -_ ♦ , a STUD PACK v 0 1 12"=1'-0" S603 REF PLAN& HOLDOWN ..J SHEAR WALL-- SCHEDULE SHEATHING STUD PACK Or 55 16d @ 12I. "oc STAGGERED LJ.I REF PLAN& REF PLAN,TYP WASHER PL 1/2x6 SCHEDULE ;ice 1 .1 IA HOLDOWN STUD PACK xHSP BEAM WIDTH, I TAKE-UP 10d @ 12"oc ON y r .REF PLAN&SCHEDULE 3 TOP AND BOTT OF I DEVIDE SHEAR WALL TIEDOWN DETAIL 5 ALL FRAMING ;;� 3 COMPRESSION HSS,CENTERED NOT AT PANEL `� POST TYP �� ON ROD I �� I 1 1/2"=1'-0" S603 EDGES REF PLAN jr..: il Flip" O Z ,) SHEAR WALL i II SHEATHING DIAMETER OF HOLE TYP SHOP REF PLAN,TYP ���: CIN PL WASHER AND '� ` '-� `•�-o '� 2L_`JCENT ROD11 OR FIELD - iikr. g cc HSS SHALL EQUAL HOEDOWN I � . _i 0 DIAMETER OF ROD +12" A , � A REF PLAN I 1 , CONT ROD HOLDOWN PER 0 Q MFR REF PLAN FOR LOC'N .777 EN 16d @ 12"oc STAGGERED Q Q Al HSS BEAM 1 Q REF PLAN PLAN VIEW-END OF WALL PLAN VIEW-WALL CORNER I I I 9/S50 I I BASE PLREF —18/S501 SECTION AA SHEARWALL CORNER FRAMING DETAILC.)SIDE PL AND 1 12"=1'-003 FASTENERS REF PLAN USE 1 12"SDS SCREWS AT(2)2x POSTS AND SINGLE SIDE PL w/1 12" SCREWS AT SINGLE 2x POST 2 EN 2 CONTINUOUS ROD HOLDOWN THR U HSS BEAM 9 20d @ 12"oc STAGGERED 1 12"=1'0" S603 WOOD POST REF PLAN ROD-TO-STEEL BEAM SHEATHING INSTALLED IN CONNECTOR REF PLAN GLULAM BEAM w/ ACCORDANCE w/2/S2.06 SIMPSN BUCKET COMPRESSION POST, 1'-2"MIN AT POST REF PLAN CONT ROD HOLDOWN PER MFR REF PLAN,TYP / K REF PLAN FOR LOC'N CONNECTION REF 9/S603 TYP 4 12 4 12" 1'-6"MAX " 1/4" MAX MAX' CL HSS COLUMN HOLDBACK , �,'-VI� 'I/ CORNERAT S 1/4 7 +111=Milri �j CENT ROD HOEDOWN«— REF PLAN -° MARK DATE DESCRIPTION r ‘n M- HOLDOWN STUDPACK PER MFR SHEAR PL PER- ERECTION BOLTS il Issued: 12/15/2021 2/S501&3/S501 1 12„Y' 0-1 AS REQ'D55 TYP _ 20d@ 12"oc EN Scale: As indicated I I- FULL DEPTH PL3/8 STAGGEREDil WF BEAM,REF PLAN, I STIFFENER EA SIDE y: M F TYP(NAILERS NOT O 1 OF WF,TYP Drawn B SHOWN FOR CLARITY) I -1- SHEATHING INSTALLED Reviewed By: EQ IN ACCORDANCE �' MI w/SHEAR WALL DETAIL CONNECTION REF 4/S501 1/4\ Copyright 20071 b360r20 (3)SIDES,› //> I HSS COLUMN,REF PLAN 1 TYP1/4 I I� 10d @ 12"oc ON ALL FRAMING PLAN VIEW NOT AT PANEL EDGES 1 PERMIT SET (3)SIDES j 5/16/ 2 WOOD DETAILS m o CONTINUOUS ROD 6.1 HOLDOWN TERMINATION AT WF BEAM 1 o NOT USED 6 SHEARWALL CORNER AT WOOD POST N 1"=1'-0" S603 NO SCALE S603 1 12"=1'-0" S603 N NI S603 60 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 I 10 I 0 I PRE-MFR'D TRUSS PANEL BLKG ROOF EN,REF PLAN ROOF EN "=,. WALL EN,REF PLAN 16do� ROOF RIDGE A-EXTEND TOP CHORD ROOF SHEATHING,REF PLAN ,,;,- "' (TRUSS OCCURS •,,.� BREAI � ' WHERE TRUSS BREAKS OR IS OF TRUSS AS OCCURS) NOT CONTINUOUS WITHIN 2x6 BLKG FASTENED TO V q S "i�'"""'""'-•••".",,- SLEEPER w/16d @ 6"oc _�..; u , - r',\I,- Q � - � - 4-0 OF ANCHOR STANCHION: ,,'ll� z a INSTALL CS16 STRAP 3'-0"N EN rPRE-MFR TRUSS,REF PLAN ' CENTERED ON TRUSS BREAK ( CONT 2x8 BEVELED , TRUSS I . I k ik I . I BORA SLEEPER FASTENED TO WALL W in =.,:.. EA JOIST w/(2)16d NAILS 2x8 BLKG w/'Z' r ra r•r•��t �per�,��•� - -. -i " -". TOP CHORD OF TRUSS 2x BLKG CLIP EA END TO EXTEND TO WITHIN 1�. .� SIMPSON H2.5A 3/4"OF SLEEPER AT EA TRUSS �I 7 S ROOF EN,REF PLANA FLAT GL BLOCKING ROOF EN,REF PLAN 11� "` A35AT ( 2x8 �.► �— O 720 SW Washington,Suite 800 7 Bora Architects,Inc. �� EA TRUSS CS16 STRAP x 19'-0"EA--_ I WALL EN SIDE&EA DIRECTION Portland,Oregon 97205 PRE-MFR'D TRUSS,- PROVIDE(22)Sd IN 13" I �• •• I g REF PLAN OVER GL BLKG I . I 503.226.1575 H1 AT EA ►� I SIMPSON A35 TRUSS �Ii M,+s B.O.TRUSS • r r L T -r -r -► - •^z-.-g-.AT EA TRUSS - W W W.bora.CO = REF ARCH 1: .- . _.P"4 _ - SIMPSONA35@24"oc- I I rn 1" I °° I EQUILIBRIUM 11.1111.11 2x10 BLKG UNDER SLEEPER SIDING C BEAM REF •J 2 a. — L°J— TRUSS w/(2)Z-CLIPS EA END REF ARCH FILL EVERY OTHER HOLEA--‘� E3 [Li WEB STIFFENER, w/8d PAST GL,PROVIDE I W cn ' REF JOIST MFR 16d @ 6"oc 2x FLAT BLKG BELOW PLYWOOD,TYP INOTE WHEN INSTALLING TIES ON THIS SIDE OPPOSITE THE TRUSS SLOPED TO FLANGE ROOF TRUSS TO BEAM 9 PLATE,DO NOT FASTEN THRU TRUSS PLATE FROM BEHIND. THIS HANGER,REF PLAN ROOF JOIST,REF PLAN 3/4".1'-0" S604 CAN CAN FORCE TRUSS PLATE OFF OF THE TRUSS AND COMPROMISE TRUSS PERFORMANCE 4 3 1/2 x16^LSL 1.55E LEDGER FASTENED TO EA STUD w/ REF ARCH STUD WALL,REF PLAN /—'11\ (3)SDS25800 SCREWS (2)2x8 BELVELED BLKG AT ROOF EN EQUALLY SPACED ROOF EN RIDGE,FASTEN TOGETHER w/ BIDDER DESIGNED EXTEND SHEAR WALL ENGINEERS PLYWOOD SHEATHING,REF PLAN 16d @ 6"oc STAGGERED EA ANCHOR SYSTEMS SHEATHING TO TRUSS 2x4 BLKG w/ TOP CHORD,TYP 16325 Boones Ferry Road,Suite 202 LSTA24 SIDE (1)Z22 EA END Lake Oswego, Oregon 97035 CENTERED OVER ROOF SHEATHING,REF PLAN,TYP EN TRUSS JOINT --- -� Phone: 503.636.8388 ROOF EN,REF PLAN CSI6 STRAP x19'-0" ia_. \ ---..--- -- '\ 7 r-, WWW.EQUILIBRIUMLLC.COM 6 EA SIDE EA DIRECTION, TRUSS BLKG,REF 2/S604,TYP : :;, T 6 ROOF TRUSES,RELANiROOF TRUSS AT DORMER 13 _ co ��`�� �„� / 2LIJ 1 / •rC W r�;/ 0.131"x31/4" Wt 1 1- O O GO •ct- r ROOF SHEATHING, --EN REF PLAN @ 4"oc STAGGERED Pr O 94>�� 22 99 0� �" REF PLAN REF PLAN A Q U ESE GL 6 3/4x24(FLAT)w/ LAP OVER WALL W ROOF TRUSSES, (4)HGA10KT EA END AT SPLICE I EXPIRES 12/31/2022 �/ �'r�/ �: 10d@6"oc _ J W 2x6(FLAT) it SN LSTA24 @ 96"ocI 2x4 BLKG BLKG @ 24"oc Si 2^EXTERIOR GRADE SIMPSON A35 @ 24"oc SIMPSON H2.5A I \ 1il SHEATHING FASTENED TO UNO ON SHEAR WALL AT EA TRUSS 2x4 CONT w/(2)16d PER STUD SIMPSON H2.5A /IREFARCH K I TRUSS w/10d @ 6"oc AT SCHED,TYP 2x4 @ 24"oc w/U24 EA END PANEL EDGES&@ 12"oc f AT EA TRUSSINFIDHT STUD BLW SIMPSON H1 �r�r� EN REF PLAN • B.O.TRUSS A -----•3750#(ULT)ROOF AT UNSHEATHED WALL \I li9771 REF ARCH TIE OFF LOAD ADD SIMPSON H2.5A AT STUD BLW ��GL BEAM WHERE OCCURS REF PLAN DISTRIBUTED SIMPSON HI AT UNSHEATHED SIDE —V� LOW ROOF OVER 8'-0"2x8 OF WALL(WHERE OCCURS) SHEATHING 5 ROOF JOISTS,REF11 PLAN SIMPSON H2.5A AT LSTA24 AT EA TRUSS INSTALL 2x6 BLKG- -" BTW WEB MEMBERS 1"EA TRUSS,TYP ROOF TIE OFF 5 ,� r'=r-0" ssoa ROOF AT VALLEY 1 s604 1 = WALL EN,REF PLAN,TYP END OF SHEAR WALL TOP NAILS0 2x6 CONT w/ —^� WALL SHEATHING, �_ BEARING/SHEAR WALL, CONT STRAP AS REF PLAN TYP REF PLAN REF PLAN,TYP OCCURS,REF PLAN STRAP AS OCCURS, EN '° / REF PLAN FACE NAILS Al (2)16d @ 16"oc EN REF PLAN SIMPSON LS70 CLIP I 1,r @24"oc , DBL PLY GIRDER �1�/ 111 1� u■1 EN REF PLAN M TRUSS,REF PLAN I'� '''1 �� '� �, FLOOR SHEATHING, ■mrati;i MIN 2x6 BTM CHORD - , ADD TRUSS @ 3"WIDE--- REF PLAN 2x6(FLAT) _G IIf,1_ STRAP LOCATIONS,REF ii -- 3x6(MIN)FLAT BLOCKING BLKG ., i 10d 6"oc -_-_...__ROOF TRUSSES AT RIDGE OVER CORRIDOR 10 PREMANUFACTURED pir 11 UNDER STRAP — IIG�r�1 @ 1"=1'-0" S604 TRUSS PANEL I I PLAN SHEATHING AND NAILING �r BLOCKING,TYP PREMANUFACTURED -(2)Z38 CLIPS EA SIDE OF TO MATCH WALL BELOW, MI tri/_I� �I �'1 WIDTH OF TRUSS.Mzz?zi —PRE-FASTEN OD FOR TRUSS OVER WALL ATRUSS PER PLAN, S �!i -- THICKNESS OF FLOOR SHEATHING BLOCKING,TYP REQ'D BLOCK UNSUPPORTED BREAK SHEATHING CONT 2x8 RIM w/(3)16d NAILS @ EA JOIST.BLKG -r r Z EDGES OVER WALL AS II'1 MAY USED IN LIEU OF CONT RIM @ A35 REF SHEAR WALL REQ'D �_-, CONTRACTOR'S OPTION SCHEDULE.CLIP MAYBE EXTEND JOIST THRU HANGER ROTATED TO FIT OVER WALL ir JOIST NAILS SIMPSON THA218 TRUSS HANGER.BEND OVER ' j EN it I TRUSS CHORD&FASTEN w/(4)0.148 x 3"@ TOP, .411.bah (6)0.148 x 3"@ FACE,AND(4)0.148 x 1 1/2"@ROOF EN REF PLAN1 � L JOISTS.INSTALL 18 0.148 x 3"NAILS FACE IFROOF SHEATHING i �ri0S7 _ _ lie: FLOOR JOIST,REF CHORD DEPTH EXCEEDS STRAP LENGTH V - — —' .....7. : 1..... , 4 PLAN,TYP ---SIMPSON JB28 TOP- WALL EN REF PLAN � I I I 4 FLANGE HANGER i I I I I A35 REF SHEAR WALL I PREMANUFACTURED I STUD WALL,REF I SCHEDULE.CLIP MAY BE TRUSS PER PLAN,TYP • PLAN - ROTATED TO FIT OVERIII WALL DOES NOT LA 2x6(FT)BLKG WALL GABLES @ 16"oc @ 48"oc SHEAR WALLw/VERT OCCUR AT SIM GABLE END TRUSS FRAMING,REF PLAN • 15/32"PLYWOOD SHEATHING •� STRAP OVER TRUSS BLOCKING 6 ROOF TRUSS OVER SHEAR WALL 2 0 GABLE END AT ROOF STEP 14 FASTENED TO TRUSS 1"=1'-0" S604 1"=1'-0" S604 1 1/2"=1'-0" S604 1 w/10d @ 6"oc r_ WALL EN REF PLAN EN,REF PLAN STRAP AS OCCURS, '^ REF PLAN �/ -\\PRE-MFR'D TRUSS - BOUNDARY EDGE CO -ROOF EN REF PLAN NAILING,REF PLAN SHEATHING AT MECH 1 �/ REF PLAN 1 ROOF EN O WEB STIFFENER PER JOIST MFR WELL REF PLAN ri lL 2x FASCIA ROOF SHEATHING,REF PLAN "' ROOF SHEATHING, �� ' L� WALL EN,REF PLAN REF PLAN 16d @ 4"oc KICKER REF 4/S604 I'; C sit,In EN,REF PLAN L BEVELED LSL BLKGII 2x BLKG V a — PREMANUFACTURED TRUSS , , SIMPSON A35 @ 24"oc PANEL BLOCKING w/EXTERIOR O SHEATHING TO MATCH BLW,TYP WALL EN SIMPSON A35 @ 24"oc EN REF PLAN TRUSS CONTINUES u I ; SIM ON SHEAR WALL PREMANUFACTURED AT SIM '1� I A35 CLIPS @ TRUSS PER PLAN,TYP 1 PRE-MFR TRUSS, EmmLl ij SCHED JOIST REF PLAN J 2'-0"oc UNO ON EN,REF PLAN,TYP - �1 3 SHEAR WALL 2x8 BLKG w/'Z' REF PLAN 3 �. BELVELED BEARING ���� SCHEDULE,TYP TRUSS PANEL CLIP EA END BLKG,REF JOIST MFR TOP MOUNT HANGER, WELL,REF PLAN SHEATHING AT MECHANICAL REF PLAN BEAM REF PLAN BLKG PER MFR Z � � 1_, WALL EN,REF PLAN ROOF JOIST,REF PLAN 2 C II 3 1/2"WIDE LVL BLKG A35 AT C SIMPSON H8 @ /IIIIIi BETWEEN JOISTS EA TRUSS O cc O SIMPSON A35 AT EA JOIST EA TRUSS WALL EN PLYWOOD SHEATHING, EN,REF PLAN REF PLAN CONT 1 3/4"LSL IIIIII_ i V GABLE END TRUSS AT MECH WELL 11 Illu IX 0 -- -- 1.55E RIM BOARD III!!! '� SIMPSON � _ H2.5A AT �Q'i v.,., B.O.TRUSS < STUD WALL,REF PLAN 1"=1'-0" S604 = __ c UQ FASTEN RIM BOARD TO Z� EA TRUSS ` REF ARCH IV BLKG w/(2)ROWS OF 16d JOIST REF PLAN w/WEB STIFFENERS EA 1 LILI NAILS @ 6"oc I- __ SIDE PER MFR(FRAMING PARALLEL TO I WALL @ SIM,INSTALL BLKG @ 2'-0"oc ROOF JOISTS AT EXTERIOR WALL 15 SIMPSON LSTA12 @ 32"oc MAX FOR 24"MIN PAST FACE OF WALL) SIDING, DBL TOP PL,REF 10/S601 1".1'-0" S604 MAX,CENTERED ON TOP ----PLYWOOD REF ARCH (BEAM AT SIM,REF PLAN) PLATES w/(4)0.148 x 2 1/2" SHEATHING,REF ROOF EN REF PLAN FASTENERS EA END PLAN ROOF SHEATHING ROOF STEP AT MECHANICAL_WELL(2)2x8 BEVELED BLKG AT RIDGE, WALL EN REF PLAN 1"=I'-0"(1) FASTEN TOGETHER w/16d @ 6"oc 'r `` ""......" r STAGGERED EA SIDE - - r j 4e- , it \ ROOF TRUSS TO WALL 3 ROOF SHEATHING, 2x6(FLAT)BLKG) 3/4"=1'-0" S604 ROOF TRUSSES,REF PLAN, ROOF EN REF PLAN,TYP GABLE END TRUSS @ 48"oc 2 LAP OVER WALL AT SPLICE w/VERTS @ 16"oc 2 WALL EN. ,I II• 645 L BS(ASD) REF PLAN EXTERIOR 15/32"PLYWOOD 4. STRAP AS OCCURS, •"- SHEATHING FASTENED TO •• BOUNDARY EDGE REF PLAN ROOF EN TRUSS w/10d @ 6"oc NAILING,REF PLAN ROOF SHEATHING ROOF EN / / WALL EN 2'-0"MIN BLKG EN,REF PLAN ROOF SHEATHING, V. �� irill... ��WALL EN,REF PLAN �\ REF PLAN TRUSS PANEL BLKG PER MFR SHEATHING AT \PRE-MFR'D TRUSS MECH WELL, REF PLAN �/ -2x6(FLAT)BLKG [/� II _ FACTORED TRUSS PANEL , 11 @ 48 w/VER REF PLAN GABLE END TRUSS ,1,q� X PREMANU oc TS @ 16"oc �` BLOCKING w/EXTERIOR USS PLYWOOD 2x6 MIN BLKG @ EA e:. ►_�� MARK DATE DESCRIPTION r KICKER REf 4/S604 SHEATHING FASTENED w/10d @ 6"oc KICKER w/SIMPSON A35 EA END PREMANUFACTURED Issued: 12/15/2021 r TRUSS PER PLAN,TYP ��� 2x BLKG w/ , r, CI Ili I /-EN REF PLAN CONT 2x6 BRACING @ ��� g0 16d @ 6"oc RI - � •� SIMPSON A35 @ 24"oc SHEATHING AT 48"oc MAX w/(3)10d ao' Scale: As indicated MECHANICAL WELL NAILS @ EA KICKER 1 Ft REF PLAN Drawn By: M F •,� 0.�.• B.O.TRUSS JOIST,REF PLAN J EN REF PLAN IIIIIIn r ' REF ARCH (JOISTS PERP TO \ �� PRE-MFR'D TRUSS, Reviewed By: EQ rI TRUSS BLKG,REF 2/S604 WALL AT SIM) \ SIMPSON HS @ IMM 1 A REF PLAN 'I �� I-JOIST,LSL OR LVL WALL STUD REF PLAN EA TRUSS / , Jta '�' -WALL EN BLKG @ 24"oc w/TOP M t,_---- SIMPSONA35 @ 24"oc UNO LSTA24 @ 8'-0"oc FLANGE HANGERS A35 CLIPS @ 2'-0"oc 2x4 KICKER @ 48"oc MAX.LAP TO Copyright 20071 b360r20 ON SHEAR WALL SCHED SIMPSON H2.SA AT EA TRUSS TOP MOUNT HANGER, MI OUTRIGGERS w/(4)10d COMMON 1 J� REF PLAN EN,REF PLAN NAILS&SIMPSON GBC TO TOP PL. WALL SHEATHING 1 PERMIT SET WALL EN,REF PLAN COORD w/TRUSS MFR.WHERE BRACE JOIST&TOP FLANGE HANGER, BRACE LENGTH EXCEEDS 6'-0" WALL SHEATHING REF PLAN- BEAM,REF PLAN REF PLAN(FRAMING PARALLEL INSTALL BRACES @ 24"oc MAX BEARING/SHEAR TO BEAM AT SIM,INSTALL BLKG 11 WALL,REF PLAN @ 2'-0"oc MAX FOR 24"MIN PAST A35 @ 24"oc,UNO WOOD DETAILS `O FACE OF WALL) ON SHEAR WALL SCHED N N N N ROOF TRUSS TO RIDGE OFFSET FROM WALL 16 GABLE END TRUSS AT MECH WELL 12 ROOF STEP OVER BEAM AT MECHANICAL WELL 8 TYP GABLE END TRUSS 4 S604 N 3/4"=I'-0" S604 1"=1'-0" S604 1"=I'-0" S604 1"=1'-0" S604 0 60 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 I 10 I 0 2 © 2 3 TYP AT S605 AT ROOFIcip TYP AT S605 AT ROOF S605 LEVEL 02 0 FLOOR TRUSSES FLOOR TRUSSES JOISTS JOISTS II II III II % II III IN. i. 1 ` (2)2x TOP PL CONT,LAP (2)2x TOP PL CONT.,LAP 8x8 POST IN BEARING/ L I 4'-0"OVER STUD w/(4) �' 4'-0"OVER STUD w/(4) BORA SHEAR WALL REF PLAN,TYP. OPENING I 16d EA SIDE OF SPLICE 16d EA SIDE OF SPLICE NOTCH PLYWOOD REF ARCH4 — SHEATHING AROUND 14 HEADER AS OCCURS. (2)2x6 HEADER,TYP 416d @ 12"o.c.INTERNAIL,TYP (2)2x6 HEADER,TYP 16d @ 12"o.c.INTERNAIL,TYP FASTEN EA END TO PLATES w/SIMPSON A35 EA SIDE I k k 7 r t v( 8.-0"MAX A35,TYP g 8'-0"MAX A35,TYP 7 Bora Architects,Inc. 720 SW Washington,Suite 800 /EFARCH\/ co //EFARC\� Portland,Oregon 97205 2x BLKG.@ 48"o.c. , 2x BLKG.@ 48"o.c. 503.226.1575 Ili OPENING,REF ARCH. OPENING,REF ARCH. 6x8 DF-L#1(FLAT) 2x4 @ 16"o.c. 2x6 @ 16"o.c. www.bora.co HEADER w/SIMPSON (3)2x8 BUILT-UP JAMB A35 TOP&BTM EA END OPENING INTERCONNECTED w/(2) EQUILIBRIUM REF ARCH ROWS OF 16d NAILS @ 16"oc SINGLE 2x SILL,TYP --FLOOR SHEATHING/ SINGLE 2x SILL, -FLOOR SHEATHING/ STAGGERED,BETWEEN EACH (OMIT WHERE DOOR SLAB,REF PLAN TYP(OMIT WHERE SLAB,REF PLAN LAMINATION.FASTEN TOP& OCCURS) DOOR OCCURS) BOTT w/SIMPSON A352N\ OPENING N _ INTERCONNECT REF ARCH y1 .: // CORNERS w/10d @ 6" E3 oc MIN,TYP 16d @ 18"oc,TYP (HILTI X-U @ 16"oc (2)2x4 KING STUDS EA 16d @ 18"oc,TYP AT CONC SOG) SIDE OF EA OPNG. (HILTI X-U @ 16"oc q� SIDE OF EA EA OPNG.S EA AT CONC SOG) ADD'L X-U FASTENER S605 TYP ADD'L X-U FASTENER S605 TYP AT KING STUD 2x CRIPPLE STUD UNDER AT KING STUD 2x CRIPPLE STUD UNDER SILL AND HEADER,TYP SILL AND HEADER,TYP ENGINEERS AT 4"WALLS AT 6"WALLS 16325 Boones Ferry Road,Suite 202 TYP. NON-BEARING WALL I Lake Oswego, Oregon 97035 Phone: 503.636.8388 , J LEVEL 01 0 NO SCALE S605 WWW.EQUILIBRIUMLLC.COM 6 NOTE: 6 REF 10/S601 FOR ADDITIONAL GYPCRETE, U C T U INFORMATION OF TYPICAL WALL REF PLAN 5,c R Rq FRAMING SHOWN BUT NOT NOTED. NOTE: —FLOOR FRAMING,REF PLAN 10 PROF WHERE'X"IS EQUAL TO OR LESS THAN 6",BRACE IS NOT REQUIRED, FLOOR SHEATHING, (FRAMING PERP TO WALL AT SIM) mi NElir,FS RECESSED ENTRY ELEVATION AT GRID C 9 REF PLAN 19402 NO SCALE S605 _� r O GO (2)10d NAILS AT EA FLANGE own OPLYWOOD SHEATHING, q 'poi22 q ° ?�REF PLAN 385 LBFT(ASD)MAX MOMENT ON JOIST QOP ���WHERE BRACE DOES NOT OCCURQ ESEXPIRES 12/31/202240BLKG w/TOP FLANGEFLOOR JOIST,REF PLAN ,i�\l�t — DL=28 PLF(ASD) HANGERS AT EA 2x6 VERT SL=48 PLF(INCLUDES DRIFT)(ASD) LOADING @ LOW " ti fROOF LEDGER 1.11111M11=14 I-JOIST BLKG @ 36"oc w/ITS HANGERS AT EA 'o y y • . • w � 0-,_ END SIMPSON SDPW 19600 MIMI= - REF ARCH FOR REQ'D—� DEFLECTOR SCREW @ EA WALL FINISH BLOCKING(AT EA JOIST AT SIM) PREDRILL 3/8"0 HOLE IN TOP / PLATE —2x4 BRACE w/(4)16d NON-STRUCTURAL 2x6 VERT r NAILS ATBLKG STUD WALL,REF 12 FRAMING AT ARCH EA JOIST 21, 4,/8 NOTE: 5 oo 5 in ¢ REF 4/5605 FOR BASE OF TRUSS WEB LOW ROOF WALL CONNECTION. LAYOUT @ 12 SHEATHING 220 PSF(ASD) DISCRETION OF —I 3/4 TRUSS MFR NON-BEARING PARTITION WALL AT JOIST 2 STOREFRONT GLAZING,REF ARCH. --- ..-11IIA I� 1"=1'-0" S605 GLAZING SHALL BE DESIGNED TO V _ --DBL 2x6 PLATE ACCOMMODATE 3/4"MOVEMENT CONT LEDGER w/ r ROOF TRUSSES,REF PLAN BLKG BTW WEBS STOREFRONT PERPENDICULAR TO JOISTS ROOF SHEATHING, (TRUSSES PERP TO WALL AT SIM) @ LOW ROOF, REF PLAN REF 14/S604 2 0 Er 2 ¢ //U W ir 2 Q w PLYWOOD SHEATHING, Er DL=60 PLF(ASD) MIN 2x6 BTM CHORD LL=70 PLF(ASD) REF PLAN 16"MIN BLKG AT BRACE w/WEB CNTR TO CNTR STIFFENERS EA SIDE, S REF JOIST MFR • • / 1 1 1 BLKG w/TOP FLANGE LEVEL 04 HANGERS AT EA 2x6 VERT 10d @ 4"oc A 1 , 1 •\_ PRE-ATTACHED PLYWOOD FLOOR �� REARING WALL, STRIP MATCH FLOOR SHEATHING THICKNESS, r DBL TOP PLs,TYP SHEATHING,TYP Mr11INNII r►:�4 I 1 __ , REF PLAN,TYP REF 14/5604 Lir" I, ,..0 L. (2)PLY GIRDER TRUSS Nell 2x6 VERT . ....7..riiii 2x4 BRACE w/(4)16d FRAMING ro NAILS AT BLKG •- k @ 24"oc 2ro GIRDER TRUSS ELEVATION 10 2x4BLKG @ 36"oc w/ A34 EA END TO TRUSS "0 NO SCALE S605 i" BOTTOM CHORD �' g SIMPSON SDPW 19600 vZ 220 PSF(ASD) REF ARCH F@ EA \ ' WALL FIN SHOR REQ'D BLOCKING(AT EADEFLECTOREW TRUSS AT SIM) STOREFRONTPREDRILL 3/8"0 HOLE IN TOP imam GLAZING,REF ARCH. PLATE CO GLAZING SHALL BE DESIGNED TO DBL 2x6 PLATE NON-STRUCTURAL----, ACCOMMODATE 3/4"MOVEMENT STUD WALL,REF I - ARCH r(I) STOREFRONT PARALLEL TO JOISTS NOTE: O Z REF 4/S605 FOR BASE OF WALL CONNECTION. cW G STOREFRONT TO JOIST DETAIL 5 NON-BEARING PARTITION WALL AT TRUSSES 3 U a 1"=1'-0" S605 1"=1'-0" S605 0 NON-STRUCTURAL I 2x4 FLAT w/Z2 STUD WALL,REF ARCH Ilumm W DIMENSION LINE EA END ---SEE ARCH FOR REQ'D 3 FROM GRID C I I WALL FINISH 3 M REF PLAN EN REF PLAN FLOOR SHEATHING,REF PLAN I I 16d @ 18"oc,TYP FLOOR SHEATHING 2 0" (CONC SOG AT LEVEL 1) I (HILTI X-U @ 16"oc AT CONC SOG) O REF PLAN DECKINGhilhh. 2 cc REF PLAN o On < \ \ Q 0 \` - 0 CC I— W ck * JOIST REF PLAN 2xEA END FLAT w/Z2 NON-STRUCTURAL STUD 3 1/2"x 11 7/8 ti ^0 w,��\ WALL,REF ARCH \�""\\� �V @ SEE ARCH FOR REQ'D LSL BEAM - w 2x4 FLAT 24"o.c., u >C w/Z2 EA END "O I I 7 I-JOIST,LVL,OR LSL WALL FINISH BLOCKING @ 24"oc FLOOR SHEATHING,REF PLAN 18"oc,TYP -- _ (CONC SO w/TOP FLANGE HANGERAT LEVEL 1) I (H�Toel X-U @ 16"oc AT CONC SOG) ---INTERIOR FINISH REF ARCH SIMPSON SDPW 19600 PARTITION DEFLECTOR SCREW REF ARCH @ 24"oc PREDRILL 3/8"0 HOLE 2 IN TOP PL _ _ _ 2 PARTITION AT DECKING TO JOIST TRANSITION 8 ---- BLOCKING AT NON-BEARING WALLS 4 11/2"=1'-0" S605 1"=1'-0" S605 MARK DATE DESCRIPTION Issued: 12/15/2021 Scale: As indicated Drawn By: MF Reviewed By: EQ Copyright 20071 b360r20 1 1 PERMIT SET WOOD DETAILS 0 N N ..... S605 0 60 I 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 I 10 I 0 I GENERAL ARCHITECTURAL NOTES ABBREVIATIONS: 1.BUILDING ELEVATION 100'-0"=300.00'. REFER TO CIVIL AND LANDSCAPE REFER TO INDIVIDUAL SHEETS FOR ADDITIONAL ABBREVIATIONS D DRYER L LOCKER(S) S SOUTH/SOAP DISH DRAWINGS. DEFL DEFLECTION LAM LAMINATE(D) S&L SOUND&LIGHT SPECIAL CHARACTERS DEMO DEMOLITION,DEMOLISH LAV LAVATORY SA SUPPLY AIR 2.DO NOT SCALE DRAWINGS.REQUEST CLARIFICATION FROM ARCHITECT IF DEPT DEPARTMENT LB(S) POUND(S) SC SOLID CORE/SHOWER CURTAIN DIMENSIONS ARE NOT INDICATED. & AND DF DRINKING FOUNTAIN LF LINEAR FOOT/FEET SCD SEAT COVER DISPENSER L ANGLE DIA DIAMETER LFT LIQUID FLOOR TREATMENT SD SOAP DISPENSER/SECTIONAL DOOR 3.DIMENSIONS ARE SHOWN TO DIMENSION POINT(DIM.PT.)OF @ AT DIAG DIAGONAL LP LIQUID PROPANE SDT STATIC-DISSIPATIVE TILE REFERENCED DETAIL WHERE APPLICABLE. CENTERLINE DIM,DIMS DIMENSION(S) LT LIGHT SECT SECTION DN DOWN LV LOUVER SF SQUARE FEET/STOREFRONT 4.PAINT EXPOSED STRUCTURAL STEEL,MISCELLANEOUS STEEL, °DEGREES DP DRAIN PAN/DRIP PAN LWC LINEAR WOOD CEILING SFP STRETCH FABRIC PANELS FIREPROOFING,DUCTWORK,MECHANICAL EQUIPMENT,MECHANICAL AND 0 DIAMETER OR ROUND DR DOOR LWIC LIGHTWEIGHT INSULATING CONCRETE SFRM SPRAYED FIRE-RESISTIVE MATERIAL(S) BORA SPRINKLER PIPING,ELECTRICAL CONDUIT,AND THEIR SUPPORT SYSTEMS, ±PLUS/MINUS(APPROXIMATE) DR/DRP DRAPERY LWP LINEAR WOOD PANEL SG SLIDING GLASS UNLESS OTHERWISE NOTED. >GREATER THAN DS DOWNSPOUT SH SHELF <LESS THAN DTL,DET DETAIL MACH MACHINE SHR SHOWER DW DISHWASHER MAX MAXIMUM SHT SHEET DWG DRAWING MB MARKER BOARD SHTING,SHTG SHEATHING 7 ABBREVIATION DESCRIPTION MECH MECHANICAL SIM SIMILAR 7 Bora Architects,Inc. E EAST/EXISTING MEP MECHANICAL,ELECTRICAL,PLUMBING SJ SEISMIC JOINT 720 SW Washington,Suite 800 AB ANCHOR BOLT/ACOUSTICAL BOARD EA EACH MANF,MFG MANUFACTURE(R)(ING) SL SLIDING Portland,Oregon 97205 ABV ABOVE EL ELEVATION MH MOP/BROOM HOLDER SMS SELF TAPPING METAL SCREW AC AIR CONDITIONING/ ELF ELASTOMERIC LIQUID FLOORING MICRO MICROWAVE SP SOLID POLYMER 503.226.1575 ARCHITECTURAL CONCRETE EJ,EXP JT EXPANSION JOINT MIFRC MASTIC AND INTUMESCENT SPECS SPECIFICATIONS ACC FLR ACCESS FLOOR SYSTEM ELEC ELECTRIC(AL) FIRE-RESISTIVE COATING(S) SS SOLID-SURFACING www.bora.co ACCES ACCESSORY(IES) EOS EDGE OF SLAB MIN MINIMUM,MINUTE(S) SS,SST STAINLESS STEEL ACT ACOUSTICAL CEILING PANEL/TILE EP ELECTRICAL PANEL MISC MISCELLANEOUS ST STONE ACOUS ACOUSTICAL ELEV ELEVATOR,ELEVATION MO MASONRY OPENING STC SOUND TRANSMISSION CLASS APC ACOUSTICAL PLASTER CEILING EQ EQUAL MP METAL PANEL STD STANDARD AD AREA DRAIN EQUIP EQUIPMENT MR MIRROR STL STEEL ADDL ADDITIONAL EXIST,(E) EXISTING MTL METAL STOR STORAGE ADJ ADJUST(ABLE),ADJACENT EXP EXPOSED TO STRUCTURE MULL MULLION STRUCT STRUCTURAL AFF ABOVE FINISHED FLOOR EXT EXTERIOR SQ SQUARE AHJ AUTHORITY HAVING JURISDICTION N NORTH SUSP CLG SUSPENDED CEILING AL,ALUM ALUMINUM F FLUSH ND SANITARY NAPKIN DISPENSER SYM SYMMETRICAL ANOD ANODIZED FA FIRE ALARM NIC NOT IN CONTRACT SYS SYSTEM AP ACOUSTICAL PANEL FAS FIRE ALARM/HORN/STROBE NO NUMBER APPROX APPROXIMATE FB FABRIC NNO NOT NORMALLY OCCUPIED T,TLT TOILET ARCH ARCHITECTURAL FCU FAN COIL UNIT NR SANITARY NAPKIN RECEPTACLE TAG,T&G TONGUE AND GROOVE AV,AN AUDIO VISUAL FD FLOOR DRAIN/FOLDING DOOR NTS NOT TO SCALE TB TACKBOARD/TOWEL BAR AWP ACOUSTICAL WOOD PANEL FDS FOLD DOWN SEAT TR TREAD FE FIRE EXTINGUISHER 0,0/ OVER TC TOP OF CURB BCS BABY CHANGING STATION FEC FIRE EXTINGUISHER CABINET OC ON CENTER TEL TELEPHONE,TELECOM/ BD BOARD/BARN DOOR FF FINISHED FLOOR, OD OUTSIDE DIAMETER TELECOMMUNICATIONS BL WINDOW BLIND FACTORY FINISH OFCI OWNER FURNISHED-CONTRACTOR INSTALLED TF TRANSPARENT FINISH BLDG BUILDING FFL FINISHED FLOOR LEVEL OFOI OWNER FURNISHED-OWNER INSTALLED TH TOWEL HOOK BLKG BLOCKING FG FULL-GLAZED OH,OPH OPPOSITE HAND TMG TRANSPARENT MIRROR GLASS BM BEAM FH FIRE HYDRANT OP OPERABLE PARTITION TO TOP OF BO BOTTOM OF FIN FINISH(ED) ORD OVERFLOW ROOF DRAIN TOA TOP OF ASPHALT BOS BOTTOM OF STRUCTURE FLR FLOOR TOC TOP OF CONCRETE 6 BOT,BOTT BOTTOM FDN FOUNDATION P,PTD PAINT(ED) TOF TOP OF FLOOR 6 BR,BRK BRICK FM FIRE MARSHAL PAC PRECAST ARCHITECTURAL CONCRETE TOP TOP OF PLATE/PARAPET BRKT BRACKET FO FACE OF PC PRECAST CONCRETE TOD TOP OF DECK BTWN BETWEEN FOC FACE OF CONCRETE PFE PORTABLE FIRE EXTINGUISHER TOW TOP OF WALL FOS FACE OF STUD PL PLASTIC LAMINATE/PLATE TP TOILET PARTITION 414). CAB(S) CABINET(S) FOF FACE OF FINISH PLUM,PLUMB PLUMBING TPH TOILET PAPER HOLDER CB CATCH BASIN FOM FACE OF MASONRY PLYWD PLYWOOD TR TOWEL RING AMY K. HUE CC CURING COMPOUND FOT FACE OF TILE PNL PANEL TS TUBE STEEL/TOWEL SHELF CD COILING DOOR FP FIRE PROTECTION PR PAIR TV TELEVISION • CFG CLEAR FIRE-RATED GLASS FPS FRONT PROJECTION SCREEN PSI POUNDS PER SQUARE INCH TYP TYPICAL ,n PORTLA ,05 CG CORNER GUARD/CLEAR GLASS/COILING GRILLE FRP FIBERGLASS REINFORCED PSF POUNDS PER SQUARE FOOT 4935 CH COAT HOOK PLASTIC SHEET PT PRESSURE TREATED UL UNDERWRITERS LABORATORIES INC /� CI CAST IRON FRT FIRE-RETARDANT TREATED PTD PAPER TOWEL DISPENSER UNO UNLESS NOTED OTHERWISE OF CIG CLEAR INSULATING GLASS FRZ FREEZER PTDR PAPER TOWEL DISPENSER/RECEPTACLE UON UNLESS OTHERWISE NOTED `�1 CILG CLEAR INSULATED LAMINATED GLASS FT FOOT(FEET) PTR PAPER TOWEL RECEPTACLE/PRINTER US URINAL SCREEN/UTILITY SHELF CIP CAST IN PLACE FTG FOOTING PWC PLASTIC WALL COVERING/IMPACT- _ CJ CONSTRUCTION/CONTROL JOINT FUR FURRED,FURRING RESISTANT SHEET WALL COVERING VDWC VISUAL DISPLAY WALL COVERING CK CHALKBOARD FV FIELD VERIFY VERT VERTICAL CL CENTER LINE FWTP FABRIC-WRAPPED TACK PANEL QB QUARRY TILE BASE VEST VESTIBULE CLG CLEAR LAMINATED GLASS QT QUARRY TILE VG VISION GLASS CLG,CEIL CEILING G GROUT/GLAZED VHI VERY HIGH IMPACT CLR CLEAR GA GAGE,GAUGE R RISER VIF VERIFY IN FIELD CMG CLEAR MIRROR GLASS GALV GALVANIZED RA RETURN AIR VJ VENTED JOINT CMU CONCRETE MASONRY UNIT GB GRAB BAR RAD RADIUS VRB VENTED RESILIENT BASE CNSK COUNTERSUNK(SINK) GFRC GLASS-FIBER-REINFORCED CONCRETE RB RESILIENT BASE CO CLEAN OUT GLU LAM GLUE LAMINATED RCP REFLECTED CEILING PLAN(S) W WEST/WASHING MACHINE COL COLUMN GP GYPSUM PLASTER RD ROOF DRAIN W/ WITH CONC CONCRETE GT GLASS TILE REF,REFRIG REFRIGERATOR WB WOOD BASE CONN CONNECTION GYP,GWB GYPSUM(WALL)BOARD REINF REINFORCE(D)(MENT) WC WATER CLOSET/WHEELCHAIR CONSTR CONSTRUCTION REQ'D REQUIRED WC,WCV WALL COVERING CONT CONTINUOUS,CONTINUE HB HOSE BIBB RESF RESINOUS FLOORING WD WOOD CP CEMENT PLASTER HC HANDICAP REV REVISION(S)/REVISED WDO,WIN WINDOW 5 5 CPU CONCRETE PAVER UNIT HDWD HARDWOOD RF RESILIENT FLOORING WF WOOD FLOOR(ING) CR CURTAIN ROD/ HDWR HARDWARE RFT RESILIENT FLOOR TILE WG END-WALL GUARD SHOWER CURTAIN ROD HM HOLLOW METAL RH ROOF HATCH/ROBE HOOK WM WALK-OFF MAT CPT CARPET HOR,HORIZ HORIZONTAL RM ROOM W/O WITHOUT CS CONCRETE-SEALED/ HSS HOLLOW STRUCTURAL SECTION RO ROUGH OPENING WO WHERE OCCURS CONCRETE SEALER HVAC HEATING,VENTILATING &AIR CONDITIONING RPS REAR PROJECTION SCREEN WP WOOD PANEL CTYD COURTYARD RS ROLLER SHADE WRB WEATHER-RESISTIVE BARRIER CT CERAMIC TILE ID INSIDE DIAMETER,IDENTIFY RST RESILIENT STAIR TREAD WS WOOD SIDING/WOOD SEALER CTG CLEAR TEMPERED GLASS IN INCH(ES) R/T RECYCLING/TRASH CTIG CLEAR TEMPERED INSULATING GLASS INFO INFORMATION RTS REMOVABLE TUB SEAT XS EXTRA STRONG CW CURTAIN WALL INSUL INSULATION RTU ROOF TOP UNIT INT,INTER INTERIOR RWF RESILIENT WOOD FLOOR JAN JANITOR JT JOINT TARGETS: MATERIAL GRAPHICS: ROOM NAME AND NUMBER TARGET ASSEMBLY TYPES TARGET MATERIAL HATCHES SYMBOLS NAME#2 _ ROOM NAME#2 Mao - CEILING,FLOOR,OR ROOF /��/�j/j// ALUMINUM BREAKLINE ASSEMBLY TARGET PIPE BREAK NUMBER ROOM NUMBER AREA SF ROOM AREA MD WALL ASSEMBLY TARGETnn (WHERE APPLIES) _ . REFER TO ASSEMBLY ASPHALT SHEETS — — — — PROPERTY LINE 4 ENLARGED DETAIL TARGET j/////////�� BRICK&TILE 4 DOOR NUMBER TARGET DETAIL VIEW NUMBER / //f )• WHERE REQU RSEALANTERDROD 0 )JIJj����)J1f�/I/II(���)JI/V/J/(�(��� CARPET _J A000 DRAWING SHEET NUMBER 100-1 DOOR NUMBER SUFFIX/SEQUENCE IN ROOM CMU ASSOCIATED ROOM NUMBER n BUILDING SECTION TARGET PLAN WALLS v • CO VIEW ORIENTATION THIS SIDE WINDOW NUMBER TARGETS a CONCRETE EXTERIOR WALLS& Z CV INTERIOR PARTITIONS CV DETAIL VIEW NUMBER WINDOW TYPE PARTIAL HEIGHT WALLS ^ ~ 0 0 (,) CD A000 A000 DRAWING SHEET NUMBER CURTAIN/DRAPERY TOW $ '^ O TYPE SUFFIX FOR SIM. v J WHERE APPLIES >,\\, \\. \\.. \\. z Q WALL SECTION TARGET ///\j j/ j/ EARTH ELEVATION SYMBOLS AND HATCHES O W RECITE NUMBER TARGETS cc Q VIEW ORIENTATION THIS SIDE G (9 OF CUT LINE RELITE TYPE GLASS MECHANICAL,ELECTRICAL, O 1= Am DETAIL VIEW NUMBER TELECOM OR FIRE IZIP � J 0 NOTIFICATION DEVICE W A000 DRAWING SHEET NUMBER TYPE SUFFIX FOR SIM. --< G�) GRAVEL WHERE APPLIES / = w W GROUT/MORTAR • / GLASS(ELEVATION VIEW) 3 DETAIL SECTION TARGET PROJECT ELEVATION TARGET 3 } VIEW ORIENTATION THIS SIDE 100'-0" -.-- ELEVATION GYPSUM BOARD ~ Z OF CUT LINE T.O.S. ELEVATION QUALIFIER FEC 0 Z O DETAIL VIEW NUMBER (RELATIVE OR ABSOLUTE) A FIRE EXTINGUISHER CABINET C I- A000 DRAWING SHEET NUMBER INSULATION 5 G Z SPOT ELEVATION TARGET (BATT/BLOW-IN/LOOSE-FILL) G 2 J EXTERIOR ELEVATION TARGET 10'-0' ELEVATION 0 0 INSULATION,RIGID C.) A.F.F. ELEVATION QUALIFIER FOAM BOARD Et(RELATIVE OR ABSOLUTE) _ (n DETAIL VIEW NUMBER SPOT OF ELEVATION U / �*r� + ��*� INSULATION,MINERAL < l() A000 0 +--- I--P--k-T--4I-1 - -k WOOL BOARD Q W 00 DRAWING SHEET NUMBER STRUCTURAL GRID TARGET 1-1-11 -1-1-1-1—I-1-1-1—_ PANELS;TACK,FABRIC i1ii1i1i11 1 1 i111i1 WRAPPED INTERIOR ELEVATION TARGET 0 .. VERTICAL GRIDS(PRIMARY) 1 —-—- �— HORIZONTAL GRIDS(PRIMARY) jjjj//jjjjj/ STEEL / DETAIL VIEW NUMBER O 4 A000 2 I Continuous Non-Continuous SECONDARY GRIDS(DECIMAL) / WOOD:FRAMING,BLOCKING, DRAWING SHEET NUMBER —-\- / SHIM,FURRING 3 ARCHITECTURAL NORTH ARROW ������ WOOD:FINISH,SECTION 2 N ARCHITECTURAL DIMENSION POINT TARGETS — ` 2 PLAN NORTH g� CENTERLINE INDICATOR —"� WOOD:FINISH,ELEVATION TRUE NORTH �! t� DATUM/ELEVATION SYMBOL PLYWOOD \ DIMENSION POINT SYMBOL / / WOOD SUBSTRATE/COMPOSITE / / WOOD:MDF,MDO, PARTICLEBOARD,PLYWOOD MARK DATE DESCRIPTION Issued: 12/15/2021 Scale: 12"= 1'-0" Copyright 30095 1 1 PERMIT SET . a ARCHITECTURAL u, 1.0 SYMBOLS, NOTES & Cri N ABBREVIATIONS N 0 ,_ AOOI ...... ,_ I 60 I 50 I 40 I 30 I 20 I 10 I 0 I I 60 _I 50 I 40 I 30 I 20 I 10 I 0 I ----- TC-1 PT T&G 3/4"NC PLYWD(A- - FLOORS: FACE UP),SLOPED TO DRAIN ROOFS: EXTERIOR WALL ASSEMBLIES: ASSEMBLY NOTES - FLOOR FINISH @1/4"/FT CONCRETE SLAB-SEE BLOCK/SHIM FOR SLOPE 1.SEE FINISH SCHEDULE,PLANS, 7.SEE SHEET A004 FOR TYPICAL STRUCTURAL REFLECTED CEILING PLANS,AND WALL HEAD AND SILL DETAILS. LEVEL ASPHALT SHINGLES(NOTE INTERIOR ELEVATIONS FOR SPECIFIC DIM PT DIM PT TO BUILDING MAINTENANCE: y 6" jr DIM PT FINISHES NOT CALLED OUT IN 8.PROVIDE CONCEALED BACKING '`;: :�, .; - •-: T.O.SLAB -- MAX 1 RE-ROOF OVER TOP ASSEMBLIES. AS REQUIRED TO SUPPORT WALL VAPOR RETARDER BELOW PT PLYWOOD DECK,SEE OF FIRST INSTALLATION,SEE \` \� Qrowrum �� ■ 12"ZONE OF DRAIN ROCK AND CEILING HUNG CABINETS, STRUCTURAL STRUCTURAL /\/ �,�,.," � (NTS),REF GEOTECH 2.FINISH MATERIALS SUCH AS GRAB BARS,RAILINGS,CONCRETE SLAB OO iCALCULATIONS) /\ I�I:ui REPORT CERAMIC TILE,PANELING,AND EQUIPMENT,AND OTHER ITEMS. �UC7U�U�U(7U1 STRUCT FRAMING,REFER \ 7 giii 1NACOUSTICAL PANELS ARE NOT o 0 0 0 -YY= COMPACTED GRAVEL TO STRUCTURAL VENTED ATTIC CAVITY \ 0 i;...; DRAINAGE PANELz (....�.�.jr./� SUB-BASE PER GEOTECH, UNDERLAYMENT /\�0111:1. SHOWN AS PART OF ASSEMBLY 9.PROVIDE PARTIAL HEIGHT WALL L COORD W/RADON MGMT i,_.■ -_ I 2"FOAM-PLASTIC RIGID INSUL TYPES. 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WD FRAMINGNOTE:PERIMETER INSULATION ce OC(DELEGATED DESIGN) ) Q (li. ■ -;' ` 503.226.1575 METAL,SEE DETAILS& O i \ ■:■'N. _ ON WALLS,REPLACE GYPSUM BOARD CENTER MAXIMUM AND CONCEALREQUIRED PER CODE,SEE DETAILS RCPS w \/ � ilu'�CI' " 'a LOAM LOOSE FILL INSULATION-R49 n !;!! "? -• "'":°' °• I GYPSUM BOARD TILE BACKING BOARD AT 6"O.C.MAX.D OTHERWISE NOTED.LESS www.bora.co EXTERIOR BALCONY w YAY DIM PT (F01� INTERIOR SLAB ON GRADE (F06) � 5.ATTACHMENT&ASSEMBLY OF 11.PROVIDE FOR DEFLECTION AND w\ E01� CONC.WALL BELOW GRADE-WP MATERIALS MUST COMPLY WITH INTERSTORY DRIFT AT HEAD OF IIC 50+ NON-RATED PROVIDED SPRINKLER cn11=1. B.O.TRUSS REQUIREMENTS OF U.L.LISTINGS WALLS AS DETAILED OR AS PROTECTION PER OSSC 705.2.3.1 0� _, ABOVE CORRIDORS:(1)LYR PER"FIRE RESISTANCE DIRECTORY" INDICATED ON STRUCTURAL Z /` ���� 5/8"TYPE-C 0/1/2"RC-1 WHERE APPLICABLE. DRAWINGS. \ �'� - -- - - ATTACHED TO B.O.TRUSS; FLOOR FINISH(SEE FINISH ALL BOXES/PENETRATIONS ABOVE APARTMENTS:(1)LYR DIM PT 6.REFER TO CODE SHEETS FOR FIRE- 12.SEE STRUCTURAL DRAWINGS SCHEDULE) SEALED AIRTIGHT 5/8"TYPE-C GWB 0/GRID / ► RESISTANCE-RATING REQUIREMENTS FOR ADDITIONAL WOOD FRAMING - SUSPENSION SYSTEM(PER UL F.O.STUD AND EXTENTS.EXTEND FIRE RATED REQUIREMENTS. GYPSUM CEMENT GYPSUM BOARD WITH VAPOR P522) WALLS TO STRUCTURE ABOVE. UNDERLAYMENT,1"THICK RETARDING PRIMER Ali -� FCS-1 ---- SOUND MAT(3/8") III14k._ ,,.�I� VENTED DRAINAGE CAVITY PLYWOOD DECK,SEE ASPHALT SHINGLE 0/TRUSS-NTS TL UL P522 EXTERIOR GYPSUM STRUCTURAL 7/8"PLYWOOD DECK,SEE R01 1�� SHEATHING AT(E21) ASSEMBLY LEGEND C � ,_4101 I_ 1 3/4"x4"WOOD STRAPPING/ ®a7�ipT STRUCTURAL L_- FURRING,ATTACHED TO I �� FRAMING WALL TYPES SYMBOL: /� STRUCT FRAMING,REFER t LEVEL COVER 1 X III II>! 41=WALL TYPE CODE WOOD STUD SIZE KEY: I COVER BOARD w �1� � 2x6 OR 2x8 FRAMING,SEE TO STRUCTURAL ,�' �- DIM PT TAPERED ROOF INSUL(4"MIN) w II ' J=STUD SIZE,REFER K=2X6 I ..� STRUCT J=2X4 ACOUSTIC BATT IY .YIiW !&! JOSTFRAMING,SEE / DIM II :� ��INSULATIONR-19 MIN , • �- PLYWD SHEATHING,SEE L=2X86in IIIM IN PP RTED • . .ROOFING IC 6 Gal'L LSL / 1 F TOP OF WALL '♦'l,♦♦I INSULATION,,SUPPORTED AIR/VAPOR BARRIERIII s_ n (2)LYRS 1/2"CEMENT BOARD !II ' BLOW-IN INSULATION,FILL OF WALL CONDITION KEY METAL STUD SIZE KEY: BY STAY WIRES �.- STUD CAVITY cik (1)LYR 5/8"TYPE-C GWB DIM PT GYPSUM BOARD A=7/8" ,♦�1'Ft / 16"OC ATTACHED TO JOISTS /1 ` • T.O.ROOF DECK/B.O.TRUSSES 1 INDICATES LEFT SIDE OF B=1 5/8" ! f (2)LYR GWB 01 1/2"RC-1 AT OR - ' 7/8 FURRING CHANNEL @ tit 1 ASYMMETRICAL ASSEMBLY C=2 1/2" AMY K.D HUE t SUSPENDED CEILING 16"OC PLYWOOD DECK,SEE ® D=3 5/8" 0. SYSTEM W/(2)LYRS GWB EXTERIOR WALL-FIBER CEMENT SIDING/WOOD STUD --- (2)LYRS 5/8"TYPE-C GWB STRUCTURAL (E20) E=4" • (EG C-14 CEILING,SEE RCPS STRUCT FRAMING,REFER 1HR RATED FROM INTERIOR FOR 16"O.C.STUDS PER AWC DCA-3 E--=EXTERIOR WALL F=6" 'n pORTLA 0 EGON FOR HEIGHT) TO STRUCTURAL WS6-1.5(NGC WP-1408) ® `'7W� BLOW-IN INSUL,FILL JOIST p,, 4935 �F02) GYPSUM CEMENT OVER PLYWOOD DECK CF07) ATTIC FLOOR/STAIR CEILING CAVITY (E21) EXTERIOR WALL-FIBER CEMENT SIDING/WOOD STUD `C"OF 0 IIC 50+ UL L570: 1HR FIRE RATED OSSC TBL 721.1(3)28-1.1:2HR FIRE RATED ALL BOXES/PENETRATIONS 1HR RATED(BOTH SIDES)FOR 16"O.C.STUDS PER AWC DCA-3 FLOOR ROOF CEILING SEALED AIRTIGHT,TYP WS6-1.4(NGC WP-1346) SYMBOL: SYMBOL: SYMBOL: I.- ,- RC-2 @16"x 48°OC W/7/8" ..... HAT CHANNEL (F01) (R01) (C01) FLOOR FINISH(SEE FINISH 1HR RATING CALCULATED(FROM BELOW (2)LYR GWB,WITH VAPOR • SCHEDULE) PER OSSC 722.6(&722.6.2.4): RETARDING PRIMER GYPSUM CEMENT 40 MIN/LYR 5/8"GWB TYPE-X=80 MIN UNDERLAYMENT,1"THICK �R02� ROOFING OVER WOOD FRAMING(MECHANICAL WELL) /DIM PT SOUND MAT(3/8") FLOOR FINISH(SEE FINISH F.O.STUD - PLYWOOD DECK,SEE SCHEDULE) STRUCTURAL CEMENTITIOUS CS-2 di LEVEL UNDERLAYMENT,1"THICK MBR-1 pp �i-1 VENTED DRAINAGE CAVITY 7 / . �� NON PERMEABLE MEMBRANE 41 d1� DIM PT ---- SOUND MAT(3/8") COVER BOARD LEVEL . ✓' 44 OVER FACE OF FURRING r �,�, T-� , PT 1x4 WOOD FURRING, 5 J STRUCT FRAMING,REFER $ R30 BOARD ROOF INSULATION f,�1 l��I ATTACHED TO FRAMING 5 '' il, TO STRUCTURAL DIM PT PLYWOOD DECK,SEE O rI L' EXTERIOR GYPSUM SHEATHING, w AIR VAPOR BARRIER AT MECHANICAL WELLS ONLY cn it= STRUCTURAL .. ��' -- BLOW-IN INSULATION,FILL - -- STRUCT FRAMING,REFER DIM PT ' 2x6 OR 2x8 FRAMING,SEE w CAVITY TO STRUCTURAL X T.O.ROOF DECK w r 11 STRUCT ACOUSTIC BATT 1PLYWOOD DECK,SEE w -pp AIR BARRIER INSULATION,R-19 MIN STRUCTURAL -` 1 �t\ A._ ' ' (2)LYR GWB O/1/2"RC-1 AT PLYWD SHEATHING,SEE STRUCT - (2)LYR GWB O/1/2"RC-1 AT ,aj £�♦ FING,SEE BLOW-IN INSULATION FILL .OCATTACHEDTO JOISTS +__A._ ♦, JOIS'- i 1� GYPSUM BOARD - AIR BARRIER �_ _ �_ _ 1,_ _- OR ALL BOXES/PENETRATIONS SUSPENDED CEILING " -. - SEALED AIRTIGHT,TYP '+ SOFFIT,SEE RCPS& SYSTEM W/(2)LYRS GWB DETAILS (EG C-14 CEILING,SEE EXTERIOR WALL-FIBER CEMENT SIDING/WOOD STUD - RCPS FOR HEIGHT) 4-...-.. . :: : ., . ',„':' {:,-:'- RC-1 @16"OC (E22) - 1HR RATED FROM INTERIOR FOR 16"O.C.STUDS PER AWC DCA-3 1 HR RATING CALCULATED(FROM BELOW (2)LYR GWB,WITH VAPOR WS6-1.5(NGC WP-1408) TRASH/BIKE/LAUNDRY ROOM FLOOR PER OSSC 722.6(&722.6.2 4): ) RETARDING PRIMER CF02B GYPSUM CEMENT OVER PLYWOOD DECK @BREEZEWAY (F08) 40 MIN/LYR 5/8"GWB TYPE-X=80 MIN IIC 50+ UL L570: 1HR FIRE RATED IIC 50+ UL L570: 1HR FIRE RATED �R03� ROOFING OVER WOOD JOIST DIM PT F.O.STUD FCS-3 1 IPW1VENTED DRAINAGE CAVITY III �� EXTERIOR GYPSUM 4 "W S8EMETAL AT(E24) 4 FLOOR FINISH i 5/8"METAL CLIP,BY MFR GYPSUM CEMENT p :I� UNDERLAYMENT,1"THICK UNO w `�� �. 2x6 OR 2x8FRAMING,SEE SOUND MAT w - PLYWOOD FLOOR SHEATHING, L SEE STRUCTURAL _ j AIR RIER '^ PLYWD SHEATHING,SEE V Z CO 0 BLOW-IN INSULATION,FILL F , LEVEL DIM PT = STUD CAVITY N ��- GYPSUM BOARD 3X6 T&G LUMBER DECKING, v� .,..--...... ...... rig � SEE STRUCTURAL - 0� - MEP ROUTED IN CAVITY (E23) EXTERIOR WALL-FIBER CEMENT SIDING/WOOD STUD - C ') O xjilliiiiilig 1HR RATED FROM INTERIOR FOR 16"O.C.STUDS PER AWC DCA-3 V �' ' WS6 1.5(NGC WP 1408) OZQ��.��is, SEEEEECP FOR CEILING E24 EXTERIOR WALL-FIBER CEMENT SIDING/WOOD STUD Et2 f< ���\���� 1HR RATED(BOTH SIDES)FOR 16"O.C.STUDS PER AWC DCA-3 a. - "` CEILING WS6-1.4(NGC WP-1346) 0 0 1HR RATING CALCULATED MY HEIGHT .__I PER OSSC 722.6&NDS FOR WOOD CONSTRUCTION(16.2.5)FOR T LLI EXPOSURE OF 2.5"THICK SOLID-SAWN LUMBER DECKING • 1 > 1-1-160 MIN:2 1/2"(ACTUAL)T&G DECKING @ 1.5"NOMINAL CHAR PER HR:1" W W REMAINING,SEE STRUCTURAL CALCULATIONS /DIM PT_ a 3 F.O.STUD ^ F (F03, CORRIDOR FLOOR DECKING 3J _ ZIIC 50+ W/TYP CEILING Itirg/ O Z O CEMENT BOARD PLASTER CD I- w� SYSTEM(INCL.CEMENT BOARD 2 C Z ' . &DRAINAGE MAT) 2 J FLOOR FINISH o ;I'.� I- O V - GYPSUM CEMENT r I ��, U UNDERLAYMENT,1"THICK w i I 2x8 FRAMING,SEE STRUCT SOU w SOUND MAT ' _ AIR BARRIER 0 PLYWOOD FLOOR SHEATHING, �- PLYWD SHEATHING,SEE� Q M SEE STRUCTURAL ISTRUCT a U-I CO ;! 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'•_- CEILING 2 1HR RATING CALCULATED HEIGHT 2 PER OSSC 722.6&NDS FOR WOOD CONSTRUCTION(16.2.5)FOR EXPOSURE OF 3.5" THICK SOLID-SAWN LUMBER DECKING 60 MIN:3 1/2"(ACTUAL)T&G DECKING @ 1.5"NOMINAL CHAR PER HR:2"REMAINING, SEE STRUCTURAL CALCULATIONS (F04) CORRIDOR FLOOR DECKING IIC 50+ W/TYP CEILING MARK DATE DESCRIPTION FLOOR FINISH Issued: 12/15/2021 PLYWOOD DECK,SEE STRUCTURAL Scale: As indicated Lk LEVEL _ DIM PT �� STRUCT FRAMING,REFER rTTtiN II` TO STRUCTURAL 1♦♦ ♦�; ACOUSTIC BATT Copyright 30095 IPA-_ �♦y♦�. - RC 1 ATT 16"OC 19 1 - '- --, - _ ,.• ,., _, ., 1 PERMIT SET --- (1)LYR GWB a EXTERIOR WALL / ROOF `co r' (Fos, MEZZANINE MEZZANINE BEDROOM FLOOR(IN-UNIT) / FLOOR ASSEMBLIES N 6 N A002N 60 50 I 40 I 30 I 20 I 10 I 0 I I I I I I I 1 I FIRE RATED INTERIOR PARTITIONS: (51 -99) NON-FIRE RATED INTERIOR PARTITIONS: (01-50) ASSEMBLY NOTES 1.SEE FINISH SCHEDULE,PLANS, 7.SEE SHEET A004 FOR TYPICAL REFLECTED CEILING PLANS,AND WALL HEAD AND SILL DETAILS. INTERIOR ELEVATIONS FOR SPECIFIC FINISHES NOT CALLED OUT IN 8.PROVIDE CONCEALED BACKING (1)LAYER GYPSUM BOARD � ASSEMBLIES. AS REQUIRED TO SUPPORT WALL AND CEILING HUNG CABINETS, BORA �� PLYWOOD, �� �� 2.FINISH MATERIALS SUCH AS GRAB BARS,RAILINGS, .� SEE STRUCTURAL �� �� CERAMIC TILE,PANELING,AND EQUIPMENT,AND OTHER ITEMS. �-� r- ACOUSTICAL PANELS ARE NOT "C-H"SHAPED MTL STUDS SEE PLAN "�� �� wow— SHOWN AS PART OF ASSEMBLY 9.PROVIDE PARTIAL HEIGHT WALL (1)LAYER GYPSUM BOARD r, (1)LAYER GYPSUM BOARD SEE PLAN TYPES. REINFORCING FOR FREE- il (2 1/2"MIN)@ 24"O.C. FOR �� EACH SIDE �� EACH SIDE FOR �� STANDING PARTIAL HEIGHT SHAFT LOCATION �� �� LOCATION 3.CONSTRUCT INTERIOR WALL WALLS. OF LEFT -- WD FRAMING(SIZE PER WD FRAMING(SIZE PER (1)LAYER GYPSUM BOARD ACOUSTIC INSULATION OF LEFT �� ASSEMBLIES FULL HEIGHT FROM SIDE OF ,, PLAN BUT NOT LESS THAN .. PLAN BUT NOT LESS THAN SIDE OF �� FLOOR TO STRUCTURE UNLESS 10.DRAWINGS MAY NOT INDICATE AT(72) ASSEMBLY �= 2X4 AT 16"O.C.MAX) �= 2X4 AT 16"O.C.MAX) ASSEMBLY ` WD FRAMING OTHERWISE NOTED IN TOP OF WALL ALL DIAGONAL BRACING Bora Architects,Inc. OA" ��� �� CONDITION KEY. REQUIRED AT SOFFITS,COVES, ACOUSTICAL INSULATION �.—ki ACOUSTICAL INSULATION 720 SW Washington,Suite 800 SHAFTLINER BOARD �� °T 62 AT(52 .� ACOUSTICAL INSULATION PARTITIONS,AND OTHER �� AT 02 4.WHERE CERAMIC TILE IS INDICATED ASSEMBLIES.SPACE AT 4'-0"ON Portland,Oregon 97205 i'y �' ON WALLS,REPLACE GYPSUM BOARD CENTER MAXIMUM AND CONCEAL 503.226.1575 WITH TILE BACKING BOARD AND ABOVE CEILINGS UNLESS SPACE STUDS AT 16"O.C.MAX. OTHERWISE NOTED. 1-HOUR RATED SHAFT WALL 1-HOUR RATED PARTITION NON-RATED PARTITION www.bora.co (71-) (51--) (01 ) 5.ATTACHMENT&ASSEMBLY OF 11.PROVIDE FOR DEFLECTION AND UL:U469 UL:U305 MATERIALS MUST COMPLY WITH INTERSTORY DRIFT AT HEAD OF REQUIREMENTS OF U.L.LISTINGS WALLS AS DETAILED OR AS 1-HOUR RATED ACOUSTICAL SHAFT WALL 1-HOUR RATED ACOUSTICAL PARTITION 1-HOUR RATED ACOUSTICAL PARTITION NON-RATED ACOUSTICAL PARTITION PER"FIRE RESISTANCE DIRECTORY" INDICATED ON STRUCTURAL (72—) (62—) (52--) (02—) WHERE APPLICABLE. DRAWINGS. UL:U469 STC:35-39 UL: U305 STC:39 UL: U305 STC:39 STC:19 6.REFER TO CODE SHEETS FOR FIRE- 12.SEE STRUCTURAL DRAWINGS RESISTANCE-RATING REQUIREMENTS FOR ADDITIONAL WOOD FRAMING AND EXTENTS.EXTEND FIRE RATED REQUIREMENTS. WALLS TO STRUCTURE ABOVE. (2)LAYERS GYPSUM , N1 (2)LAYERS GYPSUM ���'�� (2)LAYERS GYPSUM ��� BOARD EACH SIDE BOARD . BOARD ��I ►� :�� ASSEMBLY LEGEND -• • - - -- -- ACOUSTICAL INSULATION '� - -- - ACOUSTICAL INSULATION 4 SEE PLAN ��� SEE PLAN �� ��• (1)LAYER GYPSUM BOARD SEE PLAN WOOD FRAMING(SIZE PER ` WOOD FRAMING(SIZE PER WALL TYPES SYMBOL: FOR WOOD STUDS,SEE FOR PLAN)• FOR PLAN) -=1 EACH SIDE WOOD STUD SIZE KEY: ' LOCATION ►� LOCATION ►� LOCATION ;; STRUCTURAL �! WD FRAMING J=2X4 OF LEFT SHAFT OF LEFT �� OF LEFT , 41=WALL TYPE CODE SIDE OF '' SIDE OF �� (1)LAYER GYPSUM BOARD SIDE OF �� (1)LAYER GYPSUM BOARD ' J=STUD SIZE,REFER K=2X6 ASSEMBLY .• ;- ASSEMBLY J =� ASSEMBLY =� �= TO STUD SIZE KEY L=2X8 — -� �� �' 1=TOP OF WALL ACOUSTIC INSULATION �� RC-1 �� RC-1 S� ACOUSTICAL INSULATION CONDITION,REFER TO TOP �� �� �� AT(04) OF WALL CONDITION KEY METAL STUD SIZE KEY: ►�_ �� :►� r 17 PLYWOOD, r� �� A=7/8" 1�`K.rG SEE STRUCTURAL INDICATES LEFT SIDE OF B 1 5/8" ASYMMETRICAL ASSEMBLY C=2 1/2" AMY K. HUE NON-RATED PARTITION QED D=3 5/8" (03-) E=4„ E--=EXTERIOR WALL F=6" • ;OM NI,0 EGON 2-HOUR RATED SHAFT WALL 1-HOUR RATED ACOUSTICAL PARTITION 1-HOUR RATED ACOUSTICAL PARTITION _ NON-RATED ACOUSTICAL PARTITION GOD (74-) UL:U438 STC:41-44 (64-) UL: U305 STC:55J, 55+K (54-) UL: U305 STC:55 C04-) STC:39 OF 0 FLOOR ROOF CEILING SYMBOL: SYMBOL: SYMBOL: _ (F01) (R01) (C01) (2)LAYERS GYPSUM 1 11414 0 1 i 2 piliHi (2)LAYERS GYPSUM BOARD MIBOARD EACH SIDE OLAYERS GYPSUMi • I BOARD RC-1LI SEE PLAN SEEPLAN •� SEEPLAN SEEPLAN FOR WOOD STUDS,SEE FOR �` WOOD FRAMING(SIZE PER FOR (2)LAYERS GYPSUM LOCATION LOCATION SHAFT STRUCTURAL LOCATIONO ) LOCATION �- BOARD EACH SIDEOFLEFTOF LEFT OF LEFTOF LEFT �� SIDE OF SIDE OF PLYWOOD, SIDE OF 2 LAYERS GYPSUM SIDE OF �� ASSEMBLY ASSEMBLY BOARD ASSEMBLY ��SEE STRUCTURALWD FRAMING- (SIZE PER (1)LAYER GYPSUM BOARD ACOUSTIC INSULATION � I PLAN/STRUCT BUT NOTACOUSTICAL INSULATION RC-1 LESS THAN 2x4 AT 16"O.C. AT 06 MAX) •'A� r111 PLYWOOD, I1I ACOUSTICAL INSULATION SEE STRUCTURAL NON-RATED PARTITION (05-) 2-HOUR RATED SHAFT WALL 1-HOUR RATED ACOUSTICAL PARTITION 2-HOUR RATED ACOUSTICAL PARTITION NON-RATED ACOUSTICAL PARTITION C76-) (66-) (56-) (06-) UL:U438 STC:45-49 UL:U305 STC:58+J,K UL: U301 STC:58+ STC:45 rd-` w, ok��-,sele __.— PLYWOOD, `.. rn- _s CAST-IN-PLACE CONCRETE 1. =— �� SEE STRUCTURAL • ' CAST-IN-PLACE CONCRETE WALL-SEE STRUCTURAL / RC-1 WALL-SEE STRUCTURAL .e•. '� - ►_�� , \:A- _j•, (2)LAYERS GYPSUM S a BOARD EACH SIDE ACOUSTICAL INSULATION `"SEE IBC TABLE 720.1 FOSEE PLAN LOCATION '�� ACOUSTICAL INSULATION �•, e f ' OF LEFT (2)LAYERS GYPSUM %-, (2)LAYERS GYPSUM +-•' , WD FRAMING SIDE OF BOARD EACH SIDE BOARD EACH SIDE ASSEMBLYI���!'��� p•' �..� STAGGERED 2X6 WOOD STAGGERED 2X6 WOOD s , - - ', ACOUSTICAL INSULATION ; s' '11.IIIIIII FRAMING W/SHARED 2X8 FRAMING 8"OC W/SHARED 2X8 AT OB < SILUPLATES,SEE STRUCTURAL SILUPLATES,SEE STRUCTURAL ,. (91-) U HR RATED CIP CONCRETE PARTITION ,RATEDASSEMBLY,, RATED (41--) NON-RATED CIP CONCRETE PARTITION (07--) NON-RATED PARTITION '^ Z M 1-HOUR RATED ACOUSTICAL WOOD PARTITION 1-HOUR RATED ACOUSTICAL WOOD PARTITION NON-RATED ACOUSTICAL PARTITION CO (68-) (58--) (08 ) N UL:U340 STC:53+ UL:U340 STC:53+ STC:50 ^ ti CO 6) — /) OZ o W w Q U 0o I= _ > w I." CD 1-1-1 o IY Z z O D 0 2 2 z I.L i < Wco 00 Cfl MARK DATE DESCRIPTION Issued: 12/15/2021 Scale: As indicated Copyright 30095 PERMIT SET INTERIOR WALL ASSEMBLIES eri 6 N N A003 ,_ ..... 1 1 I I I I I I i 60 I 50 I 40 I 30 I 20 I 10 I 0 I CEILINGS: TYPICAL HEAD DETAILS: ASSEMBLY NOTES FIRE-RATED: ACOUSTICAL: NON-RATED: 1.SEE FINISH SCHEDULE,PLANS, 7.SEE SHEET A004 FOR TYPICAL REFLECTED CEILING PLANS,AND WALL HEAD AND SILL DETAILS. INTERIOR ELEVATIONS FOR SPECIFIC _ _ FINISHES NOT CALLED OUT IN 8.PROVIDE CONCEALED BACKING FIRE RATED FLOOR ASSEMBLY,TYP FIRE RATED FLOOR ASSEMBLY,TYP ASSEMBLIES. AS REQUIRED TO SUPPORT WALL FLOOR ASSEMBLY& AND CEILING HUNG CABINETS, - FLOOR INSULATION NOT ACOUSTIC DETAIL,SEE BLOCKING BTW JOISTS SHOWN 2.FINISH MATERIALS SUCH AS GRAB BARS,RAILINGS, PLANS&DETAILS - CERAMIC TILE,PANELING,AND EQUIPMENT,AND OTHER ITEMS. BORA ACOUSTICAL INSULATION _ __ . �'►��►'�� `���''�� BLOCKING BTW JOISTS ACOUSTICAL PANELS ARE NOT AT(CO2) -- ��, ��� ?• � •`•'•- -'. • • '- ' .. SHOWN AS PART OF ASSEMBLY 9.PROVIDE PARTIAL HEIGHT WALL _ _ '�►''�il�k s ='��"►:�_ '' ''-' TYPES. REINFORCING FOR FREE- REFER TO PLANS FOR GRID SUSPENSION SYSTEM ►1 FLOOR SHEATHING u��i _' �(� FIRE SAFING/MINERAL WOOL �' _/ I(♦ - FIRE SAFING/MINERAL WOOL STANDING PARTIAL HEIGHT FLOOR ASSEMBLY ABOVE3.CONSTRUCT INTERIOR WALL WALLS. ►' FLEXIBLE ACOUSTICAL ►' FLEXIBLE ACOUSTICAL ASSEMBLIES FULL HEIGHT FROM CONT FIRE-RATED _' FRAMING @16"OC PER . P SEALANT EACH SIDE SEALANT IIIIIIIIIIIIII SEALANT FLOOR TO STRUCTURE UNLESS 10.DRAWINGS MAY NOT INDICATE 7 FCS-3 MFR MOUNTING ' OTHERWISE NOTED IN TOP OF WALL ALL DIAGONAL BRACING 7 Bora Architects,Inc. 11 '._ �� / SEAL GYPSUM BOARD TO DEFLECTION FASTENER, DEFLECTION FASTENER, CONDITION KEY. REQUIRED AT SOFFITS,COVES, CRITERIA =❖•❖••'�,•' FRAMING / SEE STRUCT SEE STRUCT PARTITIONS,AND OTHER 720 SW Washington,Suite 800 IlY1t di DIM PT 4.WHERE CERAMIC TILE IS INDICATED ASSEMBLIES.SPACE AT 4'-0"ON Portland Oregon 97205 11 I Pli ill I I I I I I I I I ---- ----------- ----------- - B.O.CLG - SEE PLANS FOR WALL TYPE ON WALLS,REPLACE GYPSUM BOARD CENTER MAXIMUM AND CONCEAL 503.226.1575 DIM PT SEE PLANS FOR WALL TYPE WITH TILE BACKING BOARD AND ABOVE CEILINGS UNLESS SEE FINISH SCHEDULE FOR SEE PLANS FOR WALL TYPE B.O.CLG 'TYPE 7-.41111111. -'1 ---- SPACE STUDS AT 16"O.C.MAX. OTHERWISE NOTED. tivww.bora.co FCS-3 PANEL W/MFR CLIP �= ACOUSTICAL INSULATION ACOUSTICAL INSULATION 5.ATTACHMENT&ASSEMBLY OF 11.PROVIDE FOR DEFLECTION AND SYSTEM+FACE , �, TO EXTEND TO TOP PLATE, leilliIll"willbIIIIIIIP- TO EXTEND TO TOP PLATE, MATERIALS MUST COMPLY WITH INTERSTORY DRIFT AT HEAD OF FASTENERS @6"OC BTW NO GAPSNO GAPS REQUIREMENTS OF U.L.LISTINGS WALLS AS DETAILED OR AS CLIPS,PER MFG PER"FIRE RESISTANCE DIRECTORY" INDICATED ON STRUCTURAL WHERE APPLICABLE. DRAWINGS. (C33, EXTERIOR SOFFIT(SUSPENDED CEILING) (C01) SUSPENDED LAY-IN CEILING ACOUSTICAL HEAD-PARALLEL TO JOISTS NON-RATED HEAD-PARALLEL TO JOISTS 6.REFER TO CODE SHEETS FOR FIRE- 12.SEE STRUCTURAL DRAWINGS 00FIRE-RATED HEAD-PARALLEL TO JOISTS(BEARING) (NONBEARING) 0 (NONBEARING) RESISTANCE-RATING REQUIREMENTS FOR ADDITIONAL WOOD FRAMING 3"=1'-0" 3"=1'-0" 3"= 1'-0" AND EXTENTS.EXTEND FIRE RATED REQUIREMENTS. — SUSPENDED ACOUSTICAL LAY-IN CEILING WALLS TO STRUCTURE ABOVE. REFER TO PLANS FOR (CO2) FLOOR ASSEMBLY ABOVE FLOOR ASSEMBLY& INSECT SCREEN �— ACOUSTIC DETAIL,SEE °s FLOOR ASSEMBLY,SEE PLAN FLOOR ASSEMBLY,SEE PLAN _,7n l ,.. PLANS&DETAILS < `:. - • `` { ', ,� (`< .' ASSEMBLY LEGEND eeooeee=======o Y DIM PT \\�\ \ \��� ,k \ \ \•- °A , •-\ \ - �.\ \ \\�\ ��\ - \\\\` \\\ � B.O.CLG /► CONT FIRE-RATED TOP CHORD BEYOND, TOP CHORD BEYOND, SEALANT WHERE OCCURS WALL TYPES SYMBOL: WOOD STUD SIZE KEY: PERFORATED METAL ACOUSTICAL INSULATION i WHERE OCCURS (MTL-1) AT(C12) TOP CHORD BEYOND, FIRE RATED FLOOR ASSEMBLY,TYP FIRE RATED FLOOR ASSEMBLY,TYP 41=WALL TYPE CODEJ=2X4 WHEN OCCURS K=2X6GRID SUSPENSION SYSTEM J=STUD SIZE,REFER L=2X8 TO STUD SIZE KEY 6 (AT CORRIDORS:WALL TO PLYWOOD,SEE STRUCTURAL BOTTOM CHORD BEYOND, 1=TOP OF WALL 6 WALL SPAN W/HEAVY DUTY CONDITION,REFER TO TOP WHERE OCCURS EXTERIOR SOFFIT Ts,NO SUSPENSION WIRES, FIREBLOCKING OF WALL CONDITION KEY METAL STUD SIZE KEY: (C34) PER MANUF ) BOTTOM CHORD BEYOND, INDICATES LEFT SIDE OF DIM PT Wow_ BOTTOM CHORD BEYOND, WHERE OCCURS 2X4 FLAT q=7/g" B. B.O.CLG WHERE OCCURS ilifilAtt, ASYMMETR CAL ASSEMBLY C=2 1/2"�. A PA PA PA ��P X4 FLAT FIRE SAFING/MINERAL EN ) SEAL DRYWALL TO f' WOOL ® D=3 5/8" (1)LAYER GYPSUM BOARD i .� FRAMING/BLOCKING 1. _ .l FIRE SAFING/MINERAL WOOL •_• +,�� DEFLECTION FASTENER, E=4" ,L � ��.� - � :� ��• iI— SEE STRUCT E--=EXTERIOR WALL F=6" PORTLA 0 EGON 4. HOLD CEILING GWB OFF ;3 '<- .'=••- . DEFLECTION FASTENER, - -. �' '� r' ^I WALL,FILL GAP -y, .- ''►'�•��- '': SEE STRUCT -- '�' . -..:::a' ® 4935 W/ACOUSTICAL SEALANT, °D �I r� II( - �� '-•N TAPE/MUD ' __�� FLEXIBLE ACOUSTICAL 0 _' FLEXIBLE ACOUSTICAL OF 0 SUSPENDED GWB CEILING ,'- ► ' SEALANT ►/ SEALANT FLOOR ROOF CEILING (C11) AI_� _ SEE PLANS FOR WALL TYPE 11111111111Wirill, - SEE PLANS FOR WALL TYPE �� SEE PLANS FOR WALL TYPE — SYMBOL: SYMBOL: SYMBOL: EC12) SUSPENDED ACOUSTICAL GWB CEILING 0FIRE-RATED HEAD-PERP TO JOISTS(BEARING) IQ ACOUSTICAL HEAD-PERP TO JOISTS(NONBEARING) 16 NON-RATED HEAD-PERP TO JOISTS(NONBEARING) (Fo1) (Ro1) (Co1) 3"= 1'-0" 3"=1'-0" 3"=1'-0" SHAFTLINER BOARD 1. FLOOR ASSEMBLY& 'C-H'STUDS AT 24"O.C. , PLANS&DETAILSACOUSTIC D 'SEE MEMBEROVIDEFR DEPTH&AMING \\\ ���� INTERIOR PARTITION (NON-BEARING) THICKNESS PER MANUF ACOUSTICAL INSULATION \�\ry `�� iG SEALANTCONT FIRE RATED WOOD STUD HEADER SCHEDULE iii ..... PUBLISHED CEILING SPAN AT(C14) TABLES TO MAINTAIN TOP CHORD BEYOND OPENING WALL TYPE HEADER TRIMMER KING STUDS U240 MAX DEFLECTION. GRID SUSPENSION SYSTEM 5 ACOUSTICAL INSULATION (AT CORRIDORS:WALL TO PLYWOOD,SEE WIDTH(FT) CHOICE STUDS 5 AT C18 WALL SPAN W/HEAVY DUTY I, STRUCTURAL 2X4 (2)2X4 FLAT (1)2X4 Ts, M SUSPENSION WIRES, FIREBLOCKING AT (2)2X4 PER MANUF ) \ STAGGERED STUD WALLS: 0-6 FT DIM PT - DIM PT FILL TOPMOST 16"OF WALL 2X6 (2)2X6 FLAT (1)2X6 (2)2X6 B.O.CLG B.O.CLGH CAVITY W/INSULATION MAXIMUM SPAN FOR 1-HR (OSSC 718.2.1.2) CORRIDOR CEILING AND (1)LAYER 5/8"TYPE X (2)LAYERS GYPSUM BOARD BOTTOM CHORD BEYOND 2X4 (2)2X8 (1)2X4 (2)2X4 STAIR SOFFITS: GYPSUM BOARD 2X6 2 1/2"CH STUD=10'-4" SEAL DRYWALL TO 6-10 FT 4"CH STUD= =10 FRAMING/BLOCKING (2)2X8 (1)2X6 (2)2X6 RATING 6"CH STUD=20'-10" 1 HR=AER-09038 �i 2X4 (2)2X12 (1)2X4 (3)2X4 �C51� 1-HR RATED SHAFTLINER CEILING (C13 SUSPENDED GWB CEILING HOLD CEILING GWB OFF 10-16 FT ) , AER:09038 WALL FILL GAP 2X6 (3) W/ACOUSTICAL SEALANT, X10 (1)2X4 (2)2X6 TAPE JOINT • A ' SEE PLANS FOR WALL TYPE 16-20 FT 2X6 (3)X12 (1)2X6 (2)2X6 (C52) • A R RATED ACOUSTICAL SHAFTLINER CEILING (C14� SUSPENDED ACOUSTICAL GWB CEILING FIRE RATED HEAD-PERP TO JOISTS(BEARING SHAFTLINER BOARD 0STAGGERED STUD) 'C-H'STUDS AT 24"O.C. ACOUSTICAL INSULATION 3"=1'-0" MAX.PROVIDE FRAMING AT(C16) MEMBER DEPTH& THICKNESS PER MANUF NOTE:AT FIRE RATED ACOUSTICAL PARTITIONS, PUBLISHED CEILING SPAN WOOD OR METAL STUD TYPICAL SILL DETAILS: USE FIRE RATED HEAD AND SILL DETAILS,TYPICAL TABLES TO MAINTAIN CEILING FRAMING @ 24"O.C. U240 MAX DEFLECTION. MAX ACOUSTICAL INSULATION 4 > NSIN AT(C20) 4 I .♦♦♦♦♦♦♦♦♦',♦♦♦♦�♦♦`� 1 1 SEE PLANS FOR SEE PLANS FOR WALL TYPE I WALL TYPE DIM PT SEE PLANS FOR B.O.CLG DIMPT WALL TYPE MAXIMUM SPAN FOR 2-HR BO.CLG BOTTOM PLATES SET ONCORRIDOR CEILING AND STAIR SOFFITS: 1/2"TYPE C GYPSUM BOARD, - BOTTOM PLATES SET BOTTOM PLATES SET ON 2 1/2"CH STUD=9'-8" (3)LAYERS AT SHAFTS, (2)LAYERS GYPSUM BOARD SILL SEAL ON SILL SEAL SILL SEAL r I� 4"CH STUD=14'-0" (2)LAYERS AT CORRIDOR (1)LAYER AT(C15) v 6"CH STUD=19'-7" CEILINGS AND STAIRSall A FIRE RATED SEALANT W/ _—� ACOUSTICAL SEALANT CONT SILL PLATE-ANCHOR C'7 1/2"MIN.DEPTH-EA.SIDE '&:. EACH SIDE TO FLOOR z CV MAXIMUM SPAN FOR 2-HR SHAFT:5'-4" __ _ ___ _____ 2-HR RATED SHAFTLINER CEILING FRAMED GWB CEILING )_ �� �G I ~ (C53) AER:09038 (C15) 2-HR RATED ACOUSTICAL SHAFTLINER CEILING FRAMED ACOUSTICAL GWB CEILING FIRE-RATED SILL ACOUSTICAL SILL NON-RATED SILL (C54� (C16) 34 3"= 1'-0„ 24 3"=1'-0" 14 3"= 1'-0" O Z AER:09038 CK Q TYPICAL AIR SEALING DETAILS: 0 o P J w LLI F- (1)LAYER 5/8"GYP BD @ 1HR-MATCH i #OF LAYERS AT ACOUSTICAL WALLS, i > 1-1-1 • FIRE MAINTAIN CONTINUITY OF WALL • PARTITION AS SCHEDULED RATED/ACOUSTICAL ASSEMBLY(5)SIDES TYP. PLAN CONSTRUCTION.VERIFY '3 InSTEEL RECEPTACLE BOX CONDITION ON PLAN. F SEE PLANS FOR WALL TYPE 3 D WITH TIGHT FITTING Z \ FIRESTOP PUTTY PAD — O -- r BACKING FOR ACOUSTICAL NOTE: CONT. _, .:=' ;: z m Oz ISOLATION TYP. ,,; . SEPARATION WHERE O o_ WALLS,EQUIP.&OTHER Z BLDG.ELEMENTS •. 4 caw INTERSECT WITH WALL. O J w o Z „ •'•. SEE PLAN FOR SPECIFIC (� �J`- z uj g DETAIL CALLOUTS i • U NOTE. Et< ALL RECEPTACLE BOXES IN11\ -=-H- ACOUSTICAL PARTITIONS TO Co a NON-RATED/ACOUSTICAL = U) — 1-.— —AV--AV— #y —/�- BE IN STEEL JUNCTION CONSTRUCTION.VERIFY RECESSED CABINET(FIRE VQ t GYP.BD. 12 GA MIN SUSPENSION COMPRESSION STRUTS&12 GA MIN SPLAYED BOXES h. CONDITION ON PLAN. EXTINGUISHER,TOILET ACCESS., M WHERE OCCURS WIRES,EXTEND TO BRACING WIRES,WHERE REQUIRED PLAN SECTION ' ELECTRICAL PANEL,Tv( V WALL CI W — STRUCTURE ABOVE,SEE RATED/ACOUSTICAL WALL BOX,ETC.) CC (r) CROSS RUNNERS @ TYPICAL ATTACHMENT / COMPRESSION STRUT SCHEDULE AT SIMILAR. 24"O.C.MAX. DETAIL • •• CAULKING AT PERIMETER \ TYPE LENGTH = =WOOD BACKING ' 0 1/2"EMT CONDUIT UP TO 5'-10" 33 ELECTRICAL BOXES IN ACOUSTICAL PARTITIONS 23 TYP. RATED/NR WALL INTERSECTION 13 RECESS AT FIRE RATED&ACOUSTICAL WALLS 3/4"EMT CONDUIT UP TO T-8" 1 1/2" 1'0" 3"= 1'-0" 1 1/2" 1'-0" (�J TN X ':---'''''' ,. _. . ..•, , •.•.,,.-- - Y..,,s.s... � UI - GYP.BD.OVER STUD WALL- ALL 1"EMT CONDUIT UP TO 9'9" _, .•. ;.. :- ,.•;:,;- . jam- :, -: GYP.BD.OVER STUD W (1)1 5/8"20 gauge STUD UP TO 12'-0" SEE PLAN FOR TYPE SEE PLAN FOR TYPE PERIMETER CLOSURE 6 ANGLE AND ICC ES MAIN RUNNERS (1)2 1/2"20 gauge STUD UP TO 13'6" FULL THICKNESS OF GYP.BD. —_ SYSTEM SEISMIC CLIP UP TO 15'-0" TYP 10. ] ___._____ TYP. TESTED, LAY-IN CEILING PANEL Back-to-backFULL THICKNESS OF GYP.BD. '^ 8"OR 1/4 LENGTH OF END SPAN 4'-0"O.C.MAX 1 5/8"20 gauge STUD .? LOCATION:SEE FINISH LOCATION.SEE FINISH WHICHEVER IS LEAST 12'-0"MAX Back-to-back UP TO 15'-0" ► 2 -,: 6'-0" MAX q. / EA.WAY 2 1/2"25 gauge STUD SCHEDULE FOR SCHEDULE FOR 2 NOTE: PER ASCE 7-05 Section 13.5.6.2.2: INDICATION OF SOUND INDICATION OF SOUND * By reference to CISCA Zones 3&4:SUSPEND CEILINGS NOTE:LENGTHS OVER 15'-0" CONTROL/AIRTIGHT CONTROU AIRTIGHT WITH AREAS<144sf,SURROUNDED BY WALLS OR SOFFITS REQUIRE STRUCTURAL REVIEW ROOMS. ROOMS. DELEGATED DESIGN SUSPENDED CEILING SYSTEM THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE, SEE DETAIL XXX FOR ............................. ARE EXEMPT FROM SEISMIC REQUIREMENTS. NOTE:PER OSSC 2010 INTERPRETATION: PIPEWORK/ MORE INFORMATION PIPE IN/THERMAL INSUL AND * LATERAL FORCE BRACING COMPONENTS(SPLAY WIRES& * CEILINGS WITH INTERSTITIAL SPACE LESS CONDUIT VB AS REQ'D COMPRESSION STRUTS)ARE NOT REQUIRED FOR THAN 12 INCHES TO FRAMING ARE NOT NON-HARDENING RESILIENT ► . ASSEMBLY SUSPENDED LAY-IN CEILING CEILINGS LESS THAN 1,000sf REQUIRED TO HAVE LATERAL FORCE BRACING SEALANT W/FOAM NON-HARDENING RESILIENT 0 CYLINDER BACKER ROD,AS SEALANT,W/FOAM ► . 3"= 1'-0" (SEISMIC ZONE DI REQ'D .�11 CYLINDER BACKER ROD,AS PENETRATION OF UNINSUL PIPES(2"DIAM.OR LESS)AT PENETRATIONS FOR INSULATED PIPES(2"DIAM.OR 32 ACOUSTIC PARTITIONS 22 LESS)AT ACOUSTIC PARTITIONS MARK DATE DESCRIPTION _ r— 1 1/2"= 1'-0" 1 1/2"= 1'-0" — —Ai I '- GYP.BD. 12 GA MIN SUSPENSION FOR OPENING AROUND PENETRATION GWB OR EQUIVALENT Issued: 12/15/2021 I I WIRES,EXTEND TO \ COMPRESSION STRUTS&12 GA MIN SPLAYED GREATER THAN 1/2",USE 1/2"GWB OR BUILDING BOARD(MIN SURFACE I I WHERE OCCURS BRACING WIRES,WHERE REQUIRED EQUIVALENT BUILDING BOARD(MIN SURFACE MASS 2 LB/FT)PRESSED AGAINST THERMAL I I STRUCTURE ABOVE,SEE Scale: As indicated I I TYPICAL ATTACHMENT MASS 2 LB/FT) BEDDED IN RESILIENT INSUL AND EM BEDDED IN RESILIENT ' WOOD BACKING DETAIL NOTE:PER ASCE 7-05 Section 13.5.6.2.2 SEALANT SEALANT _ SEAL JOINTS AND MAIN RUNNERS By reference to CISCA Zones 3&4: GYP.BD.OVER STUD Oarib GYP.BD.OVER STUD �jtj�j�JUNCTIONS AT \ SUSPENDED CEILINGS CONSTRUCTED WALL-SEE PLAN FORWALL-SEE PLAN FOR 1111 „ OF SCREW OR NAIL ATTACHED PERIMETER OF GYPSUM BOARD WALL TYPE WW WALL TYPE ,�� A CEILING,AND CEILING VIIGYPSUM BOARD ON ONE LEVEL THATwwv r, PENETRATIONS 4 ARE SURROUNDED BY AND LT.GAUGEZLT.GAUGE z GAP AROUND CONNECTED TO WALLS OR SOFFITS (�1— W) THAT ARE LATERALLY BRACED TO THE STEEL SLEEVE ` STEEL SLEEVE `1� �,� PERIMETER ;: �' STRUCTURE ABOVE ARE EXEMPT WX w GAP AROUND 6 OF PIPE FILLED Copyright 30095 PERIMETER W/NON HARDENING FROM CODE REQUIREMENTS TO BE v OF PIPE FILLED U RESILIENT SEALANT '' °I W/NON HARDENING PIPE/DUCT, `�� 1 PERMIT SET . "" BRACED AGAINST SEISMIC FORCES. J !_- N`w THEREFORE,SPLAY BRACE WIRES AND / -g RESILIENT SEALANT WTfHERMAL - 8"OR 1/4 LENGTH OF END SPAN 4'-0"MAX > > NOTE: A WALL WITH FINISH COMPRESSION STRUTS ARE NOT PIPE OR z INSUL AND VB AS z 6'-0" MAX z z ON ONE SIDE SHALL STILL WHICHEVER IS LEAST REQUIRED EXCEPT WHERE WALLS OR DUCTWORK REQ'D 12'-0"MAX SOFFITS DO NOT PROVIDE LATERAL a LOCATION:SEE HAVE FIBERGLASS EA.WAY SUPPORT. FIBERGLASS 2 PCF TO NON-HARDENING FINISH SCHEDULE FIBERGLASS 2 PCF TO pill NON-HARDENING COMPRESSED FILLER WALL ASSEMBLY d CROSS RUNNERS @ 24"O.C. 3PCF PACKED AND I RESILIENT FOR INDICATION 3PCF PACKED AND F RESILIENT LOCATION:SEE FINISH in MAX;VFY MAX SIMPLE SPAN COMPRESSED TO SEALANT,WITH OF SOUND COMPRESSED TO SEALANT,WITH SCHEDULE FOR INDICATION DETAILS / CEILING O W/MANF(SUSPENSION WIRES FULL DEPTH FOAM BACKER CONTROL/ FULL DEPTH FOAM BACKER OF SOUND CONTROL/ 6 DELEGATED DESIGN SUSPENDED CEILING SYSTEM MAY NOT BE REQ'D) AIRTIGHT ROOMS ASSEMBLIES (V ROD,TYP ROD,TYP AIRTIGHT ROOMS N PENETRATION OF UNINSUL(LARGER THAN 2"DIA.) PENETRATION FOR INSULATED(LARGER THAN 2"DIA.) CV N 0ASSEMBLY SUSPENDED GWB CEILING 0PIPES/DUCTWqi) PI PES/DUCTWORK AT ACOUSTIC PARTITIONS AT ACOUSTIC PARTITIONS J\ J 04 CV 3"= 1-0" (SEISMIC ZONE DI 1 1/2"= 1'-0" 1 1/2"= 1'-0" 60 50 I 40 I 30 I 20 I 10 I 0 I 60 I 50 I 40 I 30 I 20 I 10 I 0 I BORA 7 7 Bora Architects,Inc. 720 SW Washington,Suite 800 Portland,Oregon 97205 503.226.1575 www.bora.co 6 6 ARCS°.t AMY K.D HUE • tA PORTLA ,0 EGON 5 5 PARTITION ABOVE,WHERE SEE : 1 SEE OCCURS;SEE PLANS PLAN _• .. PLAN in RATED FLOOR ASSEMBLY; SEE PLANS ABOVE:ROOF ASSEMBLY WHERE JOISTS ARE �������� �I PARALLEL TO BEAMS OH% ` PLYWOOD k �����A �' E PEWHRPENDICULARERE JOISTS T O 1 OCCURS (NONSTRUCTURAL)WHERE ������� /'1/• BEAMS ---- RC-1 WHERE OCCURS A )11 � 1=�,,r;. BLOW-IN INSULATION\\\\\\, ill WOOD BEAM,SEE STRUCTURAL - `• / GYPSUM BOARD AROUND ��\\\\\4ii _- � POST,WITH STEEL ��\\\\\\� -— (2)LAYERS 5/8"GYP BD PER - '_ I COLUMN COVER&CORNER •i'•/1ii WAAA-A�. OSSC TABLE 721.1(3)21-1.1 m BEADS PER GA CM 1451 +�•.��•.` FIRE BLOCKING AT 4 4 ��` 1/4"GAP,ACOUSTICAL PARTITION INTERSECTIONS ?i 5X5 HSS STEEL POST,SEE SEALANT,TAPE JOINT E O 1- Lli STRUCTURAL Ili �����11_,52Kl,: =v OJ - It w Lu - 2X6 FRAMED PARTITION '- DROPPED CEILING WHERE - z co u PER PLANS,ASSEMBLY EXTEND DEMISING WALL u_o O . TYPE U OCCURS GWB TO CORRIDOR WALL NOTE:PROTECTION EXTENDS PLAN C FRAMING ' II, FULL COLUMN HEIGHT INCLUDING V 0WOOD STRUCTURAL BEAM(1 HR)AT FLOOR ASSEMBLY - b'' SEE STRUCTURAL FOR SHEAR PLY LOCATIONS CONNECTIONS TO OTHER COowI1' MEMBERS N Z D _ � SEE PLANS N .. PARTITION ABOVE WHERE �' '►� \ ® STEEL POST IN 2x6 WALL SEE SEE OCCURS;SEE PLANS J 41' _1 =1'-0° Cl)( , PLANCt — . A PLAN SEE STRUCTURAL FOR -IP, (f) O .1\ EXTEND SFRM co �!, !.� OF NAILER WHERET OSIDES U -- PLUMBING CD /PLUMBING,SEE CHASE SPACE OR O ili- OCCURS ��'� i .- PLYWOOD WHERE 11.'71 ��� WHERE JOISTS ARE ► J -� a PARALLEL TO BEAMS i 3' 1 OCCURS, (9 DUCT,SEE MECHANICAL �—_ SEE STRUCTURAL WHERE JOISTS ARE \ - _ 0 1P1.1.111. PERPENDICULAR TO I — _ -- - (2)LAYERS 1/2"TYPE X J BEAMS GYPSUM BOARD AROUND L.LI lj t ilt �,''�• BLOW-IN INSULATION ■ POST,WITH STEEL = > W, I•���,;-�• BLOCKINGASREQ'D TO SEEmi) 1 COLUMN COVER PER GA i W IJ�v- - _ � CM 1450 OR 14510W�j I.���CIi SUPPORT CEILING Pfl I- 3 I ' -.:... :.7,,..-, 5X5 HSS STEEL POST,SEE (n STRUCTURAL FIRE-RESISTANT JOINT — �- \ 2X8FRAMED1HR Z SYSTEM l -- PARTITION PER PLANS, O Z 0 �����•�•� ill y��il 68KL 11 ASSEMBLY TYPE STL BEAM,SEE STRUCTURAL, . u- A ,-•-. -.. .- - -, • • -..;! W/1HR SFRM PROTECTION NOTE:PROTECTION EXTENDS altD \ DROPPED CEILING,WHEREI FULL COLUMN HEIGHT INCLUDING O U SEE OCCURS CONNECTIONS TO OTHER PLAN MEMBERS 0 • 0STEEL BEAM(1HR)AT FLOOR ASSEMBLY 0KITCHEN CHASE WALL FRAMING,TYP O STEEL POST IN 2x8 WALL U (1) 1 1/2"= 1'-0" 1/2"= 1'-0" 1 1/2"= 1'-0" Q < M O CO NOTE:PROVIDE FI— TELECOM BUNDLE CORRIDOR FLOOR TERCTI AT ASSEMBLY,SEE INTERSECTIONN OF CHASE WALL 3"WATER W/2"INSULATION=7"DIAM; VERTICAL AND UL U341-1HR 3/4"BRANCH W/1.5"INSULATION=3.75"DIAM PLANS HORIZONTAL • SFRM ENCASEMENT,1HR FP PIPE:4"(TO BE VERIFIED) CONCEALED SPACES PROTECTION PER COATING _ III 1 1/4"ELEC CONDUITS/CABLES �� MFR(OCCURS ONLY IN -- ► ELECTRICAL ROOM,VERY yco ( ® ► _ - -- LOW TRAFFIC) N w a �2 5 � •0000 '' DRYWALL POCKET AT w ♦ ♦♦♦♦♦ Aiiiii '--'so 00000 34X12 26X12 ��� r N �� ) —_'I •000C' \�D�U�CT(MAIN) p.� DUCT BRANCHES CC 1_�� L------- • co \W/2"+INSUL II r�_I_►•, Ei I ♦� ♦•♦"• iI SEE 6x12 DUCT 4x6 LEDGER,SEE STRUCT INTUMESCENT COATING, 2 6x12 DUCE — _ ( ) 4 1HR PROTECTION PER 2 N\ I BATHROOM CEILING: I " __ _ „. ��r.� A•. COATING MFR(OCCURS E3 '- "-1 _r_ _ I. 10 4- 8'-0"AFF .. 1 I al , ONLY IN LOW TRAFFIC f1 N ,`' • �: I «I,�i i .e ill, u I vwi A, AREAS),REF UL Y616N624 1l N 4 ¢ n SOFFIT(WHERE CORRIDOR CLG:7'-9"AF �' \ �i 0�D OCCURS) SURFACE LIGHT BATHROOM • = � FIRE BLOCKING AT 5'-9 1/8" MECH/PLUMB CHASE i� PARTITION INTERSECTIONS KITCHEN MECH/PLUMB ; !� o CHASE(WHERE OCCURS) ►� I SHOWER PLUMBING 32 TYP CHASE/CORRIDOR/CLG SEPARATION-7'-9"CEILING = O STEEL POST-FREESTANDING 1HR 3/4"= 1'-0" _-��� 1 1/2"= 1'-0" = SEE STRUCTURAL MARK DATE DESCRIPTION FOR SHEAR PLY NOTE:PROVIDE LOCATIONIssued: 12/15/2021 FIREBLOCKING AT '— TELECOM BUNDLEBINTERSECTION OF ill CHASE WALE 3"WATER W/2"INSULATION=7"DIAM; VERTICAL AND _ :. Scale: As indicated UL U341-1HR 3/4"BRANCH W/1.5"INSULATION 3.75"DIAM HORIZONTAL J - FP PIPE:4"(TO BE VERIFIED) CONCEALED SPACES �� CHASE SPACE FOR x 1 1/4"ELEC CONDUITS(SEE ELEC) �_ • — z�� — lE4-0 wcn tZ. PLUMBING,SEE PLUMBING m z ' I• ����� ������ '=') �I x ... �r� PLYWOOD, g Atilp - U Ham. 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QUANTITY OF ELECTRICAL CONDUITS VARIES. 1 ' of 0 30 TYP CHASE/CORRIDOR/CLG SEPARATION 10 BATHROOM CHASE WALL FRAMING,TYP O WOOD POST IN 1 HR WALL N AO 0 5 3/4"= 1'-0" 1/2"= 1'-0" 1 1/2"=1'-0" N 60 50 I 40 I 30 I 20 I 10 I 0 I 1 60 I 50 1 40 I 30 I 20 I 10 I 0 I 0 0 - 0 0 I I I 7 —0 0 A512 - I I I I 0 0 NIII I I ., I I IBORA p ( / 6'-41/8" l� I 98.-8„ h- ' I �7 1/4"WALL \ I Q I °I 7 SIM e � 95'-1„ -p 1/2" f 7 1/4"WALL n n � 0 o- 7 Bora Architects, Inc. �I 720 SW Washington,Suite 800 `1/2 Portland,Oregon 97205 I 503.226.1575 © o�CV o 00 ? � I — — — www.bora.co� 5'-9 3/4" o/M 7r- 1 DO SEE LANDSCAPE r- FOR SITE PAVING, --=.=�QQ• •mac.• •. TYP _- \ a ICI " Q II A 3 HSEE ALSO/ A512 • — STRUCTURAL • FOR CURB/STEM WALL&BUILDING SLABS ON GRADE • FD;..; p 95.-1" o 7 1/4"WALL V" .'I 3 L! 10'_9" L 411 SIMA512 V �f p ICI 6 co ID II co CDC 5 F I' 2 �ti--`1_ AMY K.D HUE II -`�--e'er- t IAk �L I PORTLA ,0 EGON C SIM 'a 4935 � ,' �� 16 01, 98'$", ..." ` O 0 A512 `19 6 3/4" 7 1/,"WALL -� { — p - ° — i O SIM 1+ z '2 A512 94 8'� \ �� / / i II- _//1 I f 7 1/4"WALL I a' i �-6 3/4" y, / /Y e -`Y , I 1 I 1 ,�I/ . rn 2'-9 3/4"--ti_ 1 , o 94,_0" / 98'-0 2 tL _-z O lhr T t H ti) 5 I ;, !Ll o A I 3 __,__,__ ,_,_\ , ��- _ ( / 4 I 0 A512 SIM I 2' /I// _ -- 5 \\,..„.. c° ,,-,--- 0 I O I • I I -.—th ,c) ED o 198.-8"� I �. 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IScale. 1/8 = 1-0 I .J---Yt I -- ---- I I= / _ - RADON MITIGATION PER OSSC 1812 // pI 104'8 1/2 T SUBSLAB v SOIL EXHAUST SYSTEM DUCTS I� n- 8"WALL o ► t / (SSESDs)TO AVOID STRUCTURAL O --- i y _ _ - _ 1N d —t NOSHEAR WALLS AND COMBINE IN THE I 9 2 ATTIC TO REDUCE THE NUMBER OF ® x 1 104'8 1/2" �105'8"r ROOF PENETRATIONS AND e e e I y —A512INTERFERENCE WITH ROOFTOP F 1— I - - - - - - - - -I— — — - - -I- - - - - - I WELL WALL SOLAR ON SOUTH FACING ROOFS r CORNER TO PROVIDE COORDINATION/SHOP I I I I A512 I CONFORM TO P.L. DRAWINGS SHOWING ASSOCIATED Copyright 30095 PIPING OVERLAID ON A PLAN WITH FOOTINGS AND GROUND FLOOR ir 1 I014 I I WALLS. 1 PERMIT SET j / 2.PLUMBING FIXTURES ARE SHOWN FOR COORDINATION OF i i I o UNDERGROUND CONNECTIONS. FIRST FLOOR EDGE OF a 1 1 1 1 I SEE PLUMBING. 3.SEE STRUCTURAL DRAWINGS OA 1Pe 0.4110 OD © li r FOR FOOTING,SLAB,AND STEM SLAB PLAN N WALLS. ai N N N O FLOOR PLAN 01 -SLAB PLAN 1 Al 0 0 60 50 I 40 I 30 I 20 I 10 I 0 I I 60 I 50 I 40 I 30 I 20 I 10 I 0 I 86'-0" , OO P.L. A 30'-0" \ l 24.-0' 32,_0„ ��si�► - -_ - -T - »\�,/- FLOOR PLAN NOTES IA301 I I A301 q 8'-0' E21 L 11'-6" T 6" II 1.REFER TO ASSEMBLY SHEETS FOR WALL AND FLOOR ASSEMBLIES. I I'. ,-. , O ° \ O\ — 5 ° - ° i \ \ 2.SEE A4 4 433 FOR ENLARGED UNIT PLANS. ( ) IMENSION ° ° ° ° ° _ .. 1 s 31 A 32 A.a�° iq 7r'� 3.DIMENSIONS ARE TO FACE OF STUD UON. 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